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RF-12-1858Ib II �2_� B DING Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 PERMIT APPLICATION Permit Type: CJIIIIIADDREii-. I 'Ili 1 IN 11 10 N Ci c I OCT 0 62012 FBC 20P Permit No. Master Permit No. ROOFING City: Miami Shores County: Miami Dade Zip: J� 3 Folio/Parcel#: Is the Building Historically Designated: Yes [- ©WNER -. Name (Fee Simple Adore-,-.- q_3-so NO X Flood Zone: M City: m wm'C State 3 C o Tenant/Lessee Name: Phone #: Email: CONTRACTOR: Company Name: � - I �� Phone#: -30T 'i,1916- 73270 Address: � % V-3 to q & City: rvt %A-0-4 < State: �� Zip: a 75 i Z Qualifier Name: FO G'Z4 Phone#: WE — Nr �� 77 2) L4 State Certification or Registration #: eCC 1�3 7- C-O LkZ Certificate of Competency #: Contact Phone#: NO l DP Email Address: F-0 N'Re -M �( {�9�E 1.- f��l ' C® VV DESIGNER: Architect /Engineer: Phone#: Value of Work for this Permit: $ gk I ► t b fl C-) SquareAAnear Footage of Work: � l� CD Type of Work: ❑Addition ❑Alteration ❑New PZepair/Replace ❑Demolition Description of Work: F_ J9;;° CADC) t _T1 LE—: l7 thstii t1Q•% ?-) Rio klo_.5°111� Submittal Fee $ o ' 6JRermit Fee $ Scanning Fee $ Radon Fee $ CCF CO /CC $ DBPR $ Bond $ . Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE 4^4E�m a 'M mmormw Bonding C'ompany's Name (if applicable) _ Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR EMPROVEMENTS 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 rempection fee will be charged. -Signature Owner or Agent The foregoing instrument was acknowledged before me this day of oCT Lz�y-1 C3�PLT' -4��1 �4 , who is rsonally known me or who has produced identification and who did take an oath. NOTARY PUBLIC: Signature Contras or The foregoing instrument was acknowledged before me this day of dC-'t` by/ E:® W VN�v-,;-& who is rso�Iyknownt e or w ho has produced as identification and who did take an oath. NOTARY PUBLIC: M ssion Expires: �� �� � or' X18 My p tWl39W PbddeNele A0�.001p My Commis ' n Expires , APPROVED BY� /4 Z 0 Plans Examiner Zoning Structural Review Clerk (Revised 3 /1=012)(Revised 07 /10WWevised 06/]0/ MXRevised 3/15/09) k d Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: - Miami Shores Village Building Department Date: k® IJL2-, 10050 NE 2nd Ave Miami Shores, Fl 33138 Re: Owner's Name: V!�reg-� R L--4 Property Address: Ct e3 V -,A � q � t kc I-,- Roofing Permit Number. Dear Building Official: I -- Pt-g- r certify that I am not required to retrofit the roof to wall connections of my building because: XThe just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. o The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) Signature Print Name State of Florida County of Dade The undersigned, being the first duly swom, deposes and saysAat he/she is thepwner for the above property mentioned. Swom to and subscribed before me this Notary Public, Sate of Florida at Large When the just valuation of the structure for purpose of ad walow te SFBC. Then you must provide a butiding application from a General ReAsed on 5/2112009 IS equal W 0(! / t Z Roof to Wd connexion Hurricane Mitigation. FBC nor a 1994 �.�yLVU?iTX .1 Folio 11- 3206 - 007 -0040 Property Address 9350 NE 9 PL Owner Name(s) BERTHA I AYALA LUIS J ARTIEDA Melling Address 9350 NE 9 PL MIAMI SHORE FL 33138 Primary Zone 1100 SGL FAMILY - 2301 -2500 SQ Use Code 0001 RESIDENTIAL - SINGLE FAMILY Beds/Baths/Half 3/210 Floors 1 Living Units 1 Ad[. S#, Footage " 1,619 Lot Size 9,225 SQ FT YearBultt 1947 Legal Description 6 53 42 REDDING HEIGHTS SUB PB 45-84 LOT 4 LOT SIZE 75.000 X 123 OR 20462 -2258 06 20021 OR 27453 - 37461010 01 d - � 4 " � �h { `mod •... 'k`' -"3- Current Previous Year 2012 2011 Land Value $111,351 $106,049 Building Value $143,412. $144,244 ue $254,763 $250,293 Assessed Value $254,763 $250,293 Current Previous Year 2012 2011 Homestead; $25,000 $0 2nd Homestead $25,000 $0 senior $0 $0 Veteran Disability $0 Civilian Disability $0 $0 1Alidow(er) $0 $0 Disclahner. MIAMI -DARE COUNTY OFFICE OF THE PROPERTY APPRAISER PROPERTY SEARCH SUMMARY REPORT Honorable Pedro J. Garcia Property Appraiser A Aerial Photography 2012 N Current Previous Year 2012 2011 Sales qualified as a result of examinafion of the deed Exemption/Taxable Exemptlon/Taxable County $50,000 /$204,763 $01$250,293 School Boats! $25,000 / $229,763 $0/ $250,293 City $50,000 / $204,763 $01$250,293 Regional $50,000 / $204,763 $0 /$250,293. Date Amount Recording Qualification Code Book -Page 10/2010 $333,000 27453 -3746 Sales qualified as a result of examinafion of the deed 612002 $300,000 20462 -2258 Sales which are qualified 10/2001 $225,000 2001811032 Sales which are qualified The Office of the Properly Appraiser and Miami -Dade County are continually editing and updating the tax roll and GIS data to reflect the latest property information and GIS positional accuracy. No warranties, expressed or implied, are provided for data and the positional or thematic accuracy of the data herein, Its use, or its interpretation. Although this website Is periodically updated, this information may not reflect the data currently on file at Miami -Dade County's systems of record. The Property Appraiser and Miami -Dade County assumes no liability either for any errors, omissions, or Inaccuracies in the information provided regardless of the cause of such or for any decision made, action taken, or action not taken by the user in reliance upon any Information provided herein. See Miami -Dade County full disclahner and User Agreement at http:/AwAv.miaMdade.govAnfb/discialmer.asp. Property Information inquiries, comments. and suggestions email: powebmaU@miamidade.gov GIS Inquiries, comments, and suggestions email: gis@mlwNdade.gov Generated on: Thursday, October 04, 2012 NOTICE OF COMMENCEMENT A fR WMW COPY WW BE POSTED IN Tlil_ JIB IBTE AT TMDFRWMPWM PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF MIAMWADE: THE UNDERSIGNED hey gives notice that knpmwnwft will be made to cerlso real property, and In =orda m with Chapter 713. Florida SUtAes. the blowing infomtabOn is provided in this Nofe Of COmmenaernO t 1. i agar description of property and WeWaddress: r, I a.A- a A . e_^vrtc-� di 2. Desaip w Of 3.Owner(s) name and address: Interest in propW. Name snd address of fee simple titleholder. 4. COatssotor's & Surly: (Payment lid regtdred by owner from caftact= if a* OR Bk 283DD Ps 3486; (1os) RECORDED 10/04/2012 14.51 ° =30 HARVEY RUVIids CLERK OF COURT MIAMI-DADE COUNTYs FLORIDA LAST PAGE Sp. above smssrved ter' use Of OMce I Name, address and phone number: — Amourd of bond S 6. tender's name and address: � served as provided by 7. Persons within the State of lorida designated by Owner' ton whom notices or other docaunerrts may Section 713.13(1)ta)7., POrida Statute.;, Nantes address and shone nurser B. In sddhtlon to himself, Owners designates the folloWft p si To recasave a copy - 713.IXI) j. Florida Statutes. NOM36 address and phone numt�r 9. Expiration date of ifiis Notice of Commencement {the acpiration data Is 1 ywtrom ire elate of recandk+9 urtm a dat'e10 speo600 wmiqmTo ovimt: ANY PAYMENTS MADE BYTHE OWNER AFTERTHE EXPIR0M OF THE NOTICE-OF C=,MCejWTARE CONSIDERED WROPER PAYMENTS UNDER CHAPTER 713, PART s. SECTION 713.13. FLORIDA STATUTES. AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE O(OAMENO" WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT: gg Eiitie/OfNca STATE OF FLORIDA COUNTY OF MIAMI, DADS > Q Q The foralxoing it ehWent was a4mmodged before me this --- By U Individually. Or Q as wPersanai known, of ❑ produced the fohtowing type of We Stnakire of Notary PUNC: Print Name (SW Under penalties of PWOY• I deal= thid I have read the foregoing and aviw that the twts stag! in ht are true, to the meal of my ivroarledge and bell: SJ e(s) of Owners) or Ownega)'s Aut orized O{ 1 =A**c r/Partmer/Man By VALM. QvrW3 Mo By NOTICE OF COMMENCEMENT A RWMW COPY MW BE POSTED (M TRE,N SITE AT YM OF FIRST WSMW PERMIT NO TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF MIAMI -DARE: THE UNDERSIGNED hareby gives notice that impjovemertts will be made to Certain real property, and in ac cordataa with (hater 713, Florida Statutes. the following Llforrnation is provided In this Notice of ComMancernertt 1. Legal description of Property and WwWaddress: 2. Description of 3.Owner(s) name and address: Interest to propa:W. flWt-5&i Name and address of fee simple titleholder. and C =c13 so Vim q F above reservaci for use of recording alms 5. Surety: (payment bond required by owner from contractor, if any) Name, address and phona number: Amount of bond S 6. L ander's name and address: 7. Persons within the State of Florida designated by owner Upon whom notices or other documents may bs swvad as Provided by Section 713.13(1X8)7., Florida S=dess, Name, address and phone numt M 8. in addition to hUncetf, Owners designates the following person(s) to reeve a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statute. Name, address and phone number 9. Expiration date of this Notice of Comniartoement poeVDalim dam 1 yam+ firomthe deli on recording tisiless a dateis aped WARNMTOOWNEttANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICEOF COMMENCEMENTARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1. SECTION 713.13. FLORIDA STAMES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE CoMM84MNO WORK OR RECORDING YOUR NOTICE OF COADAENCEMENT. Pet= litle/Office STATE OF FLORIDA COUNTY OF MIAMI -DADE C g_�tt this � The � .1~tartt was before me 0 Individually, or 0 as for E,Persm-Ay turown, or 0 produced the following type of Signature of Notary Public Print Name: P (SEAL) Under penalties of peroy, I declare Itud 1 have read the foregoing and RONA4 � that the faces Bated In it are true, to the beaf of my knowledge and be0ef. C.OMM18 99 ta7. X16 Signature($) of Owner(q) or Owner(s)'a Authorized Offic:�l�tecta/Partner/Mana ed By BY lawn aacu s sna OF FLORIDA, OOMW OF DADS OYCERMM0618861JBOtlJ7jrfi ow _.__...rdYm 0 ZD- of03*$W CW is 1_ 0,0, )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. Y COPY OF LOCAL BUSINESS TAX RECEIPT C. _COPY OF LIABILITY INSURANCE (CERTIFICATE HOLDER TO BE MIAMI SHORES VILLAGE BLDG DEPT) D. Y COPY OF WORKERS COMPENSATION (EITHER CERTIFICATE OR EXCEMPTION) 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:_ cJ tc3e--- 5 -Ag L4 BUSINESS ADDRESS: ��Lc'� 'Irt CITY la-i'�4l STATE -:'� ZIP CODE -3 ':3 C Z '1 BUSINESS PHONE: Ll -J-22( `191111 FAX NUMBER ( CELL PHONE (3'T 1 qi? 6 3270 QUALIFIER'S NAME: T-;0044- t-L-E70 �--ad QUALIFIER'S LIC NUMBER: E -MAIL ADDRESS OF APPLICABLE): P® V -A L -7 > M 'T0? -A c c- cz a c f Created on 3119109 BY MLDV 1 RV 3120109 MLDV STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION 9- CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487 -1395 • 1940 NORTH MONROE STREET -0783 MEDINA, EDGAR ORLANDO TOP SEAL SERVICES CORP 598 NW 54TH ST IAM FL 33127 igratulations! With this license you become.one of the nearly one million . idians licensed by the Department of Business and Professional Regulation. ' pro fessionals and businesses range from architects to yacht brokers, from ers to barbeque restaurants, and they keep Florida's economy strong. ry day we work to Improve the way we do business in order to serve you better. 1 Infom�ation about our services, please log onto www.myfloridalicense.com. re you can find more information about our divisions and the regulations that act you, subscribe to department newsletters and loam more about the iartmerWs initiatives. mission at the Department is: License Efficiently, Regulate Fairly. We stantiy strive to serve you better so that you can serve your customers. nk you for doing business In Florida, and congratulations on your new license! DETACH HERE �1 S ATE,OF FLQ Z1.4 R.i ?iration Aatia a'��p��I:, JTTq�{y�N' t •p E5 • �. _ - �+1jr'W*' g yq -:��'b f��. MI1S FL .3127? J. GQOR. >DISPCAY AS REQUIRED 81 L Q 1+ 3 T FIR$T-CLASS ! !A ? U.S. PPOSTAGE 1st FLOOR A't LACE QP: MIAMI, FL MIAMI, FL 3$130 P��TO t:lL4PTE�i 8A AiIkT:!$ ; PERMIT N0.231 689709 -5 THIS IS NOT A BILL — DO NOT PAY RENEWAL BUTIOP SEALEI RVICES CORP RECEIPT NO. 717271-1 -598 NW 54 ST 331127 MIAMI STOP SEAL SERVICES CORP 21T RV E BUSINESS EMPL02EE /S THE IS ONLY A LOCAL . EUSIDIEN TAX RECEIPT: IT DOES NOT PEFWr THE HOLDER TO VIOLATE ANY EXISTMO REGULATORY OR zON= LAWS OF THE 00 NOT FORWARD COUNTY OR CITIES. NOR DOES IT EXEMFr THE HOLDER FROM ANY OTHER PEIM oR .DOTS TOP SEAL SERVICES CORP RECUwEO BY LAW. THIS � NOT A CERTWICATION OF THE HOLDM ACA- DGAR MEDINA 98 NW 54 ST PAYMENTRE� MIAMI FL 33127 tAM ADECOUNTYTAX COLLECTOR 09010227001 1#1111111111 Isli sil l li mills I.Is Pl#._ t1lli t l il t! E lti 11Jt pit M/// 000045.00 923 SEE OTHER SIDE 0 -I�' CERTIFICATE OF LIABILITY INSURANCE ATE {MM /DD/Yl'YY) D10/04/2012 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 pollcy(ies) 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 endorsement(s). PRODUCER ABA Underwriters, Inc. 8796 SW 8 St Miami, F133174 CONTACT NAME Pablo M Conde PHONE FAX - - 305- 220-4821 AD' DA0 mc@aaunderwriters.com INSU AFFORDING COVERAGE NAICS INSURERA: Essex Insurance Company 002732 INSURED Top Seal Services Corp Edgar O Medina 598 NW 54th St Miami FL 33127 INSURERB: Gateway Insurance Company 010621 INSURER C: EACH OCCURRENCE INSURERD: ° A g Ea INSURER E: MED EXP (Arty one person) INSURER F PERSONAL BADVINJURY COVERAGES CERTIFICATE NUMBER: 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. LT R TYPE OF INSURANCE ADDL SUER POLICY NUMBER POLICY EFF LILY EXP LIMITS A GENERAL uAsuw X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE Fx—] OCCUR GL042 201 04/25/12 04/25/13 EACH OCCURRENCE $ 1,000,000 ° A g Ea $ 50,000 MED EXP (Arty one person) $ 5,000 PERSONAL BADVINJURY $ 1,000,000 GENERALAGGREGATE $ 2,000,000 GENI AGGREGATE LIMIT APPLIES PER: X POLICY PRO LOC PRODUCTS - COMP /0PAGG $ 1,000,000 $ AUTOMOBILE LIABILITY ANYAUTO AUTOS ED SCHEDULED AUTOS HIRED AUTOS AUTO SED COM IAN DLSIN LE LIMIT BODILY INJURY (Per person) $ BODILY INJURY (Per acddenQ $ PROPERTY DAMAGE $ UMBRELLALIA6 MCCESS W1B HOOCUR CLAIMS-MADE EACH OCCURRENCE $ AGGREGATE $ DED RETENTION $ B WORIEDCOMPENSATION AND EMPLOYERI LIABILITY ANY PROPRIETORIPARTNER/EXECUT VE y OFFICERIMEMBER EXCLUDED? (Mandatory In NH) If tlescdbe under DESCRIPTION OF OPERATIONS below NIA WC7001194NO 05/31/12 05/31/13 X w TA TU oTH ER EL EACH ACCIDENT $ 1,000,000 EL DISEASE - EA EMPLOYEE $ 1,000,000 EL DISEASE -POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS f LOCATIONS f VEHICLES (Attach ACORD 101, Additional Rernarks Schedule, H mare space is ragWred) CERTIFICATE HOLDER CANCELLATION Miami Shores Village SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Building Dept THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 10050 NE 2nd Avenue ACCORDANCE WITH THE POLICY PROVISIONS. Miami Shores, Fl 33138 auTHORLZEDREPRESENrATrvE W 1808 -2010 ACORD CORPORATION. All rights reserved. ACORD 25 (2010(05) The ACORD name and logo are registered marks of ACORD PDF created with pdfFactory Pro trial version www.r)dffactory.com OWNER'S NOTIFICATION FORM , OCT 04 SECTION 1524 r } �otz t�C T °` § -= 17 HIGH VELOCITY HURRICANE ZONE — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. 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 system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initials in the designed space indicates that the item has been explained. Aesthetics- workmanship: The workmanship provisions of Chapter 15 (H' i Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and r 'ntr . rformance standards. Aesthetics (appearance) are not a consideration with respect to workmanship :; est ues such as color or architectural appearance, that are not part of a zoning code, should be re a e ment between the owner and the contractor. x ~'= A ®Renailing wood decks: When replacing roofing, the existing wood ro e o be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zo °` ) of th . i a Building Code. (The roof deck is usually concealed prior to removing the existing roof system). ® 3. Common roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants and adjacent units of roofing work to be performed. LEI 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 owner provides the option of maintaining its appearance. 5. Ponding water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. F4 b 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Chapter 15 and 16 herein and the Florida Building Code, Plumbing. t 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. Exception: Attic spaces, designed by a Florida - licensed engineer or registered architect to eliminate the attic venting, shall not be required. Owner's /Agent's Signature: R) C�' I Date: t® / ®. / � �. Contractor's Signature: 4=� Permit Number: Property Address: �-3 �� P 123 01 -197 1=9 Section AAA MIAM Miami -Dade County HVHZ Electronic Roof Permit Form ,0 f Roof Type ❑ New Roof J Re- Roofing ❑ Recovering ❑ Repair ❑ Maintenance Are there Gas Vent Stacks located on the roof? ❑ Yes IVNo If yes, what type? El Natural ❑ LPGX Roof System Information Low slope roof area (ft.TEEEI Steep Sloped area (ft.2) ( Total Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. Perimeter Width (a'): Comer Size (a' x a'): �® PERMIT : �® Miami Shores Village APPRO\,ED BY DATE ZONING DEPT 3® C 1r nrl7T ,6'N� Tile Roof System Notice of Acceptance Number (NOA): -0 P- L O Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations): P1• P2• P3: Maximum Design Wind Pressures, (From the NOA Specific system): psf Fill In the specffic roof assembly components. ff a component Is not required, Insert not applicable (n/a) In the text box. Roof Slope: 'Y12" Roof Mean Height r7in ft. Method of Tile Attachment Adhesive, Medium Paddy Polyfoam Polypro- Akemate Me of Tile Attachment per NOA: Drip Edge Size & Gauge: -3" face 241 Drip Edge Material Type: I - Gaivinized Metal- Deck Type: -518" Plywood- Options Insulation: Optional N ilable Substrate: Optional Bailable Substrate Attachment Basesheet Type: Tile Underlayment AafocVment Method: Drip Edge Fastener Type: Profile: Hook Strip /Cleat gauge or weight Select Hook Strip - I . Colo� r q . Section E o� COIIN# Miami -Dade County HVHZ Electronic Roof Permit Form Section E (Tile Calculations) Method 1 "Moment Based Tile Calculations Per RAS 127' For Moment based file systems, use Method 1. Compare the values for Mr with the values from Mf. If the Mf values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. L i • . Method 3 "Uplift Based Tile Calculations Per RAS 127' For Uplift based file 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. P1: x 1: = x w: Description _ - W: = x cos 8: Li = Fr1: 5 NOA F P2: x I: engineer based on ASCE 7. x w: H _ - W. 8 x cos e: = Fr2: 5 NOA F P3: x 1: Mg x w: Attachment Resistance _ - W: Required Moment Resistance x cos A: El = Fr3: 5 NOA F Where to Obtain Information to complete tile calculations Where to Find Description Symbol Design Pressure P1 or P2 or P3 Table 1 RAS 127, or by an engineer analysis prepared, signed and sealed by a professional engineer based on ASCE 7. Mean Roof Height H Job Site Roof Slope 8 Job Site Aerodynamic Multiplier x Product Approval (NOA) Restoring Moment due to Gravity Mg Product Approval (NOA) Attachment Resistance Mf Product Approval (NOA) Required Moment Resistance Mr Calculated Minimum Attachment Resistance F Product Approval (NOA) Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval (NOA) I - length Tile Dimensions w = width Product Approval (NOA) COUNTY MIAMI -DADE COUNTY PRODUCT CONTROL SECTION BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) 119M SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315 -2590 F (7W 315 -2599 NOTICE OF ACCEPTANCE (NOA) wWw•►niumidade soy /balldina/ Eagle Roofing Products LLC 1575 East C.R. 470 Sumterville, FL 33585 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 (AM. This NOA shall not be valid after the expiration date stated below. The Miami -Lade 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. DESCRwTION: Malibu Concrete Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews NOA #06- 0526.09 and consists of pages 1 through 7. The submitted documentation was reviewed by AIex Tigera. NOA No.: 11-0321.01 E Yy Expiration Date: 10/05/16 • ► Approval Date: 05/12/11 Page 1 of 7 ROOFING ASSEMBLY APPROVAL ate o : Roofing Sub Cateeorv: Roofing Tiles Nlaterial: Concrete 1. SCOPE: This approves a system using We Roofing Products Malibu Concrete Roof Tile, as manufactured by Eagle Roofing Products LLC in Sumtereille, 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 Test Product Applicant Dimensions fSggAcations Description Malibu Concrete Tile I= 17" TAS 112 Low profile, interlocking, high pressure w = 121/2" extruded concrete roof tile equipped with W thick three nail hole and double roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications. Trim Pieces l = varies TAS 112 Accessory trim, concrete roof pieces for w = varies use at hips, rakes,-ridges and valley varying thickness terminations. Manufactured for each tile profile. NOA No.:11- 0321.01 p�E Expiration Date: 10/05116 • • Approval Date: 05/12/11 Page 2 of 7 2.1 EVIDENCE SUBMTMD: Test Asency Test Identifier Test Name/Report Date PRI Construction Materials PR106178 TAS 112 08/23/06 Technologies Redland Technologies 7161 -03 Static Uplift Testing Dec. 1991 Appendix III TAS 102 & TAS 102(A) Redland Technologies 7161 -03 Wind Tunnel Testing Dec. 1991 Appendix II TAS 108 (Nail -On) Redland Technologies P0402 Withdrawal Resistance Testing of screw Sept. 1993 vs. smooth shank nails The Center for Applied 94 -060B Static Uplift Testing March, 1994 Engineering, Inc. TAS 101 (Adhesive Set) The Center for Applied 94-084 Static Uplift Testing May 1994 Engineering, Inc. TAS 101 (Mortar Set) Redland Technologies P063I -0I Wind Tunnel Testing July 1994 TAS 108 (Mortar Set) Redland Technologies Letter Dated Aug. 1, Wind Tunnel Testing Aug. 1994 1994 TAS 108 (Nail -On) Professional Service 224 -47099 Physical Properties Sept. 1994 Industries, Inc. TAS 112 The Center for Applied 25- 7094 -1 Static Uplift Testing Oct. 1994 Engineering, Inc. TAS 102 (4" Headlap, Nails, Direct Deck, New Construction)E) The Center for Applied 25- 7094 -7 Static Uplift Testing Oct 1994 Engineering, Inc. TAS 102 (4" Headlap, Nails, Battens) The Center for Applied 25- 7094 -4 Static Uplift Testing Oct. 1994 Engineering, Inc. TAS 102 (4" Headlap, Nails, Direct Deck, Recover/Reroof) The Center for Applied Project No. 307025 Wind Driven Rain Oct. 1994 Engineering, Inc. Test #MDC -76 TAS 100 The Center for Applied 25- 7183 -1 Static Uplift Testing Feb. 1995 Engineering, Inc. TAS 102 (2 Quik Drive Screws, Direct Deck) The Center for Applied 25- 7183 -2 Static Uplift Testing Feb. 1995 Engineering, Inc. TAS 102 (2 QiA -Drive Screws, Battens) NOA No.:11- 0321.01 Expiration Date: 1010546 Approval Date: 05/12/11 Page 3 of 7 I The Center for Applied 25- 7214 -2 Static Uplift Testing March, 1995 Engineering, Inc. 25- 7214 -6 TAS 102 (1 Quik -Drive Screw, Direct Deck) (1 Quik -Drive Screw, Battens) Celotex Corporation 528454 -2 -1 Static Uplift Testing Sep. 1998 Testing Services 520109 -2 TAS 101 Dec. 1998 Walker Engineering, Inc. Evaluation Two Patty Adhesive Set System April 1999 Calculations Walker Engineering, Inc. Evaluation 25 -7183 March 1995 Calculations Walker Engineering, hic. Evaluation 25 -7094 February Calculations 1996 Walker Engineering, Inc. Evaluation 25 -7496 April 1996 Calculations Walker Engineering, Inc. Evaluation 25 -7584 December Calculations 25- 7804b -8 1996 25- 7804 -4 & 5 25- 7848 -6 Walker Engineering, Inc. Calculations Aerodynamic Multiplier Sep. 2006 Walker Engineering, Inc. Calculations Restoring Moment Due to Gravity Sep. 2006 3. LiIVIITAnom 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 `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards 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. NOA No-:I 1- 0321.01 Expiration Date: 10/05/16 Approval Date: 05/12/11 Page 4 of 7 4. INSTALLATION 4.1 Eagle Roofing Products LLC Malibu Concrete Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119 and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w) Tile Profile Weight -W (Ibf) 1 Length -I (ft) 1 Widthaa (ft) Malibu Tile 9.5 1.417 1.04 Table 2: Aerodynamic Multipliers -. ft Tile Profile x (ft) Batten Application a (ft ) Direct Deck Application Malibu Tile 0.305 0.282 Table 3: toring Moments due to Grav Ity - M ft -lb Tile Profile 3 ":12" 4 ":12" 6":12" 6 11:12" T' :12" or greater Malibu Tile Battens Direct Deck 16.66 Battens Direct I Deck Battens Direct Deck. 1 Battens Direct Deck 1 Battens Direct Deck 6.30 1 #8 Screw 6.21 1 6.54 6.08 6.41 5.93 6.25 5.77 6.08 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft -lbf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15132" plywood) Direct Deck (min. 19132" plywood) Battens Malibu Tile 2 -10d Ri Shank Nails 27.8 37.4 28.8 1 -10d Smooth or Screw Shank Nail 8.8 11.8 4.1 2 -10d Smooth or Screw Shank Nails 16.4 21.9 7.1 1 #8 Screw 26.8 26.8 22.9 2 #8 Screw 47.1 47.1 49.1 1 -10d Smooth or Screw Shank Nail Field Clip) 24.3 24.3 24.2 1 -10d Smooth or Screw Shank Nall Eave Clip) 19.0 19.0 22.1 2 -10d Smooth or Screw Shank Nails Field Clip) 35.5 35.5 34.8 2 -10d Smooth or Screw Shank Nails Eave Clip) 31.9 31.9 32.2 2 -10d Ring Shank Nails 43.0 67.5 50.9 1 Installation with a 4" file headep and fastemers are located a min. of 2W from head of tile. NOA No.: 11-0321.01 Expiration Date: 10/05116 Approval Date: 05/12/11 Page 5 of 7 Table S: Attachment Resistance Expressed as a Moment Mf (ft -lbf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Malibu Tile Adhesive 26,1 2 See manufactures com approval for installation requirements. ,pprient 3 Flexible Products Company TileBond Average weight per patty 11 A grams. Polylbayn Product, Inc. Average weight per patty 8 grams. Table 6: Attachment Resistance Expressed as a Moment - Mt (ft Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Malibu Tile Polyfoarn Pol ProTm 86.61 Pol foam PoIyProTm 45.5 4 Larne paddy placement of 44grams of Pol Pro*?'. 20.60 4 Medium paddy placement of 94grams of Po ProTM. Table 7: Attachment Resistance Expressed as a Moment - Mf(ft -ibf) for Mortar Set Systems Tile Tile Attachment Profile Application Resistance Malibu Tile Mortar Set 20.60 5. LABELING : All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below} or following statement: "Miami -Dade County Product Control Approved ". EA G -�%' FLORIDA MALIBU CONCRETE ROOF TILE LABEL, SUMTERVILLE. PLAN!' (LOCATED ON UNDERSIDE OF TILE) NOA No.:11 -0321.01 r�aoP TM Expiration Date: 10/05/16 Approval Date: 05112/11 Page 6 of 7 6. BUILDING PERmrr 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 "w .,, . . APPROVED MALIBu CONCRETE ROOF TILE END OF THIS ACCEPTANCE NOA No.:11- 0321.01 Expiration Date: 10/05116 Approval Date: 05/12/11 Page 7 of 7 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES r-7F ` Florida Building Code Edition 2007 JAN 2 01� High- Velocriy Hurricane Zone Uniform Penult Appiication Form. Segtlnn n (Steen Sloped Roof S,v ste tall [Roof System Manufacturer: E�z Lyp=-4�9 I Notice of Acceptance Number: Minimum Design Wind Pressures, If Applicable (From RAS 127 or CalculationsA • '�q ^ 1 P2: 133• Wt " . Maximum Design Pressure (From the Product Approval Specific BLDG DEPT Deck'lype: 5F�6�T CCL41Pl IfNCE WTr11 All FEDERAL. Type Underlayment: Roof Slope: 12 Insulation: � Fire Barrier: Ridge Ventil i n? Fastener Type & Spacing: Q– Adhesive Type: P� Mean Roof Height: tLA t FLORIDA BUILDING CODE — BUILDING Type Cap Sheet: 1k \ Roof Covering: Fg a v rt,� c-e:k--�� C Type & Size Drip 3 Edge: ROOF ASSEMBLIES AND ROOFTOP STRUCTURES .I 9 Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit Application Form. Section F rile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compare the values for Mr with the values from Mt: If the Mf vaiues are greater than or equal to the Mr values, for each area of the roof, then the file attachment method is acceptable. j t� Meth�o�d /1 ry "'Moment B/ase�d Tile Calculations Per RAS 127" (Pt/ �1 i �L x A of � = T s .02) - Mg�4t? 6 � = Mri 1 - JI Product Approval M f ?6- -(P2 -(k 1` %x 2 '��j��7i =�- Mg 4E p Mr2 E Z TY Product Approval Mf ?�- P (P3: �lx ° LZ1 C Cj-1vlg: k"° 1= Mr3 q Product Approval mfg , Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance (Mr) From Table Below Product Approval Mf M. uired Moment Resistance• Mean Roof Height -•> Roof Slope t8' 20' 25' 30' 40' A*12 2n A 22-2 222 2X11 272 B-12 29.4 20 1 229 2AQ *Must be used in conjunction with a list of momern based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F with the values for Fr. Ifthe F'values are greater than or equal to the Fr values, for each area of the roof, than the tile attachment method is acceptable. Method 3 "Moment Based Tile Calculations Per RAS 127" (Pt: x L = x w: = - W: x cos 0 = Frl Product Approval F. (P2: x L = x w: = ) - W x cos B = Fr2 Product Approval F' fD_• v T «.. Were to Obtain Information DescrIption Symbol Whom find Design PI or P2 or P3 RAS 127 Table 1 or by an enzinminit analysis m=ared by PE based on ASCE 7 MeanitoofHeight H Job Site Roof Slone 8 Job Site Aerodvnmnic Multiplier A Product Amoval Restoring Moment due to Gravi Mg Product Approval Attachment R Mf Product Awroyal Required Moment Resistance Calculated Minimum Attachment Resstan ' F Product Approves Recuired Uplift Resi stance Fr Calculated Average Tile Weisdn W Product Aggrovall Tile Dimensions L- length W = dth wi Product Approval All calculations must be submitted to the buildinp official at The time of permit a licatim, FLORIDA BUILDING CODE —BUILDING