Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
RF-16-1675
BUILDING PERMIT APPLICATION BUILDING ❑ ELECTRIC Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 Master Permit No. Sub Permit No. ROOFING REVISION LI PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS JOB ADDRESS: 9701 BISCAYNE BLVD ❑ CHANGE OF CONTRACTOR . • FBC 201 ys ► RC -15-1024 ❑ EXTENSION ❑ RENEWAL ❑ CANCELLATION SHOP DRAWINGS City: Miami Shores, County: Miami Dade Zip: 33138 Folio/Parcel#:11-3206-014 3320 Is the Building Historically Designated: Yes NO X Occupancy Type: R-3 Load: Construction Type:V Flood Zone: X OWNER: Name (Fee Simple Titleholder): JOSE G. CASTRO & MARIA G. ALE Address: 9701 BISCAYNE BLVD BFE: FFE: Phone#: 305-582-2836 City: MIAMI SHORES State: FL Tenant/Lessee Name: N/A Email: info@r-method.net Phone#: Zip: 33138 .- CONTRACTOR: Company Name: g !� l 11; 0-C/ 0 -Fs. �(%✓a C'/0 Phone JC 1 r3O3—&5 (90 Address: 9 g y l _. s i 'AA ,S -"-- City: aAILK. 'State: . Zip: 33 11 Li Ci Qualifier Name: 1 v\. A...) 4{- Mr/2-z_ Phone#: SO j -n 3' 8 C0 7. State Certification or Registration #: ' ' SCC / 3 a-6'� 0 Certificate of Competency #: DESIGNER: Architect/Engineer: JOSE RUBEN JIMENEZ: ARCHITECT Phone#: 305-582-2836 Address: 300 OAKWOOD LANE SUITE 100 City: HOLLYWOOD State: FL ' Zip: 33020 Value of Work for this Permit: $ 101000 Square/Linear Footage of Work: 955 ADDITION / 655 ALT. Type of Work: El Addition Q- Alteration ❑ New Description of Work: 'WE \Jk.) f(le_ j/af ❑ Repair/Replace ❑ Demolition (loo .v..si 0,\vo, *--;ovt 47. 0393'0 31.;.? UA • r •y. ri �IY �'.?1 Specify color of color thru 1€V ' COQ{ �„yM,1tr, ,il. � v> A ^�, Submittal Fee $ ,�,t Permit Fee $e) 5 • W Scanning Fee $ • GC Technology Fee $ ,G. 0 Training/Education Fee $ , :,!,;;:a • �,iJ,ti'y1F.iGu ••%/ is a Rtt1C �I .nor ue•v�nv� rrrn'� `t`) .r" N't - - CCF $ ' . f co/CC $ DBPR $ T' d3 Notary $ Radon Fee $ L4, 13 Structural Reviews $ (Revised02/24/2014) a - C) Double Fee $ CP Bond $t�J121� J •Vy TOTAL FEE NOW DUE $ �� I • Bonding'Company's Name (if applicable) Bonding Company's Address City - i i` State Zip Mortgage Lender's Name (if applicable) • Mortgage' Lender's Address City State Zip - Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC 4 OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature j : c The foregoing instrument was acknowledged before me this day of ChU.✓L2_ , 20 / �p , by C 4f 17?7 , who is pers Wally n wn to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: OWNER orAGENT Sign: Print: Seal: 4 My Comm. Expires Dec 19, 2018 4" Commission # FF 152862 es rug a Bonded Tlrcogh Nabs Notary Assn. ********************************** **********s******************s******************”.*****vers*s********* APPROVED BY `�l'i at PI. Plans Examiner Zoning ~•t The foregoing -instrument was acknowlesdgedbefore me this I4.4 , 20 ,LL , by Al�a✓t c\) of ✓Q i, Z, who is personally known to CONTRACTOR . me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: Jose A. Giron FISbN•eEE831658 EXPOIES: Sept 3, 2016 WWWAARO. NOTARY.COM • as (Revised02/24/2014) Structural Review Clerk A,f ? CERTIFICATE OF LIABILITY INSURANCE DATE (MMIDDIYYYY) 06/16/2016 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, tho 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 endorsement(s). PRODUCER First Class Insurance Market 4101 NW 9th Street Miami, FL 33126 Phone (305) 441-2997 INSURED Fax (305) 441-6443 SKYLINE ROOFS CONTRACTORS INC. 9841 SE 4 STREET MIAMI, FLORIDA 33174 CONTACT NAME: COVERAGES PHOB9, Ext). (305) 441-2997 {ac, No): (305) 441-6443 E-MAIL ADDRESS- tclmc@aol.com INSURER(S) AFFORDING COVERAGE INSURER A: ENDURANCE SPECIALTY INSURANCE INSURER B : INSURER C : INSURER D : INSURER E : NA?C q INSURER F : 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. INSR LTR TYPE OF INSURANCE ADDLSUBR POLICY EFF POLICY EXP INSR WYVD POLICY NUMBER (MMIDDIYYYY) (MMIDD/YYYYI LIMITS J❑j COMMERCIAL GENERAL LIABILITY RI] � EACH OCCURRENCE ❑ CLAIMS-MADEJ OCCUR ❑ GERI_ AGGREGATE LIMIT APPLIES PER: M POLICY ❑ 28T ❑ LOC ❑ OTHER AUTOMOBILE LIABILITY ❑ ANY AUTO ALL ❑ AUTOS OWNED SCHED❑ AUTOS • HIRED AUTOS AUTOS AED ❑ 70S ❑ ❑ ❑ UMBRELLA LIAB ❑ ❑ EXCESS LIAB ❑ CLAIMS -MADE ❑ DED ❑ RETENTIONS CBC100001930702 05/05/2016 OCCUR WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y I N ANY PROPRIETOR/PARTNERIEXECUTIV ----1 OFFICER/MEMBER EXCLUDED? (Mandatory in NH) I1 yes, describe under DESCRIPTION OF OPERATIONS below N/A 05/05/2017 $ 1,000,000.00 DAMAGE TO RENTED PREMISES (Ea occurrence) MED EXP (Any one person) $ 100,000.00 $ 5,000.00 PERSONAL & ADV INJURY $ 1,000,000.00 GENERAL AGGREGATE PRODUCTS - COMP/OP AGG $ 2,000,000.00 S 1,000,000.00 COMBINED SINGLE LIMIT (Ea accident) S S BODILY INJURY (Per person) S BODILY INJURY (Per accident $ (Perecd U RROPER DAMAGE $ $ EACH OCCURRENCE AGGREGATE S ❑ STATUTE ❑ EERH E.L. EACH ACCIDENT S EL DISEASE - EA EMPLOYE $ E.L. DISEASE - POLICY LIMIT DESCRIPTION OF OPERATIONS I LOCATIONS r VEHICLES (Attach ACORD 101, Additional Remarks Schedule, If more space Is required) ROOFING #CCC1328700 CERTIFICATE HOLDER CANCELLATION THE CITY OF MIAMI SHORES 10050 NE 2 AVENUE MIAMI SHORES, FLORIDA 33138 ACORD 25 (2014/01) QF S SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIR(.TION DATE THEREOF, NOTICE WILL BE DELIVERED IN AC • RDANIO WITH THE POLICY PROVISIONS. D REPR=SENTATIVE i.. -r © 1988-2014 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Florida Building Code 5th Edition (2 High Velocity Hurricane Zone Uniform Permit Application Section A (General inforrnationi Master Pennit No. ("2-C-- - 101. Li Process No. # Conbactor's Name —C 4y h -h goofs' Gobt-f-ra Job Address t0\ 12)..5col%\)- IEK. -.ow Slope 0 Asphaltic Shingles 9-ILV(1. ROOF CATEGORY 0 Mechanically Fastened Tile afrIgtar/Adhosive Set Tile 0 Metal PaneliShingles 0 Wood Shingles/Shakes Are there Prescriptive BUR -RAS 150 Gas Vent Star? Yes 0 No ROOF TYPE Type: Natural0 LPGX0 ow Roof CI Re -Roofing 0 Recovering 0 Repair 0 Maintenance ROOF SYSTEM INFORMATION . .6. Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SFr • 00 l'400 •troo 0000 • • .0000 • • • • • 0000 • . . • • • • • • . . • Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, sttippers, oigerhcilw scuppers and overflow drains. Include dimensions of sections WC levels, clearly identify dimensions of elevated pressure =MOs and location of parapets.' II . g . a g miliplessimusso- I Ommirtmmumm m mmummomammummminummummummummumummummaurm wommimin wwWimmilm 1; IIIIMMOVM411111 OVUUMUNIMMUNIMUMMUMUMMill RMUMENURNMEMSRMIMMMUUMUNOMMUMIlli NIP , 11111P11110111MIN 1111111111111111110111111S ohm . illimplimplimariltairmilimillumumptioni ....., ........,,!,. ... .. . ........, ,. mummummorrommwrmanuriri mmna:wm mrimmaomminimmwrarommmi mmirpmpuirrur.• WW1 ma mummummum minimalism* immazialmm p,mlimmaiminsimamm willE IIMMMENNUMUMMMLWIAMME MORREMMOMMIN•MMIXAMEINMINNIMMLIMMNI MoiNIM$2AII. 11PMINIIrmtaI1AEMNIIM a IlwmmmP4WSiYn#47UENUMWWgiimnsMA-alM IlikitilatillEatriptigitrahankliiiiMMUMMITIEllig11101111711 mall16ensU 4111hOMM IIMMMUMM .11111111,171.1111ORMIONMNIM 11•11•111.1.111•37•1111110111 MR IMMIMANMillimmISIM millmNIEWINEWOM __MXIMMIMMOMMIMMMEXIMMEMEMHumm SIM rimmamptrwimE2rucimmrmpirmprummimmum irmummimmummiummaimm mommmummummupppp mum 11,2111b.amliMPErIMMSM mumminripmummummannuTrimarmummummummirrumermuimumum Nina 11 acwirmismgmmumwmaVammmspimmimmumm KIMIKUSEMOMMIMUMMINUOHNUMHESIOM 111111e911111111111•IlltilIfillThIllIMMIWIROVISM MINIMINNIMIKINFEAMIMIIIINIEURISIUNIIIII MOE armalomummunemmiummommuutrommemour wommommummmanummirmmiummlummimmummommm r wammommipmmuRiparuncommilIRMANIS Km ;maw annimammourrimneriammtrmireirmmim I UP IIIHNIIINV Off Ird mmummommumammummammmunnumprumumml1M11111111•111111 :WI nu immmorripummil gp_ s• / 3 •• •Tharo. AIME ing 1111•11•Crallif HI MIBUILII•IMBRIVIN INSWIRREIBMIMIWZMIIIIME al gi••••••__ immumplimmommrs -guppaurimpmmiir wig MIMS Ceinungit NossisiminiiimpenINIFMInmigmlingii irmalligignrgrgwA.-dig_111"aji ra_gilipilling"ffIngiminimmUMPRZERN L 41111111:41...t_!...311.. mammal w iirvIminurnmommemmummrimmumummSummuummeo op m mnirmwm mm mielfilipmm mp p mmumpiammmiummrsmmmummummumwmummumonmmoupgou lim Iiii. Inie MS iliallaritifigigligralill s PAIHIE AVIEVIMI g m nryi al ,ANIONIIM IITIMUMW SNAKIMUMMilin MEWHIL Anmmurnmumo I I: Im in. ranadi 1.011UMAMEIMUIraglaanintair+Mailling MOM WM_ MUNN IfuliiIIIIIIMINAWSINIanall•IMIIIIMMIMURIMIWIN inIIIMNIM WWWMUNIMINM • MN pormummumm sainnimm IIIIMMIThollmi inammurintlimislits . Umminswitimlimingiminum • • • • 123_01-48 8/15 PAGE 2 • • • • Anqiit4ffic_moiffiAmiMaAi• • • AfZuMMMMAIMIRIU2LB" • • • • • • • • • • • • Florida Building Code 2018 Edition High Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System) Roof System Manufacturer: SANTA FE TILE CORPORATION Notice of Acceptance Number: 12-0210.01 Minimum Design Wind Pressures, if Applicable (From RAS 127 or Calculations): pi : -39.1 P2: -68.1 P3: -100.7 Maximum Design Pressure -61 9 (From the NOA Specific System): Method of tile attachment: 3M ROOF TILE ADHESIVE FOAM MEDIUM PATTY POLYFOAM ADHESIVE Roof Slope: 4 :12 . . . . .. . . Steep Sloped Roof System Description: • • Deck Type: PLYWOOD 5/8" ype Underlayment: nsulation. Ridge Ventilation? N/A . • .. . . .... .... . . . .. • • .... . . . . . . . .. .. .... . . . .. . ASTM D226 FELT 30# .. . • . . . .... . .... . • .., NA . . . .. . .... . . . 00 . •:• Barrier. NA astener Type & Spacing: 1-1/4 RS NAIL & TIN CAP 6"OC dhesive Type: Mean Roof Height: 16 SELF ADHESIVE ype Cap Sheet: BORAL TILE SEAL oof Covering: SPANISH "S" CLAY TILE Type & Size Drip dge: . . ... • • • • . • • • • • Florida Building Code 2010 Edition High Velocity Hurricane Zone Uniform Permit Application Form Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compared the values for Mrwith the values from Mi• IftheMtvalues are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" 0•1. -39.1 x x 0.297. 11.61) - Mg: 5.69 - mg 5.92 NOA 4 61.9 (p2; -68.1 =1 0.291 2o.23)....?,* 5.69 ..11 ,14.54 NOA 111k 61.9 (P3• ..100 7 :24, 0.29 29.91)—Mg: __ a/aa- NOA Mt 61.9 Method 2 "Simplified The Calculation Per Table Below" Required Moment of Resistance (Mr) From Table Below NOA r Mr Required Moment Resistance* Mean Roof Haight — Roof Slope { 15' 20' 25' 30' 40' 2'ix 34.4 365 38.2 39.7 42.2 3:12 32.2 344 36.0 374 31.8 . 4:12 304 323 33.6 35•.1 •5:12 •• VA. ..Requited Maim= ARai:dance 284 30.1 31.6 • calcuWed &12 26.4 26.0 29.4 la kagth VP, width NOA 7:12 244 25.9 27.1 •••NR ‘0.0 •..• *Mast be used in conjunction with a list of moment based tile systema endoriell.10 the Broward County Board of Rules and Appeals. • • • • • • ..•. For Uplift based tile systems use Method 3. Compared the values for Eriththe •••• : • •' • values for F. If the r values are greater than or equal to the Fr values, for vela. • • area -of the roof, then the tile attachment method is acceptable.• • • • . . . Method 3 "Uplift Based • Tile Calculations Per RAS 1271'• • • • • • • •.• • (Pi :_xl•_a___x cos 0: Fes: NOAF (P2: xi: _=�x w:= J—W:�xcos 0:= Fre NOAF (P3: __ x l• ._= _„__ x w: = . ) — W: x cos 0: _ = Fre _ NOA P' . Where to Obtain Information Description Symbol Where to find Design Pressure P1arP2orP3 RAS 127 Table 1orbyanengineering miebridsFepnedbyPRbecdonASCR 7 Mem Roof Height 13 Job Site Roof Slope 0 Job Site AerodynamicMuitiplier A NOA Restoring Moment due to Gravity MA NOA Attac Resistance Mr NOA MomentReteltbmce M. Calculated ..Requited Maim= ARai:dance ,, F' NOA Requited Uplift Resktente F. calcuWed Avnagclile Weibt W NOA Tile Dimensions la kagth VP, width NOA All calculations must be submitted to thcBuilding Official atthe time ofpesnitapplication. • MIAMDE COUNTY MIAMI-DADE COUNTY REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 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 form. The owner's initials in the designed space indicates that the item has been explained. I ���-I 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) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. ® 2. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system.) Sc.] 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. rc 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 peretations of the underside of the decking may not be acceptable. The owner provides the option of maintainia its al3pearance. ••• 5. Ponding water: The current roof system and/or deck of the building may not drain iwll and tuay Zause • • water to pond (accumulate) in low-lying areas of the roof. Ponding can be an indication tifstrtttural distress and my require the review of a professional structural engineer. Ponding may shorten the life expe:i;ey anc4 perturmankgf• • the new roofing system. Ponding conditions may not be evident until the original roofing!g tern is reP-x 'ed. Pohds• conditions should be corrected. • • • • • • • • 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that t roof is nojpv ioadedWitt a build up of water. Perimeter/edge walls or other roof extensions may block this discharkif arerflow mppers�N outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the regdirenrents of Chapter 15 and 16 herein and the Florida Building Code, Plumbing. 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: Contractor's Signature: Property Address- 123_01-197 ddress• 12301-197 8/15 Date - (4, Permit Number .1- I,"� 5 -/o2 -y Qi0.l Ccy LiD MIAMI COUNTY DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOR) MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 w ww.miatnidadc.eovinera Santafe Tile Corporation 8825 NW 95"' Street Medley, FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid 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. PERA 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. •••• • • ,410 This product is approved as described herein, and has been designed to comply with the Flevsla $uilding jale including the High Velocity Hurricane Zone of the Florida Building Code.• • •• • • DESCRIPTION: Santafe Spanish `S'- Clay Roof Tile • • •••• • • • • ••.• • • • • • • • LABELING: Each unit shall bear a permanent label with the manufacturer's name or loger,' P, tate and•fol owing• •: • •' statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein! • • • • • • • • • • _ • RENEWAL of this NOA shalt be considered after a renewal application has been filed anti there: has bggq st.ehangtr• • • • • • 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 it 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 replaces NOA# 10-I005.15 and consists of pages 1 through 5. The submitted documentation was reviewed by Alex Tigera. MIAMI DARE COUNTY APPROVED Ago' NOA No.: 12-0210.01 Expiration Date: 02/01/16 Approval Date: 05/31/12 Page 1 of 5 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub -Category: Roofing Tiles Material: Clay Deck Type: Wood 1. SCOPE This approves a roofing system using Santa Fe "Santafe 'S" Clay Roof Tile, as manufactured by Ladrillera Santafe S.A. in Bogota, Colombia and distributed by Santafe Tile Corporation as 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 Applicant Dimensions Santafe 'S' Clay Roof L =18" Tile W = 11.1" Trim Pieces 1= varies w = varies varying thickness 2.1 MANUFACTURING LOCATION 1. Bogota, Colombia 2.2 SUBMITTED EVIDENCE Test Agencv The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Redland Technologies MIAMIDADE COUNTY APPROVED Test Specifications TAS 112 TAS 112 Product Description One piece high profile clay roof tile equipped with two nail holes. For nail -on, mortar set and adhesive set applications. Accessory trim, clay roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. • • Test Identifier 94-156-8 94-156-9 25-7205-1 Project: 07-07-00-91 (307023) 7161-03 Appendix II 7161-03 Appendix 111 P 0402 • •• • •••• • • •••• •••• • • • • • • • • • • • • • • Test Name/Repo'rf " Date TAS 101: ' : • Aug. 1994 TAS 103 • • • • TAS 101 " TAS 100 TAS 108 (Nail -On) Static Uplift Testing TAS 102 & TAS I 02(A) Withdrawal Resistance Testing of Screw vs smooth shank nails • •Marcli 1995' •• • Sept. 1994 • Dec. 1991 Dec. 1991 Sept. 1993 NOA No.: 12-0210.01 Expiration Date: 02/01/16 Approval Date: 05/31/12 Page 2 of 5 2.2 SUBMITTED EVIDENCE Test Agency Test Identifier Test Name/Report Date Redland Technologies P 0647-01 TAS 108 Aug. 1994 (Mortar Set) Redland Technologies P 0631-01PA 108 July. 1994 (Mortar Set) CeIotex Corporation Testing Services 520305-01 thru 05 PA 102 June 1999 IBA Consultants, Inc. 2353-4 Restoring Moment Aug. 1999 PRI Asphalt Technologies, Inc. SFTC-003-02-01 TAS 101 12106/02 IBA Consultants, Inc. 2353-70 TAS 101 09/22/03 IBA Consultants, Inc. 2353-71 TAS 101 09/22/03 IBA Consultants, Inc. 2353-93 ASTM C 1167 07/18/05 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 shall be performed in accordance with TAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix '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 Shirr/ rtls listgcl .... section 4.1 herein. • . . • .. . .... • 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to ttiprppf slo,ui!less stated..;• otherwise by the underlayment material manufacturers published literature. • 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in comeliance wish • applicable building code. •• • • 3.7 May be installed on slopes 7:12 and greater.• • • • • • . • • .. •• •• • 4. INSTALLATION • .. • • . • • • 4.1 Santafe 'S' and its components shall be installed in strict compliance with RoofinnApplication Standar...: 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 Weight -W (Ibf) Length -1 (ft) Width -w (ft) Santafe 'S' 6.7 _ 1.5 0.958 MIAMI. DE COUNTY APPROVED NOA No.: 12-0210.01 Expiration Date: 02/01/16 Approval Date: 05/31/12 Page 3 of 5 Table 2: Aerodynamic Multiplyers— X(ftl) Tile Profile ) (ft) Batten Application 1(ft) Direct Deck Santafe 'S' ' 0.274 0.297 Table 3: Restoring Moments due to Gravity - Mg (ft-Ibf) Tile Profile 27:12" 1 3":12" 4":12" 5":12" 6":12" 7":12" or greater Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Santafe 'S' 5.93 i 5.90 5.85 5.82 5.73 5.69 5.56 5.53 5.32 5.29 5.03 5.00 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Nail -On Systems Tile Profile Fastener Type Direct Deck Battens Santafe 'S' Santafe 'S' 2-10d Ring Shank Nails 21.8 N/A One #8 Screw 29.161'1 N/A Two #8 Screws 38.281 N/A One 48 Screw w/ Clip 57.311'` N/A Two #8 Screws w/ Clip 57.60' 61.77' 11. Approved screws as noted Product manufactured by others'. 2. When using one screw it must be installed in the inside hole located nearest to the hump of the tile. . •.• • • . .• . • ..• . •• •.• .• Table • • Table 5: Attachment Resistance Expressed as a Moment Mt Sft-Ibf) • • • for Two Patty Adhesive Set Systems •• •• • Tile Profile Tile Application Minimum Attachment • • • • • • •Resistance ; 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as shown below, or following statement: "Miami -Dade County Product Control Approved". SANTA FE TM MADE IN COLOMBIA LABEL FOR SANTA FE SPANISH "S" CLAY ROOF TILE 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. 18" PROFILE DRAWING When using one screw use this hole. //°N 11.1" MIAMI DADS COUNTY APPROVED "SANTAFE S" CLAY ROOF TILE END OF THIS ACCEPTANCE .... • . • • .... • . . • .. • ....• • • . • •. • • • • • .... • • • • .•.. • ..•. • . • •... .. • • • • • • . . • • • • • • . • • •• • •••• • • • .• •• • NOA No.: 12-0210.01 Expiration Date: 02/01/16 Approval Date: 05/31/12 Page 5 of 5 MIAMFDA COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Boral Roofing LLC. 7575 Irvine Center Drive, Suite 100 Irvine, CA 92618 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 Codi MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.eov/economy including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: BORAL TileSeal . . . .. .. . .... . . . •. . • •• • . LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,•city, state an/ifoJtuwing • • 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 char ge.m..he . materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of anyproduct, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This revises NOA#12-1219.01 and consists of pages 1 through 4. The submitted documentation was reviewed by Juan E. Collao, R.A. MIAMI-DADE COUNTY APPROVED . NOA No.: 13-1113.05 Expiration Date: 07/31/17 Approval Date: 03/13/14 Page 1 of 4 • ROOFING COMPONENT APPROVAL Category: Sub -Category: Material: Roofing Underlayment SBS PRODUCTS DESCRIPTION: Product BORAL TileSeal Dimensions 36" x 36' rolls 36" x 72' rolls MANUFACTURING LOCATION: 1. Brentwood, NH EVIDENCE SUBMITTED: Test Agency Underwriters Laboratories, Inc. IRT-Arcon, Inc. PRI Asphalt Technologies, Inc. PRI Asphalt Technologies, Inc. PRI Construction Materials Technologies, LLC. MIAMFDADE COUNTY APPROVED Test Specification TAS 103 ASTM D 1970 Test Identifier R14610 02-012 NEI -006-02-01 NEI -008-02-01 NEI -045-02-01 NEI -053-02-01 NEI -076-02-01 NEI -034-02-02 Product Description SBS self -adhering asphalt sheet material with a white glass re -enforced polyester surfacing fabric; for use as an underlayment in sloped roof assemblies. Test Name/Report Follow up Service TAS 103 TAS 103 TAS 114 (H) • • • • - •. • • •••• ASTM D 4798 & ASTM G 1SS - • ASTM D 4798 & ASTM Cu 1SS • - TAS 103 / ASTM D4798• • • • • ASTM D 1970 • • • • • - • • • - •• • Date • •g3j28/02 • • •'02128/02 •••- •. •04/V1/02 (77/30/02 • • • • • •(18/8/07 • -0S/01/08 • • •x244/11 01/29/13 • • .• • • • • • • • • ••-• • - • NOA No.: 13-1113.05 Expiration Date: 07/31/17 Approval Date: 03/13/14 Page 2 of 4 • APPROVED ASSEMBLIES: Deck Type 1: Wood, non -insulated Deck Description: 15/32' or greater plywood or wood plank System E(1): Anchor sheet mechanically fastened deck, membrane adhered. Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626 with a minimum 4" head lap and a 6" end lap mechanically fastened to deck with approved nails and tin caps 6" o.c. at the laps and two staggered rows 12" o.c. the field of the roll. Membrane: Surfacing: One or more plies of BORAL TileSeal Underlayment with a minimum 3" head lap and minimum 6" end lap. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release membrane as the membrane is applied. Vertical strapping of the roof with BORAL TileSeal Underlayment is acceptable. All end laps and laps without black selvage area shall be sealed under lap using an SBS modified mastic. Note: When used in Tile roof systems BORAL TileSeal Underlayment shall be back nailed to deck with approved annular ring shank nails and tin caps at a maximum 6" o.c. at the side laps. No nails or tin caps shall be exposed. Approved for Approved Adhesive Set Roof Tile Systems, Mechanically Fastened V.011Mile, ile, Metal Roofing, Wood Shake & Shingles, and Asphaltic Shingle asserOblieS.. •••• • •• • .••• •• • • • . • MIAMI•DADE COUNTY APPROVED •••• . . .. .• . • • •• • • • • • • .• • . • • . • • • • • • • • • • •• • f• • ••.• • • • •• • NOA No.: 13-1113.05 Expiration Date: 07/31/17 Approval Date: 03/13/14 Page 3 of 4 LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. BORAL TileSeal underlayment shall be installed in strict compliance with applicable Building Code. 3. BORAL TileSeal underlayment shall be applied to a smooth, clean and dry surface with deck free of irregularities. 4. BORAL TileSeal underlayment shall not be applied over an existing roof membrane as a recover, but may be applied over a roofing Base/Anchor sheet underlayment. 5. BORAL TileSeal underlayment shall not be left exposed as a temporary roof for longer than 180 days of application. 6. The standard maximum roof pitch for BORAL TileSeal underlayment shall be 6:12 when tiles are loaded directly to the BORAL TileSeal underlayment; loading boards or battens are required on roof pitches greater than 6:12". 7. Refer to Prepared Roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. 8. Tiles shall be stored on battens on roof pitches greater than 6:12". 9. BORAL TileSeal underlayment may be used with any approved roof covering Notice of Acceptance listing BORAL TileSeal underlayment as a component part of an assembly in the Notice of Acceptance. If BORAL TileSeal underlayment 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. 10. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any lose decking pea1s> Sweep the deck thoroughly to remove any dust and debris prior to application. •. • • •: •6,1% .' 11. When applying the membrane in the valley, start at the low point and work to the high p,.rolling eke membrane, • • • vix• from the center outward in both directions. For ridge applications, center the membrane tmtl ro11 from•the centtr • outward in both directions. ."". •• 12. Roll or broom the entire membrane surface so as to have 100% contact with the surfaceoita specraMt•ention . • overlap areas. ' ' .. .. .. . • 13. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembt tp? nt Product Control • • Notice of Acceptance and applicable Building Code. • ' ' • • 14. All protrusions or drains shall be initially taped with a 6" piece of underlayment. This taret piece sh ji be press • • • in place and formed around the protrusion to ensure a tight fit. A second layer of BORAL TileSeal•q&Crtayment shall be applied over the underlayment, and sealed using an SBS modified mastic. 15. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. 16. 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 MIAMI•DADE COUNTY APPROVED END OF THIS ACCEPTANCE MIAMfDADE COUNTY APPROVED NOA No.: 13-1113.05 Expiration Date: 07/31/17 Approval Date: 03/13/14 Page 4 of 4 • Project Address Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795-2204 Permit Parcel Number Issue Date: 612312016 Permit NO. RF -6-16-1.675 Permit Type: Roof Work Classification: Tile/Flat Permit Status: APPROVED Expiration: 12120/2016 Applicant 9701 BISCAYNE Boulevard Miami Shores, FL 33138- 1132060143320 Block: Lot: JOSE GUILLERMO CASTRO Owner Information JOSE GUILLERMO CASTRO Address 9701 BISCAYNE Boulevard MIAMI SHORES FL 33138-2540 9701 BISCAYNE Boulevard MIAMI SHORES FL 33138- Phone CeII Contractor(s) Phone SKYLINE ROOFS CONTRACTORS INC (786)272-2886 CeII Phone Valuation: Total Sq Feet: $ 12,000.00 1610 Type of Work: Re Roof Additional Info: NEW ROOF INSTALLATION TILE AND FLAT Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee - New Roof Scanning Fee Technology Fee Total: Amount $7.20 $4.13 $4.13 $2.40 $275.00 $9.00 $9.60 $311.46 Pay Date Pay Type Invoice # RF -6-16-60218 06/23/2016 Cash 06/16/2016 Check #: 1205 Amt Paid Amt Due $ 261.46 $ 50.00 $ 50.00 $ 0.00 Available Inspections: Inspection Type: Up Lift Report Tin Cap Final Roof Tile In Progress Roof in Progress Renailing Affidavit Review Roof Cap Sheet In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above-named contractor to do the work stated. Cr11-f f June 23, 2016 Authorized Signature: Owner / Applicant / Contr€tor / Agent Building Department Copy Date June 23, 2016 1 Testing Agency Name: Address: Telephone: Fax: Email: Representative Name: Title: TAS 106 TEST RESULTS REPORT GENERAL INFORMATION A+ Engineering Testing Lab, LLC. 7066 SW 44 St Miami F133155 305-668-5792 786-513-3754 aplusetIla)yahoo.com Eng. ABDIAS H. SAENZ P.E # 69687 SITE SPECIFIC. INFORMATION Roofing Contractor: Job Address: SKYLINE ROOFS CONTRACTORS 9701 BISCAYNE BLVD, MIAMI, FL 33138 Certification No. 16-0413.03 C15-IoZ`� Permit #: RF -6-16-1675 Contact. Name: MIGUEL Owners Name: Type of Tile: Roof Height: Job Access: PH: 786-327-1926 JOSE GUILLERMO CASTRO SANTA FE 24 feet LADDER Approximate Square Footage of Roof: Required Testing Force: 35 LBS Roof Pitch: 3/12 Gate: Date Installed: NO 12.00 ft 2 Date Tested: 12/30/16 Testing Equipment: M2-100, S-3741465 TEST LOCATION PASS FAIL CORNER 04 - PERIMETER 24 - RIDGE 19 - FIELD 25 - TOTAL: 72 - ▪ •�▪ .o• ' = * \ STATE IN ACCORDANCE4W ONAL � OF PROTOCOL PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. THIS TAS 106 TEST HAS BEEN PERFORMED IN FULL ACCORDANCE TO THE REQUIREMENTS OF DADE COUNTY, WITH NO DEVIATIONS THIS REPORT IS NOT GUARANTEED IN CASE OF NATURAL DISASTERS. A+ Engineering Testing Lab ROOF DIAGRAM 9701 BISCAYNE BLVD, MIAMI, FL 33138 (PERMIT #RF -6-16-1675) 16 17 9 64 31 63 15 '065 •- 6218 2 66 61 14 35 60 19 67 59 58 13 36 57 68 40 4 50 12 37 56 22 48 69 11 3 70 10 8 9 7066 SW 44 St Miami FL 33155 PH: 305-668-5792 Fax: 786-513-3754. aplusetl@yahoo.com