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RF-11-2233Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 167256 Permit Number: RF -12 -11 -2233 Scheduled Inspection Date: August 08, 2012 Inspector: Bruhn, Norman Owner: DAVIS, JEFFREY AND YASMIN Job Address: 9275 N BAYSHORE Drive Miami Shores, FL Project: <NONE> Contractor: ANTHONY B WILSON ROOFING INC Permit Type: Roof Inspection Type: Final Roof Work Classification: Fiat Phone Number (305)577 -3777 Parcel Number 1132050270570 Phone: (305)251 -9123 Building Department Comments RE -ROOF CONCRETE TERRACE DECK Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments August 07, 2012 For Inspections please call: (305)762 -4949 Page 2 of 33 Miami Shores Village Building Department 0 BY: 094 ► 6962®4 ®4P®mg.. ®oomee 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 It- L M INSPECTION'S PHONE NUMBER: (305) 762.4949 1 Permit No. -1 -9s (� BUILDING PERMIT APPLICATION Master Permit No. FBC 20 Permit Type: BUILDING ROOFING /€/� OWNER: Name (Fee Simple Titleholder): —i +G FF2c)y . 'i,: Vi s Phone #: Address: .% °i. 7S /3.7 rho ‘t t City: Ali 4 A4 � S %! o f r State: /7:4- zip: 33 i3 c Tenant/Lessee Name: Phone#: Email: JOB-ADDRESS: -�► do it 4-- Miami Shores County: Miami Dade Zip: 3 3 / 3 Folio/Parcel #: /1-Saar: C..17 - D.S7 0 Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: A 4.'i a L' l `J Do /-7 ,,,,i Phone#: a 4r- aSi F/ Address: •0 L1 �3 SA City: ii%i eq. „.„/ State: / / Zip: 33 / 3 7 Qualifier Name: A Ai v-A, 0 y /12 • 4-4 l S a ^% Phone#:.3 d/C `/ J d State Certification or Registration #: eC eas-1/70 Certificate of Competency #: Contact Phone#: 3 6�: Qf/ •5/13 Email Address: /AJ1 `0 e 4 w < o v x--; Avs . L d a/ DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ °aG Square/Linear Footage of Work: of V3 Type of Work: Addition DAlteration ONew 06epair/Replace ODemolition Description of Work: #.c /Qaulam' ef7/✓ e 2 c ie2ea ce e c. ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ' 0 Submittal Fee $ Permit Fee $ 4 CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ al • Bonding Company's Name (if applicable) Bonding Company's Address City 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOIT.FRS, 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, .O:ONS LT 4'ITL 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature wner or Agent The foregoing instrument was acknowledged before me this day of U 20 ±L, by 's;i4rt. y R. 0 is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Contractor / 54'- The foregoing instrument was acknowledged before me this Le day of ®6d ,6, .. , 20 //, by /IAJIA 4. (J 40.E who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: � �/i-S� a le/ 460„..74% DENISE CiUFFANTI My Commission Expir *s q! ply COMMISSION # DD 69 : , 3 * Nj. EXPIRES: October 24, 2011 9TFOp X00 Bonded Thru Budget Notary Senr&es * ******** *+ kffi**, yok****** ******sk***gc******t******ak****+ksk*8+** k****ffi***tk******* ***ffi****% kas*%h*sk*#******flagiA ********* APPROVED BY A42"l/' Plans Examiner Zoning Structural Review (Revised 07 /10 /07)(Revised 06/ 10/2009)(Revised 3/15/09) Clerk NOTICE OF COMMENCEMENT 1111111111111111111111111 1 1111111111111111111 CFN 201 1R0684-048 OR E.I. 27856 Pe 0648; 11F9'.' RECORDED 10/12/2011 13:57:27 HARVEY RUVIHr CLERK OF C OURT MIAMI -DADE (OUNTYy FLORIDA LAST PAGE STATE OF FLORIDA, COUNTY dF DADE 1 HEREBY CERTIFY that fnis is e true copy of the original flied in tI5 otficern / dey of AD 0 WIT S my hand and Official Seal. j And County Courts ARECORDED COPY MUSTBE POSTED ON THE JOB SITEAT TThti OFF.IRST INSPF.CITON PERMIT NO. TAX FOLIO NO. // - 3 a v •� Da %' .$-'7 STATE OF FLORIDA COUNTY OF DADE r C. THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement 1. Legal description of property and street address: /S Ay L v'C _ /©d /5/...- 43 Z 'V tic 5" ,,,L /i /A 9.2 7-C-- . 1 �.s Act ,t/, .q,ir// Ae•t rJ 2. Description of improvement 3. Owner (s) name and address: ,n—c. /�i- 2e ,/ /Q- /)R ✓s ,. 9.2 7r- ,u. 7? 4a .c / � • • ft-?s 4.N. Interest in property: n4.1 /tJ P oe- Name and address of fee simple titleholder // 4. Contractor's name and address: AA/ VIA 11, y /� IS a ,) ,/ 0d )/L/( .;)-3 S-1/2_ e_ A-1. /9 /Le / T— /. 3 37 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13 (1) (a) 7., Florida Statutes: Name and address: 8In addition to himself, Owner designates the following person (s) to receive a copy of the Lienor's Notice as provided in Section 713.13 (1) (b) 7., Florida Statutes: Nance and address: 9. Expiration date of this lice of Commencement (the expiration date is 1 year from the date of recording unless a different date is specified) Signature of Owner V p (� Print Owner's Name 7;.4 -ire v j R . Sworn to and subscribed before me this ' 9 day of r, 20 / / Prepared by: 61 -- 07 /3,t4./j/s,.� Address: /024 /t/G'- /1..//4 >a. /_/ . 13i 1 7 FIRST -CLASS U.S. POSTAGE PAID MIAMI, FL PERMIT NO. 231 241601-4 THIS(SNOTABILL— DONOTPAY BUSINESS NAME /LOCATION RENEWAL RECEIPT NO. ANTHONY WILSON ROOFING INC STATE* CCC052470 253791 -9 120 NE 23 ST 33137 MIAMI OWNER ANTHONY WILSON ROOFING INC Sec T of Business WORKER /S 196 SPECIALTY BUILDING CONTRACTOR 1 THIS IS ONLY A LOCAL BUSINESS TAX RECEIPT. IT f DOES NOT PERMIT THE ROLDER TO VIOLATE -ANY EXISTING REGULATORY OR ZONING LAWS OF THE cowry OR CRIES. NOR DO NOT FORWARD DOES Xi EXEMPT THE T PERMIT FRODI ANY OTHER A I NOT CERTIFICATION OF SOLDER'S OUAL}FlCA. PAYM NTRECEI CTOOEWC COUNTY TAX 08/16/2011 60040000068 000045.00 SEE OTHER SIDE ANTHONY WILSON ROOFING INC ANTHONY WILSON .120 NE 23 ST MIAMI FL 33137 WhltNt1Anfld1f LiaanhuhlInduhflhuRd } Producer: Lion Insurance Company 2739 U.S. Highway 19 N. Holiday, FL 34691 (727) 938 -5562 Insured: South East Personnel Leasi 2739 U.S. Highway 19 N. Holiday, FL 34691 Coverages This Certificate is issued as a matter of Information only and confers no rights upon the Certificate Holder. This Certificate does not amend, extend or altar the coverage afforded by the policies below. Insurers Affording Coverage NAIC # Inc. & Subsidiaries The potdes of insurance listed below have been issued to the insured this certificate may be issued or may pertain. the insurance afforded by paid claims. INSR LTR ADM iNSRD Type of insu"rafice Insurer A: Lion Insurance Company 11075 Insurer B: Insurer C: Insurer D: Insurer E: ,bove for the policy period indicated. No Nonifitstanding aryrequir ement.t ermorconditlonotany contractor otherdocumentwithrespecttowh ich des described herein is subject to at the terms, exclusions, and conditions of sod': policies. Aggregate limits shown may have been reduced by Pogay Nisfiber Poky Effective Date ( MM/DD/YY) Pokey Expiration Date (MM/DD/YY) Limps GENERAL LIABILITY Commercial General Liability Claims Made ®. Occ General aggregate limit applies per 3 Policy ® Project ® Each Ocnmecce Damage to retied preaises (EA occurrence) Meaere PersonalAdv Injury General Aggregate Products - Compf0p Agg AUTOMOBILE LIABILITY NOM Any Auto AR Owned Autos Scheduled Autos I-11 red Autos Non- 0rnted Autos Combined Single Unit (EA Accident) Sac* t jury (Per Person) Bod ilitAY (PerAcddant) Property Damage ( Per Acddent) A EXCESS /UMBRELLA LIABILITY Occur ❑ Claims Made Deductible Workers Compensation and Employers' Liability Any proprietor/partner/executive officer/member excluded? If Yes, describe under spacial provisions below: Each Ocoarence Aggregate WC 71949 01 /01/2011 01/01 /2012 X 1 WC Stahl- I tory Limits OTH- ER E.L. Each Accident 01,000,000 E.L. Disease - Ea Employee 01.000,000 E.L. Disease - Policy Limits 81,000.000 other Lion Insurance Company is A.M. Best Company rated A- (Excellent). AM B # 12616 Descriptions of Operations /LocationsNehicies/Excttisions added by Endorsement/Speclal Provisions: Client ID: 84-65 -552 Coverage only applies to active employee(s) of: South; ast Employee Leasing Services, Inc. that are leased to the following "Client Company': Anthony Wilson Roofing, Inc. Coverage only applies to injuries incurred by Sou t Personnel Leasing, Inc. & Subsidiaries active employee(s) , while working in Florida. Coverage does not apply to statutory employees or tt dependent contractor(s) of the Client Company or any other entity. A list of the active employee(s) leased to the Client ea any can be obtained by faxing a request to (727) 937 -2138 or by calling (727) 938 -5562. Project Name: ISSUE 11 -04-11 (SD) Baffin Date: 10 /26/2011 CERTIFICATE HOLDER {j .. CANC9.LATION Should any of the above described polder be. canceled before the expiration date thereof, the issuing insurer: i endeavor to mail 30 days written nonce to the certificate holder named to the Left, but failure to do so shall impose no obligation or liability of any kind upon the insurer, its agents or representatives. MIAMI SHORES VILLAGE BUILDING DEPARTMENT 10050 2ND AVE MIAMI SHORES, FL 33138 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD 1940 NORTH MONROE STREET TALLAHASSEE FL 32399 -0783 WILSON, ANTHONY BRADFORD ANTHONY B WILSON ROOFING INC 120 NE 23 - STREET MIAMI FL 33137 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better. For information about our services, please log onto www.myfloridalicense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and learn more about the Departments initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new licensel DETACH HERE (850) 487 -1395 atR. b 4990 dD ACORD CERTIFICATE OF LIABILITY INSURANCE DATE i oiim' 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 FrankCrum Insurance Agency, Inc. 100 South Missouri Avenue Clearwater FL 33756 CONTACT NAME: �A"rc °NN . FM): (877) 517 -3416 FAX No): (727) 412 -7747 E-MAIL FCIA@Frankcrum.com PRODUCER CUSTOMER ID 0: INSURER(S) AFFORDING COVERAGE NAIC# INSURED Anthony Wilson Roofing, Inc. 120 NE 23rd Street Miami FL 33137 - _ -_Amsu INsuRERA :Starr Indemnity & Liability 38318 INSURER B: (MMIDDDNYYY) INSURER Cc A INSURERD: LIABILITY COMMERCIAL GENERAL INSURER E : OCCUR RFe -_ . _ ._ _- ____ -- -- __. -_- -_ ____ -_ _______— COVERAGES _ _CERTIFICATE NUMBER REVISIQN NU ER: T IS IS ['1 TIFY THAT THF_ROl KIPS INS �_. 1)RANf:F I .ISTPfl R OW HAVE REF •L SUM roll-lE ED NAMED ABOVE FOR THE PQLICY RERI • D INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT ' L,Z.,. I ICE Y _S OR OTHER 2d_rNI ";,i 1P DOCUMENT WITH-RESPECT TO WHICH THIS : ' L.,16. �_L• `i:'_s�N17.1. ,.�•c .�.� - N.,.` . _ _ _. ? - �EXCLtISIONS :41. ®CG.,.s €..sri',,... %,a '_}rv= `7'- W`r0,1�i'1.. -IMs? 4 m1§:. V RIP`1 iy i',4='. .. Zat.iw s r:Mmv,al - Ama -coo DiT40N5 i F ICRPOLICII SS- IMITS OWN- MAY -I AlfE BEEN - PAIDAZU>i INSR TYPE OF INSURANCE `�R SUBR POLICY NUMBER (MMM//DDDNYYY) (MMIDDDNYYY) LIMITS A GENERAL X LIABILITY COMMERCIAL GENERAL LIABILITY X OCCUR SIPGGL00093 2/10/2011 2/10/2012 EACH OCCURRENCE $ 1,000,000 D O RENTED PREMISES Ea E ns!u,,ce $ 50 , 000 CLAIMS -MADE MED EXP Anyone .arson $ 5,000 PERSONAL •__ ••• 0•• 00 0 GENERAL GEM %AGGREGATE LIMIT APPLIES PER n POLICY I I I JE81- n LOC • DUCTS - COMP/OP AGG $ 2,000, 000 $ AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON-OWNED AUTOS COMBINED SINGLE LIMIT (Ea accident) $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ $ $ UMBRELLA L LAB EXCESS VAB _ OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ DEDUCTIBLE RETENTION $ $ $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y 1N ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS below N / A WC STATU- OTH- TORY LIMITS ER E.L EACH ACCIDENT $ E.L DISEASE - EA EMPLO : $ EL DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedu e, If more space Is required) License Holder: Anthony B. Wilson License Number: CCC052470 CERTIFICATE HOLDER CANCELLATION (305)756 -8972 Village of Miami Shores Building Department 10050 NE 2nd Avenue Miami Shores, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE Matt Crum /L$ ACORD 25 (2009/09) INS025 (200999) C1988-2009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD ROOF' ASSEMBLIES AND ROOFTOP STRUCTURES o Miami Shores Village Florida Building Code Edition 2 a 0 PROVED BY DATE High - Velocity Hurricane Zone Uniform PermitApplica to IRG DEPT 1- . 4, . .,h Master Permit No. Process N LDG DEPT SUBJECT 1'0 CCMPLIANCE WI 11-I ALL FEDERAL Contractor's Name 44/,; o ✓ goo/ .:5,,.. STATE AND C(UN'y RULES AND RECL -r Job Address /-27� �• %�����ye2� !^J�2�r/� C3 Low Slope ❑ Mechanically Fastened Tile ❑ Mortar /Adhesive Set Tile ❑ Asphaltic ❑ Metal Panel/Shingles ❑ Wood Shingles /Shakes Shingles 33/3P ❑ Prescriptive BUR -RAS 160 ROOF TYPE ❑ New Roof 134eroofing ❑ Recovering ROOF SYSTEM INFORMATION ❑ Repair ❑ Maintenance Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) 2 3sC Spr_tinn R (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. • • • • FLORIDA BUIL •• • • • •• • • • ,r • • • • • • r ••• �a��• • • • •� ✓.��* • •�J• • • • • •• •• • • • •• •• ••• • • • ••• • • •• • V l NS 02? it T I [? \ 4\ ti kki + 6 •••• • ••••••• • . • • ......• ••••••• ••••••• • • .r. •••••• 41.11.:Av, 47v. • ii. •• ••• • • 14I•• \ • fI • i -•• �•�J' • ••• •••• • • • • • • • • • • • FLORIDA BUIL •• • • • •• • • • ,r • • • • • • r ••• �a��• • • • •� ✓.��* • •�J• • • • • •• •• • • • •• •• ••• • • • ••• • • •• • ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 _ High - Velocity Hurricane Zone Uniform Permit Application Form. Sop 44 / ad /7% d'l Section C (Low Slope Application) Surfacing: C.0 2.4Nv l/k Fill in specific roof assembly components and Identify manufacturer F • toner Spacing for Anchor/Base Sheet A ment: (If a component is not used, identify as "NA ") System Manufacturer Sa 10 2 BMA- 4 ,mot Product Approval No.: Al Design Wind Pressures, From RAS 128 or Calculations: Pmax1: ; Pmax2: P-1-4 Pmax3: «'/ 3 Max. Design Pressure, frog the specific Product Approval system: (o .20 FS/ Deck: //�I� / Type: G U ti/ G /L e. 71 e. Gauge/Thickness: /4/s r4 044/A4 V Slope: / % : / a_ Field: © Lap, # Rows " oc Perimeter " oc ap, Corner: " oc @ L. •, # R. @ " oc Number of Fa ners Per insulation = oard: Field Perimeter orner Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- / r Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit # fr Anchor/Base Sheet & No. of Piy(s):710 ea /4/e e./74.- Sfj .yb tA Anchor/Base Sheet Fastenerr /Bonding Material: .J cfL.n -x �e cr L 'c d Y/L>/it�.G Ct /P4' i1G� Insulation Base Layer. /✓�� rL P� Base Insulation Size and Thickness: /(//4 Base Insulation Fastener /Bonding Materia /, Top Insulation Layer: /✓J4 Top Insulation Size and Thickness: /VA Top Insulation Fastep onding Material: Base Sheet(s) & No. of Ply(s): Base Sheet Fastener /Bonding Material: •• .•• • • •• Ply Sheet(s) & N. of Ply( ).' e: • oi✓R.i e,✓a • •• • • • ••• • • Ply She, L aster�tBot tlfngMaterial: • • • • / on.c !1, /gee L, e aL Top Ply: / pef/�o�•z%� •l �C.✓'.:•/ �.°%►sti1 .2S7 A--#e • • • • • • • • • Top PI FastenaBol$8ing IM rill,; • • • • • • 14 v ot46 (� A Sol \ � v W • P� 1 • Parapet Height 3 '/ Asilc 26� ss p rick Atiop s poi ••• • • • • ••• • • • • • • FLORIDA BUILDINcCOCE $4.51sIG • • •• •• • • • ••• • • • ••• • • • • • • • •• •• Mean Roof Height • •� Z MIAM4DADE COUNTY BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Soprema, Inc. 310 Quadrat Drive Wadsworth, OH 44281 MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 1 1805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade.gov/building SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Section and accepted by the Board of Rules and Appeals (BORA) 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. BORA 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 and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Soprema Modified Bitumen Roofing Systems Over Concrete 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 redews 1464*. 0;0$01.16•and consists of pages 1 through 118. The submitted ducublerlgaQoa vgalyrgvietivpd by Jorge L. Acebo. •• ••• •• • • • •• ••• ••• • • • • • • • • • •• ••• •• • ••• • •••• ••• • • • • • • • • • • • • • •• •• ••• • • • • • • ••• • • • ••• • • • • • • • • ••• ••• • • • ••• • • • •• •• • • • • • • • • • • • •• •• • NOA No: 10 -0408.04 Expiration Date: 03/01/16 Approval Date: 02/24/11 Page 1 of 118 ROOFING SYSTEM APPROVAL Category: Sub - Category: Material: Deck Type: Maximum Design Pressure Roofing Modified Bitumen SBS Concrete -620 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Dimensions Specification Sopra -G 39" x 108' (3.5 ASTM D 4601 sq.) Modified Sopra -G 39" x 108' (3.5 ASTM D 4601 sq,) Soprabase 39" x 99' (3 sq.) ASTM D 6164 Sopra IV or V1 Colvent TG Colvent SA Colvent 180 TG Colvent 180 SA Elastophene Sanded Elastophene • • Sanded 3.0 •• 36" x 180' (5 sq.) ASTM D 2178 Type IVorVI 39" x 49' (1.5 sq.) 39" x 49' (1.5 sq.) 39" x 33' (1 sq.) 39" x 33' (1 sq.) 39" x 49' (1.5 sq.) ASTM D 6163 ASTM D 6163 ASTM D 6164 ASTM D6164 ASTM D 6163 ..39. :33'.(1 9.) • ASTM D 6163 • • • • • • • - • • • • • • ••• •• • • • •• ••• • • • •• • • • •• • •. • • • MIAMFDADE COUNTY APPROVED ••• • • • • • • • • • • • ••• • • • •• • ••• ••• • • • • ••• • . • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • ••• • • • • • ••• • • • • • •• • Product Description, Fiberglass reinforced oxidized asphalt base sheet for bonding or mechanically attaching to substrate. Fiberglass reinforced modified asphalt base sheet for bonding or mechanically attaching to substrate; Oxidized asphalt, polyester reinforced base sheets. Primarily used as a mechanically attached anchor sheet. Applied in hot asphalt, cold adhesive or ribbon stripped. Type IV or VI, fiberglass reinforced, smooth surfaced plysheet. Sopra 1V or VI are used in multi -ply systems and complies with ASTM and UL Standards. Applied in hot asphalt or cold adhesive. Fiberglass reinforced, modified bitumen membrane with 1" wide factory applied heat weldable strips on back side. Fiberglass reinforced, modified bitumen membrane with 1" wide factory applied self - adhering strips on back side Polyester reinforced, modified bitumen membrane with 1" wide factory applied heat weld strips on back side. Polyester reinforced, modified bitumen membrane with 1" wide factory applied self - adhering strips on back side Fiberglass reinforced modified bitumen membrane sanded on both sides, used as a base and top ply. Applied in hot asphalt, cold adhesive or ribbon stripping. Fiberglass reinforced modified bitumen membrane sanded on both sides, used as a base and top ply. Applied in hot asphalt, cold adhesive or ribbon stripped. NOA No: 10- 0408.04 Expiration Date: 03/01/16 Approval Date: 02/24/11 Page 2of118 • Deck Type 3: Concrete Decks, Non - Insulated Deck Description: 2500 psi structural concrete or concrete plank System Type F(8): Membranes adhered to primed substrate. All General and System Limitations apply. Substrate All surfaces must be dry, smooth, free of depressions, voids and protrusions, and clean and Preparation: free of any non - compatible curing compounds, foam release agents and other surface contaminants. Primer: ElastocoI 400, 500, Elastocol 600c or AquaTac at an application rate of 100 f1 /gallon. (Optional) Elastocol 400, 500, Elastocol 600c or AquaTac applied at a rate of 1 gal/sq, to top surface of any base or ply sheet prior to application of next layer Base Layer: One layer of Colvent SA, Colvent 180 SA or Sopralene Stick, self adhered. Or One layer of Colvent TG or Colvent 180 TO, heat welded. *Requires heat welded ply or cap membrane. Ply Layer: (Optional) One or more layers of Elastophene Flam *, Elastophene Flam FR *, Elastophene Flam 2.2 mm *, Elastophene Flam HS FR *, Elastophene Flam HR 3.0 mm *, Elastophene Flam HP *, Elastophene SP 2.2mm, Elastophene SP 3.0mm, Sopralene Flam 180 *, Sopralene Flam 180 2.7 mm *, Sopralene 180 SP 3.5 mm, Soprafix, Sopralene Flam 250 *, Sopralene 250 SP, Sopralene Flam 350 *, Sopralene 350 SP, heat welded. *Requires heat welded cap membrane. Top Layer: One layer of Elastophene FIam GR, Elastophene Flam FR GR, Elastophene Flam LS FR GR, Elastophene Flam FR+ GR, Elastophene Flam HR FR GR, Elastophene Flam HS FR GR, Elastophene Flam HP FR GR, Soprastar Flam, Sopralene 180 SP 3.5mm *, Soprafix *, Sopralene Flam 180 GR, Sopralene Flam 180 FR GR, Sopralene Flam 180 FR+ GR, Sopralene 250 SP *, Sopralene Flam 250 GR, Sopralene Flam 250 FR 0 , Sopralene Flam 250 FR+ GR, Sopralene 350 SP *, Sopralene Flam 350 GR, Sopralene Flam 350 FR GR, Sopralast 50 TV Alu, Sopralast Alu, Sopralast TV Copper or Sopralast TV Inox, heat welded. *Requires approved Surfacing. Surfacing: Surfacing is Optional on granular surfaced field cap membranes. Surfacing is Required for smooth or sanded surfaced field cap membranes. Refer to Underwriters Laboratories or Intertek Testing Services listings for applicable fire classifications Apply any coating listed in Table 4 above, or any Miami -Dade approved coating system. Maximum Design Pressure: -270 psf (See General Limitation #9.) •. ••• • • • • • •. • • • • • • • • • •• ••• . •• • • • •• ••. ••• • • • • • • • •• MIAM1•DADE COUNTY APPROVED •• ••• .••• • • •• •• •• . • • . •• • • • •- • • •• •• • • • • ••• • • • • • • • • • • • _• • •..■ • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • •. • • •• •• ••• _ • NOA No: 10- 0408.04 Expiration Date: 03/01/16 Approval Date: 02/24/11 Page 115 of 118 CONCRETE DECK SYSTEM LIMITATIONS: 1. If mechanical attachment to the structural deck through the lightweight insulating concrete is proposed, a field withdrawal resistance testing shall be performed to determine equivalent or enhanced fastener patterns and density. All testing and fastening design shall be in compliance with Testing Application Standard TAS 105 and Roofing Application Standard RAS 117, calculations shall be signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant. 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 Ibs./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 mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each side lap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 Ibs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field - tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. 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 Professional Engineer, Registered 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 attaclunent and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform to Roofmg 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.syeAficallz referred within this NOA, General Limitation #7 will not be applicable.) 10. All product listed ergiv a l leave a quality assurance audit in accordance with the Florida Building Code and Rdle 9B- nott1it tic a A ljninistrative Code. • • ... 1NffOF THIS ACCEPTANCE ••. ••• .• • • • • • •• • • • • • •• •• • • • • • • • ••• • • • • • • • • • s• •• • • ••• ••• ••• • • • • • • • • • • • • • •• •• . • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • NOA No: 10- 0408.04 Expiration Date: 03/01/16 Approval Date: 02/24/11 Page 118 of 118 TGFU.R11436 - Roofing Systems Page 20 of 48 Insulation (Optional): — Polystyrene, any thickness, mechanically fastened, hot mopped or adhered with any UL Classified insulation adhesive. Ply Sheet: - One ply "Colvent SA" self- adhered or "Colvent TG" heat welded. Membrane: — " Elastophene Flam FR+ GR," "Sopralene Flam 180 FR+ GR," "Sopralene Flam 180 FR+ GR" and "Sopralene Flam 250 FR+ GR" heat welded. 63. Deck: NC Incline: 1/2 Base Sheet (Optional): — One or more plies Type G1 or Type G2 or "Sopra IV" or "Sopra VI" or " Sopraglass 40" or "Sopraglass 100" or "Sopra G" or "Modified Sopra G" mechanically fastened or adhered with hot roofing asphalt. Barrier Board (Optional): — 1/8 in. or 3/16 In. "SOPRABOARD" or minimum 1/4-in. thick G -P Gypsum Corp. "DensDeck®" or "DensDeck Prime ®" or "DuraGuard ®" mechanically fastened hot mopped or adhered with any UL Classified insulation adhesive. Insulation (Optional): — EPS or Extruded Polystyrene, any thickness, mechanically fastened, hot mopped or adhered with any UL Classified insulation adhesive. Barrier Board (Optional): — 1/8 in. or 3/16 -In. "SOPRABOARD" or minimum 1 /4 -in. thick G -P Gypsum Corp. "DensDeck ®" or "DensDeck Prime ®" or "DuraGuard ®" mechanically fastened hot mopped or adhered with any UL Classified insulation adhesive. Optional, top surface primed with either Soprema "Elastocol 600c" or "Elastocol 500" (Not UL Classified) or Henry Co. "AquaTac" (Not UL Classified) at 0.5- gal/sq. prior to "Colvent SA" or self- adhered ply sheets being installed. Ply Sheet: — One ply "Colvent SA" self- adhered or "Colvent TG" heat welded or "Elastophene Flam" or " Elastophene Flam HR" or "Elastophene Flam HS FR" or " Elastophene Flam HP" or "Sopraflx" or "Sopraflx -e" or "Elastophene 180 Sanded" or "Sopralene 180 Sanded" or "Sopralene Flam 180" or "Sopraflx(X)" or "Sopralene 250 Sanded" or "Sopralene Flam 250 ", mechanically fastened. (Optional, sanded surface ply sheets are primed with either Soprema " Elastocol 600c" or "Elastocol 500" (Not UL Classified) or Henry Co. "AquaTac" (Not UL Classified) at 0.5- gal /sq. prior to Colphene cap sheet being installed). Membrane: — " Elastophene Flam FR GR" or " Elastophene Flam HD FR GR" or "Elastophene Flam FR+ GR" or "Elastophene Flam HR FR GR" or "Elastophene Flam HS FR GR" or "Elastophene Flam HP FR GR" or "Sopralene Flam 180 FR GR ", "Sopralene Flam 180 FR GR 3.5 mm" or "Sopralene Flam 180 FR+ GR" or "Sopralene Flam 250 FR GR" or "Sopralene Flam 250 FR+ GR" heat welded or "Colphene FR GR" self- adhered. 64. Deck: C -15/32 Incline: 1/2 Base Sheet (Optional): — One or more plies Type G1 or Type G2 or "Sopra IV" or "Sopra VI" or "Sopraglass 40" or "Sopraglass 100" or "Sopra G" or "Modified Sopra G" mechanically fastened or adhered with hot roofing asphalt. Insulation (Optional): — Any UL Classified insulation, any thickness or combination, mechanically fastened, hot mopped or adhered with any UL Classified insulation adhesive. Barrier Board: — 1/8 in. or 3 /16 -in. "SOPRABOARD" or G -P Gypsum Corp.' /4 -in. (min) "DensDeck ®" or "DensDeck Prime®" or "DuraGuard ®" mechanically fastened with all joints staggered 6 -in. (min) from the insulation and plywood joints, hot mopped or adhered with any UL Classified insulation adhesive. Optional, top surface primed with either Soprema " Elastocol 600c" or "Elastocol 500" (Not UL Classified) or Henry Co. "AquaTac" (Not UL Classified) at 0.5 gal /sq. prior to "Colvent SA" or self- adhered ply sheets being installed. Ply Sheet (Optional): — One ply "Elastophene Sanded ", " Elastophene HD ", " Elastophene HR Sanded" or "Elastophene HS FR ", mechanically fastened or hot mopped, or "Elastophene Flam ", " Elastophene Flam HD ", " Elastophene Flam HR ", " Elastophene Flam HS FR" or "Colvent TG ", heat welded, or "Colvent SA ", "Sopralene Flam Stick ", "Sopralene Stick" or "EPS Flam Stick ", self- adhered, or "Elastophene Flam ", " Elastophene Flam HR ", " Elastophene Flam HS FR ", "Sopraflx ", "Sopraflx -e ", " Elastophene 180 Sanded ", "Sopralene 180 Sanded ", "Sopralene Flam 180 ", "Sopraflx(X) ", "Sopralene 250 Sanded ", "Sopralene Flam 250 ", " Soprabase S" or "Soprabase TG ", mechanically fastened. (Optional, sanded surface ply sheets are primed with either Soprema "Elastocol 600c" or "Elastocol 500" (Not UL Classified) or Henry Co. "AquaTac" (Not UL Classified) at 0.5 gal /sq. prior to Colphene cap sheet being installed). Membrane: — " Elastophene Flam FR GR" or "Elastophene Flam HD FR GR" or "Elastophene Flam FR+ GR" or "Elastophene Flam HR FR GR" or "Elastophene Flam HS FR GR" or " Elastophene Flam HP FR GR" or "Sopralene Flam 180 FR GR ", "Sopralene Flam 180 FR GR 3.5 mm" or "Sopralene Flam 180 FR+ GR" or "Sopralene Flam 250 FR GR" or "Sopralene Flam 250 FR+ GR" heat welded or "Colphene FR GR" self - adhered. 65. Deck: NC incline: 1 1 2 Base Sheet (Optional): — One or more plies Type G2, "Sopraglass 100," "Sopra G," "Modified Sopra G" mechanically fastened or adhered with hot roofing asphalt. Insulation (Optional): — Polystyrene, any thickness, mechanically fastened, hot mopped or adhered with urethane insulation adhesive. Ply Sheet: — One ply "Colvent TG" heat welded or "Colvent SA" self- adhered. Optional, top surface primed with either Soprema "Elastocol 600c," "Elastocol 500" (Not UL Classified) or Henry Co. "AquaTac" (Not UL Classified) at 0.5 gal /sq. prior to optional Inner ply being installed. Inner Ply (Optional): — One ply "Elastophene Flam," "Elastophene Flam HD," "Elastophene Flam HR," " Elastophene Flam HS FR," " Elastophene Flam HP," "Sopralene Flam 180," heat welded or "Colvent TG" heat welded or "Colvent SA" self- adhered. Membrane: — " Elastophene Flam FR+ GR," "Sopralene Flam 180 FR+ GR," "Sopralene Flam 180 FR+ GR" and "Sopralene Flam 250 FR+ 3 GR" heat welded. 66. Deck: C -15/32 • • • • • • • • • • • *incline: 1 • • • Base Sheet (Optional):- 0•neprjncge aii'e$ Tyl e,G2, "Sopraglass 100," "Sopra G," "Modified Sopra G" mechanically fastened or adhered with hot•rbofin aSphate • • • • • Insulation (Optional): — Any UL Classified insulation, any thickness or combination, mechanically fastened, hot mopped or adhered with any UL Classified insulation adhesive. Barrier Boalth 0- 9 /8•In. or 3,ii16- Iao;50PRW(1Rp, •G -P Gypsum Corp. 1/4-in. (min) "DensDeck ®t" "DensDeck Prime ®, or _ "DuraGuard ® "; mechanically i'�Stened +Aith all joints staggered 6 -in. (min) from the insulation and plywood joints; hot mopped or adhered - with any UL Classified Insuaationadhesive•Opttnal, t:Ip surface primed with either Soprema " Elastocol 600c," "Elastocol 500" (Not UL Classified) or t- ry CPS "AquIVC" (h'd! UL Clapfledt et 0.5 gal /sq. prior to "Colvent SA" ply sheet being installed. Ply Sheet (optional): — One ply "Colvent SAw self- dhered or "Colvent TG" heat welded. Optional, top surface primed with either Soprema "Elastocol 600c," "Elastocol 500" (Not UL Classified) or Henry Co. "AquaTac" (Not UL Classified) at 0:5 gal /sq. prior to optional Inner ply being installed. Inner Ply (Opt%'al); — Or=e ity •El have Flam," "Elastophene Flam HD," "Elastophene Flam HR," " Elastophene Flarn HS -FR - - -_ • • • ••• • • • • • • • • • • 0 • • • •• •• • • • •• •• ••• • • • ••• • • http: / /database.ul.com/cgi- bin /XYV/template/ LISEXT/ 1FRAME/ showpage .html?name=TGFU:R11436 &ccns..., 11/29/2011 • (RAS) No. .127 - -. '07 feC . TABLE1 . MINIMUM DESIGN WIND UPLIFT PRESSURES IN PSF FOR FIELD (P(i), PERIMETER (P(2) AND CORNER (P(3) AREAS OF ROOFS ' FOR EXPOSURE C BUILDINGS WITH AROOF MEAN HEIGHT AS SPECIFIED • Roof mean heiitgbelow) • ROOF SLOPE _ 1 • > 2712 to <6:12 ' • P(3) (Cowers) • • > 6:12 to x12:12 • - • •• • -492 Roof mean height • _ : -82.6 . . - = P 1 I P(2) -1243 P(3)2 -5L4 P(1) P(2) 8s P(3) • ` < =ZO, . • -129.9 -45;1 - • -•• -78.6 -1T62 -1218. • ) • . •. 49.1 ... -51.2 - • -577.5 • *0.4 5 ' >20' to < =25' • 473 -823 , ' • -1393 .. • • 40 • • >25' 'to <=30' - -56.9 ' ' 49.2 -95.4 _ -85.7 -126.8 • -143.6 -53.6 • -62.9 • >30' to < =35' . -50.9 • -88.5 -130.9 • -553 • -65.0 >35 to «40' ' • . :' -523 • . . • -9L0 • - • -134.6 - • : -56.9 • • ° -66:8 . . I Calculated in madame with ASCE 7.05 CicrandSpee& 146.mph).. For13ip Roofs with slope <=5.5: 12, P(3) shall be treated as P(2). (Mod 2014r/2104r3 TABLE 2 WHERETO OBTAIN INFORMATION ' Symbol'. Where to find . ' • TaUIe 1 or by an engineer analysis . Design Pressure�11 or PC2} or P(3�•, nrenararl simsed aid cealerl i�tta, ' • cation slsmdard, refer to ASTM D 1079' • .. • • andtheFloridaBuixdingCode ,'�ualdingo. .. • _ TABLE i' . . MINIMUM Dj_SIGN WIND.UPLIFTFRESSURES, IN PSF -FOR FIELD (P(1), PERIMtttH (P(2)'• . POSURE'C' BUILDGS ' . • . . • AND CORNER (P(3) AREAS OF ROOFS FOR EX W Roof mean heiitgbelow) • . P(1) Field' :. 1 P(2) (Perimeter) ' • P(3) (Cowers) • • ..20 • .... .'.:... • -492 : -82.6 -1243 .. -5L4 • -8E3. • ' ' • • • -129.9 30 - 53.6 "' . -89.9 -1353 5 55.2 . . -92.7 . : • • -1393 .. • • 40 • • -56.9 ' • -95.4 • -143.6 1 Calculated in accordance wltti.ASCE 7. ••. •••• • • •• • • •'• • ' . • • • . •• • • • • • • 41. ' ••• ••• .••• •••• i • • •• • • • • • • • ••• • • . • • • • • • • • • • .••' •• •••, ••• ••• • • • • •• • • • • .• • • • • • • • • ••• •• • • • •• •• •• • •, • • • • 2007FLORIDA BLUJLi3ING CODE -TEST PROTOCOLS HVHZ• .• •••• • • .• • •'•• •. • • • •• • •. • . • • • • • ••• • • • • • • • • • • • • • .• •• •• • • • •• •• ••• • • • ••• • • (RAS)-123.t "_ Owner's Notification Form "Delivering Excellence Every Day" SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing 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 adjacent box indicates that the item has been explained. 1II?ti. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration 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. IIMA 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). 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 of adjacent units of roofing work to be performed. Il 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this 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. Pending 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 roo r i g system is removed. Ponding conditions should be corrected. 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 Florida Building Code, Plumbing. ME 7. Ventilatioii:'1t'oit togf gules should have some ability to vent natural airflow through the interior of s e structural as se ably f tlje ldi 3tsirlf). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additiofiat vtl tmg which can result in extending the service life of the roof. e. • •.. • • Owner's /Agent's iigniturt:: Contractor's Signature: • Property Address: 9r; 7-.1.74.14..140 • • •• •• • ••• • • • • Date: / Permit Number: filet / /q/Documents %20and %20Settings/ sky /Desktop /SECTION_1524[1].htm9 /272007 5:46:06 AM 0