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RF-14-1200Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-216017 Scheduled Inspection Date: August 01, 2014 Inspector: Rodriguez, Jorge Owner: CHURCH, ST ROSE OF LIMA CATHOLIC Job Address: 10690 NE 5 Avenue Miami Shores, FL Project: <NONE> Contractor: CITY ROOFING AND CONSTRUCTION INC umiaing uepanment comments RE -ROOF FLAT Permit Number: RF -6-14-1200 Permit Type: Roof Inspection Type: Final Roof Work Classification: Flat Phone Number (305)758-0539 Parcel Number 1122310430010 INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-215925. CREATED AS REINSPECTION FOR INSP-213856. Not ready Failed Correction ❑ Needed Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. July 31, 2014 For Inspections please call: (305)762-4949 Page 6 of 21 k 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: JOB ADDRESS: City: Foho/Parcel#: BUILDING Permit No. c7 JUN 0.0 2014 FBC 20 1 12) Master Permit No. 12'r— I �-(I'04,0(') ROOFING County: Miami Dade Zip: Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple ( _ qeS Phone#:5' City: 1 State: Tenant/L.essee Name: Phone#. Email: CONTRACTOR: Address: City: Qualifier Name: _ State Certification or Registration t ��� 1 � � Certificate of Competency #: Contact Phone#: -aLA eXq 9 �J Email Address: J, -\I DESIGNER: Architect/Engineer. Phone#. Value of Work for this Permit: $ e I ✓ y Square/Linear Footage of Work q00 Sr Type of Work: DAddition UAlteration ONew epair/Replace LIDemolition Description of Work: ry Color thru tile: Submittal Fee $5QAIQ Permit Fee $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF $ CO/CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ X Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City zip State zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature ,� lit' .+ Signature Owner or Agent The foregoing instrument was acknowledged before me this day of 20 by ,� ®nes , who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: The foregoing instrument was acka day of , 20 _, by who is Personally M0= 4D TMA or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: �7Sign: Print: Print My Commission Ex l 1- - l My Commission Expires: l I �� el. -C I ••. Expires: Nov 13,1017 APPROVED BY Plans Examiner Structural Review (Revised 3/1=012XRmised 07/10/07)(Revised 06/10/20o9)(Revised 3/15/09) acqueline B Zoning Clerk To: Re: 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. Miami Shores Village Building Department 10050 NE 2� Ave Miami Shnraa ri 4%4'26 Owner's Property Date: WI Roofing Permit Number. Dear Building official: I .( Y' -P 01 M COf (R,� certify that I am not required to retrofit the roof to wall connections of my building because: The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad va orem 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 State of Florida County of Dade Print Name The undersigned, being the first duly swom, depos_@s and says that he/she is the owner for the above property mentioned. Swom to and subscribed before me this day of "`4%,Jacqueline Espinosa Espinosa. on Notary Public, Sate of Florida at Large ' r; xoa 13,2017 • Whm the just valuadon of the ftcwre for pwpm of ad valorem taxation is equal th or more than $300,QO.00, and the budding was not constructed with FW nor a 1994 SFBC. Then you must provide a budding appdcadon from a General Contractor for fie Roof to Wad oomec ion Hurdcane Mitigation. RevhW on 01/2009 9a+,; IVy Miami Shores Village CCF 10050 N.E. 2nd Avenue NE DBPR Fee Miami Shores, FL 33138-0000 DCA Fee Phone: (305)795-2204 Education Surcharge $0.80 Project Address Parcel Number Applicant 10690 NE 5 Avenue 1122310430010 ST ROSE OF LIMA CATHOLIC CI Miami Shores, FL Block: Lot: Owner Information Address Phone Cell ST ROSE OF LIMA CATHOLIC CHURCH 9401 RISC BLVD (305)758-0539 MIAMI FL 33138-2970 Contractor(s) Phone Cell Phone CITY ROOFING AND CONSTRUCTION of Work: Re Roof Tonal Info: RE -ROOF FLAT itication: Residential Fees Due Amount CCF $2.40 DBPR Fee $3.75 DCA Fee $3.75 Education Surcharge $0.80 Permit Fee - New Roof $250.00 Scanning Fee $9.00 Technology Fee $3.20 Total: $272.90 Valuation: $ 3,750.00 Total Sq Feet: 400 Pay Date Pay Type Amt Paid Amt Due Invoice # RF -6-14-51869' 06/09/2014 Credit Card $ 50.00 $ 222.90 06/30/2014 Cash $ 222.90 $ 0.00 i Available Inspections: Inspection Type: Tin Cap Final Roof Roof in Progress Renailing Affidavit Review Building Review Roof Applicant Copy For Inspections, Call (305) 762-4949 or Log on at https://bldg.miamishoresvillage.com/capi. t he up"fo l l Irr> s NOTICE: In addition to the requirements of this permit, there may be AND THERE MAY BE ADDITIONAs PERMITS REQUIRED FROM OTHER additional restrictions applicable to this property that may be found in GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT the public records of this county. DISTRICTS, STATE AGENCIES, OI 1, FEDERAL AGENCIES. June 30, 2014 2 Ownees Notification Foran HVHZ 2010 lDefivering F -x- J— Emery 0.7," SECTION 1524 HIGH VELOCITY HURRICANE ZONES-- 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 initial in the designated space indicates that the item has been explained. t1-1. Aesthetics -workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Z e) 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 •.O• as part of the agreement between the owner and the contractor. "... . `.... reL2. Renailing wood decks: When replacing roofing, the existing woad roof wLmay �vW Jo be....;. ed in accordance with the current provisions of Chapter 16 (High Velocity Hurtieame Zones) -of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing r4rsyAem); • 3=mon roofs: Common roofs are those which have no visible delineaotgetweejighbo uni (i.e. ouses, condominiums, etc.). In buildings with common roofs, the rop6apontracter and/or . owner should notify the occupants of adjacent units of roofing work to be performed :994o •••••• .. .Exposed ceilings: Exposed, open beam ceilings are where the underside of the rood d§Mng dan bd vi 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 main this appearance. 7 -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. . Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overl ed 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 equirements of: Chapter 15 and 16 herein and the Florida Building Code, Plumbing. intar. Ventilation: Most roof structures should have some ability to vent natural airflow through the r 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, venting shall not be required. Owner's/Agent's Signature:, -a` Date: I l 1 Contractor's Signature: Permit Number: Property Address: p x AFFIDAVIT OF COMPLIANCE WITH ROOF DECKING ATTACMdENT AND SECONDARY WATER BARRIER HURRICANE MITIGATION RETROFIT FOR EXISTING SITE-DuELT SINGLE FAMILY RESIDENTIAL STRUCTURES PURSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores, FI 33138 �41WCO ct. R®: Owner's Name Property Address gr�sk)e I U S S4-' '..'': ...:.. Roofing Permit Number • • • • • • • • • • • • 00 Dear Building Oficial: • • • • • • • • I certify that the roof decking attacbment and fasteners hale beeir;...; • strengthened and corrected and a secondary water barrier has been provided as required ;X �e uar of Hurricane Mitigation Retrofits for Existing Site -Built Single Family Structures" adopted'by th% Florida Building Commission by Rule 9B-3.047 F.A.C. of Qualifying Agent Print STATE OF FLORIDA COUNTY OF E Sworn to and si mbed before me this day of )(j , 20 (SEAL) dI '.h. Jacqueline ESpinm C=dsdon#FF070372 aftires: Nov 13, 2017 ersonallyknown ' wN° www.AnOWMARHoom or Produced Ideniificaiion 30000c Sftdon G:P ti (Low 81" Root?° . Fdd in dye sp"Nc roof a"emblye cOrti ROOF SYN , t�nents /f S ao+nRorre�ntis not requ/r.�t, /nit npt- tEM.NMYFA EG7AF*.G.W TEM T Product Approval fivoA> 14028 A YMM Wind `T� HR:Presua, Front � ��TN 101:or S " NA) s� � Fiekt: 42.t3 w (P2) Perimeters:_ 71..7 per (P3) Comers: RDpsf Maximum DWIgn P!WuntFrom NOA:.502:5 pst Rao, lope w A-2 Roof Mearf:Heigitti1s Per$Pst.Walls: 0 Y s MD !fie: wau. Height;, Deck Type., �:..:.:ctU I Concr te-- support !9 ;Ni14 " o% Attem�.Dedi Type.. ,N/A . Existing: Roof Vapor N/A Andxrr. Sheet SINGLE PLY ......_... �IE: Single'Plir Moque TWO single P1y;5ht V1RdBt" 112'S►met.WldtH.r y No. of S t le Ply iF2 she s;. TV A Single ft a Fa tenirtg EVER©UARI� Whig<Me Wr . ❑ FASTR*RSPAr.10 F'oR: neat EE'•T AT'TA { kCN&UW 7- Perkneter 3., Comer. :.ani &: robrs ■ot >. . ,. NUMER OF FASTENERS P4R INSU ATM WARM - 1:. 2. PerirrteWEl. 3: Corner; Fasisner Tyres `N/A - I slosa-plywou'Fu*, SitIO19:P�-'M6rr�6n6-Parapet WOO -f%hbg Doli jrQ.m 'Wel —SHM-MIMI% coumnvomomo— Wft"mwom"zm*wwrm SUN PL*MAMJ:A$TeNM"- Wood Nater Aftadma. Deck Ty". GAF 1361. Alps Road Wgiyue; -NJ 07470 Scor: This NOA is being issued under Having Jur%sd don (,AIM. ]DJVI ' M G" Ev uare @;qty ®ver t►s¢ret� INSII „ ON0 A copy of t NOA 4WI be provi l and shall be. suable for ins tion Vit, tho job- pito attho.-vpp This NOA revises N4A No.1;3-0423.01 and consists of es l ihrou h . ,The submitted. d%umentation wasleviewed. by Joie L NOA O.:14-012 A 14, rovat motes Membrane Type. TPC Deck Type 31: Concrete, Non-lmdated Deck ripdon: 2500 psi suuctwa crate y 'fes:F() Membrtne adherW d aroody to decd. EvwGuare TPJ Bin Profit ,or Evwc r Self ermg Standi Proffi i ( ► 4 a42 APPftVAl Datil. 82MA4 'PA -0-27,03t AI�IiNARifRi r q.tl*C+I�R4, TORL91306 wRmfingsyswm http:i,' +�:tt�%$b atet�.RiFi'llithA'`�.., Roofing'Systerns ° r9vGuard" "'t'aperad" i$ an ameptabls '4o "9wxgVG ard-ff h any flan: As>an.Optfor► TY 2 s t►a >9ia�ss fat :bad et {^�t.i : 75. a Sheet° or "Til .!!; e:.theW 6r'IG F ',,.*8'0: UltimaTM" Base Shur of *,W,PLASt� Strata �it�#$tOr- VelltfrtQ Base Si�aeC' �lYai���j"� May Su :. W TVV&w "Pmk glass fiber*. sheet (°GAFOLASO #' Or "'Yr -Bl O Ply 4"' Or `CsOlex w or °Tri-Pflr� til m -Fieri I�ly $�>8s We nalled bass phf in the wowing systems, I of:63 I OTM tbrtr — Po"WMW Ot EPS or , ard, any thftn ass, nmdto� fa t t, SAO Sheaet.- —.One or moit p "versa Sob- Fina Resist "t St how,..rfi6ha d. net — Any ULC (membraf mt currPtttty fdr use overt ... A at is,. dete by tire-extstbV M.embraned a�.Clmffi atbn, brit cannot eic�iA22 ,.m i y " Metrkag ., t t'Un t tOd Ins �+wrrt ._ ^%etgy t,�rd�">��tr lvrm G 1JgRry+s," .arra' °p,& M",,�dt,V +fir-° rd"`' AW or'...... €rd.'" yCyY�JI or n5.��t�yyv5��.�, ytiJi�AVnrGi." k 6" if�`��"�,�.r+s y�/AyGuw6R-�{.P ,-I-in.. pm W�gA:�I/w� n,�i¢i{��/�`���m�nkmhy. fbstWWA (gyp���y ¢��.y i'a 1,ci a.."GVer ..... FK W or'"EverG._ _ Pvcs moo i7V �i Et#�to,.80-i 'fl, OIft dia iaAloa SMG" PLY MOMAle RtiQ � SYM A vapor barn may be opttor y kjxunder al Ayttem utftbVarty polybOtOrWratt WolaWl. Yo rVv t ®EnergyGuard*Rerte°.may+ a<,asano nrarera -11 t oY F..nergyGuard type`6wukftna "GAFU.. :Straftrverrii Boo Sheet" may be;utigzed as an addWonW add,pty in any of tate folbwhg, systems. Gattis A - or or or A00 M Uttre or or wood MmbmOe: — "EverGuard{ °i W 4S-mfl to 80-00 or "Eton+ "Em uard&tTPO Sond#itg AdhesWe",,apP Lata rate of 60 �::ter t +Ene:'14 k RW or "Energy,. U{@trrbtam.— Rid" or wood "mort 6D -M4 *r:mE,.,efGllmrW ft&W trard "2O Bondft Adt atues at 'evt(ftarft WS 101 Sanding Adt i -,.6 °a or t3atlr O"rd it#tton*t i — orte or Pfte Roofbosrdo'Of ODensDeckO.Dtm OSECUROCK4 Roof gea " (Type F kX IUSOhtb M-'EnergyGuardlm RF" or MembMim — "Ev uardg i'F`t3" 45 ImOmt :1f4. "EverGuaedt; 0 ,: rd.O- HZO ftrKft AdhWWe".or'eVOGWrd* WS 1.8°i So the", appiddAto Oft Of IZO ft �l L Ca tit i : Zh t . '&erGua Tpo FS U 4S -miff to ab -mu or "Eve0Ouardo: TOO.,f$ Ut(ml SO* m4to 8ti�ttt0, Odhefed vain "EvetGuardO. M 0 itondbtg Adt ive" or Q rdo°WOi6i fat ;A tire", appat a:nftoaf 120- taiga or adhered wrttr "UtfAdhesive W or"t.RF Ad ie .W,. a as.a rto.m# t -at, dia meter d;'wibla47 of -63 61IM014 PM, T"UFU.R i 3# - Raa f Systa t W .. s Ii a JG [ Tf1MA afi S.bs&tC-15%32 trtdbw,. 1/4 "5 CUROC" RW r(Is (7ry" bmutatlow Any UL Class P asphart or 44hdred wth "LRF Adfu kai OPPW per thn Lnstru rts. -- ofwoi more pfts Type iii. ""F.GLAS ft 4" -or n*P P* 4" or *GAM ,. "W; Doft Mc: .. ;.Na x -QW,11 to :c- _ MA_ i F- 4 " p - lfno� "SKURMO Roof Loawrcr (TYPe FRX-0) or "SOCURMK Ging- Roo# Berm" (TVM WNiRX)l x # tw i v4-lt. Ow Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT MkaLI o DATE: b / L Contractor n Owner Architect Picked up 2 sets of plans and (other) Address: 5 i1i C From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Buift epartment to continue permitting process. Acknowledged by PERMIT CLERK INITIAL: RESUBMITTED DATE: j -teq CA PERMIT CLERK INITIAL: v— Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 June 6, 2014 Permit No: RF14-1200 ;h= Building Critique 1. Provide wall flashing detail 2. Provide class A fire rated assembly. Ismael Naranjo, Building Official Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re -submittal drawings. .0000. 0000.. 0000.. 0000. 0000. 0000.. 0000.. . 0000.. ..0. 0000 0000.. 0000 0000 0000 Florida Building Cock 2010 Edition High Velocity HUrdcane Zone UnWarm Permit APpilcation Fonn Ids!► C (WS oamP•W*bnctw4mwftam m, %am"M nam.. --rdi '(r) ,Snag 0000. — *wA *ad e••• MWANon am Bma I m"m TOP hf NMkm Tap k"adMWM WW Thdm..r N o:OW bftft 8N•n Root fi@%K plrepyHdqhL Con py w b F" 1 t 1 wd Ch•pw it IM Tar mon Fs MMaI•k�_ e4••8hs*s) i Na orPry(•k S L Sao Py 81r.gajl Na of Plyi•� ' f r ph81u• F Top TOP Pip F••hrnA X10 3X3 2l0 94- gQIV. MIMIAMP MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Shect, Room 208 BOARD AND CODE ADMINISTRATION DMSION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) .miamidade.eov/economy Tarco Specialty Products, Inc. One Information Way Suite 225 Little Rock, AR 72202 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 shell,not be valid after the expiration date stated below. The Miami -Dade County Product Control Section • � off anti@Bade Cout4yl Md/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product Qr walhial tested fl quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufactnra�.+el incur the expense of such testing and the AHJ may immediately revoke, modify, or upend the q.%e of suclipr(Auct or material within their jurisdiction. RER reserves the right to revoke this acceptance, .. iQ is dete itild by UaU*Dade County Product Control Section that this product or material fails to meet the .. hWiremenumof the applicable building code. This prodMis approved'as described herein, and has been designed to comply with the Florida Building Code • including tit High Vc18Qi't "urricane Zone of the Florida Building Code. 0600 ..... . 0000. .. .;.R�SCRI) 7j()N: T��b S81f-Adhering Modified Bitumen Roofing Systems over Wood Decks 0000 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA#12-0221.02 and consists of pages 1 through 10. The submitted documentation was reviewed by Alex Tigera. NOA No.: 12-0703.06 ttwrt�naoecouwn Expiration Date: 11/08/18 • • • Approval Date: 11/14/13 Page 1 of 10 Membrane Type: SBS Deck Type 1: Wood, Non -Insulated Deck Description: 19/32" or greater plywood or wood plank System Type E(1): Base sheet mechanically fastened. All General and System limitations apply. Base Sheet: Fastening #1: Fastening #2: 0000 0000 0000.. 0000.. 0000.. '. Ply Sheet: . 0.0000 .... • • Membrane! 0000. 000. 00 00 • • &ffacing: • 0000 0000.. 0000 0000 Maximum Design Pressure: One ply of LeakBarrier® EasyLayTM fastened to the deck as described below. Attach base sheet using 12 ga. annular ring shank nails with min. 32 ga., 1-5/8" diameter tin - caps spaced 7" o.c. in the 4" lap and 7" o.c. in three, equally spaced, staggered center rows. Attach base sheet using # 12 Standard Roofgrip or OMG Heavy Duty fasteners with OMG 3" Galvalume Steel Plates or Trufast #12 DP or Trufast #14 HD Fasteners with Trufast 3" •Metal Insulation Plates spaced 10" o.c. in the min. 4" lap and 10" o.c. in two, equally 0 • • Vaced, staggered center rows. .: •One ply of LeakBarrier®EasyBaseTM self -adhered. .. .0 * * *Ohe ply of LeakBarrierx'EasyStick P1usTM self -adhered. 0000 • 0 •:CQptional) Install one of the following to obtain required fire classification. 0 0:. 0. 1. Gravel or slag at 400 lbs/sq or 300 lbs/sq, respectively, in a flood coat of • 00approved asphalt at 601bs/sq. 2. Karnak 97 Fibrated Aluminum Asphalt Roof Coating or Asbestos Free Aluminum Roof Coating at 1'/z gal/sq. -60 psf (See General Limitation #7.) NOA No.: 12-0703.06 MuvtanaoeCExpiration Date: 11/08/18 Approval Date: 11/14/13 Page aof10 WOOD DECK SYSTEM LIMITATIONS: I. A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor sheet. GENERAL LIMITATIONS: I . Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4'x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot moppigg Nyith approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at . each §L* lap and oW. down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceWble: A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt . �.... appPaation of eitker syltem shall be at a minimum rate of 12 lbs./sq. • Note: Spot attafNdd Systems shall be limited to a maximum design pressure of -45 psE •".1.'• Fasteildt;gpacingATAlulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as • tested �n complianc ... ith Testing Application Standard TAS 105. If the fastener value, as field-tested, are below • 275 or" "so shall not be acceptable. a''d.•; Fastener spacing fog suchanical attachment of anchor/base sheet or membrane attachment is based on a minimum *:so** fastenerrssistance#,Wxo in conjunction with the maximum design value listed within a specific system. Should the •:: • • • faste'64ve istancg �e ipss than that required, as determined by the Building Official, a revised fastener spacing, prepgfd&,Ngned and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted' Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this Iimitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform to Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. 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. END OF THIS ACCEPTANCE NOA No.: 12-0703.06 �aar�tianoeeouty rY� Expiration Date: 11/08/18 �Rma' Approval Date: 11/14/13 Page 10 of 10 Florida Building Code 2010 Edition High Velocity Hurricane Zone Uniform Permit Application Foran �Idaft COO° 1NrMarllodBaM NMM pts l l ipm -- r not mosA mo ty as -M-) • 0 0 0 0 • %NMnt••nu�aa..r;�,[ .,,- °°O•po.js,/�4r,�'� 0000 DsOpVftdPnwujWfMMRAsIMOrCWOAMkM Comr. oc • • • ft.t,fU. ft aaL-,L pjU_! Number at I�t+obulars MYtihpAaaon'....' 8oa/d ��� PrOMM FMm sm 8padle NCA Dank Tow, 5& i� And odUn slats a (ala of Py(s)15 !.•. h u mm ww and Thi A - BMW bodoan Deeownsdeardbv Md1ft: hi' h Tap fntd1@on Laid NIA Top - - -, No and n aloww N It TCP MM"M FwfsmW1kw d % Mswrhk Al Now so**) a Na atpwo S !. 8a 8h F ip• Ma�tlat: i, PMshM1gs)A tr•..of 0000.. .. rb.. POIA l w .• Componwts NOW Md • Oafatlta w AppiwMv. • MloodbWft Qult•r. Edp- T&mkodw. • • • ft*Pr4 FbW*V. Con*vjMx Cleat, Cwt. Oft. tls.. FkW*106 Ca rAw- Fb&ft. Copinp. Eta. lr>daft Main Roo/ Hakft ParapM Hd^ ►t fight of Daae Fod*ig. Ca row d M.IMisl, '1" 0111 Thi bMS. Fashnsr Typo. Fadww 8p" or 8ubffA , I "Is"tM E s D*%ft tlat Compy wth I" 111 and CtMpter 18. 3)(3 Zta gC. gQIv. aVF 0000.. • • •0900• . 9.•0. 99... 0000. ...•.. . • 0000.. Tarco Specialty Products, Inc. One Information Way Suite 225 Little Rock, AR 72202 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 CountyMod>:ct Coat: SZ Saction� • (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve tb; to have this product or material tested for quality assurance purposes. If this product or material fails to pr.*gm in the gWpted ; • • • • manner, the manufacturer will incur the expense of such testing and the AHJ may immediately am oke, nfafy„'or ..... suspend the use of such product or material within their jurisdiction. RER reserves the right to ie► yoke this a eo eptanca,.:..' if it is determined by Miami -Dade County Product Control Section that this product or mat&falftls to meA-4 .... • • requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Buildinj God's " including the High Velocity Hurricane Zone of the Florida Building Code. •..• • • • • • • .. . • •..• DESCRIPTION: Tarco Self -Adhering Modified Bitumen Roofing Systems over Wood Decks LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA#12-0221.02 and consists of pages 1 through 10. The submitted documentation was reviewed by Alex Tigera. NOA No.: 12-0703.06 Expiration Date: 11/08/18 Approval Date: 11/14/13 Page 1 of 10 ts. \ MIAMI•QADE „ ` \ 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.aw/economy Tarco Specialty Products, Inc. One Information Way Suite 225 Little Rock, AR 72202 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 CountyMod>:ct Coat: SZ Saction� • (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve tb; to have this product or material tested for quality assurance purposes. If this product or material fails to pr.*gm in the gWpted ; • • • • manner, the manufacturer will incur the expense of such testing and the AHJ may immediately am oke, nfafy„'or ..... suspend the use of such product or material within their jurisdiction. RER reserves the right to ie► yoke this a eo eptanca,.:..' if it is determined by Miami -Dade County Product Control Section that this product or mat&falftls to meA-4 .... • • requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Buildinj God's " including the High Velocity Hurricane Zone of the Florida Building Code. •..• • • • • • • .. . • •..• DESCRIPTION: Tarco Self -Adhering Modified Bitumen Roofing Systems over Wood Decks LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA#12-0221.02 and consists of pages 1 through 10. The submitted documentation was reviewed by Alex Tigera. NOA No.: 12-0703.06 Expiration Date: 11/08/18 Approval Date: 11/14/13 Page 1 of 10 Membrane Type: SBS Deck Type 1: Wood, Non -Insulated Deck Description: 19/32° or greater plywood or wood plank System Type E(1): Base sheet mechanically fastened. All General and System limitations apply. Base Sheet: One ply of LeakBarrier® EasyLayTM fastened to the deck as described below. Fastening #1: Attach base sheet using 12 ga. annular ring shank nails with min. 32 ga., 1-5/8" diameter tin - caps spaced 7" o.c. in the 4" lap and 7" o.c. in three, equally spaced, staggered center rows. Fastening #2: Attach base sheet using #12 Standard Roofgrip or OMG Heavy Djity fgsteners•�jtD.*@MG :Y', • • Galvalume Steel Plates or Trufast #12 DP or Trufast #14 HD Fasfmwts tvith TrufAt 3" . Metal Insulation Plates spaced 10" o.c. in the min. 4" lap and 10"•o.et ito two, egvia'll; ....:. spaced, staggered center rows. .. 6 9 • •0 a• .9006. 60.. 9999 . Ply Sheet: 99 9 9999 99990 One ply of LeakBarrier®EasyBaseTM self -adhered. 96 ' • .6 .6: 9 6 6 6 9 . . Membrane: 00 90 6000 000000 One ply of LeakBarrier�EasyStick PIusTM self -adhered. 000060 • 6 . Surfacing: 6 . . "".' 0600.0 (Optional) Install one of the following to obtain required fire clagsif oation. : 9 1. Gravel or slag at 400 lbs/sq or 3001bs/sq, respectivety, ina flood "of :00* approved asphalt at 60 lbs/sq. 6000 2. Karnak 97 Fibrated Aluminum Asphalt Roof Coating or Asbestos Free Aluminum Roof Coating at 1 Y2 gal/sq. Maximum Design -60 psf (See General Limitation 47.) Pressure: NOA No.: 12-0703.06 Expiration Date: 11/08/18 Approval Date: 11/14/13 Page 8 of 10 WOOD DECK SYSTEM LIMITATIONS: 1. A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor sheet. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foatq jpsulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall .be apptiedoemg sprat, 0 0 0 mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" riLbAs sn three Yews, one at 0 • each side lap and one down the center of the sheet allowing a continuous area of veMil4dan. Eneitcling of hmo •: • strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow *W??ventilatioh. AsphjJ ..0; application of either system shall be at a minimum rate of 12 lbs./sq. • • *0009" 0 • ••.• Note: Spot attached systems shall be limited to a maximum design pressure of -45.W0.0 0 0000 • 0 0 0 * 0 0 0 . 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force%F:7 value 9f x,.75 lbf ,00000 tested in compliance with Testing Application Standard TAS 105. If the fastener value %se jeld-tested are below 275 lbf. insulation attachment shall not be acceptable. 0 0 0600:0 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment 1 based, on a on io" 0 0 fastener resistance value in conjunction with the maximum design value listed within a specific systent* Should the • fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform to Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. 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. END OF THIS ACCEPTANCE APPROVED NOA No.: 12-0703.06 Expiration Date: 11/08/18 Approval Date: 11/14/13 Page 10 of 10