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RF-13-1464 r Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-194431 Permit Number: RF-6-13-1464 Scheduled Inspection Date: August 20,2013 Permit Type: Roof Inspector: Rodriguez,Jorge Inspection Type: Final Roof Owner: REVILLA, ERNESTO Work Classification: Flat Job Address:86 NW 105 Street Miami Shores, FL 33150- Phone Number 3051754-4157 Parcel Number 1121360131220 Project: <NONE> Contractor: OBENOUR ROOFING SHEET METAL&SUPPLY CO. INC Phone: 305-757-2612 Building Department Comments RE-ROOF FLAT ROOF Infractio Passed comments INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. August 19,2013 For Inspections please call: (305)762-4949 Page 10 of 32 R93 Miami shores Village 0. Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 fi R Tel: (305) 795.2204 Fax: (305) 756.8972 RE: Permit# (�`d DATE: INSPECTION AFFIDAVIT 1 r flyna licensed as a(n)Contractor/Engineer/Architect, (Print name and drde License Type) FS 468 Building Inspector License#: E� D q c `r" On or about 3 1.0' 00 , I did personally inspect the of deck palling and (Date&time) Secondary water barrier work at (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual(Ba d on 553.844 F.S) ignature State of Florida County of Dade: The undersigned,being the first duly swom,deposes and says that he/she is the contractor for the above property mentioned. Sworn to and subscribed before me this 1 day of 2,015 Notary Public,Sate of Florida at Lar Notary Public State �'�� y� �@ My Commissw FF 010844 �kp wdK Expires 04,2112017 0%A'General,Building,Residential,or Roofing Contractors or any individual certified under 468 F.S.to make such an inspection.Include photographs of each plane of the roof with permit#and address#dearly shown marked on the deck for each inspection Revised on 5/21/2009 !1 11111!! � 11i � �11� f1l1 1 1 NOTICE OF COMMENCEMENT O �Fll '>013RO618368 A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION Olti 81v 21x755' 8s 34228 {X2: RECOfiOEIJ� 03ICi6/2►713 �.2�49>°36 HARVEY CUVINt CLERK OF COURT PERMIT NO. TAX FOLIO NO,[�®ZI �' -� I /.slb� LAST�PAGEE COUNTY? �LOI"RFLORIDA 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. 1. Legal description of properly and street/address: 1 2. Description of imprc ment: 3. Owner(s)name and address:J Interest in property: Name and address of fee simple titleholder. 4. Contractor's name and address: 5. Surety:(Payment bond-required by owner from contractor,if any) Name and Address: 6. Lender's nt name and address: SfA FLORIDA,COUP'OF DADE `��aC couNrr� gy CERTIFY that this is a copy of the J �G , ffted in this office o 7. Persons within the state of Florida designated b oar o ocume s provided by Section 713.13(1)(a)7., Florida Statutr s and an fhciai ea• 9� M voo w�+ ,of Cncoit and County Courts Name and Address: D.C. ay, 8. In addition to himself,Owners designates the fol)oWWg person(s)to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and Address: 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) r Signature O Print Owner's Name efl)6,* 4V(I �,t _ Prepared by LUC Sworn to and subscribed before me this day of 20 Address: Notary Public. Print Notary' ame ��""' of Flo My commission exp q4 L1, of Florida .4� .,y.,i,. -"a17 • • SBndfa Doe Hart My CoMMMIon FF 010844 orw Facpi►�04i21/Z017 . Miami Shores Village 7 `lo�t3 Building Department JUN 2 8 2P13 90050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795.2204 Fag:(305)756.8972 - -- -- - INSPECTION'S PHONE NUMBER:(305)762.4949 FBC 20 l� BUILDING Permit No. PERMIT APPLICATION Master Permit No. I.3— � 4 QLl Permit Type: BUILDING fROFING-44 ,, ..11 JOB ADDRESS: �� NW l City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: o 3 4, 01 2- 2 -0 Is the Building Historically Designated:Yes NO Flood Zone: �c e OWNER:Name(Fee Simple Titleholder): �W ! ttr, Phone#: Address: Y,/- A "—� City l a-m, 1 re State:T� Zi p: Tenant/UIssee Name: Phone#: m� Email: CONTRACTOR:Company Name: Phone#: :j :z Address: City: State: Qualifier Name: �'/1� co c9 Phone#: State Certification or Registration#y� �� Certificate of Competency#: ��2� Contact Phone#: 3 of f )t' / Email Address: DESIGNER:ArchitectlEngin r: Phone#: Value of Work for this Permit:$ ®r ev Squarellinear Footage of Work: %j G Type of Work: ❑Addition ❑Alteration ❑New epair/Replace ❑De lition Description of Work: a m / -'w Color thru Cite: Submittal Fee$ ' Permit Fee$ �J CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ TOTAL FEE NOW DUE$ j r 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 roust 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. c Signature L2ie�— Signature `-� P� -&A-1 - 4d Owner or Agent Contractor The foregoing instrument was ackn wledged before me thi;�e T oregoing instrument was acknowledged before me this. day of a&L--,,2013,by J 0 440 Cf V l/ta day of ,2011,by 1-1 (f{�— who is personally known to me or who has produced who is perso 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: NOTARY PUBLIC: --- Sign Sign:�t��,�,69//� Print' °OO. Nn�ary Pubft State of Florida Print: S%ndra Dee Hari am VP& Notary Public State of Florida My Commissi My _:^rnmtaslw Ff 010044 My C E Dee Hart �., 4D,P,S 04/21/2017 My CommissW FF,010644 osa Expires 04/2112017 APPROVED BY �,''t� Plans Examiner Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) ROOF ASSEMBLIES AND ROOFTOP STRUCTURES M ami Shores Village JUN 2 8 2013 APPRO\iEO BY DATE ZONING DEPT Florida Building Code Edition Zulu High-Velocity Hurricane Zone Uniform Permit Apj 6Q@ fiWaW Section A General Informat JECT O CCNIPLVINCE WI f1ri All FEDERAL Master Permit No. ��A �q-r__.,. __ ..__uLATIONS Contractor's Name 6 ,i✓/✓tJ tU Job Address ROOF CATEGORY TY ❑ Low Slope ❑ Mechanically Fastened Tile ❑ Mn v ❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ W d S gl es ❑ Prescriptive BUR-RAS 150 ROOF TYPE ❑ New Roof Reroofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area(SF) Steep Sloped Roof Area(SF) Total(SF) a Section B (Roof Plan) Sketch Roof Plan:Illustratkali 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. LI F I Y I 15.34 2010 FLORIDA BUILDING CODE—BUILDING ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2010 High-Velocity Hurricane Zone Uniform Permit Application For Section C(Low Slope Application) Surfacing: Fi Fill In specific roof assembly components and identify manufacturer Fastener Spacing for Anchor/Base Sheet Attachment: (If a component is not used,identify as"NA") Field: �� "oc @ Lap,#Rows )- @ `7 "oc System Manufacturer: 44:7 Perimeter: G "oc @ Lap,#Rows Y @ C "oc Product Approval No.: 07-- 1'215 Corner: „"oc CAP Lap,#Rows tc @ "oc Design Wind Pressures,From RAS 128 or Calculations: r Number of FasteneYr Corner er nsulatlon Board: Field met er Max.Design Pressure,from the specific Product Approval system: 2 Illustrate Components Noted and Details as Deck: Applicable: Type: [�e �'/ Woodblocking,Gutter, Edge Termination,Stripping, Flashing,Continuous Cleat,Cant Strip, Base Flashing, Gauge/Thickness: �/ Counter-Flashing,Coping, Etc. : Indicate: Mean Roof Height, Parapet Height, Height of Slope: Base Flashing,Component Material,Material Thickness, Fastener-Type, Fastener Spacing or Submit Manufactur- AnchorBase Sheet&No.of PIy(s): ers Details that Comply with RAS 111 and Chapter 16 Anchor/Base Sheet Fastener/Bonding Material: -A --- Insulation Base Layer: Base Insulation Size and Thickness: f c Base Insulation Fastener/Bonding Material: i - - �G ( f-e ,¢/.�ove Heiht Parapet 9 Top Insulation Layer: Top Insulation Size and Th ckness: A. .-FT-FT - -�0-- ' Top Insulation Fastener/Bonding Material: low ra �f Mean --- --- Roof Base Sheet(s)&No.of Ply(s):G �ClI� 2� �.���fir, �,��, ��, , Height— Base S eet Fa tenerBo Ping Material: l rl itle l Ply Sheet(s)&No.of Ply(s): - Ply Sheet FastenerB n in We rI �~ Top Ply: 1 f��- Top Ply nerB r din, Mate aal: IL 2010 FLORIDA BUILDING CODE-BUILDING 15.35 M 1A. M I 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 Dadc 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-Dads 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 c Nn Approval Date: 03/20/08 Page 1 of 19 Deck Type 1: Wood,Non-insulated Deck Description: 19/321'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,VersaShieleNon-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 WeldTO Smooth or RUBEROID®Heat-WeldTM 25 base sheet mechanically fastened to deck as described below; Fastening Options: . GAFGLAS®Ply 4,GAFGLAS®Flex P1yTM 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®-Flex P1yT1K 6,GAFGLAS®#75 Base Sheet or any of above Base sheets attached to deck with Drill-Ted"j #12 standard,#14 or# 15 Screws and 3"Drill-TecTM steel plate or Drill-TecTa AccuTrac Plates, ' 12"o.c. in 3 rows. One row is in the 2"side lap. The other rows are equally spaced approximately I2"o.c.in the field of the sheet. (Maximum Design Pressure—45 psf,See General Limitation#7) GAFGLAS®Flex PlyTm 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,RUBEROV 20,RUBEROID®Mop Smooth, base sheet attached to deck with approved 1'/a"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 Limitati©n#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-TecTm steel plate or Drill-To6m 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 LAW ouN Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 17 of 19 GAFGLAS®#75 Base Sheet or any of above Base sheets attached to deck with Drill-Tedm#12 standard,#14 or# 15 Screws and 3"Drill-TecTm 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 GAFGLAe PLY 4, #80 ULTIMA,RUBEROIDP MOP Smooth or RUBEROID9 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Cap Sheet: (Optional) One ply of GAFGLAS®Mineral Surfaced Cap Sheet or GAFGLAS®Ener"CapTm Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsJsq. Surfacing: (Optional, required if RUBEROIDo MOP Smooth or RUBEROIDP 20 is top membrane)Install one of the following: 1. Gravel or slag applied at 4001bs./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. GAFGLASO 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 galJsq. 4. Leak Busteim MatrixTM 715 ,Leak BusterTm MatrixTM 322, TOPCOAT®MB+,TOPCOAT Fireshield Elastomeric Roofing Membrane,applied at 1 to 1.5 galJsq. 5. Leak Bustefrm Matriem 602 MB Xt1U Elastomeric Roofing Membrane,EnergyCoteO roof coating applied at 1 to 1.5 galJsq. 6. TOPCOAT Surface Seal,TOPCOAT Fireshiele SB Solvent based Elastomeric Roofing Membrane applied at Ito 1.5 galJsq 7. Advance Gran 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 C uNTY Expiration Date: 11/04/13 Approval Date: 03/20108 Page 18 of 19 WOOD DECK SYSTEM LDaTATIONS: 1 A slip sheet is required with Ply 4 and Flex Plym 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum V4" Dens DeckTm or W' Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL Lxmrmnom: 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 shaIl 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 2751bf.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 speeifYeally referred within this NOA,Generallimitation#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 NOA No.: 07-1219.09 Expiratlon Date: 11/04/13 MiwMtta�► Ec ui n Approval Date: 03!20108 Page 19 of 19 1' 2007 ROOFING MATERIALS AND SYSTEMS DIRECTORY 4; ! 192 ROOF COVERING MATERIALS(TEVT) ROOF COVERING MATERIALS(TEVT) Roofing Systems(TGFU)—Continued Roofing Systems(TGFU)—Continued Base Coat: "A-38 Series",0.75 gal/sq. "GAFTEMP Permalite Recover Board"may be used fn lieu of any perlite i' Second Base Coat: "A-39 Series",0.75 gal/sq. insulation in any of the followingNC Classifications. Wear Coat: "A-38 Series",0.75 gal/sq plus walnut shells at 0.75lbs per Unless otherwise indicated, any of the "Asphalt Felt Systems with Hot sq. Roofing Asphalt"may be surfaced,with"Fireshield MB"at 2,5—3.0 gal/sq. Surfacing. "A-38 Series"0.75 gal/sq plus walnut shells at 0,751bs per Class A,B and C sq. Hot roofing asphalt,for use with organic and glass felts or modified bitumen ii 46 Deck:NC Incline:3/4 membranes. Foam: Spray application of 2-in.thick"Polyfoam 273"(2.71b/ft.3) "Ruberoid Heat Weld" SBS roofing membrane may be used in lieu of �. Surfacing. Spray application of 28 to 34-mils"U-8730"(aluminum) "Rubemid Mop"SBS products in any applicable Classification. 47 Deck:NC Incline:1/2 Class A Insulation: Spray appli¢ation.of�f 22-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, glass Surfacing. Spray application pf 28 to 34-mils"U-8782"(ivory) fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/ urethane composite,wood fiber/isocyanurate composite,phenolic,any GAPMATf tIALS"C,O.RP 81306 thickness. lI ' 136 Al i['S RD,WAYNE NJ 07470 Ply Sheet: Three or more layers Type Gl "GAFGLAS Ply 4" or "Ruberoid 20"or"Ruberoid Modified Base Sheet"ma be utilized as an "GAFGLAS Ply 6"1 hot mopped. ?, alfernate to Type G2 base sheets in any of the following Classifications. Surfacing. Gravel. 1/2 in. thick (min) gypsum board or 1J4 in thick (min} G-P Gypsum 2, Deck-C-15/32 Incline.2 DensDeck@ may be used in any existing noncombustible deck Classification. Insulation (Optional):/7 One or more layers perlite, wood fiber, lass !; When this is done, the resulting roofing system is acceptable for use over P Y g a(; I combustible(15/32"in.min)roof decks.The joints'in the gypsum board and fiber, urethane, perlite/isocyanurate composite, perlite/ overlayment board are offset 6 in.with the joints in the deck.If polystyrene is Urethane composite,wood fiber/isocyanurate composite,phenolic,any ! part of the roof system,it must be placed below the overlayment board. thickness: rfs :•' Also,multiple plies of"GAFGLAS Ply 4"or"Ply 6"may be adhered to G-P Ply Sheen" Three or more layers Type GI "GAFGLAS Ply 4" or Gypsum DensDeck®in hot asphalt. "GAFGLAS Ply 6". Bner uard Ultra" is an acce table alternate to 'EnergyGuard"in an gyG p gYG Y Cap Sheet One layer Type G3 GAFGLAS Mineral Surfaced Cap applicable Classification. Sheet"or"EnergyCap Mineral Surfaced Cap Sheet". 3. I GAF Stratavent Eliminator Venting Base Sheet(Mailable)"may be mechani- Deck:NC Incline:2 II'6 i call attached or hot mopped over noncombustible decks and as a recover over t{; Y PPS Insulation (Optional): One or more layers perlite, wood fiber, glass Vii. tin roof systems. fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/ GAF LAS Perlite Insulation may be utilized as a cover board over"EVER- -0* urethane composite,wools fiber/isocyanurate composite,phenolic,2 in. ? GUARD"insulation in any of the following systems. Unless otherwise indicated, the roof insulation is mechanically fastened, �r max. adhered with hot mo in asphalt or urethane insulation adhesive.Pol s t PI Sheet:.. wo or more layers T G1 "GAFGLAS PI 4"or"GAF- �. c Y ,F.. Y Type Y 10 rene reference in any of the following Classficatons include"ENERGuard EPS GLAS Ply 6'. = i Ca Sheet: One layer T G3 "GAFGLAS Miner Surfaced Ca �. Insulation". P Y YID � P ; j References to glass fiber insulation include"EnergyGuard Fiberglass lnsu- Sheet"or"EnergyCap Mineral Surfaced Cap Sheet". l lation". 4. Deck:NC Incline:1/2 fi l ASPHALT_FELT SYSTEMS WITH HOT ROOFING ASPHALT Insulation: One or two layers"Isotherm R",4 in.max,hot mopped. TTyy ppee G2 asphalt gg�l�..SSS.mat base sheet ("GAFGLAS #75 Base Sheet" or Ply Sheet: Any UL Classified gravel surfaced Class A asphalt glass fiber "GAFGLAS#$0 UL'fIlVIA"),is a suitable alternate for Type GI asphalt glass „ p mat system. fiber pl sheet('GAFGLAS Ply 4 or"GAFGLAS Ply 6")in the Class A,B or 5 Deck:C-15/32 Incline:1 C roof 11yStems 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 ase Sheet (Nailable)" . Perforated to be nailed). 'i mopped and nailable to be mechanically attached granule side down. Ply Sheet:.One or more layers Type Gl"GAFGLAS Ply 4"or GAFGLAS As an,o tion.-; G2 as phalt mat base sheet("GAFGLAS#75 Base Ply 6" i Sheet"," #80 UI TIMA"or"GAF Stratavent Eliminator Venting Base Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced Cap l i ! , Sheet (Nailabjq)".may be substituted for G1 asphalt &lass fiber ply sheet Sheet"or"EnergyCap Mineral Surfaced Cap Sheet". ("GAFGLAS Ply 4",& `'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 Gl "GAFGLAS Ply V or"GAF- :ally fastened. 0 GLAS Ply 6". ' Unless otherwise indicafed,all insulations may be hot mopped ormechani- Cap Sheer One layer Type G3 "GAFGLAS Mineral Surfaced Cap callp fastened. "GAFGLAS Flashing"or"Ruberoid"may be used for flashing an of the Sheet"or"EnergyG p Mineral Surfaced Cap Sheet". ' Class A,B or C systems listed below y g y '7. Deck:C-15/32 Incline:2 When"perlite"is referenced,this includes"GAFIE)Vll'PERMALTTE®"or Insulation: One or more layers perlite,glass.fiber,'isocyanurate,ure- anyy other UL Classified perlite insulation.. thane,perlite/isocyanurate composite,perlite/urethane composite,phe- Crushed stone or slag are suitable.alternates for gravel in any of the Class A, nolic,1.0 in.min(offset from plywood joints 6 fir)-. { B or C systems listed Base Sheet One or more layers Type G11.G2 or G3 Structural cement fiber buildu►gg units are considered suitable to be included Membrane: One or more layers"Ruberoid Torch"(Smooth or Gr9 ule); as a deck in the following Class A,B or C systems listed over C-15/32 or NC. nn y "Ruberoid Torch Plus"(granule),"Ruberoid Mbp"(Smooth or Gf atiule) ; + The use of gypsum board under any of the.following Class A,B or C systems or"Ruberoid Mop Plus"(granule). µf ;`. does not adversely effect the rating.The use of 1/2 in.min gypsum board is an P acceptable alternate for insulation over C-15/32 decks. Cap Sheet: Type G3 "GAFGLAS Mineral Surfaced Cap Sheet" or f The.uw,of,J olystyrene insulation board between min 3/4 in.perlite board "EnergyCap Mineral Surfaced Cap Sheet",hot mopped. f ``, and deck with rosin paper (perlite/rosin paper/ppoolystyrene/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 fiber,glass systems. fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/ BMCA Eneuazd RA","BMCA Tapered EnergyGuard RA'and"BMCA urethane composite,wood fiber/isocyanurate composite,phenolic;any EnerpGuard r11 may be substituted for any Atlas polyisocyanurate insula- thickness tion in any of the following Classifications. Base Sheet: Two or more layers Type G2 or G3. Trumbull"Perms Mop"may be utilized with any of the following""Asphalt ply Sheet(Optional) .One or more layers Type G1. Felt S stems with Hot Roofing As halt". Membrane: One or more layers"Ruberoid Torch"( month or Granule), I,b yy p GAFGLAS#80 Premium Base eet may be used in any of the following i r systems. "Ruberoid Torch Plus ,(granule),"Rubemid Mop"( month or Granule) Y'GAFGLAS Flex Ply 6"is a suitable alternate to"GAFGLAS.Ply 6": or"Ruberoid Mop.Plus"(granule). f�f LOOK FOR THE:UL•MARK OK',`P;ITQ!0UCT air � SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES—REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 11440213.1 Scope.As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required r 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.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 pro 'ding 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 a ment between the owner and the contractor. 2. Renailing wood decks:When replacing roofing,the existing wood roof deck may have to be renl&in accordance with the current provisions of Section R4403.(The roof deck is usually concealed prior to re ving the existing roof system). 3. Common roofs:Common roofs are those which have no visible delineation between neighboring un' (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. Exposed Ceiling:Exposed,open beam ceilings are where the underside of the roof decking can be ewed 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 ap nce. 5. Ponding water:The current roof system and/or deck of the building may not drain well and may 4dwater 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 Ing .' roofing 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 from a buildup of water.Perirnetededge 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. Mentilation:Most roof structures should have some ability to vent natural airflow through the int 'or 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. Owner;/Agent's Signature Date Contract ignature Date Revised on 7/9/2009 LD