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RF-19-2177Location Address Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Issue Date: 10/03/2019 Parcel Number 456 NE 102ND ST, Miami Shores, FL 33138 1132060170570 Contacts Permit NO.: RF -09-1 9-2177 Permit Type: Roof Work Classification. Metal Permit Status: Approved Expi ration : 03/31/2020 Description: RE -ROOF TILE ROOF TO STANDING SEAM METAL Valuation: $ 20,000.00 Inspection Requests: ROOF SYSTEM. 3t)540-4449 CHARCOAL GREY Total Sq Feet: 2,500.00 Fees KATHERINE CASTELLON Owner 456 NE 102 ST, MIAMI SHORES, FL 331382453 UNITED ROOFING CONTRACTORS CORP Contractor 2520 NW 32 ST, MIAMI, FL 33142 $50.00 Description: RE -ROOF TILE ROOF TO STANDING SEAM METAL Valuation: $ 20,000.00 Inspection Requests: ROOF SYSTEM. 3t)540-4449 CHARCOAL GREY Total Sq Feet: 2,500.00 Fees Amount Application Fee - Other $50.00 CCF $12.00 DBPR Fee $4.50 DCA Fee $3.00 Education Surcharge $4.00 Notary Fee $5.00 Planning and Zoning Review Fee $35.00 Roofing Fee $250.00 Scanning Fee $9.00 Technology Fee $7.50 Total: $380.00 Payments Date Paid Amt Paid Total Fees $380.00 Check # 1771 09/19/2019 $50.00 Credit Card 10/03/2019 $330.00 Amount Due: $0.00 Building Department Copy 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 requirUnd CAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDthat all the foregoing information is accurate and that all work will be done in complian w7;9 ll applicable laws regulating constru. Futhermore, I authorize the above named contractor to do the work stated. (0 Authorized Si6aat�ire: qv1#1 / Applicant / Contractor / Agent October 03, Page 2 of 2 RE: Permit # RF- I � - alt -4:4 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION AFFIDAVIT DATE: c 0 --� I q C?ObOYlicensed as a (n) ontracto Engineer/ Architect - (Print name and circle License Type) FS 468 Building Inspector License #: 04 0 7 - On or about ( d— dq- ' � , I did personally inspect the roof deck nailin /V I (Date�r�`& tb ) work at Based norxthat Manual State of Florida County of Dade: (Complete Job Site Address) n I have determined the installation was done according to the Hurricane Mitigation Retrofit F.S) The undersigned, being the first duly sworn, deposes and says that he/she is the contractor for the above property mentioned. Sworn to and subscribed before me Notary Public, Sate of Florida at Lar,( 11 � Y p y • �v0�" GH 25, 10 i,��. - • y OGG 287269 �•� j�•Q�, "46ric Ute° • 4k,;�\�� i UC, STA .1AW�\ 'General, Building, Residential, or Roofing Contractors or any individual certTied under 468 F.S. to make such an inspection. Include photographs of permit # and address # clearly shown marked on the deck for each inspection with Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 AFFIDAVIT OF COMPLIANCE WITH ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE -BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PURSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: Property Address: Roofing Permit Number: Dear Building Official: certify that I have improved the roof to wall connections of the referenced property as required by the Manual of Hurricane Mitigation Retrofits for Existing Site -Built Single Family Residential Structures as adopted by the Florida Building Commission by Rule 9B-3.047 F.A.C. Signature State of Florida County of Dade Print Name The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this `�tl+ "•, fie ya < Notary:Public;<;Sate iif Florida at Large _ =;(SEAL) Revised,* , 5, , 200i3�' day of 20 FINAL COMPLIANCE NOTICE OF COMMENCEMENT = Ii�II �; =3Ef A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION I Mill � i 11 011111111 '1 11 s i Hi'''ll (! H1 e ll 2 C F- f4! _ 1-1 19 ° g=1 � . -2` !=5 _- _2 PERMIT NO. TAX FOLIO NO.�1��) � '�OR F'K; c"16314- Fs 103716 (1F'3>) �r STATE OF FLORIDA: COUNTY OF MIAMI-DADE: - 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. Space above reserved for use of recording office 3.Owner(s) name and address: UmlY e4lq- ( ISTE L1 w — Dig R/G lyw" '-4T whyl )M LES rL- Interest in property: Name and address of fee simple titleholder: 4, Contractor's name, address and phone number: 1xim /f,�5_ ccile 5. Surety: (Payment bond required by owner from contractor, if any)I H E ERTIFY that this is a true copy Of the' 11.EN.. -°,c Name, address and phone number: _ Amount of bond $ ong+na + e + hh T 4_ U AD 20 € V 6. Lender's name and address:'R o 7. Persons within the State of Florida designated by Owner upon whom Section 713.13(1)(a)7., Florida Statutes, D.C. 4Of coup Name, address and phone number: sy 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. I Name, address and phone number: X/ 1r1 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE `FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY. BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s) of ' ) o n r(s)' Authorized Officer/Director/Partner/Manager Prepared By Prepared By POY20 I -)o Print Name _Q4 (A4zi O Print Name Title/Office low Title/Office STATE OF FLORIDA COUNTY OF MIAMI-DADE �a( The foregoing, instrument was acknowledged before me this day of M,!'tidividually, or ❑ as I for Personally known, or ❑ produced the following type of identification: Signature of Notary Public: Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92.525, FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. -PEDRO GODOY A. MY COMMISSION # FF995551 EXPIRES May 24; 2020 Signature(s) of Owner(s) or Owner(s)'s Authorized Officer/Director/Partner/Manager who signed above: By By 12301-52 PAGE 3 9/17 BUILDING PERMIT APPLICATION IVlldl I II JI IUI CJ V IIIdgu Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 SEP 19 20I9 Tel: (305) 795-2204 Fax: (305) 756-8972 Ap�_ INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20 F+ Lok" Master Permit No.? F'09- i q- ❑BUILDING ❑ ELECTRIC n< ROOFING ❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS JOB ADDRESS: Folio/Parcel#:II"c7dyV"V) T' Occupancy Type: Load OWNER: Name (Fee Simple Titleholder): Add N� / 0, Sub Permit No. ❑ REVISION ❑ EXTENSION [:]RENEWAL ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS the Building Historically Designated: Yes NO Construction Type: Flood Zone: BFE: FFE: �I. fJc_ i'kT�Lboo City: I/V 1 I W l IsI2ks State: e (-OV, It 4 Zip: Tenant/Lessee Name: Email: 'CGa.S�'P�I (O✓l ✓1/1 D CU✓t/1 CONTRACTOR: Company Name: l�� IAN ��I(�LIVI(/) (r' Phone#: Address: gsp--o A )W�T City: Qualifier Name: te: O)7i)� Zip: , 3 )1 11 1�-��c 0y Phone#: LJ'0�,)_J`� !0 State Certification or Registration #: lol�;) J Ok Iy T Certificate of Competency #: I DESIGNER: Architect/Engineer: N Phone#: A Address: l City: State: Zip: k) Value of Work for this Permit: $ 9,0,0O O. Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace —gyp_, ,❑\DemIolilition Description of Work: �C — LoOr- J I LF 0E- 4o SIT 1 ► b1 kJ (Sly_ Specify color of color thru tile: �Lt7 M_/L_ 1f(1 Q /•� V �{ Submittal Fee $ _50 ?c d Permit Fee $ Wo CCF $ 1 4.6o—Notary cX� OQ T CO/CC $ O Scanning Fee $ 1. 0 0 Radon Fee $ 3. oo DBPR $ ``ll4. 6 V Notary $ 5. O® Technology Fee $ 1 .5;0 Training/Education Fee $ 4- old Double Fee $ Structural Reviews $ Bond $ Q r)N rl TOTAL FEE NOW DUE S 330-00 "W" Bonding Company's Name (if applicable) Bonding Company's Address City State ip 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..... 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. A r - Signature] Signatu OWNER or AGENT The foregoing instrument was acknowledged before me a this day of a q , , 20 ko\ , by who i personally know to me or who has produced identification and who did take an oath. NOTARY P as R The foregoing instrument was acknowledged before me this day of S 20� by who is personally known to me or who has produced f—L— rc-)e1yr`� as identification and who did take an oath. NOTARY PUBLIC: Sign: Sign: Print: P QDOY Print: T.-- MY COMMISSI M FF9M51 Seal: �?- EXPIRES May 24, 2020 Seal: (407)3988153 F1wki8N0brySMoW.o0m �T C� APPROVED BY Plans Examiner Structural Review Zoning Clerk Arlenis Silvera From: Pedro Godoy <pg05@me.com> Sent: Thursday, September 19, 2019 9:27 AM To: Arlenis Silvera Subject: Englert Metal Charcoal Color SRI [dark Bronze R 29._ . L,9 SRIz 31 Matte Black R 9-2 - E .9 - SRI 29-8 11- IIID I Charcoal Grey R 3i1. E 9 SSP 32. Slate Grey R 40.1 - E .9 - SPI 4S:6 SunNet Blue New Matr_hes Sanabet Eft Laminate al BJue R 28 , E..4 - SM 29:8. 1 Pacific fuwe' F'. �E3.5 � .Saf y •S���i.1 Slate Blue R 31 - E -91 - SRI 33.9 ••si • • • f •••• iii••♦ • • i • From: To: Pedro Godoy<pg05@pme.conn> Thursday, September l9\3OI99:27AK4 Adenis Si|vem Eng|ertMetal Charcoal Color SRI Dark Bronze SunNet Blue New Matte Black Slate Grey RoVal Blue 1 Slate Blue R 3 E^u SKI 43.9 ° ~ ° ° ° Ui41TEC? RflQFING CONTRACTORS CORP. 13 =z CCC J��UMP AGP.V MNT a! SMMVICZ nrVOICZ September 18th, 2019 This agreement made between Untied Roofing QoAtractors Q9rdo Katherine Casteno - This agreement is for the purpose of contracting the following jobs) as described below: JOB DESMUMMON: Re -Roof Clay Tile to Standing Seam Metal Rqof 0000 JOB LOCATION: 456 NE 102nd ST 0.. 0 : • • 000:00 0000 y/� }� �{ + SCOPE O RK: 0 0 0: 0 0 • 1. Tear off existing roof system down to a workable wood roof deck . •0 • • • • : • • • • 000 .. 2. Replace any and all damaged wood where necessary 0 0 0 0 0 0 090 • 3. Install all new 34# ASTM mechanically fastened to code 0 • 00 4. Install all new VERSSE EM bre retardant nalled over the 30# PIM A • :000:0 5. install all metal trims and eave metals before panels • b. Install new Standing -Seam metal panels with 2" clips and 2 screws" • • • • • 0000 7. Premises will be left clean of all roof debris and work equipment rT :ii 4 0110i• 1 • !f• Payment as follows: Upon approval of Agreement price ....................................$ 8,000.00 Upon approval of Pin -Cap Inspection ................................$ 8,000.00 jUpon completion of roof work .............................................$ 4,000.00 LM 1: AL work and materials will be guaranteed for a period of (10) TEN YES. from date of completion agaLrist poor wormansh •p and / or &Wtyy materials. UWted goofing Contractors Corp. reserves the right to disc ontuiue this warranty ruse to any work performed on the roof by other tradesmen and/or parties other than those employed by tTz i Boating Contractors Corp. during the warranted time. This guarantee is non- transtrable. This guarantee does not cover natural disasters such as but not limited to: hurricanes, tornadoes, wmdsaoreS ftre and / or offer natural casualty losses. WH -H ALLS77PU'L4TIO.Y-SA80 VEREADA:ADL:*DERS700DBYBOTHPARTIES, SIGNATURES OFAGREEMENTASFOL LOIGS., By Katherine Castellon By 0000.. 0000.. 0000.. 0000. 0000. 0000.. 000000 0f 00.0 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES t Florida Building Code 5th Edition (2014) 8 High -Velocity Hurricane Zone Uniform Permit Application Fo 8 a Section A (General Information) B Matter Permit No. Process No. g Contractor's NamecaqKM W01 Job Address_ tl ROOF CATEGORY 6 .... 8 ❑ Low Slope ❑ Mechanically Fastened Tile ❑ Mortar/Adtyesive SLt. ;;- .... • 09 ❑ Asphaltic Shingles X Metal Panel/Shingles ❑ wood Shingles/Sh jl<W • • •. 0 .... ...... .... : ❑ Prescriptive BUR -RAS 150 • • 009 ROOF TYPE • ... :*60% '11 ❑ New roof ❑ Repair ❑ Maintenance • • .�X Reroofng ❑ Recovering0000.. 0 *0 ..... ROOF SYSTEM INFORMATION r 0. •.. • 0 9 •. •. •.O Lcw Slope Roof Area (SF) Steep Sloped Roof AREA (SSF) Z500 Total (SF;�� • • .00.00 0 OR • 0 0 00000. Section B (Roof Plan) 00 ' 0 • • •1 . 0 Sket•-h Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimen- II sions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. 0 1 9 A G 0 0 8 D B 8 8 Q 6 U a 0 FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) 15.37 1111, elk I i ' MAN rre I Copyright to., -or -licensed by, ICC (ALL RIGHTS RESERVED); accessed by Eliezer Palacio on Jun 8.201510:32:12 AM mm -1 to i irc McAna RuoiSystcm t MIAMaMu* Miami -Dade County ,�'� HVHZ Electronic Roof Permit Form Section D Metal Roof System "Delivering Excellence Every Day" Roof System Manufacturer: I METAL MASTER SHOP INC Notice of Acceptance Number: 12-0227.10 Minimum Design Wind Pressures, (from RAS 127 or Calculations): P 1: -391 P 2: -68.1 P 3: -100.7 Maximum Design Wind Pressures, (From the NOA Specific system): 106.75 psf Fill in the specific roof assembly components. If a component is not required, insert not applicable (n/a) in the text box. Roof Slope: F37 "AT Roof Mean Height: 16 ft. Clip or Screw Spacing for Metal Roof Panel Attachment Field: 24 -,o/c Perimeters: 12 -,o/c Corners: 12 " o/c Number of screws required per clip: Perimeter VVidth: r47 ft. Screw Type, Size, & Gauge for Clip or Metal Panel Attachment: #10 WAFFER HEAD Deck Type: —5/8" Plywood-- Fire Barrier: VERSASHIELD r Underlayment Type: ASTM FELT 30# D226 Underlayment Fastener Type: 1-1/4" RS NAIL & TIN CAP 1-518" Optional Peel & Stick Membrane: NA Metal Roof Panel: ENGLERT SERIE 1300 METAL Drip Edge Size & Gauge: --3" face 26 ga.— Drip Edge Material Type: --Galvinized Metal -- Drip Edge Fastener Type: 11-114" RS NAIL 4"OC Hook Strip/Cleat gauge or weight: -- Select Hook Strip -- •..6 Optional Nailable Substrate: • • • • • • 060080 NA : ' ' 6 • 666..6 Optional Nailable Substrate Attaell" t Method: a ;""; NA ...e **rwe 66 06 06.0 er...• Optional Insulation: a• • NA 06 ...... 0000 . • . ...66• .. . . •. . • Optional Insulation Attachment Method: •,;• NA Fire Barrier: VERSASHIELD r Underlayment Type: ASTM FELT 30# D226 Underlayment Fastener Type: 1-1/4" RS NAIL & TIN CAP 1-518" Optional Peel & Stick Membrane: NA Metal Roof Panel: ENGLERT SERIE 1300 METAL Drip Edge Size & Gauge: --3" face 26 ga.— Drip Edge Material Type: --Galvinized Metal -- Drip Edge Fastener Type: 11-114" RS NAIL 4"OC Hook Strip/Cleat gauge or weight: -- Select Hook Strip -- TGFU.R18970 - Roofing Systems Pace Bottom See General Information for Roofina Systems ENGLERT INC 1200 AMBOY AVE PERTH AMBOY, NJ 08861 USA 1. Deck: C-15/32 or spaced sheathing TGFU.R18970 Roofing Systems Roofing Systems OTHER SYSTEMS Class A Incline: Unlimited Impact: 4 R18970 Page 1 of 1 0000 • • 0000 0000•• Underlayment: — One layer "VersaShield Underlayment", mechanically fastened. • • • • Ply Sheet: — One layer Type 30 base sheet or "VersaShield", mechanically fastened. " ' ; •"• '. Panels: — — Steel, zinc or copper roofing panels, designated "Series 1100", "Series 1101", "Series 13000 5:Aes 1500", #Series 2000" • • • • • • or "Series 2500", mechanically fastened. 000000 • • • 0000•• 2. Deck: C-15/32 or spaced sheathing Incline: Unlimited Impact: 4 ....' ;""' .... • • • 0000•• • •• 0000• Underlayment: — One or more plies 'VersaShield Underlayment", mechanically fastened. •' • �' ' �; 00 0' • • • Panels: — Steel, zinc or copper roofing panels, designated "Series 1100", "Series 1101", "Series 1300",,'Series 1500", "Series 2000" or "Series 2500", mechanically fastened. ; 0:0: ' ' • • • 0 • 0000•• 3. Deck: C-15/32 Incline: Unlimited Impact: 4 . . ;""' • • • • 0000•• Barrier Board: — 1/4 in. min. G -P Gypsum DensDeck® with all joints staggered a min of 6 in. from the plywood joints.; .". ' ' Insulation (Optional): — Fiberglass, polyisocyanurate, periite or wood fiber, any thickness. 0000 Membrane: — Any UL Classified modified bitumen system, BUR system or CPE, CSM, CSPE, EPDM, NBP, PIB, PVC, TPO or TRE membrane system suitable for use with any roof insulation. Panels: — Steel, zinc or copper roofing panels, designated "Series 1100", "Series 1101", "Series 1300", "Series 1500", "Series 2000" or "Series 2500", mechanically fastened. Last Updated on 2013-11-07 Ouestions? Print this page Terms of Use Page Too © 2014 UL LLC When the UL Leaf Mark is on the product, or when the word "Environment" is included in the UL Mark, please search the UL Environment database for additional information regarding this product's certification. The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow -Up Service. Only those products bearing the UL Mark should be considered to be Certified and covered under UL's Follow -Up Service. Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1. The Guide Information, Assemblies, Constructions, Designs, Systems, and/or Certifications (files) must be presented in their entirety and in a non -misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online Certifications Directory with permission from UL" must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following format: "© 2014 UL LLC". httn-//clatohase.ul.com/cori-hin/XYV/temnlate/T.TSFXT/1 FRAMP.Ahownage.html?name=T... 1/20/2014 M1AM1•f311'�dE p MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) 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) wsvw.miamidade.eov/vera Metal Master Shop Inc. 7484 NW 8 Street Miami, FL. 33126 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 hale t1vis product or material tested for quality assurance purposes. If this product or material fails to perform M the wceptecNmriner, the-**:* manufacturer will incur the expense of such testing and the AHJ may immediately revoke, mMiify,'or suspelad the use •, of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if itl* ""' • determined by Miami -Dade County Product Control Section that this product or material fails to�greet th e.requirementc.... • . of the applicable building code. � � • � 9000*0 • • This product is approved as described herein, and has been designed to comply with the Floiti$3'grsilding.1CpQe • • • • including the High Velocity Hurricane Zone of the Florida Building Code. "" •' • • • • 9999.. • DESCRIPTION: Englert Series 1300 Steel Panel (2" Clips and 6" Clips) • • •: • • 00 9 . 999999 0 00 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state acid fgljewing 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 tennination 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 consists of pages 1 through 5. The submitted documentation was reviewed by Alex Tigera. NOA No.: 12-0227.10 Expiration Date: 06/07/17 Approval Date: 06/07/12 Page 1 of 5 ROOFING ASSEMBLY APPROVAL Category Sub -Category Materials: Deck Type: Maximum Design Pressure Roofing Metal, Panels(Non-Structural) Steel Wood —165 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: NOA No.: 12-0227.10 Expiration Date: 06/07/17 Approval Date: 06/07/12 Page 2 of 5 Test Product Product Dimensions Specifications Description Series 1300 Length: various TAS 125 Corrosion resistant, galvalume, preformed, Width: 16" standing seam. Coated, pre -finished, metal Thickness 0.024 (24ga) panels. Min. Yield Strength: 57 ksi. 2" CIip Length: 2" TAS 125 Corrosion resistant, gaMalume,PP2'ftirmed, • • • •; • Width: 1" coated, -finishes% rnefal clipt fo? Ue in '. Height: l -9/16" pre Field or Permiter jjj �orner Area off' Roof. Thickness 0.020 :**to: 6" Clip Length: 6 '/4' TAS 125 Corrosion resistant' Wvalume,' preformed, • •; • • • Width: 1" foF ' coated, pre-finish*eApm•'eial clips use in Height:.65" Permiter and Cor4gr.&gas of Raof * Thickness 0.0276 •. • Trim Pieces Length: varies N/A Corrosion resistant, galvalume; Ve tmed, • Width: varies coated, pre-finislUpfri& pieces... ;'•••; Thickness 0.0276. ' EVIDENCE SUBMITTED: Test Agencv Test Identifier Test Name/Report Date Morton International AS -0286-91L Salt Spray Feb. 1986 ASTM B 117 Morton International AS -0286-91T Accelerated Weathering Feb. 1986 ASTM G 23 Architectural Testing Inc. 01-32797.01 TAS 100 Nov. 1998 Architectural Testing Inc. 0 1-3 2797.03 ASTM E 8 Nov. 1998 Hurricane Test Laboratory, LLC. 0155-0615-05 TAS 125 Feb. 2006 Architectural Testing 92270.01-109-18 TAS 125 October. 2009 NOA No.: 12-0227.10 Expiration Date: 06/07/17 Approval Date: 06/07/12 Page 2 of 5 APPROVED ASSEMBLIES: System A-1: Series 1300 Panel Panel 16" Wide Deck Type: Wood, Non -Insulated Deck Description: 19/32•• or greater plywood or wood plank Maximum Uplift See Table A Below Pressure: Deck Attachment: In accordance with applicable Building Code, but in no case shall it be less than 8d annular ring shank nails spaced 6" o.c. In reroofing, where the deck is less than 19/32" thick Field (Minimum 15/32"). The above attachment method must be in addition to existing atwhment. 000000 Underlayment: : goo 96660 Minimum underlayment shall be a ASTM D 226 Type II installed Mth a minhrup4','side- .' —69.25 psf laps and 6" end -laps. Underlayment shall be fastened with corros"16A H91stant tititeaps and 6...:. —165 psf 9999.. 11/4" annular ring -shank nails, spaced 6" o.c. at all laps and two stammered rows IT' o.c. in 9• • 999.. 24" o.c. the field of the roll. Or, any Miami -Dade County Product Control ARRmved ir6'ndakment• • 12" o.c. 9999. having a current NOA. 000000 • 2" Clip 0 6 6 6 . 9999. Fire Barrier: .. .. 9999 6 Any approved fire barrier having a current NOA. Refer to a current firs directorylisting for fire ratings of this roofing system assembly as well as the location ofthe fire barrier within9999.•• 9999.. the assembly. See Limitation # 1. • prior to seaming. .. . . .. 9999.. Valleys: Valley construction shall be in compliance with Roofing Application Standard•RA9•133 and 6 with the current published installation instructions and details in Englert Metal Roofing Installation Manual. Metal Panels and Install the "Series 1300 Panel" and accessories in compliance with the current published Accessories: installation instructions and details in Englert's Installation Manual. Flashings, penetrations, valley construction and other details shall be constructed in compliance with Roofing Application Standard RAS 133. 1. Panels shall be installed with approved Panel Clips located at each panel rib side lap spaced at a maximum, listed in Table A below, parallel to roof slope, fastened with # 10 wafer head spoiler tip corrosion resistant screws of sufficient length to penetrate through the sheathing a minimum 3/16 of an inch. Use 2 screws for the 2" clip and use 4 screws for the 6" clip. 2. Standing seams shall be mechanically seamed to a 900 degree seam, (single lock). NOA No.: 12-0227.10 Expiration Date: 06/07/17 Approval Date: 06/07/12 Page 3 of 5 TABLE A MAXIMUM DESIGN PRESSURES Roof Areas Field Perimeter and Corner' Perimeter and Corner' Maximum Design Pressures —69.25 psf —106.75 psf —165 psf Maximum Clip Spacing 24" o.c. 12" o.c. 12" o.c. Clip Size 2" Clip 2" Clip 6" Clip 1. Extrapolation shall not be allowed 2. Place a bead ofBostik 70-05A sealant in the lateral seams prior to seaming. NOA No.: 12-0227.10 Expiration Date: 06/07/17 Approval Date: 06/07/12 Page 3 of 5 SYSTEM 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. The maximum designed pressure listed herein 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). 3. Panels may be rolls formed in continuous Iengths from eave to ridge. Maximum lengths shall be as described in Roofing Application Standard RAS 133 4. All panels shall be pennanently labeled with the manufacturer's name and/or logo, and the following statement: "Miami -Dade County Product Control Approved" or with the Miami -Dade County Plodu ct ContrargMas seen below. All clips shall be permanently labeled with the manufacturer's name and/or logo-94or mod'el.* * •; • 009VO 66669 0600:9 MIAMI-DADE COUNTY 9::000 0 • .... 5. All products listed herein shall have a quality assurance audit in accordance with the 1 1pridpBuildk jCbde and**:-- • Rule 9N-3 of the Florida Administrative Code. • • • 6. Panels may be jobsite roll formed with machine model #10921207 or 100301 from Etiglert tnc .0960. 00*0 NOA No.: 12-0227.10 MIAMI-DADE COUNWM Expiration Date: 06/07/17 Approval Date: 06/07/12 Page 4 of 5 0.279" PROFILE DRAWINGS 16" d d �\ 2" 2" CLIP DETAIL (FIELD AND PERIMETER AND CORNER OPTION) • • Y •••••• •••• • \ w i i •0000. , 0000.. 00 , •••• FOUR 110 : 1. UN, WAFER MEAD SCREW AT aCM CUP CLIP ISOMETRIC 6" CLIP DETAIL (PERIMETER AND CORNER OPTION) Bostik Sealant Before Seaming 90 degree 90 degree Seam Seam w/Bostik Sealant SERIES 1300 PANEL SYSTEM END OF THIS ACCEPTANCE • • 0066.. 0000.. NOA No.: 12-0227.10 Expiration Date: 06/07/17 Approval Date: 06/07/12 Page 5 of 5 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 31525-99 NOTICE OF ACCEPTANCE (NOA) " •miam'dadU.1 `'`./"O1,3 GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 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 PDQ - Product Control Section to be used in Miami Dade County and other areas where ajowyd.by the ....' Authority Having Jurisdiction (AHJ). • • • .. This NOA shall not be valid after the expiration date stated below. The MiaraiMWC County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other thm-P Miami Dade , County) reserve the right to have this product or material tested for quality assuranCe�nirposd this product or material fails to perform in the accepted manner, the manufactur8t'q VII: incur -the- - expense of such testing and the AHJ may immediately revoke, modify, or suspenSThetse of sulthe- product or material within their jurisdiction. PERA reserves the right to revoke thilaceeR-ante, if it• is determined by Miami -Dade County Product Control Section that this product o>;material faiLt" % meet the requirements of the applicable building code. • • This product is approved as described herein, and has been designed to comply with the Florida•Btxi4ding Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: VersaShielda Fire Resistant Roof Deck Protection and VersaShieldo Solo Fire Resistant Slip Sheet 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 No. 10-0331.04 and consists of pages l through 3. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 11-1110.09 " Expiration Date: 02/07/17 Mu�r+roanecourvTir Approval Date: 01/26/12 Page 1 of 3 ROOFING COMPONENT APPROVAL Category: Roofing Sub -Category: Underlayment Material: Fiberglass SCOPE: This acceptance is for VersaShield® Fire Resistant Roof Deck Protection (a.k.a "VersaShield® Underlayment") and VersaShield' Solo Fire Resistant Slip Sheet (a.k.a "VersaShield Solo"), as described in this Notice of Acceptance, for use with approved prepared roof assemblies. Designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. PRODUCT DESCRIPTION: Product VersaShield® Fire Resistant Roof Deck Protection Dimensions 42" x 100' rolls Test Ptodyet • • • • Specification Descff'btidn •• ASTM D 226 Type II Non -Asphaltic f6e'r*Agss-based"" underlayment and%r fre barrier. VersaShield® Solo 72" x 166.7' rolls UL790 Non -Asphaltic fiMg1:s-basdd sl . Fire Resistant Slip sheet and/or fire barrier. �••��� 09 .9 • Sheet MANUFACTURING LOCATION: 1. Conover, NC • • • • EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Reyort Date PRI Construction Materials GAF -270-02-02 ASTM D 226 11/15/10 ELK -063-02-01 TAS 100 09/27/01 Underwriters Laboratories Inc. 99NK45831 UL790 03/21 /00 1 ONK1 1990 UL790 05/18/11 R19254 ASTM D 226 09/13/01 08CA37926 UL790 09/23/09 08CA49140 PRI Asphalt Technologies, Inc. ELK -069-02-0I TAS 100 03/04/02 BRY-003-02-01 TAS 117(B) 03/19/02 BRY-003-02-01 TAS 114 (H) INSTALLATION: 1. VersaShield® Fire Resistant Roof Deck Protection or VersaShield® Solo Fire Resistant Slip Sheet shall be installed in strict compliance with applicable Building Code. 2. VersaShield® Fire Resistant Roof Deck Protection or VersaShield' Solo Fire Resistant Slip Sheet shall be installed with a minimum 4 -inch head lap in a shingle layer fashion. 3. VersaShield® Fire Resistant Roof Deck Protection shall be mechanically fastened with approved fasteners in compliance with Florida Building Code 1518.2 when used in lieu of a code prescribed ASTM D 226 Type II underlayment. NOA No.: 11-1110.09 Expiration Date: 02/07/17 Approval Date: 01/26/12 Page 2 of 3 LiIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. 3. VersaShield® Fire Resistant Roof Deck Protection shall not be left exposed as a temporary roof for longer than 30 days of application. VersaShield® Solo Fire Resistant Slip Sheet shall not be left exposed to the weather. 4. VersaShield® Fire Resistant Roof Deck Protection and VersaShield° Solo Fire Resistant Slip Sheet are a component used in roof assemblies. Roof assemblies are approved under specific assembly Notice of Acceptance. .... S. VersaShield® Fire Resistant Roof Deck Protection or VersaShield® Solo Fire.ResiStant S4 SV et may be used with any approved roof covering Notice of Acceptance listing VersaShiddoo rile Resistant Roof Deck Protection or VersaShield® Solo Fire Resistant Slip Shea*mey be usea� s a component part of an assembly in the Notice of Acceptance. If VersaShieldaFjre.Resist4nt Rpof Deck Protection or VersaShield® Solo Fire Resistant Slip Sheet is not listed, afequo may bViWe to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product4'k"Pol Detartment for approval provided that appropriate documentation is provided to detail•eompatibility•ef the products, wind uplift resistance, and fire testing results. • • • • • • • 6. VersaShield® Fire Resistant Roof Deck Protection and VersaShield® Solo Fire Resistant Sir-si eet are a non -asphaltic underlayment that may be used as a fire barrier for prepared roof IssernWies. For fire classification of specific roof assemblies using VersaShield® Fire Resistant RoaiMOk Protection or VersaShield® Solo Fire Resistant Slip Sheet refer to a current Approved Roofing Materials Directory for fire ratings of this product. 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N_3 of the Florida Administrative Code LABELING: All packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo and yellow line to identify the ASTM Standard designation, or logo and the following statement: "Miami - Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this material. END OF THIS ACCEPTANCE NOA No.: 11-1110.09 Expiration Date: 02/07/17 Approval Date: 01/26/12 Page 3 of 3 TYPICAL HEADWALL DETAIL #10-12X1" SCREWS (3) PER PANEL NOTES: 1) BOX PANEL ENDS. 2) FIELD CUT "Z CLOSURES" TO FIT BETWEEN PANEL RIBS. 3) SET "Z" CLOSURE IN TAPE SEALANT OR 2 CONT. BEADS OF SEALANT AND ATTACH TO PANEL WITH (3) #10.12X1" WOOD SCREWS. 4) CAULK "Z" CLOSURE VERTICALLY AT PANEL SEAM. 5) ATTACH HIGH SIDE TRANSITION FLASHING TO "Z" CLOSURE W/ POP RIVETS. ©2004 ENGI.ERT, INC. SUBJECT TO CHANGE WITHOUT NOTICE PAGE #15 TYPICAL SIDEWALL DETAIL NOTES: 1) APPLY SEALANT TAPE TO INSIDE OF PANEL LEG. 2) ATTACH SIDEWALL FLASHING BY INSTALLING FASTENER @ 24" O.C. THROUGH SEALANT TAPE AND INTO PANEL. 3) INSTALL COUNTER FLASHING AND CAULK WITH ENGLERT SEALANT. SIDEWALL FLASHING BUTYL TAPE BY ENGLERT FASTENER 24' O.C. SERIES 1300 ROOF PANEL, FIELD BEND '---ASTM D226 30# FELT (BY ENGLERT) ENGLERT HT UNDERLAYMENT SOLID DECK ©2004 ENGLERT, INC. SUBJECT TO CHANGE WITHOUT NOTICE PAGE #20 •••••• •••• • SEALANT (PROVIDED • • BY ENGLERT) • •• •• COUNTER •• ! i •• FLASHING SIDEWALL FLASHING BUTYL TAPE BY ENGLERT FASTENER 24' O.C. SERIES 1300 ROOF PANEL, FIELD BEND '---ASTM D226 30# FELT (BY ENGLERT) ENGLERT HT UNDERLAYMENT SOLID DECK ©2004 ENGLERT, INC. SUBJECT TO CHANGE WITHOUT NOTICE PAGE #20 TYPICAL HIP / RIDGE DETAIL 1) BOX END OF PANELS. 2) FIELD CUT "Z" CLOSURES TO FIT BETWEEN PANEL RIBS. 3) SET "Z" CLOSURE IN TAPE SEALANT OR 2 CONT, BEADS OF SEALANT AND ATTACH TO PANEL WITH (3) #10-12X1" WOOD SCREWS. 4) APPLY SEALANT ON SIDE LEGS OF "Z" CLOSURE, FILLING ANY GAPS AROUND PANEL RIBS. 5) ATTACH RIDGEIHIP FLASHING TO "Z" CLOSURES WITH A POP RIVET ON ONE SIDE AT 24" O.C. 6) IF ADDITIONAL FLASHING LENGTHS ARE REQUIRED, APPLY SEALANT AND LAP THE FLASHING OVER THE INSTALLED FLASHING BY A MINIMUM OF 3" SECURING THE CONNECTION WITH POP RIVETS. 1300 SERIES ROOF PANEL POP RIVET ONE SIDE ONLY ® 24" O.C. #10-12X1" SCREWS 1 (3) PER PANEL BOX PANEL END ASTM D225 30# FELT - (BY ENGLERT) ENGLERT HT UNDERLAYMENT- SOLID DECK 0000 Z CLOSURE CUT TO FIT BETWEEN PANEL, SET IN 2 CONT. BEADS OF SEALANT AND CAULKED VERTICALLY AT SEAMS (SEALANT PROVIDED BY ENGLERT) HIP/RIDGE CAP FLASHING Z CLOSURE 0000.. 0000.. 0000.. 0000. 00.00 0000.. 0000.. ,0000. • )2004 ENGLERT, INC. SUBJECT TO CHANGE WITHOUT NOTICE PAGE #8 TYPICAL EAVE TRIM DETAIL xi" WOOD A ONTO SCREW, 12" ANEL TO PAGE #6 TYPICAL VALLEY DETAIL ENGLERT HT UNDERLAYMENT ASTM D226 30# FELT (BY ENGLERT) NOTES: • 1) INSTALL ALL VALLEY FLASHINGS BEFORE PANEL INSTALLATION 2) FASTEN VALLEY FLASHING TO SUBSTRATE WITH #10-12X1" PANCAKE HEAD WOOD SCREWS 24" O.C. 3) ALIGN AND INSTALL OFFSET CLEAT WITH TAPE SEALANT ON BOTH SIDES OF VALLEY FLASHING AT LEAST 6" SACK FROM CENTER OF VALLEY FLASHING. 5) FASTEN OFFSET CLEAT THROUGH VALLEY FLASHING AND TAPE SEALANT TO SUBSTRATE WITH #10-12X1" PANCAKE HEAD WOOD SCREWS 24" O.C. 6) FIELD HEM PANEL. 7) ENGAGE FIELD HEMMED END OF PANEL TO OFFSET CLEAT AND ATTACH PANEL AS USUAL. ROOF PANEL, FIELD CUT & BEND 6" MINIMUM 7z/ SOLID DECK #10-12X1° PANCAKE HEAD SCREWS ® 24" O.C. 1300 SERIES ROOF PANEL - VALLEY OFFSET CLEAT CONT. W X 1" BUTYL TAPE (BY ENGLERT) sees ©2004 ENGLERT, INC. SUBJECT TO CHANGE WITHOUT NOTICE PAGE #.13 TYPICAL PENETRATION DETAIL NOTES: 1) THE VENT PIPE MUST BE EXTENDED THROUGH THE FLAT OF THE PANEL. 2) CUT THE PANEL TO FIT THE PIPE PROPERLY. 3) TRIM THE ROOF JACK SO THAT THE PIPE WILL FIT SNUGLY AND INSTALL OVER THE PIPE. 4) APPLY SEALANT BETWEEN THE PANEL AND THE BASE FASTENING RING OF THE ROOF JACK. 5) ATTACH THE BASE OF THE ROOF JACK TO THE PANEL USING #1/4-14X7/8' STITCH XL FASTENERS @ 1" O.C. 6) APPLY SEALANT BETWEEN THE PIPE AND THE TOP OF THE ROOF JACK. 7) INSTALL A STAINLESS STEEL CLAMPING RING SNUGLY AROUND THE TOP OF THE ROOFJACK. SOLID DECK 1300 SERIES PANEL %/CAIT Oinc* CREWS a O.C. EALANT BY NGLERT ASTM D226 30# FELT (BY ENGLERT) ENGLERT HT UNDERLAYMENT ©2004 ENGLERT, INC. SUBJECT TO CHANGE WITHOUT NOTICE PAGE #21 Miami Elhores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores, A 33138 0000 • 0000 .. 0000.. 0000.. ��••`� /'9' /� 0000.. 0000 0000.. 0000 :0000. 0000.. .. 00 00 .• .. Re: Owner's Name: S� �L . • • • • • Property Address:_ kA� I0;r Roofing Permit Number: :.••• 0000 *0:00 .0000 0000.. 0000.. 0000.. Dear kAIT� nBuilding Official: Y 1 1 _Ucertify 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 valorem taxation. o The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) • 00.0.0 (12s� xsau-�J Signature Print Name State of Florida County of Dade The undersigned, being the first duly sworn, deposes nd says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this day of _See ;e�4PXY•�}'Ar!'�,: PEDRO GODOY Notary Public, Sate of Florida at Large A MYCOMMISSION# FF9M51 EXPIRES May 24,2020 alorem (407) 39e @153 FlorkfaNalaryServiae•oom o When the just valuation of the structure for purpose of ad vtaxation is equa to or more than $300,000.00, and the building was not constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. ♦gNORes F�OR(DP SECTION 1524 HIGH VELOCITY HURRICANE ZONES - REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 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 ant the contractor..To*eVner's initial in the designated space indicates that the item has been explained. •••• ••••.. 2. Renailing wood decks: When replacing roofing, the existing wood 5oof deck may have to:****: be renailed in accordance with the current provisions of Section R4403. (The roof deck is Jualv0 concealed prior to removing the existing roof system). ••:00: •"• 00000` 0000 0000 0000.. .. 4. ��Exposed Ceiling: Exposed, open beam ceilings are where the u�dersjde of ti�►bo�deckin�..:0 can be viewed from below. The owner may wish to maintain the architectural app9alrice; therefpre, ; • • • • roofing nail penetration of the underside of the decking may not be acceptable. This provid4s Laaption of • maintaining the appearance. ,6. Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimeter/edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. 4 wne /Agent's Signature Date Cont a r ignature Date Property Address Revised on 7/9/2009 LD;07/01/2015; Permit Number