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RF-13-2023 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-198660 Permit Number: RF-9-13-2023 Scheduled Inspection Date: November 13,2013 Permit Type: Roof Inspector: Rodriguez,Jorge Inspection Type: Final Roof Owner: BACH,STEVEN Work Classification: Flat Job Address:9304 NE 5 Avenue Miami Shores, FL Phone Number (305)754-2705 Parcel Number 1132060140420 Project: <NONE> Contractor: OBENOUR ROOFING SHEET METAL&SUPPLY CO. INC Phone: 305-757-2612 Building Department Comments Infractio Passed Comments RE-ROOF FLAT INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. November 12,2013 For Inspections please call: (305)762-4949 Page 12 of 38 Miami Shores Village I � %� Buildin g Department artment 6 21-W L� 90050 N.E.2nd Avenue,Miami Shores,Florida 33138 a�\ Tel:(305)795.2204 Fax:(305)756.8972 a Y. 0000---- L INSPECTION'S PHONE NUMBER:(305)762.4949 FBC 20 LO BUILDING Permit No. _ PERMIT APPLICATION Master Permit No. Permit Type: BUILDING =ROOFING fA JOB ADDRESS: City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated:Yes NO Flood Zone: OWNER:Name(Fee Simple Titleholder): Phone#: q3nq , ° Address: Qge City: MOANU State: Zip: 331 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name. Phone#: a S Address: City: jY�44 State: Zip: 3 Qualifier Name: Phone#: , 04-- �- State Certification or Registration jr IqZ,64o i Certificate of Competen #D Contact Phone#: Email)Address: C0 Q0C.)(-- DESIGNER:Architect/Engineer: Phone : Value of Work for this Permit:$ � Square/Linear Foo�ge of Work: 16S4 Type of Work: ❑Addition ❑ � Alte tion ❑ w �epair/Replace Lil3emolition Description of Work: th Color thru tile: Submittal Fee S Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ 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 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 attach Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection whit ccurs se en (7) days after the building permit is issued. I the absence of such posted notice, the inspection will not be appr, ve inspection fee will be charged. Signature Signature Owner or Agent Contractor The fore ping'instrument was acknowledged before me this The foregoing instrument was acknowledged before me thisy day of ,2013-21 by�&,V day of ,20 i�,by who is per o known to me or who has produced who i erson ly known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: c,�o� Norp-W, of Florida NOTARY PUBLIC: ' r. ..)PP Hart "' r nissm FF 010644 p p4b' f;xtH!e.04/21/2017 Sign: � Sign: Print: Print: a tam of 1=loridp 10*" Notary P1 11111,Staten s io-lp f1df8�t Hart My Commission Ex i>ies� Sandra 'a i My Com ski irr d MyCOMM- Fr nz.r.;ne oPRS pees 04/21/2017 a w Eat rm iu A A ON AAA Ks+Iss��kK«+k'kK��ksk�k+k�k�k��ksk�kN��k�k�N�k�N� fls� HaKak+k �kNt�k�kN�d��k+ksk><SSk�isekH��kKc�kH��kKssk�kH�Ht�kHs�RNsHs�k�h�k+6N�HsN�r Is�N��h�kK�K�#t+!<�k�k�k�AN��k�k�k�kN��k+kN`�k� Ask��k�N+N�k�k�sk APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3115/09) B 9 $goll��s av Miami shores Village .. . p•••� Building Department 10050 N.E.2nd Avenue �toRtia�` 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: 3 10050 NE 2nd Ave Miami Shores, Fl 33138 Re: Owner's Name: Property Address: F Roofing Permit Number: Dear Building Official: I C certify that I am not required to retrofit the roof to wall connections of my build' because: he just valuation for the structure 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 th Florida Building Code(1994 SFBC) had Signature Print Name State of Florida County of Dade 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 day of 2sDl 3 R Notary Public State of Florida Sandra Dee Hart Notary Public, Sate of Florida at Large µO4 My°re&�;�;7°106''f • 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 5121/2009 Property Viewer Page 1 of 2 e� P � � M -DARE COUNTY OFFICE OF THE � p PROPERTY APPRAISER L a Itfiy PEDRO J.GARCIA,PROPERTY APPRAISER �� 1 Property Appraiser Home Exemptions/Other Benefits Real Estate Tangible Personal Property Public Records Online Tools About Us j Selected Property Information Back to Resorcr « Property Information Assessment information Full Legal Description l Year: 2411 2014 Assessment information land Value: X209,397 E}femjJtlQl1 Infomiation Building Value: $238,385 X38.669 Market Value: 475 5448,26E { Sales Information Assessed Value: $185,756 $162,972 Additional Information _...___ _.._ T:usable Vaiue Information Featured Online Toole Exemption/Taxable Exemption/Taxable value Value I , . Tax.Comparison County: $50,00011$135.716 $50,0001$132,972 __.. School Board: $25,000,'$160,716 $25;0001$157,972 Tax Estimator ;Cam. ,0001$135,716 $50,0001$132,972 TRIM Notice Regtana' $50,000l$135,718 S80,0001$132,972 6 Mew Takes Additional Online Tools. E i �I 'ti P s �r}I i s � s Hear, http://gisweb.miamidade.gov/PropertySearch/ 7/18/2012 yKORES �? Miami shores Village Building Department moony � 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 �i0RIDA Fax: (305) 756.8972 September 11, 2013 Permit No: RF 13-2023 Building Critique Review 1. PROVIDE EXEMPTION OF RETROFIT REQUIREMENTS. 2. CLASS A UL SHEET PROVIDED HAS SEVERAL MARK SYSTEM, PLEASE PROVIDE UP DATED CLASS A FIRE RATED SYSTEM FOR THIS PROJECT 3. COMPONENT ILLUSTRATION IS MISSING THE REQUIRED 16" WIDE METAL AT THE INTERSECTION OF THE FLAT ROOF WITH THE SLOPE ROOF. 4. PROVIDE DIMENSIONS OF THE ROOF SECTION UNDER SECTION B OD THE ROOF PERMIT PACKAGE. Ismael Naranjo Building Official Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re-submittal drawings. 'ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Miami Shores Village APPRO�j D �I DY W DATE ZONING DEPT Florida B `ilingditm 2010 High Velocity Hurricane Zone Uniform Permit Ap ®� Section A neral Informa i EcT jo crh,1P1 1,66 wrri ALL FEDERAL Master Permit No. /-\177770 ULATIOK;S 4. Contractor's Name Job Address �-3�7 /� /y✓✓� • ROOF CATEGORY Low Slope ❑ Mechanically Fastened Tile ❑ Mortar/Adhesive Set Tile ❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes ❑ Prescriptive BUR-RAS 150 ROOF TYPE ❑ New Roof 1 Reroofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area(SF) Steep Sloped Roof Area(SF) Total(SF) 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 zonesp"cafloln of parapets. o f i 15.34 2010 FLORIDA BUILDING CODE—BUILDING ROOF ASSEMBLIES AND RDOPTOP 3 MIGTIMES Florida Building Code Edition 2010 High-Velocity Hurricane Zone Uniform Permit Application Form. Section C(Low Slope Application) surfacing: Fill in specific roof assembly components f � s S `d -ad - /�'"�iE'-- and identify manufacturer Fa tefier Sp cing4or A chor/Base Sheet Attachment: (If a component is not used,identify as"NA") Field: "oc @ Lap,#Rows oc System Manufacturer: Perimeter: oc @ Lap,#Rows SS @ L "in Product Approval No.: �� Corner: "oc @ Lap,#Rows X—@ "oc E Design Wind Pressures,From RAS 128 or Calculations: Number of Fasteners Per Insulation Board: P1: . S P2. J. -2 P3• Field Perimeter Corner Max.Design Pressure,from theecific Product Approval system: �, Illustrate Components Noted and Details as Deck: Applicable: Type: v4.1 to ad Woodblocking,Gutter, Edge Termination,Stripping, Flashing,Continuous Cleat,Cant Strip,Base Flashing, Gaugelfhickness /i�c Counter-Flashing,Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Slope: 54 /a f Base Flashing,Component Material,Material Thickness, Fastener-Type, Fastener Spacing or Submit Manufactur- Anchor/Base Sheet&No.of Ply(s):_A4 ers Details that Comply with RAS 111 and Chapter 16 Anchor/Base Sheet Fastener/Bonding Material: ` - � Insulation Base Layer: -d�-�.. � i . Base Insulation Size and Thickness: s FT Base Insulation Fastener/Bonding Material: Parapet { Height Top Insulation Layer: I,A- �i F� l7� �� o Top Insulation Size and Thickness: � �� Top Insulation Fastener/Bonding Material: Mean _J Roof Base Sheet(s)&No.of Piy(s): 4,-A-'Cc 4!5 � �-��f �� 4 r & v- � Height x ! Basq Sheet F tens Bondin Mat lal: Ply Sheet(s)-&No.of Ply(s): ` • �'r oa- , 1 Ply Sheet er/Bon g Mater' I: Top Ply:6A XIMZZM,0 To PI F ste r and g M terial: 15.35 2010 FLORIDA BUILDING CODE—BUILDING N11A M I-DA MIAMI-DADE COUNTY,FLORIDA METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE(BCCO) 140 WEST FLAGLER STREET,SUITE 1603 -PRODUCT CONTROL DIVISION MIAMI,FLORIDA 33130-1563 (305)375-2901 FAX(305)375-2908 NOTICE OF ACCEPTANCE (NOA) 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 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 desdribed 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 thro gh 19. The submitted documentation was reviewed by Jorge L.Acebo. NOA No.: 07-1219.09 Expiration Date: 11/04/13 M:aMI-Daae COUNTY Approval Date: 03/70/08 Page i of 19 Deck Type 1: Wood,Non-insulated Deck Description: 19/32f f 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,VersaShiel(fNon-Asphaltic Fiberglass-Based (optional) Underlayment or SecurockTM. Base sheet: GAFGLASP#80 ULTIMATM Base Sheet,STRATA.VENTS Eliminatofrm Nailable,RUBEROID®Modified Base Sheet,RUBEROID®20,RUBEROID® Heat-We1dTM Smooth or RUBEROID's Heat-WeldTM 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) GAFGLAS0 Ply 4,GAFGLAe-Flex PIyTM 6,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-TecTM steel plate or Drill-To0d 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^45 psf,See General Limitation#7) GAFGLAS`e 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®#80ULT1MATM,RUBEROID`s20,RUBEROID`sMop Smooth, base sheet attached to deck with approved I Ve 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) GAFGLAe#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-ToOm 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-TecTm 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) NOA No.: 07-1219.09 wn+h�ao oulwnr Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 17 of 19 GAFGLASO#75 Base Sheet or any of above Base sheets attached to deck with Drill-TecTM#12 standard,#14 or# 15 Screws and 3"Drill-Tedm steel plate or Drill-TecTM 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—7S psf,See General Limitation#7} Ply Sheet: One or more plies of GAFGLAS*PLY 4, #80 ULTIMA,RU13EROIDO MOP Smooth or RUBEROII)P 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-401bs./sq. Cap Sheet: (Optional) One ply of GAFGLAS®Mineral Surfaced Cap Sheet or GAFGLAS Ener C Mineral Surfaced Ca Sheet adhered in a full g3' � P mopping of approved as p halt applied within the EVT range and at a rate of 20-40 lbsJsq. III Surfacing: (Optional, required if RUBEROIDO MOP Smooth or RUBEROIDS' 20 is top membrane)Install one of the following: 1. Gravel or slag applied at 400 lbs./sq.and 300 IbsJsq.respectively in a flood coat of approved asphalt at 60 lbs./sq.or applied in a flood coat of Leak BusterTM MatrixTM 103 Cold Process Adhesive applied at a rate of 3 galJsq. 2. GAFGLAS'p 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. Leah BusterTM MatrixTM 303 Premium Fibered Aluminum Roof Coating,.at 1.5 gal./sq. 4. Leak Bustaim MatrixTM 715,Leak BusterTM MatrWm 322, TOPCOATS'MB+,TOPCOAT®Fireshield Elastomeric Roofing Membrane,applied at 1 to 1.5 galJsq. 5. Leak Buster:rm Matrhem 602 MB Xttra.Elastomeric Roofing Membrane,EnergyCoteV roof coating applied at 1 to 1.5 gal./sq. 6. TOPCOAT'Surface Seal,TOPCOATS'Fireshiele SB Solvent based Elastomeric Roofing Membrane applied at Ito 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 MIAMuNrtr 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 Plf m 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum W" Dens DeckTM or Y2" Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: I. Fire classification is not part of this acceptance,refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-401bs./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 121bs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of-45 psi. 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 2751b£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 Testin g Application lication Standards TAS 105 and calculations in coin liance with p 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 ed 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 wil 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 MIAN,uu► Ecou rr7 Approval Date: 03/20/08 r Page 19 of 19 2007 ROOFING MATERIALS AND SYSTEMS`DIRECTORY tier' 192 ROOF COVERING MATERIALS(TEV'T) ROOF COVERING MATERIALS(TEVT) Roofing Systems (TGFU)—Continued Roofing Systems (TGFU)-Continued ly x Base Coat: "A-38 Series",0.75 gal/sq. "GAFTEMP Permalte Recover:Board' may be used in lieu of any peg Second Base Coat: "A-38 Series",0.75 gal/sq. insulation in any of the following NC Classifications.': I. Wear Coati "•A-38 Series",0.75 gal/sq plus walnut shells at 0.751bs per Unless otherwise indicated, any of the "Asphalt Felt Systems with n; sq. Roofing Asphalt"may be surfaced,with"Fireshield MB"at 2,5=30 . t Surfacing: "A-38 Series",0.75 gal/sq plus walnut shells at 0.751bs per Class A,B and-C lit F sq. Hot roofing asphalt,for use with organic and glass felts or modified bi 46 Deck:NC Incline:3/4 membranes. Foam: Spray application of 2-in.thick"Polyfoam 273"(2.7 lb/tt.3) "Ruberoid Heat.Weld" SBS roofing membrane may be used m,1� r I. Surfacing: Spray application of 28 to 34-mils"U-8730"(aluminum) "Ruberoid Mop"SBS products in any applicable.Classification. 47 Deck:NC Incline:1/2 Class A n} Insulation: Spray application oof,2-in.thick'Polyfoam 273"(2.7 Ib/ft.3 1. Deck:C-15/32 Incline:3 l" Insulation (Optional): One or more layers perlite,wood fiber; i? r Surfacing: Spray application.of 28 to 34-mils"U-8782"(ivory) fiber, isocyanurate, urethane, perlite/isocyanurate composite,per,p € urethane composite,wood fiber/isocyanurate composite,phenoltcl GAF M,PTALS" ORP R1306 thickness. r, I 136J ALPS RD,WAYNE NJ 07470 Ply Sheet: Three or more layers Type Gl "GAFGLAS Ply 4 Ruberoid 20" or"Ruberoid Modified Base Sheet"may be utilized as an "GAFGLAS Ply 6",hot mopped. alternate to Type G2 base sheets in.any of the following Classifications. Surfacing: Gravel. 1/2 in. thick (min) gypsum board or 1/4 m thick (min) G-P Gypsum 2. Deck:C-15/32 Incline:2 DensDeck®may be used in any existing noncombustible deck Classification. i When this is done, the resulting roofing system is acceptable for use over Insulation (Optional): One or more layers perlite,woad fiber I combustible(15/32'in.min)roof decks.The-joints the gypsum board and fiber, isocyanurate, urethane, perlite/isocyanurate composite perk ' ? overlayment board are offset 6 in.with the joints in the deck.If polystyrene is urethane composite,wood fiber/isocyanurate composite,phenolic,} i� part of the roof system,it must*be placed below the overlayment board. thickness. Also,multiple plies of"GAFGLAS Ply 4"or"Ply 6"may be adhered to G-P Ply Sheet:- Three or more layers Type G1 "GAFGLAS Ply,Cu. Gypsum DensDeck®in hot asphalt. "GAFGLAS Ply 6". EnergyGuard Ultra" is an acceptable alternate to "EnergyGuard"in any Cap Sheet: One layer Type G3 GAFGLAS Mineral Surfaced applicable Classification. Sheet"or"EnergyCap Mineral Surfaced Cap Sheet". "GAF Stratavent Eliminator Venting Base Sheet(Nailable)"may be mechani- 3, Deck:NC Incline:2 rally attached or hot mopped over noncombustible decks and as a recover over Insulation (Optional): One or more layers perlite, wood fiber, t,t existin roof systems. fiber, isoc anurate, urethane, perlite/isocyanurate composite, li GAF LAS Perlite Insulation may be utilized as a cover board over"EVER- ?j GUARD"insulation in any of the following systems. urethane omposite,woo(1 fibe /isocyanurate composite,phenolic,2 Unless_otherwise indicated, the roof insulation is mechanically fastened, max adhered with hot mop in asphalt or urethane insulation adhesive.Polysty Ply Sheet. .Two or more layers Type G1 "GAFGLAS Ply 4"or"GAT rene reference in any f the following Classficatons include"ENERGuard EPS GLAS Ply 6". ' it, Insulation'. Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced C References to glass fiber insulation include"EnergyGuard Fiberglass Insu- Sheet"or"EnergyCap Mineral Surfaced Cap Sheet". lation". 4. Deck:NC Incline:1/2 " ASPHALT FELT SYSTEMS WTTH HOT ROOFING ASPHALT Insulation: One or two layers"Isotherm R",4 in.max,hot mopped ! L} Type G2.as#9 ggla�ss mat base sheet ("GAFGLA5 #75 Base Sheet" or Ply Sheet Any UL Classified gravel surfaced Class A asphalt glass fiber j "GAFGLAS#80 ULTIMA"),is a suitable alternate for Type G1 asphalt glass mats stem. fiber ply sheet("GAFGLAS Ply 4"or"GAFGLAS Ply 6")in the Class A,B or y 5. Deck:C-15/32 Incline:1 C roof systems indicated below. The roof deck may first be`covered with a Type G2 asphalt glass mat base Slip Sheet(Optional): Red rosin paper,nailed to deck. + sheet"GAF Stratavent Eliminator Venting Base Sheet(Perforated)"or"GAF Base Sheet: One layer Type G2"GAFGLAS#75 Base Sheet•'(may be Stratavenf •Eliminator Venting Base Sheet (Nailable).". . Perforated to be nailed). F ijl mopped and nailable to be mechanically attached granule side down. Ply Sheet: One or more layers Type GI"GAFGLAS Ply 4"or GAFGLAS is As an,,option Type G2 asphalt glass mat base sheet("GA GLAS#75 Base Ply 6". Sheet","GAFGLAS#80 UL or"GAF Stratavent Eliminator Venting Base Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet (Nailablg)",may be substituted for G1 asphalt glass fiber ply sheet Sheet"or"EnergyCap Mineral Surfaced Cap Sheet". ( GAFGLAS Ply 4" or -GAFGLAS Ply 6" ) as the nailed base ply:in the 6 Deck:NC Incline:3 following systems. Base Sheet: One layer Type G2"GAFGLAS#75 Base Sheet". Bottom ply or base sheet may be solid mopped,spot mopped or mechani- Ply Sheet: One or more layers Type G1 "GAFGLAS Ply 4"or"GAF- rally fastened. GLAS Ply 6". Unl&s& e wise indicated,all insulations may be hot mopped or mechani- y rallyy fastened, Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced Cap "GAFGLAS Flashing"or"Ruberoid"may be used for flashing in any of the Sheet"or"Energ;yC4p Mineral Surfaced Cap Sheet". Class A,B or C systems fisted below. 17. Deck:C-15/32 Incline-2. When"perlite"is referenced,this includes"GAFT'EMI'PERMALTTE®"or Insulation: One or more layers perlite,glass fiber,isocyanurate,ure- any other UL Classified perlite insulation.. thane,perlite/isocyanurate composite,perlite/urethane composf,phe- Crushed stone or slag are suitable alternates for gravel in any of the Class A, nolc,1.0 in.min(offset from plywood joints-6 :)in . B or C systems.listed Base Sheet: One or more layers Type G1;G2 or G3 Structural cement fiber boil units are considered suitable to be included as a deck m the following Class B.or C systems.listed over C-15/32 or NC. Membrane: One or more layers"Ruberoid Torch"(Smooth or Granule); T The use of um board under on of the following Class A,B or C systems "Ruberoid Torch Plus"(granule),"Ruberoid Mop"(Smooth or Gfatiule) does not adve'ly;effect the rating.The use of 1/2 in.min gypsum board is an or"Ruberoid Mop Plus"(granule). acceptable alternate for insulation over C-15/32 decks. Cap Sheet: Type G3 "GAFGLAS Mineral Surfaced Cap Sheet" or-' • The use,of,,polystyrene insulation board between min 3/4 in.perlite board "EnergyCap Mineral Surfaced Cap Sheet",hot mopped.' and deck with rosin paper (perlite/rosin paper/polystyrene/perlite) is a 8. Deck;C-15/32. Incline:2 suitable alternate for isocyanurate board in the following Class A, B or C Insulation (Optional): One or more layers perlite,wood finer. systems. fiber, isocyanurate, urethane, perlite/isocyanurate composite perh "' 'BMCA EnergyGuard RA",'BMCA Tapered EnergyGuard RA"and"BMCA urethane composite,wood fiber/isocyanurate composite,phenolic,,ti Ener�yGuard RA'may be substituted for any Atlas polyisocyanurate insula- thickness. ` Ni tion in any of the following Classifications. } Base Sheet: Two or more layers.Type G2 or G3. ii Trumbull"Perms Mopp"may be utilized with any of the following `Asphalt 3" r Felt Systems with Hot hoofing Asphalt". Ply Sheet(Optional): One or more layers Type G1. d GAFGLAS#80 Premium Base Sheet may be used in any of the following Membrane:..One o- more layers"Ruberoid Torch"(smooth or Gratiul 1. t systems. "Ruberoid Torch PIu$ (granule),'Ruberoid Mop"(Smooth or Grant "GAFGLAS Flex Ply 6"i5 a suitable alternate to"GAFGLAS Ply 6": or"Ruberoid Mop I?lus (granule). i 'TH.E UL LOOK FOR ,MARWONf PRODII:GT qA ` SECTION 1524 HIGH VELOCITY HURRICANE ZONES—REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section. The provisions of Chapter 15 of the Florida Building Code,Building govern the minimum requirements and standards of the indus for roofing system installations. Additionally,the following items should be addressed as part of the agr ent between the owner and the contractor. The owner's initial in the designated space indicates that the it as been explained. 1.Aesthetics- hip: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zo are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Ae thetic issues such as color or architectural appearance, that are not part of a zoning code,should be addressed 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 Chapter 16v(Fligh Velocity Hurricane Zones)of the Florida B g Code. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common roofs: Common roofs are those which have no visible delineation between neighboring units(i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or ow1ur should notify the occupants of adjacent units of roofing work to be performed. 4.Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be vie ed from below. The owner may wish to maintain the architectural appearance; therefore,roofing nail penetrations of the underside of the decking may not be acceptable. The owner provides the option of ma' fining this appearance. 5.Ponding water: The current roof system and/or deck of the building may not drain well and may cause water to pond(accumulate) in low-lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original ' 9B6.ystem is removed. Ponding conditions should be corrected. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a N 1d up of water. Perimeter/edge walls or other roof extensions may block this discharge if ' overflow scuppers(wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance wi a requirements of Chapter 15 and 16 herein and the Florida Building Code, Plumbing. 7.Ventilation: Most roof structures should have some ability to vent natural airflow through the inten r of the structural assembly (the building itself). The existing amount of attic ventilation"shall not be reduced. Exception: Attid-spaces, desi a Florida-licensed engineer or registered architect to eliminate the attic venting,venting shall not be re ye . Owner's/Agent's Signature: Date: Contractor's Signature: Permit Number: J Property Address: At � ,