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RF-12-1657Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 178129 Permit Number: RF -9 -12 -1657 Scheduled Inspection Date: September 21, 2012 Inspector: Bruhn, Norman Owner: MARRERO, DAVID Job Address: 142 NW 99 Street Miami Shores, FL Project <NONE> Contract6r: ALL FLORIDA GENERAL CONSTRUCTION Permit Type: Roof Inspection Type: Final Roof Work Classification: Flat Phone Number 305 - 758 -2471 Parcel Number 1131010240040 Phone: (786)255 -0340 BuildinDartment Comments RE -ROOF FLAT ONLY Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. September 20, 2012 For Inspections please call: (305)762 -4949 Page 2of6 • NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. RF I -12- 45-2.0 TAX FOUO NO. 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 111111111111111111111111111111111111111111111 CF-hl 12012R0639063 OR Bk 28263 Ps 33321 (1139) RECORDED 09/10/2012 11:02325 HARVEY RUVIN, CLERK OF COURT IIIAPMI -DADE COUNTY, FLORIDA LAST PAGE r l' Space above reserved for use of recording office 1. Legal description of property and street/address: N 42 Wti) qC Si N1 / Shore, - 2. Description of improvement 3. Owner(s) name and address: Interest in property:: Name and address of fee simple titleholder 4. Contractor's name, address and phone number. 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number. 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, address and phone number 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. - Name, address and phone number. 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 COMMENC OR RECORDING YOUR NOTICE OF COMMENCEMENT. . STATE OF FLORIDA, COUNT OF DADE r(s) ore s)' Authorized Officer /Director/Partnef/I�EtRA RT 'that tnis rs a nue ° . y of the •' Preparing: 'hod in this off toe on r day or A t�ls /e , 17x1 � /f ° si on 1 , r' _ Print .F.� Ia s� ilr ,` ' .: Titleiddri It By i The foregoing - nstrument was acknowledged before me this 4/ day of F ► =4%' ; '419,0!),, , e By , � IvC ►'. 1 l / Signature(s) of Prepared Print Nam Trtle/Offi "r'VI rr STATE OF FLORIDA COUNTY OF MIAMI -DADE for ❑ produced the following type of identification: Signature of Notary Public: Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92525. 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. Signature(s) of Owner(s) or Owner(s)'s Authorized Officer/Director/Partner/Manager who signed above: By By 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 • �B DING PERMIT APPLICATION Permit Type: BUILDING JOB ADDRESS: I ,1 L IYL/V 9 q S �I City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: i 310 I ®2 9 _-o 0 4f Is the Building Historically Designated: Yes NO Flood Zone: Permit No. CEIVED SEP 062011 Master Permit No. ROOFING OWNER: Name (Fee Simple Titleholder): kAjUt J S 11VA 0 k 1\1 • 4 Phone#: O -(o 332' Address: 1 )1.•1.4 C p-tS City: WS rV\ Q\i\JS State: -Th(o Zip: 5'03 2Z. Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: Pr lk non d CL. 66./efin, 1 an S C Ofi'hone#: (-1K)4 Gi Vo Address: i0 z- Iv W City: ( 1 Q.t'Y) I _ State: FL- Qualifier Name: -54 V & & 1 CI rcac�. State Certification or� Registration #: (�,(l; 152-5 Y 2 O Certificate of Competency ##: / Contact Phone#: l� ?6) 253 0 540 Email Address: J a y Ie q 3 e go 1 . CO DESIGNER: Architect/Engineer: Phone#: Zip: i ) (v Phone#: 0 c /� Value of Work for this Permit $ (j I 0 0 `� Square/Linear Footage of Work: Type of Work: °Addition °Alteration UNew URepair /Replace Description of Work: Re r 1( a4- (Z &F Only 'f©: .;q F4 Demolition Color thru tile: ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ ees******************************************** CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ 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 RT .F.CTRICAL 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 she 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 inspectio be approved and a reinspection fee will be charged. ent The ent was acknowledged before me this g___ day of 20 12- by Sand y c,t,/,(I ((WS , who is personally known to me or who has (produced L1 C 'n e As identification and who did take an oath. NOTARY PUBLIC: Sign: Print My Commission Expires B. GUERRA MY COMMISSION # DD 1216 EXPIRES: February 17,2013 Bendel Tin Notary Pub1lc Undentrlters ** * * * *** *** *** * * * **** * *** * *** **** Signature Contractor r' The foregoing instrument was acknowledged before me this �I day of S , 20 12, by «(ram , who is personally known to me or who has produced LI (0.,1 as identification and who did take an oath. NOTARY PUBLIC: APPROVED BY ®._ Plans Examiner Structural Review (Revised 3 /12/2012XRevised 07 /10 /07)(Revised 06/10t2009)(Revised 3/15/09) Sign: Print My Commission B. GUERRA MY COMMISSION # DD 861216 ,> . EXPIRES: February 17, 2013 , .. '� Bonded Burr Notary Pubfc undenadters Zoning Clerk SEP, 5. 2012 1:88PM PREMIERE Asset" Services 9/5/12 NO. 8465 P. 2 7495 New Horizon Way, Frederik, MD 21703 Subject Property Address: Address: 142 99TH ST City, State, Zip: MIAMI SHORES, 1 .33150 FILE #: 0999058951A WWW,prentierereo,00nt Our company, Premiere Asses Services, a division of Wells Fargo Home Mvlortgage, authorizes Property Masters to act as attorney in fact for the purposes of closing any open permits issued on the above referenced property to complete demolition. The contrac.tarr is authorized to sign ssxy documents necessary to complete this work as required by the local building department. The property is currently listed with the following real estate agency: Agency: Keller Williams Realty ,address: 700 NE 90th Street City/Stater/1p; lVfismi, FL 33138 Our listing agent, Sandy Williams, is also authorized on behalf of Premiere Asset Services to sign any documents, including permit applications and is granted access to statements and second balance information, code violation notices or any other correspondence relative to the maintenance and management ant of the above referenced property. This asset was acquired through a foreclosure process and tiler is now out of the prior owner's name. . A we to release infonlisition to our assigned agent toy delay timely maintenance arid management of e roperty. Please contact we if you have any additional questions or concerns. S ly, erg M. Baker e Asset Services ergo Home Mortgage' 1 Horne Campus 1 Des Moines, lA 50328 MAC 01-049 Telephone: 515.324425051 Fax: 877 -840 -1993 jdremtr brkcsaweBsf&dom Vvlyay.reb. W ills animm 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 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. Th- 'wner's initial in the designated space indicates that the item has been explained. 1. Aesthetics - Workmanshlp: 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. 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. 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. 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 ofing system is removed. Pounding conditions should be corrected. 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. !l ii 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 be_eficial to consider additional venting which can result in,extending the service life of the roof. Revised on 7/9/2009 LD Contractor Signature Dat 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 Date: `� Y 0-- NE 2nd Ave Miami Shores, Fl 33138 Re: Owner's Name: (A (5 eitio '3a41 Property Address: i NJ 9 Ct_ ST Roofing Permit Number: Dear Building Official: I c,tn a'li Will t certify that I am not required to retrofit the roof to wall connections of my building because: tiilsThe 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) 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. Swom to and subscribed before me this day of Notary Public, Sate of Florida at Large ___Agi&17-41----' B. GUERRA ,= MY COMMISSION U DD 661216 . ' EXPIRES: February 17, 2013 �� Bonded lbw Notary Public Underwriters • When the just valuation of the structure for purpose of ad valorem taxation is equal 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. Revised on 5/21/2009 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES SECTION 4402.14 HIGH - VELOCITY HURRICANE ZONES UNIFORM PERMIT APPLICATION Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit Application Form. INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: Roof System Required Sections of the Permit Application Form Attachments Required See List Below Low Slope Application A,B,C 1,2,3,4,6,6,7 4,6,6,7 Prescriptive BUR -RAS 160 A,B,C Asphaltic Shingles A,B,D 1,2,4,6,6,7 1,2,3,4,6,6,7 1,2,3,4,5,6,7 1,2,4,5,6,7 1,2,3,4,5,6,7 Concrete or Clay Tile A,B,D,E Metal Roofs A,B,D Wood Shingles and Shakes A,B,D Other As Applicable ATTACHMENTS REQUIRED: 1. Fire Directory Listing Page 2. From Product Approval: Front Page Specific System Description Specific System Limitations General Limitations Applicable Detail Drawings 3. Design Calculations per Chapter 16, or If Applicable, RAS 127 or RAS 128 4. Other Component of Product Approval 6. Municipal Permit Application 6. Owners Notification for Roofing Considerations (Reroofing Only) 7. Any Required Roof Testing /Calculation Documentation FLORIDA BUILDING CODE — BUILDING ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Miami Shores 1lillaae APPROVED 1 BY Florida Building Code Editi , - High- Velocity Hurricane Zone Uniform Permit Al � t EA E CT YO COMPLIANCE WT1 -i ALL FFDFpai_ STATE AND CCljNi'f TRULES AND REGUf_a, TIC `,; :. Master Permit No. Process o. �_._ Job Address 1 '1 -1 q 9/ i gityi ( --C6,, re u -� Contractor's Name 41 Low Slope ❑ Mechanically Fastened Tile ❑ Mortar /Adhesive ❑ Asphaltic ❑ Metal Panel/Shingles ❑ Wood Shingles/S akgs Shingles ' ❑ Prescriptive BUR -RAS 160 ROOF TYPE ❑ New Roof H Reroofing ❑ Recovering ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) ❑ Repair ❑ Maintenance Total (SF) 4©g section B (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 BUILDING CODE — BUILDING ROOF ASSEMBUES 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 use/d,, Idd- entify as "NA ") System Manufacturer GiFit' Mate^r(�(f 5 Product Approval No.: ©i-0lc.1q.® 1 q�i Design Winndd Pressures, From RAS 128 or Calculations: Pmax1: 41 .2-- Pmax2: Pmax3: 19 •3 Max. Design Pressure, from the s eciflc Product Approval system: d2. Deck: Type: 121/ Oa, Cal Gauge/Thickness: S.-/g if ' � 2 Slope: y Anchor/Base Sheet & No. of Ply(s): Anchor/Base Sheet Fastener/Bonding Material: Insulation Base Layer: Base Insulation Size and Thickness: Base Insulation Fastener/Bonding Material: Top Insulation Layer: Top Insulation Size and Thickness: Top Insulation FastenerBonding Material: Base Sheet(s) & No. of Ply(s): Base S eet Fastener/Bonding at >riaa I Vz" IZ.I .S Cori k c Walls Pty Sheet(s) & No. of Ply(s): 2 NI �tij I4SS pl Ply Shee�arsm er1+ ing Mated I: 1 rr M( L Top Ply: i Ply M ino r4 ci hizi Top Ply FastenerBo ding Mate , I: IS i 1 Pall /�-afh &H— FLORIDA BUILDING CODE — BUILDING Surfacing: Fastener Spacing for Anchor/Base Sheet Attachment: Field: " o/c @ Lap, # Rows '2- @ q "oc Perimeter: (1, " oc @ Lap, # Rows @ " oc Comer: `i' " oc @ Lap, # Rows @ " oc Number of Fasteners Per Insulation Board: Field Perimeter Corner 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 1 PIi Coq ' Ics is- M di 61-gmeci V41 Gkleist — PI 1 Ply to mem Isu kfsh ODped FT 1 QJL :.... (31t4 'ill r —3"x3 "20aq Prirjje Parapet Height Mean Roof Height • 192 2007 ROOFING MATERIA ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGFU) — Continued Base Coat "A -38 Series ", 0.75 gal /sq. Second Base Coat: "A -38 Series ", 0.75 gal /sq. Wear Coat: " A-38 Series ", 0.75 gal /sq plus walnut shells at 0.75 lbs per sq. Surfacing: " A-38 Series ", 0.75 gal /sq plus walnut shells at 0.75 lbs per sq. 46 Deck: NC Incline: 3/4 Foam: Spray application of 2 -in. thick "Polyfoam 273" (2.7 1b/ft.3 ) Surfacing: Spray application of 28 to 34-mils "U- 8730:" (aluminum) 47 Deck: NC Incline: 1/2 Insulation: Spray application of 2 -in. thick "Polyfoam 273" (2.7 lb /fL 3 Surfacing: Spray application of 28 to 34-mils "U- 8782" (ivory) GAF MATERIALS CORP R1306 1361 ALPS RD, WAYNE NJ 07470 "Ruberoid 20" or "Ruberoid Modified Base Sheet" may be utilized as an alternate to Type G2 base sheets in any of the following Classifications. 1/2 in. thick (min) gypsum board or' 1/4 in. thick (min) G -P Gypsum DensDeckN) may be used in any existing noncombustible deck Classification. When this is done, the resulting roofing system is acceptable for use over combustible (15/32 in. min) roof decks. The joints in the gypsum board and overlayment board are offset 6 in. with the joints in the deck. If polystyrene is part of the root system, it must be placed below the overlayment board. Also, multiple plies of "GAFGLAS Ply 4" or "Ply 6" may be adhered to G-P Gyps'un DensDeck a in hot asphalt. "BnergyGuard Ultra" is an acceptable alternate to " EnergyGuard" in any applicable Classification. GAF Stra tavent Eliminator Venting Base Sheet (Nailable)" may be mechani- cally attached or hot mopped over noncombustible decks and as a recover over existing roof systems. GAFGLAS Perlite Insulation may be utilized as a cover board over "EVER - GUARD" insulation in any of the following systems. Unless otherwise indicated, the roof insulation is mechanically fastened, adhered with hot mopping asphalt or urethane insulation adhesive. Polysty- rene reference in any of the following Classficatons include "ENERGuard Insulation ". References to glass fiber insulation include "EnergyGuard Fiberglass Insu- lation ". ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Type G2 asphalt glass mat base sheet ("GAFGLAS #75 Base Sheet" or "GAFGLAS #80 ULTIMA ") is a suitable alternate for Type G1 asphalt glass fiber ply sheet ( "GAFGLAS Ply 4" or "GAFGLAS Ply 6" ) in the Class A, B or C roof systems indicated below. The root deck may first be'covcred with a Type G2 asphalt glass mat`base sheet "GAF Stratavent Eliminator Venting Base Sheet (Perforated)" or "GAF Stratavent Eliminator Venting Base Sheet (Nailable)" . Perforated to be mopped and nailable to be mechanically attached granule side down. As an option Type G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet ", "GAFGLAS #80 ULTIMA" or "GAF Stratavent Eliminator Venting Base Sheet ( Nailable)" may be substituted for G1 asphalt &lass fiber .ply sheet ( "GAFGLAS Ply 4" or "GAFGLAS Ply 6" ) as the nailed base ply in the following systems. Bottom ply or base sheet may be solid mopped, spot mopped or mechani- cally fastened. • Unless otherwise indicated,' all insulations may be hot mopped or mechani- calty fastened. "GAFGLAS Flashing" or "Ruberoid" maybe used for flashing in any of the Class A, B or C systems listed below. When "perkte" is referenced, this includes "GAFTEMP PERMALITE®" or any other UL Classified perlite insulation.;' Crushed stone or slag are suitable alternates for gravel in any of the Class A, B or C systems listed. Structural cement fiber building units are considered suitable to be included as a deck in the following Class A, B or C systems. listed over C -15/32 or NC. . The use of gypsum board under any of the following Class A, B or C systems' does not adversely effect the rating. The use cif 1/2 in. min gypsum board is an acceptable alternate for insulation over C -15/32 decks. The use of polystyrene- insulation board between min 3/4 in. perlite board and deck with rosin paper (perlite /rosin paper /polystyrene /perlite) is a suitable alternate for isocyanurate board in the following Class' A, B or C systems. "BMCA EnergyGuard RA ", "BMCA Tapered EnergyGuard RA" and "BMCA EnergyGuard RA" may be substituted for any Atlas polyisocyanu rate insula- tion in any of the following Classifications. Trumbull "Perms Mop" may be utilized with any of the following "Asphalt Felt Systems with Bert Roofing Asphalt ". • GAFGLAS #80 Premium Base Sheet may be used in any cif the following systems. "GAFGLAS Flex Ply 6" is a suitable alternate to "GAFGLAS Ply 6". SYSTEMS DIRECTORY ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGFU)— Continued "GAFTEMP Permalite Recover Board" may be used in lieu of any perlite insulation in any of the following NC-Classifications. Unless otherwise indicated, any of the "Asphalt Felt Systems with Hot Roofing Asphalt" may be surfaced with "Fireshield MB" at 2.5 — 3.0 gal /sq. Class A,.B and•C Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. "Ruberoid Heat Weld" SBS roofing membrane may be used in lieu of "Ruberoid Mop" SBS products in any applicable Classification. Class A 1. Deck: C -15/32 Incline: 3 . Insulation (Optional): One or more Jayers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber / isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or: more layers Type 01 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ", hot mopped. Surfacing: Gravel. 2. Deck: C -15/32 Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber / isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more layers Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Cap Sheet One layer Type 03 "GAFGLAS Mineral Surfaced Cap Sheet" or "EnergyCap Mineral Surfaced Cap Sheet ". 3, Deck: NC Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, 2 in. max. Ply Sheet: Two or more layers Type 01 "GAFGLAS Ply 4" or "GAF- GLAS Ply 6 ". Cap Sheet One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet" or "EnergyCap Mineral Surfaced Cap Sheet ". 4. Deck: NC Incline: 1/2 Insulation: One or two layers "Isotherm R ", 4 in. max, hot mopped. Ply Sheet Any UL Classified gravel surfaced Class A asphalt glass fiber O5. mat system. eck: C -15/32 Incline: 1 Slip Sheet (Optional): Red rosin paper, nailed to deck. Base Sheet One layer Type G2 "GAFGLAS #75 Base Sheet" (may be nailed). Ply Sheet One or more layers Type G1 "GAFGLAS Ply 4" or GAFGLAS Cap Sheet One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet" or " EnergyCap Mineral Surfaced Cap Sheet ". 6. Deck: NC Incline: 3 Base Sheet One layer Type G2 "GAFGLAS #75 Base Sheet ". Ply Sheet One or more layers Type G1 "GAFGLAS Ply 4" or "GAF- GLAS Ply 6 ". Cap Sheet One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet" or "EnergyCap Mineral Surfaced Cap Sheet ". 7. Deck: C -15/32 Incline: 2 Insulation: One or more layers perlite, glass fiber, isocyanurate, ure- thane, perlite / isocyanurate composite, perlite /urethane composite, phe- nolic, 1.0 in. min (offset from plywood joints 6 in.). Base Sheet: One or more layers Type 01, G2 or G3. Membrane: One or more layers "Ruberoid Torch" (Smooth or Granule), . "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (Smooth or Granule) ' or "Ruberoid Mop Plus" (granule). Cap Sheet: Type G3 "GAFGLAS Mineral Surfaced Cap Sheet" or "EnergyCap Mineral Surfaced Cap Sheet ", hot mopped. 8. Deck: C -15/32 Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite / isocyanurate composite, perlite/ urethane composite, wood fiber / isocyanurate composite, phenolic, any thickness. Base Sheet Two or more layers Type G2 or 03. Ply Sheet (Optional): One or mere layers Type 01. Membrane: One or more layers -Ruberoid Torch" (Smooth or Granule), "Ruberoid Torch Plus" (granule); "Ruberoid Mop" (Smooth or Granule) or "Ruberoid Mop Plus" (granule). BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation. 1361 Alps Road Wayne, NJ 07470 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375,2901 FAX (305) 375 -2908 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 the BCCO and accepted by the Building Code and Product Review Committee 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 Division (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 Division 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: GAF Conventional Built-Up Roof System for Wood Decks. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No. 03- 0501.05 and consists of pages 1 thropgh 19. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 1 of 19 ROOFING SYSTEM APPROVAL Category: Sub - Category: Deck Type: Maximum Design Pressure Roofing BUR Wood -75 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product Dimensions Leak BusterTM MatrixTM 3, 5, 55 307 Premium Asphalt Primer Test Specification lions ASTM D 41 GAF Mineral ShieldTM 60 & 100 lb. bags ASTM D 1863 Granules Leak BusterTM MatrixTM 305 Fibered Asphalt Emulsion Leak BusterTM MatrixTM 303 Premium Fibered Alum inum Roof Coating LeakBusterTM MatrixTM 322 Elastomeric Roof Coating LeakBusterTM Matrix TM Select Asphalt Emulsion Fibered 306 Leak BusterTM MatrixTM 204 Wet/Dry Roof Cement RUBEROID4' Modified Bitumen Flashing Cement LeakBusterTM MatrixTM 201 Premium SBS Flashing Cement GAFOLAS® #75 5 gallons 1, 5 gallons 55 gallons 55 gallons 1, 5 gallons 5 gallons ASTM 1227 Product Description Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral ShieldTM Granules shall be used for flashing applications only. Surface coating for smooth surfaced roofs. ASTM D 2824 Fibered aluminum coating. Elastomeric roof coating. Asphalt emulsion fibered. ASTM D-4586 Refined asphalt blended with a mineral ASTM D -3409 stabilizer and fibers. Permits adhesion to wet and dry surfaces. ASTM D 4586 Fiber reinforced, polymer modified Flashing cement 5 gallons __ ASTM D 4586 Asphalt flashing Cement 39.37" (1 meter) ASTM D 4601 Asphalt impregnated and coated glass mat wide base sheet. NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 2 of 19 Product GAFGLAS® #80 ULTIMATM Base Sheet GAFGLAS Flex PIyTM 6 GAFGLAS® Ply 4 GAFQLAS® Mineral Surfaced Cap Sheet GAFGLAS® EnergyCapTM Mineral Surfaced Cap Sheet GAFGLAS® STRATAVENT® EliminatorTM Perforated GAFGLAS Flashing GAFGLAS STRATAVENT® EliminatorTM Nailable RUBEROID® SBS Heat- We1dTM Smooth RUBEROID® SBS Heat - WeIdTM Granule RUBEROID® SBS Heat- WeIdTM 170 FR RUBEROID® SBS Heat - WeIdTM PLUS RUBEROID® SBS Heat- WeldTM PLUS FR RUBEROID® SBS Heat- WeIdTM 25 RUBEROID® Modified Base Sheet Dimensions 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 3937" (1 meter) wide 39.37" (1 meter) wide Various 39.37" (1 meter) wide 1 meter (39.37 ") wide 1 meter (39.37 ") wide 1 meter (39.37 ") wide 1 meter (39.37 ") wide 1 meter (39.37 ") wide .1 meter (39.37 ") wide • 39.37" (1 meter) wide Test Specification ASTM D460I ASTM D 2178 ASTM D 2178 ASTM D 3909 ASTM D 3909 ASTM D 4897 D 3672 ASTM D 4897 D 3672 ASTM D -6164 ASTM D -6164 ASTM D -6164 ASTM D -6164 ASTM D -6164 ASTM D -6164 ASTM D4601, Type II, UL Type G2 BUR Product • Description Asphalt impregnated and coated, fiberglass base sheet Type VI asphalt impregnated glass felt with asphalt coating. Type IV asphalt impregnated glass felt with asphalt coating. Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules with factory applied layer of TOPCOAT®EnergyCoteTM. Fiberglass base sheet impregnated and coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating with factory perforations. Asphalt coated glass fiber mat flashing sheet available in three sizes. Fiberglass base sheet impregnated and coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating. Non -Woven Polyester mat coated with polymer - modified asphalt and smooth surfaced. Non -Woven Polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with . polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with polymer - modified asphalt and smooth - surfaced. Premium glass fiber reinforced SBS modified base sheet NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 3 of 19 Deck Type 1: Deck Description: Wood, Non - insulated 19/32" or greater plywood or wood plank decks System Type E: Base sheet mechanically fastened. All General and System Limitations shall apply. Fire Barrier: FireOutTM Fire Barrier Coating, VersaShield ®Non- Asphaltic Fiberglass -Based (optional) Underlayment or SecurockTM. Base sheet: GAFGLAS® #80 ULTIMATM Base Sheet, STRATAVENTO EliminatorTM Nailable, RUBEROID® Modified Base Sheet, RUBEROID® 20, RUBEROID® Heat- We1dTM Smooth or RUBEROIDs' Heat- We1dTM 25 base sheet mechanically fastened to deck as described below; Fastening Options :. GAFGLAS® Ply 4, GAFGLAS® Flex PIyTM 6, GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLAS® Ply 4, GAFGLAS® PI TM 6, GAFGLAS® y #75 Base Sheet or any of above Base sheets attached to deck with Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill -TecTM AccuTrac Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure —4S psf, See General Limitation #7) GAFGLAS" Flex PIyTM 6, GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure 52.5 psf, See General Limitation #7) GAFGLAS® #80ULTIMATM, RUBEROID®20, RUBEROID® Mop Smooth, base sheet attached to deck with approved 1'4" annular ring shank nails and inverted 3" steel plate at a fastener spacing of 9" o.c. at the 4" lap and in two rows staggered with a fastener spacing of 9" o.c. in the center of the membrane. (Maximum Design Pressure --60 psf, See General Limitation #7) GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill-Teem steel plate or Drill -Teem AccuTrac Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows.are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —60 psf, See General Limitation #7) Any of above Base sheets attached to deck approved annular ring shank nails and:3" inverted Drill-Teem insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure —60 psf, See General Limitation #7) MJAMhDADE COUNTY NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 17 of 19 Ply Sheet: Cap Sheet: Surfacing: GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with Drill-Teem #12 standard, #14 or # 15 Screws and 3" Drill-Teem steel plate or Drill -Teem AccuTrac Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psf, See General Limitation #7,1 One or more plies of GAFGLAS® PLY 4, #80 ULTIMA, RUBERD'ID® MOP Smooth or RUBEROID® 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq. (Optional) One ply of GAFGLAS"' Mineral Surfaced Cap Sheet or GAFGLAS13nergyCapTM Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs./sq. (Optional, required if RUBEROID® MOP Smooth or RUBEROID® 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 400 lbs./sq. and 300 lbs. /sq. respectively in a flood coat of approved asphalt at 60 lbs. /sq. or applied in a flood coat of LeakBusterTM MatrixTM 103 Cold Process Adhesive applied at a rate of 3 gal./sq. 2. GAFGLAS® Mineral Surfaced Cap Sheet, GAFGLAS® Energy Cap Mineral Surfaced Capsheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq. 3. Leak BusterTM MatrixTM 303 Premium Fibered Aluminum Roof Coating, at 1.5 gal. /sq. 4. Leak BusterTM MatrixTM 715 , Leak BusterTM MatrixTM 322, TOPCOAT® MB +, TOPCOAT® Fireshield Elastomeric Roofing Membrane, applied at 1 to 1.5 gal /sq. 5. Leak BusterTM MatrixTM 602 MB Xtra Elastomeric Roofing Membrane, EnergyCote® roof coating applied at 1 to 1.5 gal. /sq. 6. TOPCOAT® Surface Seal, TOPCOAT® Fireshield® SB Solvent based Elastomeric Roofing Membrane applied at lto 1.5 gal. /sq 7. Advance Green Technologies Photovoltaic Laminate solar energy collector auxiliary roof equipment installed in compliance with manufacturer's specifications and applicable Building Codes. Maximum Design Pressure: See Fastening Above NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20108 Page 18 of 19 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex PIyTM 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum 'A" Dens Deck"' or 1/2" Type X gypsum board is acceptable to be installed directly over the wood deck. 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. 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 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 milers, 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 NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 19 of 19