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RF-11-1838Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 166335 Permit Number: RF -10 -11 -1838 Scheduled Inspection Date: November 09, 2011 Inspector: Bruhn, Norman Owner: CONLEY, LETY & MICHAEL Job Address: 1290 NE 104 Street Miami Shores, FL Project: <NONE> Contractor: MIAMI ROOFING SYSTEMS INC Permit Type: Roof Inspection Type: Final Roof Work Classification: Flat Phone Number Parcel Number 1122320300090 Building Department Comments RE ROOF FLAT ROOF ONLY 10/12/11 - NOC PENDING RECEIVED ON 10/13/2011. Passed,0j /,ri7z_— Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 165202. NEED TO SEE PICTURES. JR November 08, 2011 For Inspections please call: (305)762 -4949 Page 22 of 32 NOTICE OF COMMENCEMENT A RECORDED IMPY MUST BE POSTED 'EAU owns JOB SITE AT TIME OF IIRSST INSPECTION PERMIT N1.2 '1�' ' ' FOLIO NO. t I- a e1W-b3O- MAO STATE OF FLORIDA: COUNTY OF MIAMI-DADE THE UNDERSIGNED hereby gives not]ce that improvements will be made to certain real property, and In accordance with Chapter 713, Florida Statutes. the following bhforinat arh is provided In this Notice of Commencement 1. Legal description of propety and sheet/address: tad% " s 1 -, ., s _ . VA 2. Description of Improvement f MEM •MU BUM SOS■ MIS NMI .uI•t'MMMA R CFN 201. 1R06890100 OR Bk 27858 Ps 0499; tlps; RECORDED 10/13/2011 14:56:05 HARVEY RU VIN, CLERK OF COURT HIND-DADE COUNTY, FLORIDA LAST PAGE above reserved for use of recording office a 3. Owner(s) name and address: Interest in property Name and address of fee simple titleholder: 4. Contractor's name, address and phone number. la • o Ne 1°'I 1M- 5, Surety: (Payment bond required by owner from contractor, If any) Name, address and phone number: Amount of bond $ 8. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents maybe served as provided by Section 713.13(1X8)7„ Florida Statutes. Name, address and phone number. mtcrvra B. In addition to himself, Owners designates the following persons) to receive a copy of the Uenor's Notice as provided In Section 713.13(1)(b), Pozlda Statutes. Name. address and phone number 9. Expiration date of this Notice of Commencement Oho ecpfratIon dated 1 year from ea date of recoldtng unless adtfmpnt data b spaded) 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 1, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY A NOTICE OF COMMENCEMENT MUST BE REMIRDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OB1 1N FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. SIgnature(s) of Prepared By Print Name • Gi Title/Office Ot fane.v STATE OF FLORIDA COUNTY OF MIAMI -DADE Thef 1,31 ent Officer/Director/Par!ner/Manag Prepared By Qtr+ (1 Prins Name _ a1Act a O Title/Office acknowledged before me this 514 day V lI individually. or 0 as - for D Personally known, or E"produced the following type of Identification: Signature of Notary Public: Print Name: (SEAL) Under penalties of perjury,) declare that I have read the foregoing and that the facts stated in ft are tare, to the lest of my knowledge and be • State of Florida rots Expires* 3)12 (f DD 779122 leaded Treorr9lt Bethnal NotaryAssh. of :e ) a s)'s Authorized Officer/Director/Partner/Manag er who signed above: 1236E42 VYIfi3 Sle STATE OF FLORIDA, COUNTY OF DAM / HEREBY CERTIFYfiletais0 true oupyofrta;r 32,1001 filed la WI- elzy of AD29 I WI PI7Es ➢fwa l Sad 0 °dSeaL 4 IN CI.E.RIt, of C,irrNttt cc1X Cads n., (,i /,',/,,AAA, t`` 6-6 0 D.C. 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 BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING ROOFING. , Owner's Name (Fee Simple Titleholder) I \ lC:kc ei ea) Owner's Address dC10 NE jo City in 1 C l irf■ (firiorest, State Fi Tenant/Lessee Name Email Permit No. OCT Q52011 ne Master Permit No. Phone # Zip C,i Phone # Job Address (where the work is being done) 1, i0 rcr' City Miami Shores Village County Miami -Dade FOLIO / PARCEL # 1 1 cc iO Is Building Historically Designated YES NO, Contractor's Company Name Contractor's Address City yry, ► Ctavi Qualifier Name 1\-CW 'j2 s' M I -Cai1` (y i-;/IC 3 NLL) i-;1, ` �I Stto F i` 1�-'� ci - i Zip Flood Zone 39, Phone # Zip 351 d Phone # 30;3 7 5-1— 555 State Certificate or Registration No. Certificate of Competency No. 'Contact Phone E -mail Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ 1-, 4 LI 5ua Square / Linear Footage Of Work: ,33 3 c Type of Work: DAddition ❑Alteration DNew n Repair/Replace ❑ Demolition Describe Work: I {?( c-f 42• V 40 a . c# Iva Pi cod trt.4fh l �, 4i) P17 er Vie. ,e1 ctr 'rc)rC %PJti it Ct rF]Aaa it b un(rn"cti C, Submittal Fee $ - Permit Fee $ JO CCF $ CO /CC $ Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Bond $ Double Fee $ Violation date: Structural Review. $ Total Fee Now Due $ 2 0 .S 1 See Reverse side —* 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, 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._ Z Signature g s (" Signature Owner or Agent The foregoipg instrument was acknowledged before me this `) day of b)Y 20 / t , by Ll t(Ji 0 (l en 1,?,1' who is personally known to me or who has produced '72 L. As identification a sd who did take an oath. NOTARY PUBLIC• Sign: Print: My C APPROVED BY Contractor The foregoing ' trument was acknowledged before me s ii � D day of 20 11 , by -Stainer Q i(,vl/�` Q' who is personally known to m . r'who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Co J7-0-747 • Plans Examiner Zoning Engineer Clerk checked (Revised 07 /1 0 /07)(Revised 06/10/2009) OCT 0.7 2011 1/36 CUMULATIVE SUBSTANTIAL IMPROVEMENT VERIFICATION WORK SHEET In accordance with FEMA regulation and Miami Shores Village Flood Damage Prevention Ordinance the costs of all improvements must be monitored. The costs of any improvements in the past 12 months and the costs of any proposed improvements must be shown on the worksheet. The cost of improvements must include demolition, raw and finished materials (include those donated), labor (including volunteer and self - performed), construction supervision and management, and overhead and profit. A list of items the costs of which are to be included as well as those excluded is attached for your reference. �(A�Copy of the Contract must be attached) PROPERTY OWNER: H`°l t cik6 0 Ca e PERMIT # A/C pf :if�/Nc ADDRESS: FOLIO NUMBER: 11 2232, OW- 069 U FLOOD ZONE: BASE FLOOD ELEVATION: FREEBOARD: EAST OF FL.CCCL: COST OF PAST IMPROVEMENTS (12 MONTHS): COST OF PROPOSED IMPROVEMENTS: t tiCe (ATTACH COPY OF CONTRACT) TOTAL CUMULATIVE COST OF IMPROVEMENTS (past and proposed): VALUE OF PRINCIPAL STRUCTURE (attach appraisal): 1 y OWNERS SIGNATURE: L "` ` 11 ' Cm0,,DATE: PLANREVIEWER: PLAN REVIEWER SIGNATURE: DATE: 14, ws 0 t �l Created on June 2009 SUBSTANTIAL IMPROVEMENT / DAMAGE LIST (NOTE: THIS LIST IS INTENDED FOR GUIDANCE ONLY, AND IS NOT ALL INCLUSIVE) ITEMS TO BE INCLUDED ALL STRUCTUAL ELEMENTS, INCLUDING Foundations including; Spread footing, Continuous footing, isolated footing, piles and pile caps Slabs including; Monolithic, floating, elevated Walls including; Exterior walls, Bearing walls, Shear walls Beams, Tie Beams, Columns and Posts Wood decking, Floor and Roof Sheathing Trusses, Joist Windows /Doors ALL BUILDING ELEMENTS, INCLUDING Interior Partitions, Walls, Columns Drywall, Ceilings, Built in Furniture, Cabinets, Vanities All Fixtures Flooring, Tile, Carpet, Stone, Linoleum, ect. All Finishes including Drywall, Paint, Stucco Plaster, Paneling, Tile, Marble, and Moldings Roofing Material ALL HARDWARE ALL UTILITY and SERVICE EQUIPMENT HVAC Electrical System and Equipment Plumbing System and Equipment Security System and Equipment Central Vacuum System Plumbing Fixtures Lighting Fixtures and Ceiling Fans Water Systems including Softeners /Filtration Created on June 2009 ALSO: All Labor and other Costs associated with Demolition, Removing, Replacing, Installing Building or Altering Building Components Construction Management / Supervision Overhead and Profit Equivalent cost for: Donated Materials Volunteer Labor (including owners and friends) Any Improvements Beyond Pre - damaged Condition, including; Utility Upgrades Code Upgrades ITEMS TO BE EXCLUDED Plans and Specifications Survey Costs Elevation Certificate Costs Permit fees Debris Removal Items not considered to be REAL Property Rugs, Furniture, Refrigerator, Appliances not Built -in Outside Improvements, Including; Landscaping Sidewalks Patios Fences Yard lights Sheds Gazebos Irrigation Pool Property Information Map 1 of 1 http: / /gisims2. miamidade .gov /myhome /printmap.asp ?mapurl =http: / /g... My Home Miami -Dade County, Florida Property Information Map Aerial Photography - 2009 0 —....••..•• 112 ft This map was created on 10/7/2011 4 :00:15 PM for reference purposes only. Web Site © 2002 Miami -Dade County. Alt rights reserved. Summar Details: Folio No.: 11- 2232 -030 -0090 11290 NE 104 ST ling ICHAEL J CONLEY &W LETY ress: 11290 NE 104 ST MIAMI HORES FL 138 -2660 Property Information: Primary Zone: 1100 SINGLE FAMILY RESIDENCE CLUC: 10001 RESIDENTIAL - SINGLE FAMILY Beds /Baths: 3 Floors: 1 Lndn. Units: 1 • Foota•e: 12,686 1$227,4731 Lot Size: ;,850 SQ FT ear Built: 1951 Legal Description: _ _._...______ RIVER BAYPARKPB 1 -55 LOT 4 BLK 2 LOT IZE 75.000 X118 OR 17393-0117 09961 OR '17393-_0117099600 Assessment Information: ear: 2011 2010 2011 1 2010 1 Land Value: $50 ,000/$119,9021$50,000 /$117,392' $127,493 106,6041 Building Value: School Board: $226,110 1$227,4731 Market Value: j $353,603 1$334,0771 sensed Value: i $169,902 1$167,3921 Exemption Information: ear: 1 2011 2010 Homestead: $25,000 , $25,000 2nd Homestead:__ Taxable Value Information: ear: 2011 2010 a h g rity: Applied j Applied Exemption/ j Exemption/ Taxable Value: 1 Taxable Value: Re n ionaI $50 ,000/$119,9021$50,000 /$117,392' • u ' 1$50,000/$119,902111$50` ,000/$117,392 x,000/$119,90 - !,000/$117,392; $25 ,000/$144,9021$25,000 /$142,392 School Board: Sale Information: ale Date: x/1996 1 ale Amount: 148,500 1 Sale O /R: 17393 -0117 1 Sales ualification ales which are qualified 1 Description: 1 Vi ew Additional Sales 1 10/7/2011 4:00 PM k s Date: • Owner. Mailing Address: Phone # Job Site Address: Elf SYSTEMS, INC. CCC # 058322 State Licensed, Bonded & Insured 09/30/2011 latIcLL CovkI PL-4C9-10 55 0--55- 40- E . f3oji14 Michael Conley / Lety Conley 1290 NE 104th Street, Miami Shores, FL 33138 305 - 308 -0436 Email: Icapiniqabellsouth:net 1290 NE 104th Street, Miami Shores, FL 33138 Reroof Flat Roof (Approximately 350 ft'1& Repair of One 111111e Roof Leak 1. Tear off existing flat roof system down to a workable wood surface. 2. Remove existing flashing on flat roof, where applicable. 3. Remove one (1) or more rows of tile (as necessary) along flat roof to allow for a proper tie-in. 4. Replace rotted wood sheathing up to 30 linear feet or one (1) 4'x8' sheet of plywood. Additional will be extra as per terms and conditions. 5. Fumish and mechanically fasten two (2) base sheets to roof deck using 1 -W roofing nails and approved tin caps. 6. Furnish and install 26 -gauge galvanized steel 3 "x3" drip edge, where applicable. 7. Furnish and torch-install a modified bitumen granule surfaced cap sheet. • Leak Repair on Tile Roof 8. Remove tile and roof underlayment in repair area (over kitchen area) down to a workable wood surface, as necessary. 9. Remove flashing in damaged area, where necessary. 10. Clean and prepare roof area to be repaired. 11. Replace rotted wood sheathing up to 20 linear feet. Additional will be extra as per terms and conditions. 12. Furnish and mechanically fasten a•# 30 Lbs ASTM felt to roof deck using 1 -W roofing nails and approved tin caps. 13. Furnish and install 26 -gauge galvanized steel 3 "x3" drip edge, where necessary. 14. Furnish and Install a tile underiayment. 15. Furnish and install roof tiles to match as close as possible to the existing roof tiles. 16. Clean and haul away roofing debris. Exclusions: Mechanical, electrical, plumbing, cost of permit, insulation. Miami Rooflng•Systems will warranty fiat roof for a period of 5 years and tile roof repair for a period of 6 months. Total price includes labor, materials, insurance, equipment, taxes. tal • c =: .0 o = d Four H ndi . us ' ill a l 1. 01 I_1 0 Payment Schedule: 30% when contract is signed, 30% when work commences, balance upon completion. By signing below, owner / er' gent agrees to Terms & Conditions J� l(on second page) of this contract. k'ipkt.Y 1De'�(.. V" Print 11 Accepted by: M Jose Warren: 10 Date • We may withdraw this proposal / contract if not approved within 1.0 days. 667 N.W. 101E Street, Miami, FL 33150 Phone # 305-754-5554 ! Fax # 305 - 754-5332 www.m lam iroofi ngsystems.com Id li Date Miami Shores Viiiage 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, Fl 33138 Re: Owner's Name: l i C nae. I Cpiy Property Address: i390 f J 104=71 micimjioresrri 3 / Date: /Q/51a2 Roofing Permit Number: Dear B ilding Official: KcL6r e I certify that I am not required to retrofit the roof to wall connections of my build' - g because: 'the just valuation for the structure 1 for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. ❑ 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) % H, Signature Print Name State of Florida County of Dade The undersigned, being the first duly swom, deposes and says that he /she is the owner for the above property mentioned. Sworn to and subscribed before me this day of cad/ Notary Public, Sate of Florida at Large ,,, ,,u, • MARTINEZ 1 P �".^.�itf� ∎-U11rj- c - Stale of Florida i�►�.: ti e irl'- 14 2012 �—`�= Comm When the just valuation of the structure for u h 1t° �, • purpose of : � - valorem ��. - ��'! � •��� ����� �� and the building was not constructed with FBC nor a 1994 SFBC. Then you must provide abuilding application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5/21/2009 ROOF ASSEMBUES AND ROOFTOP STRUCTURES Master Permit No. Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit Application Form. Seca,,., a (rene.ni inf,. ation) Process No. Contractor's Name (x1111 to 5y .ems p'nc.► Job Address l as q0 NE so4f44 v4' a OCT 062011 , 'Y: )I1Low Slope ❑ Mechanically Fastened Tile ❑ Mortar /Adhesive Set Tile ❑ Asphaltic ❑ Metal PaneUShingles Shingles ❑ New Roof Low Slope Roof Area (SF) 3T-7 ❑ Prescriptive BUR -RAS 15, ROOF TYPE Reroofing ❑ Recovering ROOF SYSTE INFORMATIO Steep Sloped Roof ❑ Wood Shingles /Shakes Maintenance spf Total (SF) Srn Section R (Rn 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. r 8' NIP Zia n i dr1Oi es Villa ge FLORIDA BUILDING CODE — BUILDING SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit Application Form. Section C (Low Slope Application) Fill in specific roof assembly components and Identify manufacturer (If a component is not used, identify as "NA ") re5 System Manufacturer: Product Approval No.: 10— !a' () • �a Design Wind Pressures, From RAS 128 or Calculations: Pmax1'y9.9 Pmax2: '" ,(42 Pmax3: rat-1.3 Max. Design Pressure, from the specific Product Approval system: 5e1. Deck: Type: Wood. Gauge/Thickness: Slope: Anchor /Base Sheet & No. of Ply(s): NI A Anchor /Base Sheet Fastener /Bonding Material: NIA Insulation Base Layer: 14 la Base Insulation Size and Thickness: N 1 A Base Insulation Fastener /Bonding Material: l4 )0 Top Insulation Layer: Top Insulation Size and Thickness: Top Insulation Fastener /Bonding Material: N 1 Base Sheet(s) & No. of Ply(s) :() f e -rTi►'ef-14 titer Base Pape Sheet Faste er4o n ng Matterial• PIy Sheet(s) & No. of Ply(s): N 1 A Ply Sheet Fastener/Bonding Material: Top PIy: n 4)14 AQp lW P Top PIy Fastenerl8ondIpg Material: Jorch FLORIDA BUILDING CODE — BUILDING Surfacing: �I I A Fastener Spacing for Anchor /Base Sheet Attachment: Field: W " oc © Lap, # Rows @ " oc Perimeter: 4, " oc @ Lap, # Rows --� " oc Corner: to " oc @ Lap, # Rows aLd (P " oc Number of Fasteners Per Insulation Board: Field NIA- Perimeter NIA- Corner W l 4 Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter - Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Wood [/rdq t& aP�y der ee i'19 As &KO s q'►s ri? 4 Mod el+ -0) PIy APP IV FR -notch 4 Parapet Height ! la Mean Roof Height SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES - REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 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 govem 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. The owner's initial in the designated space indicates that the item has been explained. 1. ILL Aesthetics- Workmanship: the workmanship provisions of Section R4402 are for the purpose of providing that the roof system meets the wind resistance and water instruction performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. f "r-- Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403. (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 (Le., townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and /or owner should notify the occupants of adjacent units of roofing to be performed. 4. ! Exposed Ceiling: 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 penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the appearance. 5. ttk, 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. Pounding can be an indication of structural distress and may require the review of a professional structural engineer. Pounding may shorten the life expectancy and performance of the new roofing system. Pounding conditions may not be evident until the original roofing system is removed. Pounding conditions should be corrected. 6. it " 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. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structure assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. I1/44,9,9 \I. Pp), 0/4-(t/ Owner/Agent's Signature Date Contract S i g nature Date Revised on 7/9/2009 LD BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Firestone Building Products Company, LLC 250 East 96th Street Indianapolis, IN 46240 -3702 MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 P (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: Firestone Modified Bitumen Roof 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 NOA No. 08- 0118.07 and consists of pages 1 through 27. The submitted documentation was reviewed by Jorge L. Acebo. MIAMI•DAOS COUNTY APPROVED NOA No: 10- 1230.02 Expiration Date: 03/08/16 Approval Date: 03/24/11 Page 1 of 27 Membrane Type: APP Deck Type 1I: Wood Non - insulated Deck Description: 19/32" or greater plywood or wood plank fasten to supports with 118 x 1 -5/8" wood screws at a maximum spacing of 6" o.c. System Type E(3): Base sheet mechanically fastened. All General and System Limitations apply. One ply of Firestone MB Base or MB Base M mechanically fastened to the wood deck as described below: Fastening #1: Surfacing: Base sheet shall be lapped 4" and fastened with Firestone #14 AP fasteners 3" Round Metal Plates 12" o.c. in the lap and two rows staggered in the center of the sheet 12" o.c. Base sheet shall be lapped 4" and fastened with approved roofing nails and tin caps 6" o.c. at the lap and two rows staggered in the center of the sheet 6" o.c. JOptional) One or more plies of Firestone MB Base Sheet, Type IV, Type IV M, Type VI or Type VI M ply sheet or other listed base sheet applied in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.; or one ply Firestone APP 160 or APP 170 torch applied. O, na n yof APP 160, APP 170, APP 180 or APP 180 F1 torch applied parallel to the base ply, with overlaps staggered 12 ". (Optional) Install one of the following: 1. Gravel or slag at 400 lb. and 300 Ib., respectively, set in a flood coat of type III or IV asphalt at 60 lb./sq.. 2. Karnak No. 97, No. 97 AF or No. 169 at an application rate of 1% gal./sq.. 3. Fields F900 emulsion, Gilsonite Durakote # 151, Gibson Homans #6192 -900 applied at 6 gal. /sq. with 60 lbs. of roofing granules set in the wet coating. Maximum Design Pressure: —52.5 psf (See General Limitation #7) MIAMIOADE COUNTY APPROVED NOA No: 10- 1230.02 Expiration Date: 03/08/16 Approval Date: 03/24/11 Page 25 of 27 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 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 sidelap 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 lbs.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. lithe 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 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 with 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 9B -72 of the Florida Administrative Code. END OF THIS ACCEPTANCE MIAMI•DADE COUNTY APPROVED NOA No: 10- 1230.02 Expiration Date: 03/08/16 Approval Date: 03/24/11 Page 27 of 27 • TGF'U.R95I6 - Roofing Systems file: / / /C: /Users/ Jose / Documents /Work%20%23 %202 %20(Mia ONLINE CERTIFICATIONS DIRECTORY Pane Bottom See General Informatbn for Rootno Systems FIRESTONE BUILDING PRODUCTS CO L L C 250 W 96Th ST INDIANAPOLIS, IN 46260 USA TGFU.R9516 Roofing Systems Roofing Systems R9516 References to Type 61 and Type G2 ply and base sheets Include °Type N ", "Type VI' (Type G1), "Ply IV (4) M' (Type 61), "Ply VI (6) M" (Type 61), "MB Base Sheet M" (Type G2), "MB Base Sheet° (Type G2) in any of the following Classifications. °Firestone Venting Base Sheet" (Type G3) may be used in lieu of any Type G2 base in any applicable non - combustible Classification. "SBS Poly Base Sheet" can be used in any non - combustible deck system which utll¢es a Firestone SBS cap sheet. 'ISOGARD' and "ISO 300" are acceptable akemates to 'ISO 95 +" In any applicable Classification. °i.S.O.FIX Adhesive' may be used in any of the following Classificatons to adhere insulation to the roof deck. "I.S.O. Spray "' S° may be used in any of the following Classifications to adhere insulation to both non - combustible roof deck substrates and other Insulation layers including wood fiberboard and G -P Gypsum Corp. "Dens -Deck® Roofboard" or "DensDeck Prime® Roofboard° or "DensDeck DuraGuardT" Roofboard.' °Tapered 150 95 +CAN" may be substituted for °150 95+CAN' in any of the systems listed below. °ISO 95 +CAN° may be perforated on one side for use as the contact side for BUR or modified bitumen membrane. ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Class A 1. Deck: NC Indine: 3 Insulation: — "ISO 95 +FK', "GL", °GW° or °Rhoflex Isocyanurate FK °, "GL", "GW ", any thickness, mechanically fastened or adhered with hot mopping asphalt. Ply Sheet: — Two to four layers Type 15, 6.1 or G2, any combination. Surfadng: — Gravel. 2. Deck: NC Incline: 3 Insulation: — "ISO 95+Composite °, °Rhoflex Isocyanurate Composite° or °ISO 95 +Wood Fiberboard Composite ", mechanically fastened or adhered with hot mopping asphalt, 1.5 to 3.5 in. thick. Insulation (Optional): — Petite, 1 in. thick. Ply Sheet: — Three to four layers Type 15, 61 or G2, any combination. Surfadng: — Gravel, slag or crushed stone. 3. Deck: NC Indine: 3 Base Sheet: — °MB Base Sheet ", mechanically fastened or hot mopped. Insulation (Optional): — Any UL Classified (EPS must be covered with 1/2 In. thick min glass fiber, wood fiber or perlite), any thickness, mechanically fastened or hot mopped. Pty Sheet: — One or more layers " MB Base Sheet " or Type GI, any combination. Surfadng: — Gravel, crushed stone or crushed slag, In a flood coat of hot roofing asphalt. 4. Deck: C -15/32 Indine: 1 Insulation (Optional): — any UL Classified, any thickness. Ply Sheet: — One or more plies Type 61, G2 or "SBS Base Sheet °, mechanically fastened or hot mopped, any combination. Membrane: — "SBS Smooth ", "SBS Premium" or "SBS" (modified bitumen), hot mopped. Surfadng: — Gravel, crushed stone or crushed slag, in a flood coat of asphalt. 5. Deck: NC Indine: 1 -1/2 Insulation (Optional): — any UL Classified, any thickness. Ply Sheet: — One or more plies Type G1, G2 or "SBS Base Sheet', mechanically fastened or hot mopped, any combination. Membrane: — *SBS Smooth', °SBS Premium" or °SBS' (modified bitumen), hot mopped. Surfadng: — Gravel, crushed stone or crushed slag, in a flood coat of asphalt. 6. Deck: NC Indine: 3 Insulation (Optional): — Firestone *ISO 95+GL ", "FlberTop B ", °C ", "E", "5 ", wood fiberboard, polyisocyanurate, fiberglass, perite, any combination, any thickness, mechanically fastened, hot mopped or attached with any UL Classified cold adhesive. Base Sheet (Optional): — One or more plies Firestone "MB Base Sheet °, mechanically fastened or hot mopped. Ply Sheet: — One or more plies Firestone °Ply IV Felt° or °Ply VI Felt ", mechanically fastened or hot mopped. Surfadng: — Gravel, crushed stone or crushed slag in a flood coat of asphalt. 7. Deck: C -15/32 Indine: 3 1 of37 11/16/2010 12:2: . T6FUR9516 - Roofing Systems file:///C: /Users/J ose/Documents/Work%20%23%202%20 ( M i ar 72. Dedc: NC Indine: 1/4 Insulation: — Perlite, glass fiber or wood fiber, 3/4 to 2 in. Membrane: — "FR- EPDM ", °W -EPDM" or "G- EPDM °, 45 or 60 mil, fully adhered to insulation with Uniroyal "Royal M6504" roofing adhesive at 1 gal/sq. 73. Deck: NC Indine: 1/4 Insulation: — Glass fiber, perlite or wood fiber, 3/4 to 2 in. Membrane: — °EPDM° or "Triumph EPDM ", 45 or 60 ml. 74. Deck: NC Indine: 1/2 Insulation: — EPS, any thickness, covered with USG "Structodeck °, 1/2 to 1 in. Membrane: — "FR EPDM ", 45 or 60 mil. 75. Deck: NC Indine: 1/2 Insulation: — Poyisocyanurate, any thickness. Barrier Board: — Wood fiberboard, 1/2 in. min. Membrane: — "W- EPDM ", "R -EPDM" or "Triumph Reinforced EPDM ", 45 or 60 ml, fully adhered with Uniroyal °Royal M6504" adhesive at 75 sq ft/gal. The membrane laps are sealed with Uniroyal "Royal M6365" adhesive at 1/2 gaV100 sq ft and the lap edges are caulked with Uniroyal "Royal M6389 ". 76. Deck: NC Indine: 1/2 Insulation: — Polystyrene, any thickness. Barrier Board: — Wood fiberboard, 1 in. min, or one of the following boards at 1/2 in. min: Celotex wood fiberboard, Georgia-Pacific "Sturdi -Top" or Huebert Fiberboard fiberboard. Membrane: — "R -EPDM " or 'Triumph Reinforced EPDM ", 45 or 60 mil, fully adhered with Uniroyal "Royal M6504° adhesive at 75 sq it/gal. The membrane laps are sealed with Uniroyal "Royal 6365° adhesive at 1/2 gal /100 sq ft and the lap edges are caulked with Uniroyal °Royal M6389 °. 77. Dedc: NC Indine: 1/2 Insulation: — One of the following (any thickness): 1. Atlas Roofing "ACF6am II'. 2. Apache Products °Apache PYROX ", "Apache White Line ", "Apache Tapered Pyrox ". 3. Johns Manvile "ENRGY 2A °, "ENRGY 2G °. Membrane: — °FR° EPDM, 45 to 60 mlls, fully adhered with one of the following: 1. Uniroyal bonding system. The membrane is adhered with °Royal M6504' bonding adhesive, applied at 60 sq ft/gal. The membrane laps are sealed with "Royal M6365° lap adhesive, applied at 75 sq ft/gal. The lap edges are caulked with "Royal 6346 ". 2. Ashland Chemical bonding system. The membrane Is adhered with "PUOBOND 2375" bonding adhesve, applied at 60 sq ft/gal. The membrane Paps are sealed with "PLIOBOND 9053° lap adhesive at 131 lin ft /gal. The lap edges are caulked with °PLIOBOND 5533 °. 78. Deck: NC Indine: 1/4 Insulation: — Polystyrene or polyisocyanurate, any thickness. Barrier Board: — Wood fiberboard, 1 in. min, or one of the folbwing boards at 1/2 in. min: Celotex wood fiberboard, Georgia-Pacific °Sturdi -Top" or Huebert Fiberboard fiberboard. Membrane: — "EPDM ", 45 to 60 mil, fully adhered with Uniroyal °Royal M6504° adhesive at 75 sq ft/gal. The membrane laps are sealed with Uniroyal °Royal M6365 " adhesive at 1/2 gaV100 sq ft and the lap edges are caulked with Uniroyal °Royal M6389 ". 79. Dedc: C -15/32 Indine: 1/2 Insulation (Optional): — Periite or glass fiber, 15/16 in. thick min, or poyisocyanurate, 2 in. thick min, joints in insulation offset 6 In. with joints in deck. Base Sheet: — Two or more plies °MB Base Sheet° (Type G2) or any Type G2 weighing a min of 23 lbs/sq, mechanicaly fastened, spot or fully mopped. Ply Sheet (Optional): — "APP 160° or "APP 170° (modified bitumen), heat fused. Membrane: — "APP 180 FR" or °RhoFlex FR" (modified bitumen), heat fused. 80. Deck: NC Incline: 1 Insulation: — Polystyrene (1 to 2.5 Ibs /cu /ft), 1 In. min. Slip Sheet: — Atlas Roofing "FR -10 ". ' Membrane: — °UltraPy° (TPA), 40 -100 mil. 81. Deck: NC Indine: 1 Insulation: — Perlite, any thickness. Membrane: — °UltraPy" (TPA), 40 -100 mil. 82. Deck: NC Indine: 1 -1/2 Insulation (Optional): — Polystyrene (tapered or uniform thickness) or Dow•Chemical °Styrofoam LG, PD, RM, SM, TG or SiYROIB" , any thickness or glass fiber, any thickness. Insulation: — Wood fiber (Huebert) 1 in. or °FiberTop B ", ° FiberTop E ", "FiberTop C" or "FiberTop S', 1/2 in. min. Membrane: — "UltraPy° (TPA), 40 -100 ml. 83. Deck: NC Indine: 1 Insulating Concrete: — Deck covered with either of the following insulating concretes (poured in place): cellular, vermiculite, perlte, gypsum or structural. Optionally, a base concrete deck may be used If all exposed surface joints are grouted. Membrane: — "UltraPly° (TPA), 40 -100 mil. 84. Deleted. 85. Deleted. 86. Deck: C -15/32 Indine: 1/2 - Insulation (Optional): — Perlite or glass fiber, 15/16 in. thick min, or poyisocyanurate, 2 in. thick min,, Joints in insulation offset 6 in. with joints in de Type G2) or any Type G2 weighing a min of 23 lbs/sq, mechanicaly fastened, spot or fully bitumen), heat fused. embrane: — "APP 180 FR" (modified bitumen), heat fused. 87. Deck: NC 13 o 37 Indine: 1/4 11/16/2010 12:28 SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 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 govem 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. The owner's initial in the designated space indicates that the item has been explained. 1. Aesthetics - Workmanship: the workmanship provisions of Section R4402 are for the purpose of providing that the roof system meets the wind resistance and water instruction performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403. (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 to be performed. 4. PLC Exposed Ceiling: 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 PPe 9 penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the appearance. 5. PL 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. Pounding can be an indication of structural distress and may require the review of a professional structural engineer. Pounding may shorten the life expectancy and performance of the new roofing system. Pounding conditions may not be evident until the original roofing system is removed. Pounding conditions should be corrected. 6. /ILL 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. 7. oLL-' Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structure assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. ig 4,(1, Owner/Agent's Si nature Date 9 9 Contract Signature Date Revised on 7/9/2009 LD