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RF-14-1743Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-217611 Permit Number: RF -8-14-1743 Scheduled Inspection Date: December 09, 2014 Inspector: Rodriguez, Jorge Owner: LUND, KENNETH AND ALEXANDRA Job Address: 1001 NE 96 Street Miami Shores, FL 33138 - Project: <NONE> Contractor: VILA BUILDERS INC Building Department Comments Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile Phone Number (714)721-2270 Parcel Number 1132060143740 NEW FLAT WHITE CEMENT TILE ROOF ON NEW HIP Infractio Passed comments ROOF OVER TERRACE I INSPECTOR COMMENTS False Inspector Comments Passed o Li Failed Correction ❑ Needed Re -Inspection Fee No Additional Inspections can be scheduled until re -inspection fee is paid. December 08, 2014 For Inspections please call: (305)762-4949 Page 7 of 48 i L R�ei�leh��EnE i ee ring Corp. 2370 S.W. 123 Avenue Miami, Florida 33175-1174 RTel: 305-823-8008 / 305-397-6414 EER Fax- 305-823-3300 / 305-884-8834 Website: wwwxeilehengineering.com December 8, 2014 Vila Builders, Inc. 2900 Southwest 121 Avenue Miami, Florida 33175 Project: ROOF TILE UPLIFT TEST REPORT Residential Home 1001 Northeast 96 Street Miami Shores, Florida Information provided by client: Permit Number: Not Provided Date Completion: December 4, 2014 Roofing Contractor: Vila Builders, Inc. Project Number: 14-1080 (Testing Laboratory Certificate # 11-0715.04) Dear Sirs; In accordance with your request and authorization, a representative of Reileh Engineering Corporation completed the Roof Tile Uplift Test at the above referenced project. This testing was performed in general accordance with Roofing Application Standard TAS No. 106 -- Standard procedure for field verification of the bonding of mortar or adhesive set tile system and mechanically attached, rigid, discontinuous roof_ systems. The total of the tested roof surface area was less than 10000 square feet, and the mean height of the roof is less than 40 feet above ground surface. The type of tile used for this project was reported to be Entegra White 9" Roof Tile. This tile was reported to have been foamed in place. At the time of our inspection, the entire area of the roof was examined for loose tiles. Not less than one (1) tile in ten (10) of all components in the field area and one (1) tile in five (5) of all tiles in the perimeter and comer areas were physically examined. A minimum of one (1) test per every two (2) squares in the field, one (1) test per square in the perimeter area, ridge caps and (1) in the comer areas were conducted. Reileh'Engineering Corporation appreciates the opportunity of assisting you in this project. If you have any questions or if we may be of further assistance, please do not hesitate to contact the undersigned. Respectfully submitted; Reileh Engineering Corporation ad Sonny Salleh, P.E.49014 Manager TILE UPLU r sr Residential Home 1001 Northeast 96 Street Miami Shores, Florida Reileh Engineering Corporation — Project Number - 141080 — Page 2 of 3 Report of TILE UPLIFT TEST for Residential Home 1001 Northeast 96 Street Miami Shores, Florida Project Number: 14-1080 Test Numbb -77777777777777-77-7- Test Load' b =_` - - _= Test Status . 1 35 Pass 2 35 Pass 3 35 Pass 4 35 Pass 5 35 Pass 6 35 Pass 7 35 Pass 8 35 Pass 9 35 Pass 10 35 Pass 11 35 Pass 12 35 Pass 13 35 Pass 14 35 Pass 15 35 Pass 16 35 Pass 17 35 Pass 18 35 Pass 19 35 Pass 20 35 Pass 21 35 Pass 22 35 Pass Test 1-8 Corner, 9-10 Ridge Caps, 11-14 Perimeter, 15-22 Field Reileh Engineering Corporation — Project Number - 14-1080 — Page 3 of 3 R � p N � � a N m OWNER: Name (Fee Simple Titleholder): KENNETH LUND &W ALEXANDRA Phone#: 714-721-2270 Address: 1001 NE 96 ST City: Miami Shores State: FL Zip: 33138-2551 Tenant/Lessee Name: N/A Phone#: Email: CONTRACTOR: Company Name: Vila Builders Inc Phone#: 305-992-7999 Address: 2900 SW 121 Ave City: Miami State: FL Zip: 33175 Qualifier Name: John Vila Phone#: 305-992-7999 State Certification or Registration #: CCC1327814 Certificate of Competency #: DESIGNER: Architect/Engineer: A^rdl-eS r -e �� �ra�jo Phone#: 30��Yol 4/ Address: 041- /UCity: GU Mffio-; State: FL Zip: 33/D Value of Work for this Permit: $ 3,000.00 Square/Linear Footage of Work: 319 Type of Work: ❑1 Addition E]Alteration E]New Description of Work: New flat white cement the roof ®N Specify color q color thru tile: white flat the Submittal Fee $ Permit Fee $ ' C)o Scanning Fee $ Radon Fee $ Technology Fee $ Structural Reviews $ (Revised02/24/2014) Training/Education Fee $ /❑ Repair/Replace ❑ Demolition CCF $ CO/CC $ DBPR $ Notary $ Double Fee $ Bond $ qz)o CO TOTAL FEE NOW DUE $ C? at . Miami Shores Village CE1VED Building Department AUG 112014 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 33y: -- !;Tel: Tel: (305) 795-2204 Fax: (305) 756-8972 --- -- INSPECTION LINE PHONE NUMBER: (30S) 762-4949 FBC 20 BUILDING Master Permit No. c / v�y PERMIT APPLICATION Sub Permit No. 11A — 011t j ❑ BUILDING ❑ ELECTRIC 0 ROOFING ❑ REVISION ❑ EXTENSION [—]RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 1001 NE 96 St City: Miami Shores County: Miami Dade Zip: Folio/Parcel#:11-3206-014 Is the Building Historically Designated: Yes NO X Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): KENNETH LUND &W ALEXANDRA Phone#: 714-721-2270 Address: 1001 NE 96 ST City: Miami Shores State: FL Zip: 33138-2551 Tenant/Lessee Name: N/A Phone#: Email: CONTRACTOR: Company Name: Vila Builders Inc Phone#: 305-992-7999 Address: 2900 SW 121 Ave City: Miami State: FL Zip: 33175 Qualifier Name: John Vila Phone#: 305-992-7999 State Certification or Registration #: CCC1327814 Certificate of Competency #: DESIGNER: Architect/Engineer: A^rdl-eS r -e �� �ra�jo Phone#: 30��Yol 4/ Address: 041- /UCity: GU Mffio-; State: FL Zip: 33/D Value of Work for this Permit: $ 3,000.00 Square/Linear Footage of Work: 319 Type of Work: ❑1 Addition E]Alteration E]New Description of Work: New flat white cement the roof ®N Specify color q color thru tile: white flat the Submittal Fee $ Permit Fee $ ' C)o Scanning Fee $ Radon Fee $ Technology Fee $ Structural Reviews $ (Revised02/24/2014) Training/Education Fee $ /❑ Repair/Replace ❑ Demolition CCF $ CO/CC $ DBPR $ Notary $ Double Fee $ Bond $ qz)o CO TOTAL FEE NOW DUE $ C? at . Bonding Company's Name (if applicable) N/A Bonding Company's Address City State Mortgage,Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, 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 reinspects n fee will be charged. C; Signature ! Si nature g OWNER or AGENT CONTRACTOR The foregoing instrument was a knowledged before me this day of '4 tr ✓S 20 i� by s�T r'l ✓',✓►, who is personally known to me or who has produced r—� CXZAyQ('L— as The foregoing instrument was acknowledged before me this I ! day of AcC JCC CJ-5Fy- 20 (':"A 'by -J® z—W V I L-A , who is personally known to me or who has produced—I V �- as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: �����uonro:i,�� NOTA11%1 r'`•..'Exp'�o� Sign:3�0 _� Sign Print: ' q . 2gl Seal:/0/7 _ ��� ' • 0 9 \�� �� •, 9 .•. `� \�`• 0 �. fi`11rrrLr® 0\0 G� APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) .4COR0r CERTIFICATE OF LIABILITY INSURANCEF8/11/2014 �� DATE(MMIDDfYYYY) 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(les) must be endorsed. If SUBROGATION IS WAIVED, subject to 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 endomement(s). PRODUCER Brightway Insurance P.O. Box 5700 Jacksonville FL 32247 CONTACT Commercial Services NAME: PHONE -3583 FA o FAX (904) 322-5928 ADDREcommercial@brightsvay.com INSURER(S) AFFORDING COVERAGE NAIC # INSURER A'Atlantic Casualty Insurance INSURED Vila Builders, Inc 2900 Sw 121 Ave Miami FL 33175 INSURER B INSURER C: INSURER D: INSURER E INSURER F : COVERAGES CERTIFICATE NUMBER:CL1412810175 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. ILTRR TYPE OF INSURANCE B POLICY NUMBER POLICY MIDDD EFF MMIDD EXP LIMITS A GENERAL LIABILITY X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE Fx-] OCCUR L0830049733 1/28/2014 1/28/2015 EACH OCCURRENCE $ 1,000,000 D TO RENTED 50,000 PREMISSES Ea occurrence $ MED EXP (Any one person) $ 5,000 PERSONAL &ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: ,-X1 POLICY PRO LOC PRODUCTS - COMP/OP AGG $ 1,000,000 $ AUTOMOBILE LIABILITY ANY AUTO ALL OWNED SCHEDULED AUTOHIRED SAUTOS AUTOS NON -OWNED AUTOS COMBINED SINGLE LIMIT Ea accident BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE $ Per accident UMBRELLA LIAR EXCESS LWB OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ DED I I RETENTION $ $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE Y / N OFFICER/MEMBER EXCLUDED? ❑ (Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS below N f A TWOSTATU- OTH- LIMITS I I ER -NY E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYE $ E.L. DISEASE - POLICY LIMIT 1 $ DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space Is required) Ref License # CCC1327814 11P (305)756-8972 Miami Shores Village Building Department 10050 NE 2 Ave Miami Shores, FL 33138 ACORD 25 (2010105) INS029 rirrnn�i ni SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE Miller/JOSMOR ©1988-2010 ACORD CORPORATION. All rignts reserves. Tho A( non name and inn^ aro rnniala►nrl marlrc ^f Arron Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION FORM ALL CONTRACTORS MUST PROVIDE COPIES OF LICENCES AND INSURANCES EACH TIME A PERMIT IS SUBMITTED OR THE VILLAGE MAY MAINTAIN A FILE WITH YOUR INFORMATION FOR A $30.00 FEE PER YEAR. IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. COPY OF QUALIFIER'S STATE LIC CARD B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF LIABILITY INSURANCE (CERTIFICATE HOLDER TO BE MIAMI SHORES VILLAGE BLDG DEPT) D. COPY OF WORKERS COMPENSATION (EITHER CERTIFICATE OR EXEMPTION) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICE OF COMPETENCY OF QUALIFIER B. COPY OF MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT C. COPY OF LIABILITY INSURACE (CERTIFICATE HOLDER MUST BE MIAMI SHORES VILLAGE BLDG DEPT) D. COPY OF WORKER COMP INSURANCE (EITHER CERTIFICATE OR EXEMPTION) YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE HOLDER AS FOLLOW: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 COMPLETE CONTRACTOR'S INFORMATION BUSINESS NAME: Vila Builders Inc BUSINESS ADDRESS: 2900 SW 121 Ave CITY Miami STATE FL ZIP CODE 33175 BUSINESS PHONE:3( 05 ) 992-7999 FAX NUMBER 3( 05 ) 220-0092 CELL PHONE3( 05 ) 992-7999 QUALIFIER'S NAME: John Vila QUALIFIER'S LIC NUMBER: CCC1327814 E-MAIL ADDRESS (IF APPLICABLE): )ohnvila@bellsouth.net Created on 3119109 BY MLDV I RV 3126109 MLDV � . . . .� .a. y .� y �� 2� 2 « ^ � « ^ d \: . �� .. y. : .,�■� .. : w2 v�. a� : .�. . » d «:. �� w: � . � _ � d~� < % % 2 w . «y« 2� : « . . : . ° \\ 1� \ ° �a � \«�� \� »� yd\� : : x ° �« m . my �� 1: / \ a< »� az: .� � � 1 _ I STATE OF FLORIDA DEPARTMENT OF BUSINESS AND ^. PROFESSIONAL REGULATION CGC1505587 ISSUED: 05129/2014 CERTIFIED GENERAL CONTRACTOR I VILA, JOHN RENE i VILA BUILDERS INC IS CERTIFIED under the provisions of Ch.489 FS. Erokatim date : AUG 31. 2016 L140529=433 h STATE OF FLORIDA DEPARTMENT OF BUSINESS AND -' PROFESSIONAL REGULATION CCC1327814 ISSUED: 05129/2014 CERTIFIED ROOFING CONTRACTOR VILA, JOHN RENE , VILA BUILDERS INC IS CERTIFIED under the provisions of Ch.489 FS. EzpirmUm dale : AUG 31.2018 L14052MMIS99 000020 Local Business Tax Receipt Miami -Dade County, State of Florida —THIS IS NOTA BILL — DO NOT PAY 5949822 �ILBT..-11 BUSINESS NAIU MOCATION RECEIPT NO. EXPIRES VILA BUILDERS INC RENEWAL SEPTEMBER 30, 2015 2900 SW 121 AVE 6206833 Must be displayed at place of business MIAMI FL 33175 Pursuant to County Code Chapter 8A - Art. 9 & 10 OWNER SEC. TYPE OF BUSINESS PAYMENT RECEIVED VILA BUILDERS INC 196 SPECIALTY BUILDING CONTRACTOR By TAX COLLECTOR Worker(s) 1 CCC1327814 $75.00 07/20/2014 ECHECK-14-140199 This Local Business Tax Receipt only confines payment of the Local Business Tax. The Receipt is not a license, permit or a certification of the holder's qualifications, to do business. Holder must comply with any governmental or nongovernmental regulatory laws and requirements which apply to the business. The RECEIPT N0. above must be displayed an all commercial vehicles — Miami—Dade Code Sac 6a-276. For more information, visit www miamidade.umftacollactor 000017 Local Business ' ss Tax`Fieceipt Miami -Dade County, State of Florida THIS IS NOTA BILL - DO NOTPAY - 3686632 BUSINESS NAME&OCATION RECEIPT NO. VILA BUILDERS INC RE14EWAL 2900 SIN 121 AVE 3851293 MIAMI FL 33175 SEPTEMBER 30, 201`5 Must be displayed at place of business Pursuant to County Code Chapter BA - Art 9 & 10 OWNER SEC. TYPE OF BUSINESS VILA BUILDERS INC 196 GENERAL BUILDING CONTRACTOR PAYMENT RECEIVED BY TAX COLLECTOR Worker(s) 1 CG150S i $75.00 07/20/2014 ECHECK-14-140199 This Local Business Tax Receipt only confirms payment of the Local Business Tax. The Receipt is not a license, permit or a certification of the holders qualifications, to do business. Holder must comply with any governmental or nongovernmental regulatory laws and requirements which apply to the business. The RECEIPT N0. above must be displayed on all commercial vehicles — Miami—Bade Code Sec 6a-216. For more Information, visit www.mismidede.gouttexcollector ��RnA CERTIFICATE OF LIABILITY INSURANCE°"�P"=F--m 8/111/2014 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(% AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE :WFICATE HOLDER. MPORTANT It the certificate holder ie an ADDITIONAL INSURED, the potlty (ea) must be Dndorsed. If SUBROGATION IS WAIVED, 3Ubject to the terms and :ondlUDns of the policy, certain P011C)BS may require an endorsement A statement on this certificate does not confer rights to the certificate holder In lieu Of such ;ndor9ement/B). FRANKCRUM INSURANCE AGENCY, INC. 100 S MISSOURI AVE. CLEARWATER FL 33756 �ankCrum 1-800.277-1620 00 5 MISSOURI AVENUE tLEARWATER FL 33756 nur e- Iwc; .sal: 1-500-277-1620 x4800 IVIX•a„: 727-797-0704 A: FRANK WINSTON CRUM INSURANCE �t+xIIFIGrrENUMUER: 261454 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISPED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POUCY 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, THF INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN 18 SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. OVILTR a YYPA aR tNnunAmm ADOL INSR SUER WVD POUCYNUNIBCR POLICY EFF pmaNyyy) POLICY EXP (MI&DDIYYYY) LIMITS AUTHORUDRIPRpINTATNC GENERAI-LIABEITI/ g� COMMERCIAL GENERAL LIABWTY 6tANd3-MADE OCCUR EACH OCCURRENCE $ DAMAGE TO RENTED PREMI3E8 eavaimtGO $ M@D EXP one pwl S PER30NA1,8A0V1N.AAy $ OEN1L AOORFOATR t awl AWULG PLN• GENERAL AGGREGATE PRODUCTS -CCMAICP AGC $ POuCT f7twlUf LW AUTONOe1LE LIABILITY COMBINED BINDLE OMIT ANY AUTO AUTOS ALL OWNEDSCHEDULED AUTOS NON -OWNED MIRED AUTOS AUTOS Ea �md�M S BODILY INJURY (Pv Daae) BODILY INJURY (P■r a ICWeq) PROPERTY ver pwmm UMeRELIA LIME OCCUR C.X0.rG LIAR CIAIM3.MADE MH OCCURRENCE $ DED RETENTIONS A60RE"TE $ $ A WORKERS COMPENSATION AND ENIPLOYERW LIABILITYX ANY PROPRIETOWARTNEROMUTIVE WG2D14M= 1/1/2014 1!1/2015 Val eTATu- OTH TORY LIMITS ER EL EACHACCIDENT $1,000000 OMCER/h1EMSER EXOLUDEO7 (may in NN) N/A EL DISEA88-EAEmVLaYCC $1 000000 TIOe �mcer Ity"IdellDESCRIPTION DEBCRW'RON OFOPERAT{ON8 belay E.L DISEASE. POLICY LIMIT 51 000 OD0 0131; PTION ON an$(1/ Wmw f LOCATIONS / VEHICLES (Adwh ACORD 101, Ad0koml Remertf Schedule, 9 men space le f wAfti) EFFECTIVE 01/27/2014, COVERAGE IS FOR 100% OF THE EMPLOYEES OF FRANKCRUM LEASED TO VILA BUILDERS, INC. (CLIENT) FOR WHOM THE CLIENT IF REPORTING HOURS TO FRANKCRUM. COVERAGE IS NOT EXTENDED TO STATUTORY EMPLOYEES. CERTIFICATE Nomca ACORD 25 (2010/06) The ACORD name end lege Sia regislamd marks o►ACORO 01998-2010 ACORD CORPORATION. All Hghts rasorved, I.00A0018 wnan xvi 9L:130 VLOZAL/80 314OULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEAROP, NOTIGE WILL BE DELIVERED IN MIAMI SHORES VILLAGE ACCORDANCE WITH THE POLICY PROVISIONS, BUILDING DEPARTMENT 10050 NE 2 AVE. AUTHORUDRIPRpINTATNC MIAMI SHORES, FL 33138 g� ACORD 25 (2010/06) The ACORD name end lege Sia regislamd marks o►ACORO 01998-2010 ACORD CORPORATION. All Hghts rasorved, I.00A0018 wnan xvi 9L:130 VLOZAL/80 SECTION R4402.14 HIGH VELOCITY HURRICANE ZONES — UNIFORM PERMIT APPLICATION Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: Roof System Required Sections of the Permit Application Form Attachments Required See List Below Low Slope Application A,B,C 1,2,3,4,5,6,7 Prescriptive BUR -RAS 150 A,B,C 4,5,6,7 Asphaltic Shingles A,B,D 1,2,4,5,6,7 Concrete or Clay Tile A,B,D,E 1.2.3.4.5,6,7 Metal Roofs A,B,D 1,2,3,4,5,6,7 Wood Shingles and Shakes A,B,D 1,2,4,5,6,7 Other As Applicable 1,2,3,4,5,6,7 • •• ATTACHMENTS REQUIRED: • 1. Flre Directory Listing Page • • •2 FPgjr;;Notice Of Acceptance: . ..Front Page *0060: • •Specific System Description MIYU!,cific System Limitations : •:••: . .Geieral Limitations 0.00 : Apilicable Detail Drawings "3' Design Calculations per Section R4403, or If Applicable, RAS 127 or RAS 128 4. Other Component Notice of Acceptances 5. Municipal Permit Application 6. Owners Notification for Roofing Considerations (Re -Roofing Only) 7. Any Required Roof Testing Calculation Documentation v ubt 1'-0" 12'-6" I S-4 2 PLY N NEW WOOD TRUSSES (a) 24" O/C (TYP. %boli m SHALL BE SIGNE AND SEALED BY O A PROFESSIONAL ENGINEER REGISTERE IN FLORIDA - m - J (BYO HERS) Q N w m + w 10 1 w � :. 2 PLY I STE L BE 4 T. B. + 2 wQ �w � oc z0 fn ~ X w Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section C (Low Sloped Roof System) \FIIISpecific Roof Assembly Components Fastener Spacing for Anchor/Base Sheet tify Manufacturer Attachment component is not used, identify as "NA") System Mar facturer: GAF Field: 9 " oc @ Lap, # Rows 2 @ 9 " oc NOA No.: 07aQ219.09 Design Wind Presse Pmax1: -42.8 Pma Max. Design Pressure, System: -52.5 Deck: Type: CDX ply From RAS 128 or Calculations: -71.7 Pmax3: -108.0 the Specific NOA Gauge/Thickness: 5/8" Slope: 2/12 Anchor/Base Sheet & No. of Ply(s): N/A Anchor/Base Sheet Fastener/Bonding Material: N/A Insulation Base Layer: N/A Base Insulation Size and Thickness: N/A Base Insulation Fastener/Bonding Material: N/A Perimeter: 6 "oc @ Lap, # Rows 4 @ 6 " oc Corner: 6 " oc @ Lap, # Rows 4 @ 6 " oc Number of Fasteners Per Insulation Board Field: N/A Perimeter Corner Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. TOIL;Top Insulation Layer: ISO main house only Capshe\house SWAtion Size and Thickness: 2" 2 Ply Fi•; • • • Tdp Ifi$ylation Fagt�pgr(Bonding Material: Stratavent Elimina • ape 4 Asp• • t • • 2" ISO main000000 75# Ba Base•Sheet(s) &4o. ofPly(s): 75# Base, 1 Ply 00000 0 0000 ""' BwLS4&t Fasfeh'eMonding Material: •;:0000' 1-5/81 Tin CA15sM 1-1/4" R/S Nails DIC • 0 • • • •Ply �rpgjs) & Ne. of Pip(s): 2 Plies - Type 4 Fiberglass • 00 Ply cigoet Fastener7lii iding Material: 0:00 Type 4 Asphalt Top Ply: Capsheet 1 ply Top Ply Fastener/Bonding Material: Type 4 Asphalt Surfacing: N/A 0.75' Parapet Mean Roof Height i Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System) Roof System Manufacturer: Enteera Roof Tile Inc Product Approval Number: 11-0414.09 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: -40.9 132: -71.3 P3:-105.4 Maximum Design Pressure Product Approval Specific System: 40.4 Method of Tile Attachment: PolyPro medium paddy Roof Slope: 3 : 12 Steep Sloped System Description Deck Type: 5/8 CDX plywood Underlayment: 30# ASTM Felt nsulation: N/A Fire Barrier: .... N/A • • • • •••• ••••• • • Fastener Type & Spacing: • • • • • • • • • • • • • Ridge Ventilation? 1-1/4" Gal r/s naljs l ;'4.q.�. at laps & % " O.0 No Adhesive Type: • • • • PolyPro - medico paddy • • • • • • • • • •. . •••••• Type Cap Sheet: •. Polyglass P4stick AJ Plus, aself altered . •. • . Roof Covering: • Entegra concrete flat lite* • Mean Roof Height: 13' Type & Size Drips Edge: Fal" face 26 gage ..0000 0000.. .0000. 0000. 0000. ...**. • . • .0000* •0000• Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compare the values for M, with the values from Mf. If the Mr 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 Calculations Per RAS 127" (121: 40.9 x A 0.205 = 8.99 - Mg: 6.97 = Mr, 1.41 Product Approval Mf 40.4 (P2: 71.3 x 0.205 = 15.7 ) -M 9 : 6.97 = M2 7.65 Product Approval Mf 40.4 (P3: 105.4 x a 0.205 = 23.2 -M 9 : 6.97 = Mr3 14.6 Product Approval Mf 40.4 Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (Mr) From Table Below Product Approval Mf M Re uired Moment Resistance* Mean Roof Height --ii- ►Roof Slope 4, Roof 15' 20' 25' 30' 40' 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 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. Compare the values for F' with the values for Fr. If the F' values are greater than or equal to the Fr values, for each area of the roof, then . the tile attachment method Is acceptable. '0000• • • • • • Method 3 "Uplift Based Tile Calculations Per RAS 127" • (01: x+tn • • • = x w:= ) - W: x cos 0: ------ Fr, Product Approval F' • (P2: 20l :. • • = x w:= _) - W:x cos 0: - = F2 Product Approval F .:.(dpi x*1� •. = x w:=) -W:_ x cos 0: - = F,� Product Approval F' � .. • so*: ** * 00 • * • Where to Obtain Information Descrip* . • . 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 •. •Mean4l3oof Height H Job Site 0000 Roof Slope 0 Job Site Aerodynamic Multiplier A Product Approval Restoring Moment due to Gravity M, Product Approval Attachment Resistance M, Product Approval Required Moment Resistance Mr Calculated Minimum Attachment Resistance I F Product Approval Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval The Dimensions I = length w = width Product Approval All calculations must be submitted to the Building Official at the time of permit application. RAS. 12710 , EFFECTIVE MARCH 2092 2010 FBC HVHZ ROOFING APPLICATION STANDARD RAS427 TABLE - RISK CATEGOPY I EXPOSURE CATEGORY "D"' MINIMUM DESIGN WIND UPLIFT PRESSURES IN PSF i FOR FIELD [Pasd (1)], PERIMETER [Pass (2)], AND CORNER [Pass (3)] AREAS OF ROOFS FOR EXPOSURE D BUILDINGS WITH A ROOF MEAN HEIGHT AS SPECIFIED i ROOF SLOPE i > 2:12 to :5 6:12 > 6:12 to _:12:12 ROOF MEAN HEIGHTS Pasd (1) Pasd (2) F Pasd (3) Pasd (1) Pasd (2) & Pasd (3) s 20' 47.0 -81.9 -121:0 -51.4 -60.1 *so.' > 20'to s 25'8 F -55:0 -125.7 -53.4,...4 vf ,'.,•�' > 25' to 5 30' 750.3 : -87:7 -129.6 -55.0 . 4.4 '. •, • • 0.000• > 30'to 5 35' -51.5 -89.9 -132.7 -56;F 90:06f.9 ;0,000 •- •. > 35' to <_ 40' -52.7 -91.9 -135.8 -57.7.. * • •E4f.9. • • '. CALCULATED IN ACCORDANCE WITH ASCE. • • • • • FOR HIP ROOFS WITH SLOPE 55.5:12, Pasd (3) SHALL BE TREATED AS Pasd (2) 3 Pasd = 0.6 Pult asd., allowable stress design ult. ultimate (calculated design pressure) o • •0000• 0000•• • • • 0000•• 0000•• MIAMI-DADE COUNTY PRODUCT CONTROL SECTION BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miemfdade.sovlbuiidins/ Entegra Roof Tile, Inc. 1289 NE 9s' Ave. Okeechobee, FL. 34972 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 BNC - 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 after 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 revoke, modify, or suspend the use of such product or material within their jurisdiction. BNC 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: Bermuda Concrete Flat 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 changg-in-thg applicable building code negatively affecting the performance of this product. 6.0060 0000 6 6 0 0 6 0 TERbMUION of Mis NOA will occur after the expiration date or if there has been a revision or change in the • 0 ' jnaterial§, use, andoip;pMufacture of the product or process. Misuse of this NOA as an endorsement of any •' • • J)roduc� for sales, advastising or any other purposes shall automatically terminate this NOA. Failure to comply 0 0 0 0 with any section of Ohio -AOA shall be cause for termination and removal of NOA. 00000 6 6 :00:00 • ; • • • ADVERTISEMMNT:'The NOA number preceded by the words Miami -Dade County, Florida, and followed by • • the expiration date*tmay be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done hr iq entirety. 0000.. 0000 0 . ..6 INSPEGTION: 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 renews NOA # 10-0518.01 and consists of pages I through 6. The submitted documentation was reviewed by Alex Tigera. NOA No. 11-0414.09 MIAMI.t1ADE COUNTY Expiration Date: 06/07/16 Approval Date: 05/26/11 Page 1 of 6 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tiles Material: Concrete 1. SCOPE This revises a roofing system using Entegra Flat Concrete Roof Tile, as manufactured Entegra Roof Tile Corporation in Okeechobee, FL. as described in Section 2 of this Notice of Acceptance, designed to comply with the Florida Building Code for High Velocity Hurricane Zone. For the locations where the pressure requirements, as determined by applicable Building Code, does not exceed the design pressure values obtain by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Product - Applicant Dimensions Snecitications Description Entegra Flat Tile 1-16" TAS 112 Flat profile, interlocking, high pressure w =10" extruded. concrete roof tile equipped with two nail holes. For mechanical, mortar or adhesive set applications. Trim Pieces 1= varies TAS 112 Accessory trim, concrete roof pieces for use w = varies at hips, rakes, ridges and valley varying thickness terminations. Manufactured for each tile profile. 2.1 MANUFACTURING LOCATION 2.1.1. Okeechobee, FL. 2.2 EVIDENCE SUBMITTED . . .... ...... • • • Test Agency Test Identifier Test Narn"epoA&0- ateRedland RedlandTechnologies 7161-03 • Static Uplift Testing ... • ; Dei` •1991 , Appendix 111 • • • • PA 102 & PA 1020.... 0..:..' The Center for Applied 94-084 Static Uplift Testing • • • • :1 eyO 1994 .... �. Engineering, Inc. PA 101 (Mortar StCl • • • • • The Center for Applied 94-060A Static Uplift Testing WW% 1994•' •' • Engineering, Inc. •' PA 101(Adhesive !et j• LOGO: The Center for Applied 25-7094-2 0• Static Uplift Testing • &. 1994 Engineering, Inc. PA 102 (4" Headlap, Nails, Direct Deck, New Construction) NOA No. 11-0414.09 Expiration Date: 06/07/16 Approval Date: 05/26/11 Page 2 of 6 The Center for Applied 25-7094-8 Static Uplift Testing Oct. 1994 Engineering, Inc. PA 102 (4" Headlap, Nails, Battens) The Center for Applied 25-7094-5 Static Uplift Testing Oct. 1994 Engineering, Inc. PA 102 (4" Headlap, Nails, Direct Deck, Recover/Reroof) The Center for Applied 25-7183-6 Static Uplift Testing Feb. 1995 Engineering, Inc. PA 102 (2 Quik -Drive Screws, Direct Deck) The Center for Applied 25-7183-5 Static Uplift Testing Feb. 1995 Engineering, Inc. PA 102 (2 Quik -Drive Screws, Battens) The Center for Applied 25-7214-1 Static Uplift Testing March, 1995 Engineering, Inc. PA 102 (1 Quik -Drive Screw, Direct Deck) The Center for Applied 25-7214-5 Static Uplift Testing March, 1995 Engineering, Inc. PA 102 (1 Quik -Drive Screw, Battens) Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix 11 PA 108 (Nail -On) Redland Technologies Letter Dated Aug. 1, Wind Tunnel Testing Aug. 1994 1994 PA 108 (Nail -On) Redland Technologies P0631-01 Wind Tunnel Testing July 1994 PA 108 (Mortar Set) Redland Technologies P0402 Withdrawal Resistance Testing of Sept. 1993 screw vs. smooth shank nails The Center for Applied Project No. 307025 Wind Driven Rain Oct. 1994 Engineering, Inc. Test #MDC -77 PA 100 Atlanta Testing & R1.894 Physical Properties Aug. 1994 Engineering, Inc. R2.894 PA 112 R3.894 Professional Service 395-40011-1 Physical Properties Feb 2004 Industri" Inc. PA 112 •; • • • • CeIc!ft'0i rporateg 520109-1 Static Uplift Testing Dec. 1998 • Testl0g, 5trvice ' 520111-4 PA 101 Celotex Uorporatiom�•• 520191-1 Static Uplift Testing March 1999 ;••••; Testigg service *,,,,• PA 101 ..,., Wallt8PE1%ineerfh&.Wc. Calculations Aerodynamic Multiplier March 2004 '..:.. Walker Engineerjng.-1w. Evaluation Calculations 25-7094 Feb 1996 • • • • • • Walker Engineeridg mC. Evaluation Calculations 25-7496 April 1996 Walk!EnVneer?1§,Tf _ Evaluation Calculations 25-7584 December • 0.0.0• 25-7804b-8 1996 • • • • • •a of 25-7804-4 & 5 .:00 25-7848-6 Walker Engineering, Inc. Evaluation Calculations 25-7183 March 1995 Walker Engineering, Inc. Evaluation Calculations Restoring Moment, MA March 2004 Walker Engineering, Inc. Calculations Two Patty Adhesive Set System April 1999 Nutting Engineers 13343.1 TAS 112 05/06/08 NOA No. 11-0414.09 Expiration Date: 06/07/16 M��'.; W Approval Date: 05/26/11 Page 3 of 6 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 TAS 106 may required, refer to applicable building code. 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 and Neighborhood Compliance Department — Product Control Section 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 Entegra `Flat' Concrete Roof Tile and its components shall be installed in strict compliance with Miami Dade County Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations. Table 1: Average Weight (W) and Dimensions (1 x w) Tile Profile Welght W (lbf) Length -1 (ft) 1 Width -w (ft) 1 Ente ra Flat Tile 9.7 1.33 .833 Table 2: Aerodynamic Multipliers - ft Tile Profile % (ft3) Batten Application (Direct Deck A � lication 1 11 Entegra Flat Tile 0.189 10.205) Table 3: Restoring Moments due to Gran - M ft-! Tile Profile 3":12" 4":12" 5":12" 6":12" 0 0 Greatgrthan 7".42"• Entegra Flat Tile BattensDirect) Battens (Deck) Direct Deck Battens Direct Deck Battens K mac• Battenrm • • Direct 'Dock 6.53 6.97? 1 6.43 6.86 6.29 6.71 1 6.14 GaMej 5.97 •6.35 6666 6666•• 6666•• 6666•• • 6666•• • 6666•• • •••• 0000 NOA No. 11-0414.09 Expiration Date: 06/07/16 M�►Moecou�rrY Approval Date: 05/26/11 Page 4 of 6 60.006 .• • 000.00 •0000• •0000 • 6666• 0.00.0 0• • 0066•• •0000• • Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Nall -fin Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Dock (min. 19/3211 plywood) Battens Entegra Flat Tile 2-10d Rin Shank Nails 30.9 38.1 17.2 1-10d Smooth or Screw Shank Nail 7.3 9.8 4.9 2-10d Smooth or Screw Shank Nails 14.0 18.8 7.4' 1 #8 Screw 30.8 30.8 18.2 2 #8 Screw 51.7 51.7 24.4 1-10d Smooth or Screw Shank Nail Field 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 50.3 T 65.5 48.3 3 Installation with a 4" the headlep and festerners are located a min. of 2W from head of tile. Table 5: Attachment Resistance Expressed as a Moment Mt (ft-lbf) for Two Patty Adhesive Set S stems Tile Profile Tile Application Minimum Attachment Resistance Ente ra Flat Tile Adhesive 31.3 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weight per patty 13.9 grams. Polyfoam Product Inc. Average weight per patty 8 grams. MWM4DADE COUNTY JAPPROVEDI NOA No. 11-0414.09 Expiration Date: 06/07/16 Approval Date: 05/26/11 Page 5 of 6 Table 6: Attachment Resistance Expressed as a Moment - Mt (ft-lbf) for Single Eft Adhesive Set Systems ..'Elle &Ome Tile Application Minimum Attachment 0 0 Resistance Eptam Flat Tild .. Tin 00:060 'PoiyProTM 40.4 4 Lar apaddy plWment of 45 grams of o ro 5 •;Medi m padUalatement of 24 grams of Pol Pro7m. MWM4DADE COUNTY JAPPROVEDI NOA No. 11-0414.09 Expiration Date: 06/07/16 Approval Date: 05/26/11 Page 5 of 6 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". ENTEGRA FLAT TILE LABEL (LOCATED ON UNDERSIDE OF TILE) 6. BUnam 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 Building Official or Applicable building code in order to properly evaluate the installation of this system. PROFILE DRAwiNG ENTEGRA "FLAT' CONCRETE ROOF TILE i'" 16 • 10° FIELD TILE 16" \\J// Tmcx BUTT TILE •• of • END OF THIS ACCEPTANCE 0000 0000 0000•• • •• • 000.0•• 0000•• 0000•• • 0000• • • • 0000• 0000•• • 0000•• • • • • • • 0000•• 0000•• .0000. 000• NOA No. 11-0414.09 MIAMFDADE C Expiration Date: 06/07/16 .. Approval Date: 05/26111 Page 6 of 6 M1,IiMt;` r- MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.sov/economy Polyglass USA Inc. 150 Lyon Drive Fernley, NV 89408 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 RER - 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 after 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 revoke, modify, or suspend the use of such product or material within their jurisdiction. RER 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: Polyglass Polystick Underlayments 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 salesd�eivtgtising or any other purposes shall automatically terminate this NOA. Failure to comply with any section • ; • • of this NO►• Shal l be�p9yse for termination and removal of NOA. 6 96 6 96 00 *DVERTINVMENfi!:ifie NOA number preceded by the words Miami -Dade County, Florida, and followed • • • bi the ex+piratJon datg jppy be displayed in advertising literature. If any portion of the NOA is displayed, then • 0 0. ix shall b8'd'dde in it>;.t tltirety. 0000. . . 0000.. ... JWSPEC�AUR: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and • shall be available for ldoftton at the job site at the request of the Building Official. 0000.. . . . . .0699. 9T.bis revises NOA 41 1�I;29;01 and consists of pages 1 through 8. • The subitlttt4d documt~nt0on was reviewed by Alex Tigera. 696 ,-010w� �t APPROVED NOA No.: 12-0713.02 Expiration Date: 09/13/16 Approval Date: 02/14/13 Page I of 8 ROOFING CUMPUNENT APPRovAL Category Roofing Sub-Cateaorv: Underlayment Material: SBS , APP Self -Adhering Modified Bitumen PRODUCTS DESCRIPTION: Polystick TU Roll: TAS 103 and A heavy granuled surface self adhering, APP underlayment 32'10" x 3'3 '/s" ASTM D 1970 polymer modified, fiberglass or polyester Manufacturing Location 100 mils thick reinforced, bituminous sheet material for use as #1 & #2 an underlayment in sloped roof assemblies. Designed as a a roof tile underlayment. (P"lstick TU Plus) Roll: TAS 103 and A rubberized asphalt self -adhering, glass- underlayment 65' x 3'3-3/s" ASTM D 1970 fiber/polyester reinforced waterproofing (Surface Printing) 80 mils thick membrane. Designed as a metal roofing and roof Manufacturing Location tile underlayment. Polystick TU P Roll: Test Product Product Dimensions SpeciflCatiOn Description Polystick MTS Roll: TAS 103 A homogeneous, rubberized asphalt underlayment 658" x 3'3'/8" waterproofing membrane, glass fiber reinforced Manufacturing Location 60 mils thick underlayment. .. with polyolefinic film on the upper surface for #2 use as an underlayment for metal roofing, roof Polystick Tile Pro Roll: tile, slate tiles and shingle underlayment. Polystick IR -Xe Roll: TAS 103 and A fine granular/sand top surface self -adhering, underlayment 65' x 3'3'/8" ASTM D 1970 APP polymer modified, fiberglass reinforced, Manufacturing Location Or 65' x 3' membrane. Designed as alift roofiflg and roof bituminous sheet material for use as an #1 & #2 60 mils thick underlayment in sloped roof assemblies. ..... Designed as an ice & rain shield and as a flat .. .. . ...... Polystick Dual Pro roof file underlayment. Polystick TU Roll: TAS 103 and A heavy granuled surface self adhering, APP underlayment 32'10" x 3'3 '/s" ASTM D 1970 polymer modified, fiberglass or polyester Manufacturing Location 100 mils thick reinforced, bituminous sheet material for use as #1 & #2 an underlayment in sloped roof assemblies. Designed as a a roof tile underlayment. (P"lstick TU Plus) Roll: TAS 103 and A rubberized asphalt self -adhering, glass- underlayment 65' x 3'3-3/s" ASTM D 1970 fiber/polyester reinforced waterproofing (Surface Printing) 80 mils thick membrane. Designed as a metal roofing and roof Manufacturing Location tile underlayment. Polystick TU P Roll: TAS 103 and A rubberized asphalt waterproofing membrane, underlayment 32' 10" x 3'3-3/8" ASTM D 1970 glass-fiber/polyester reinforced, with a granular Manzyactwing Location 130 mils thick surface designed for use as a tile roof."". #2 underlayment. .. 00 . .. • Polystick Tile Pro Roll: TAS 103 and ...... .. • A rubberized asphalt self-ndhering, glass- ...... • Manufactwing Location 6P x 3'3 3/8" ASTM D 1970 fiber/polyester reinforcedV&tVroofipp,,; • • #2 60 mils thick membrane. Designed as alift roofiflg and roof • • • • • • tile...... .le underlayment. .....• . ..... .. .. . ...... Polystick Dual Pro Roll: TAS 103 and A rubberized asphalt self -Z iejng, glass' Manufacturing Location 61' x 3'3 3/8" ASTM D 1970 .• fiber/polyester reinforced waVrproofM • • • #2 60 mils thick membrane, Designed as%afetdlroofingAPA ;•"•; roof file underlayment. ..: • NOA No.: 12-0713.02 ocounrnr Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 2 of 8 • � t PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description Polystick TU Max Roll: TAS 103 and A rubberized asphalt self -adhering, polyester Manufacturing Location 65'8" x 3'3-3/8" ASTM D 1970 reinforced waterproofing membrane. Designed #2 60 mils thick as a a roof tile underlayment. MANUFACTURING PLANTS: 1.Hazelton, PA 2. Winter Haven, FL EVIDENCE SUBMITTED: Test Aeencv Test Identifier Test Name/Report Date Exterior Research & Design, LLC 11756.04.01-1 TAS 103 04/27/01 11756.08.01-1 ASTM D 1970 08/14/01 02202.08.05 TAS 103 08/29/05 Trinity ERD P5110.08.07 TAS 103 08/29/07 P10870.09.08 -R1 TAS 103 12/04/08 P10870.04.09 TAS 103/ASTM D4798 & G155 04/13/09 P33360.06.10 ASTM D1970 07/01/10 P33370.03.11 TAS 103 03/02/11 P33370.04.11 ASTM D 1623 04/26/11 P36900.09.11 TAS 103/ASTM D4798 & G155 09/01/11 P37300.10.11 TAS 110/ASTM D4798 & D1970 10/19/11 P40390.08.12-1 TAS 103 & TAS 110 08/06/12 P40390.08.12-2 ASTM D 1623 08/07/12 P40390.10.12 ASTM D 1970 10/03/12 PRI Asphalt Technologies PRI01111 ASTM D 4977 04/08/02 PUSA-005-02-01 ASTM D 4977 01/31/02 PUSA-018-02-01 ASTM D 2523 07/14/03 PUSA-035-02-01 TAS 103 09/29/06 PUSA-033-02-01 ASTM D 1970 01/12/06 PUSA-055-02-02 TAS 103 12/10/07 PUSA-083-02-01 TAS 103 06/30/08 .... PUSA-089-02-01 TAS 103/ASTM D4798 & G155 07/06/09 . �...D/Ioment a echnologies,elnc. JX20117A TAS 103/ASTM D4798 & G155 04/01/08 •• • •• 86466" • • RX14E8A TAS 103/ASTM D4798 & G155 11/09/09 •' • • • • 9999 • • "•' DX23D8B TAS 103/ASTM D4798 & G 155 02/18/10 ' DX23D8A TAS 103/ASTM D4798 & G155 02/18/10 •••••• . • ..... . .... ..... . . •••••• ...... . .. .. • • • • • NOA No.: 12-0713.02 JAPPROVEDICoin Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 3 of 8 t INSTALLATION PROCEDURES: Deck Type 1: Wood, non -insulated Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626. Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4" head lap. (for base sheet only) Membrane: Polystick membranes self -adhered. Surfacing: None 1. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose decking panels, and sweep the deck thoroughly to remove any dust and debris prior to application. 2. Place the underlayment over metal drip edge in accordance with RAS 111. 3. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release film as the membrane is applied.. All side laps shall be a minimum of 3-%a" and end laps shall be a minimum of 6." Roll the membrane into place after removing the release strip. Vertical strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with applicable building code. 4. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. 5. For ridge applications, center the membrane and roll from the center outward in both directions. 6. Roll or broom the entire membrane surface so as to have full contact with the surface, giving special attention to lap areas. 7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance. & All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Polystick shall be applied over the underlayment. FPPROVED� 0000 . . 0000 0000.. .... 6 . 6 0000.. .. . .. 0000 000060 . 0 . 0000 0000.. . 6 .0606. 0000 . 0000. 41 0000.. . . 0000. 6 0 6..00. 00 66 000006 . 0 . . . . 060... 660.06 . 6 6 . 6.0.00 .. 0000 06.0 NOA No.: 12-0713.02 Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 4 of 8 6..6.. 6666.. 6666.. 6666 6666. 6666.. ..6666 666666 6 GENERAL LEW[TATIONS: 1. Fire classification is not part of this acceptance. 2. Polystick MTS, TU Plus, Tile Pro and Dual Pro may be used in asphaltic shingles, wood shakes and shingles, non-structural metal roofing, roof tile systems and quarry slate roof assemblies. Polystick IR -Xe, TU, and TU P may be used in all the previous assemblies listed except metal roofing. Polystick TU Max may be used in roof tile systems only. 3. Deck requirements shall be in compliance with applicable building code. 4. Polyglass Polystick membranes shall be applied to a smooth, clean and dry surface. The deck shall be free of irregularities. 5. Polyglass Polystick membranes and underlayments shall not be adhered directly over a pre-existing roof membrane as a recover system. 6. Polyglass Polystick membranes shall not be left exposed as a temporary roof for longer than the amount of days listed in the table below after application. Polyglass reserves the right to revise or alter product exposure times; not to exceed the preceeding maximum time limitations. Exposure L' s MTS IR -Xe TU ;TU Plus) 11 TU P Tile Pro Dual Pro I TU Max Winter Haven FL. 180 180 180 180 180 180 180 1 90 Hazelton PA. N/A 30 30 180 N/A N/A N/A NIA 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N-3 of the Florida Administrative Code. 8. In roof tile application, data for the attachment resistance of roof tiles shall be as set forth in the roof tile manufacturer's Notice of Acceptance. Polystick TU, TU Plus, Tile Pro and TU Max may be used in both adhesive set and mechanically fastened roof tile applications. Polystick IR -Xe, and Dual Pro are limited to mechanically fastened roof tile applications. Polystick MTS is limited to mechanically fastened with battens roof rile applications. Polystick TU P may be used in both adhesive set and mechanically fastened roof tile applications with the exception of mortar set tile applications. 9. The maximum roof slope for use as roof tile underlayment for (direct -to -deck) tile assemblies shall be as follows: (See Table Below) Tile Profile Polystick MTS Polystick IR -Xe Polystick TU, TU Polystick TU Plus, TU P, Tile Max Pro Flat Tile Prohibited without 5:12 No limitation No limitation battens Prof a +le 6666 Prohibited without Prohibited No limitation No limitation • ttens •ir4labove stops 14c%itations can be exceeded only by using battens and counter battens in accordance with the Approved Til. Abri: tem Notice of Acceptance and applicable Florida Building Code requirements. Battens •arertyuired•fprjMth loading and installation of tiles at all times. 6666.. 6666.. 6666.. 6666.. 666. . .. seee NOA No.: 12-0713.02 '01aDu Expiration Date: 09/13/16 APPROVE Approval Date: 02/14/13 Page 5 of 8 3 AP S GENERAL LrnI)rmioNS: (coNTINUED) 10. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of tle directly on the underlayment. Refer to Polyglass' Tile loading detail below for loading procedure for all underlayments except Polystick MTS which shall be loaded onto battens. 11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. Polystick MTS, IR -Xe, TU, TU Plus, TU P, TU Max, Dual Pro and Tile Pro may be used with any approved roof covering Notice of Acceptance listing Polystick MTS, IR -Xe, TU, TU Plus, TU P, TU Max, Dual Pro and Tile Pro as a component part of an assembly in the Notice of Acceptance. If Polystick MTS, IR. -Xe, TU, TU Plus, TU P, TU Max, Dual Pro and Tile Pro is not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. LABELING: L All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city and state of manufacturing facility and the following statement. "Miami Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. JAPPRauar�aeu►oacou�en OYED BUILDING PERmn REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: g g e. 1. This Notice of Acceptance. : e e` 0 0 e 0 0 0 2. Any other documents required by the Building Official or applicable building code in order+tegproperlye aAte the installation of this materials. • o g e e• 0000 egos 0000.. 00. 0000 0000.. 0000.. 0 0000.. 0000.. sols 0000.. 0000.. 0000.. 0000. 0000. 0000.. 0000.. 0000.. NOA No.: 12-0713.02 Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 6 of 8 POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES: 1. Polyglass does accept the direct application of Polystick underlayment membranes to wood decks. Installers are cautioned to refer to applicable local building codes prior to direct deck installation to ensure this is acceptable. Please also refer to applicable Product Data Sheets of the corresponding products. 2. All rolls, with the exception of Polystick TU Plus should be back -nailed in selvage edge seam as per Polyglass Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a minimum 1" metal disk as required in Dade County or simplex type nail as otherwise allowable in other regions, at a minimum rate of 12" o.c. Polystick TU Plus should be back nailed in designated area marked "nail area, area para clavar" on the face of membrane, with the above stated nails and/or disks. The head lap membrane is to cover the area being back -nailed. (Please refer to applicable local building codes prior to installation.) 3. All seal lap seams (selvage laps) must be rolled with a hand roller to ensure full contact. 4. All fabric over fabric; and granule over granule end laps, shall have a 6" wide, uniform layer of Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, Polyglass PG500 MB Flashing Cement, applied in between the application of the lap. The use of mastic between the laps does not apply to Polystick MTS. 5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments. Refer to the Polyglass Tile Loading Guidelines. See General Limitations #9 and #10. 6. Battens and/or Counter -battens, as required by the tile manufacturers NOA's, must be used on all projects for pitch/slopes of 77/12" or greater. It is suggested that on pitch/slopes in excess of 6'f4"/12", precautions should be taken, such as the use of battens to prevent tile sliding during the loading process. 7. Minimum cure time after membrane installation & before loading of roofing tiles is Forty -Eight (48) Hours. 8. Polystick membranes may not be used in any exposed application such as crickets, exposed valleys, or exposed roof to wall details. 9. Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, Polyglass PG500 MB Flashing Cement to the area in need of repair, followed by a patch of the Polystick material of like kind should be set and hand rolled in place over the area needing such repair. Patching membrane shall be a minimum of 6 inches in either direction. The repair should be installed in such a way so that water will run parallel to or over the top of all laps of the patch. 10. All self -adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requires a minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hand rollers are acceptable for rolling of patches or small areas of the roof. Brooming may be used where slope prohibits 0110i it g. 11. ATC prove J ss§%bates should be dry, clean and properly prepared, before any application of Polystick %ftli tans 0q=epces. An approved substrate technical bulletin can be furnished upon request, It is recommenda4fhwffer to applicable building codes prior to installation to verify acceptable substrates. Voeo' 12. Jbc PblyglasOMmi-Dade Notice of Acceptance (NOA) approval for Polystick membranes and 49 PolyPfotector8Tbl, can be furnished upon request by our Technical Services Department by calling 1 (800) ...... . . . . NOA No.: 12-0713.02 Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 7 of 8 13. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1 (800) 8944563. 14. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by the National Roofing Contractors Association (NRCA). PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. END OF THIS ACCEPTANCE NOA No.: 12-0713.02 Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 8 of 8 0000 0000 0000.• .. �... ... 0000.. 0000.. 0000.. 0000 0000.. 0000 . 0000. 0000•• • • 0000. • • 0000•• • 000.0• • • • • • • 000000 0000•• •. • 0000 . . NOA No.: 12-0713.02 Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 8 of 8 . Property Search Application - Miami -Dade County Page 1 of 2 OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-3206-014-3740 Property Address: 1001 NE 96 ST < Owner KENNETH LUND &W ALEXANDRA Mailing Address 1001 NE 96 ST MIAMI SHORES, FL 33138-2551 Primary Zone 1400 SGL FAMILY - 3001-3250 SQ Primary Land Use 0802 MULTIFAMILY 2-9 UNITS: 2 LIVING UNITS Beds / Baths / Half 5/4/1 Floors 2 Living Units 2 Actual Area 4,192 Sq.Ft Living Area 3,490 Sq.Ft Adjusted Area 3,417 Sq.Ft Lot Size 12,500 Sq.Ft Year Built 11942 Assessment Information Benefit Type 2014 Year 2014 2013 2012 Land Value $238,000 $158,000 $150,150 Building Value $288,417 $290,953 $304,853 XF Value $23,439 $23,636 $28,328 Market Value $549,856 $472,589 $483,331 Assessed Value 1 $485,301 $472,589 $483,331 Benefits Information Benefit Type 2014 2013 2012 Save Our Homes Assessment • • �' on• • • Exemption Value $50,000 $60,354 $50,000 Taxable Value Cap Reduction $433,331 School Board 2(1080and prior year sales; Qual bye • ' Non -Homestead Assessment Exemption Value $25,000 $25,000 $25,000 Taxable Value $4,201 $447,589 $458,331 Cap Reduction 10/01/2003 $425,000 Exemption Value Homestead Exemption J $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,0001 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description 5-6 53 42 MIAMI SHORES SEC 3 PB 10-37 LOT 17 & 18 BLK 82 LOT SIZE IRREGULAR OR 17352-2494 0896 1 Generated On : 8/10/2014 Taxable Value Information Previous Price OR Book- a • 2014 2013 2012 County • • �' on• • • Exemption Value $50,000 $50,000 $50,000 Taxable Value 1 $435,301 $422,589 $433,331 School Board 2(1080and prior year sales; Qual bye • ' 11/01/2004 $695,000 Exemption Value $25,000 $25,000 $25,000 Taxable Value 1 $464,502 $447,589 $458,331 City ;?OOS.and prior yevtisiales; QSa1 Uy" 10/01/2003 $425,000 Exemption Value $50,000 $50,000 $50,000 Taxable Value $435,301 $422,589 $433,331 Regional Exemption Value 1 $50,000 $5o"Q $50,000 Taxable Value I $45,3Qf • $422`589 1 $413,3 1 Sales Information • Previous Price OR Book- a • • • • • QualifiLtioo 4scripti Sale Page • • �' on• • • ' ZQd$;and priQr.Vg 0.VIes; Qddi 15f• 11/01/2007 $1,000,000 26066-10 elaln of deed • •' • • • 2(1080and prior year sales; Qual bye • ' 11/01/2004 $695,000 22843-27T1 • • ••• • � exa�nofdee�••••• � ;?OOS.and prior yevtisiales; QSa1 Uy" 10/01/2003 $425,000 21742-4666 exam of deeal • •• . 2008 and prior year sales; Qual by 08/01/1996 $225,000 17352-2494 exam of deed The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.govlinfo/disclaimer.asp (http://Www.miamidade.gov/info/disclaimer.asp) http://www.miamidade.gov/propertysearch/ 8/10/2014 Prepared by and Return M: RICHARD A. GOLDEN, ESQ. KRAMER & GOLDEN, P.A. 12000 BISCAYNE BLVD., SUITE 500 NORTH MIAMI, FLORIDA 33181 File 307-07P Parcel lDNumber: 11-3206-014-3740 Warranty Deed � �rrir,� �ir� lira �irrr ��iu real rnrr i�r� irri tCFW 20017RI123502 OR Rk 26066 Ps 1040. Ups) RECORDED 11/27/2007 13334:36 DEED DOC TAX 6x000.00 HARVEY RUVINr CLERK OF COURT MIAMI -DACE COUNTY9 FLORIDA LAST PAGE This Indenture, Made this 19th day of November , 2007 AD_ Between Francisco Maldonado, a single man and Donald Smith DeSimone, a single man of lite County of Miami. -Dade , State of Florida , grantors, and Kenneth Lund and Alexandra Lund, his rife whose address is: 1001 N. E. 96th Street, Miami Shores, FL 33138 of the county of Miami -Dade , state of Florida , grantees. Witnesseth "the GRANTORS, for and in consideration of the sum of ------------------------TEN DOLLARS ($10)----------------------- DOIJARS, and other good and valuable consideration to GRANTORS in hand paid by GRANTEES, the receipt whereof is hereby acknowledged, have granted, bargained and sold to the said GRANTT:GS and GRAM}'ET hens, successors and assign forever, the following described land, situate. lving and being in the County of Miami—Dade Stare of Florida to wit: Lots 17 and 18, Block 82, of MIAMI SHORES SECTION NO. 3, according to the plat thereof, as recorded in Plat Book 10, Page 37, of the Public Records of Miami -Dade County, Florida. a/k/a 1001 NE 96 STREET, MANX SHORES, FLORIDA 33138. and the grantors do hereby fully warrant the title to said land. and will defend the aamc against lawful claims of all persons whomsoever. In Wit" sreof, die rator have umo act their hmx6 and seals Its; day mid year first above written. • Sighed, sealed and delivered A 0 ,CaCC: • • •• • • •••••• • •• •• • • ted • • • s _ r • • • • • (Seal) F an ].iCO Ma1dOAAC10 -;)(X)L•��it 0( , 4A9 .'Lin S •• " is i 44TO Donald Smith DeSimone • • . • • 1$ g88 + P.O. Address: • .. • ...1tC �(�v Z �3d • � • • STATE (IF �lori�a' CaoIINT*'.O0 Miami -Dade I�aL�a f� fX.h13i i • •. •: The finegoiag i"v .mcm was ckwwlcriged before me this 19th day of November , 2007 by • FraneftVIt Maldon&do,"a single man man •••• and Donald Smith *Simone, a single who arc personally kourvo to m: or wlto have produced their Florida driver' s 1 ice se as identification. •;.'� 9TACYSNAIT6R k'yCajWSSIOtitD0''A917A ` EXpIRES:MaY23-M Printed r sr:wM,�7Emwtaar=:v<• `5 } �• Notary 1 C: My Commission Expires: 307-07pse t,sore­. Jb-,onoy6.syria &:.,:.mz (ss,)te,.ssss F. FLwt)-i Book26066/Page1040 CFN#20071123502 Page 1 of 1 Owner's Notification Form SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FO 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 Codec Building govern the minimum requirements and stE ndards of the industry for roofing system installations. Additionally, the following items should be addressed as p rt of the agreement between the 2owf7npnd the contractor. The owner's initial in the adjacent box indicates that t ie item has been explained. 1. Aesthetics -Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration A -ith respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are n t part of a zoning code, should Penailed ssed as part of the agreement between the owner and the contractor. 2. Renailing Wood Decks: When replacing roofing, the existing woo roof deck may have to be in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Bu' Code. (The roof deck is usually concealed prior to removing the existi g roof system). p. Common Roofs: Common roofs are those which have no visible de ineation between neighboring its(i.e.townhouses, condominiums, etc.). In buildings with common roofs, d e roofing contractor and/or ow should notify the occupants of adjacent units of roofing work to be performed. lZiL 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the 0 of maintaining this appearance. 5. Ponding Water: The current roof system and/or deck of the buildin may not drain well and may cause water to pond (accumulate) in low-lying areas of the roof. Ponding can bc an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions ma. not be evident until the original room system is removed. Ponding conditions should be corrected. 0.00•. . . 0000 0600.0 b. Overflow scuppers (wall outlets): it is required that rainwater flow ff solhat'the robfj%not so 666666 overloaded from a build up of water. Perimeter/edge walls or other roof extensions naayJaLock this Ascharge if, overflow scuppers (wall outlets) are not provided. It may be necessary to install over )u"icupN.� &jq accoraan@e 00he Florida Building Code, Plumbing. 000006 6 6 666666 7. Ventilation: Most roof structures should have some ability to vent n tura�;q%row tfirou gh thei$t8$�'or ructural assembly (the building itself). The existing amount of attic ven 'latAn shall notibe seduced.dx:. 0000.. may be beneficial to consider additional venting which can result in extending the setvira8life of the roof:,,,,: 66:. Owner's/Agent's Signature: [_/ Date: Contractor's Signature: L Property Address: 1001 96 St Miami Shores, FL 33138 Permit Ntimber