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RF-12-986 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-174265 Permit Number: RF-5-12-986 Scheduled Inspection Date: April 04,2013 Permit Type: Roof Inspector: Bruhn, Norman Inspection Type: Final Roof Owner: ARENAS,JORGE&TINA Work Classification: Flat Job Address:889 NE 97 Street Miami Shores, FL 33138- Phone Number Parcel Number 1132060142650 Project: <NONE> Contractor: ENVIROTECH ROOFING&EQUIPMENT Phone: (305)207-4993 Building Department Comments FLAT ROOF OVER NEW ADDITION Inspector Comments Passed Failed Correction Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. April 03,2013 For Inspections please call: (305)762-4949 Page 4 of 26 Miami Shores Village RECEUVE Building Department MAY . 1 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 »°'*"•' °+•+�°+. Tel:(305)795.2204 Fag:(305)756.8972 INSPECTION'S PHONE NUMBER:(305)76 I DING Permit No. RF- 12- 98co PERMIT APPLICATION "MasterPermitNo. fC_- 12-60 FBC 20 Permit Type: BUILDING ROOFING OWNER:Name(Fee Simple Titleholder): C% , L Ia3 Phone#: S606-5103 Address: i City: %A144( IS S State: Zip:'Z3\-5V Tenant/Lessee Name: Phone#: Email: JOB ADDRESS: City: Miami Shores County: Miami Dade Zip: Folio/Parcel#:N\ � �°®��°��� Is the Building Historically Designated:Yes NO Flood Zone: CONTRACTOR:Company Name; ���d � � � Phone#: Address: S-0 -7- 1- City: h&&_It State: Qualifier Name: \/B>c2.�C/ 1{�((� ��2.. Phone#: State Certification or Registration#: C'3cft-�I l()tertificate of Competency#: Contact Phone#: Email Address: DESIGNER:Architect/Engineer: Phone#: Value of Work for this Permit:$ Square/Linear Footage of Work: Type of Work: VLAddition iteration ONeW6 ORepair/Replace ODemolition Description of Work: yuloc- y n4 O� Submittal Fee$�0_©O Permit Fee$ CCF$ CO/CC$ Scanning Fee$ �'40 Radon Fee$ DBPR$ Bond$ Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ TOTAL FEE NOW DUE$ `t x Bonding Company's Name(if applicable) Bonding CofnpaiVs 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 god faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose prope is subject to tachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first i pection whit occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection wil not be pro and a reinspection fee will be charged. Signature Signature /�—, Owner or Agent Contractor �* The for oing tstrument was ac owled ed befo me this The foregoing instrument wasnacknowledged before me this4.l day of 0�y day of"A 20 L2;by , who is personally known to me or who ha produced who is rsona ly cn to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY U LIC: - • NOTARY PUBLIC: • :T;Y Fut3LIC-STATE OF FLORIDA Sign: Sign: ? Asa 1. Pow f\o ET Print: .110N G ate°\ 213" Print: f `Expires: OCT.04 2012 �' AILANTIC BONDING CO.,INC. My Commission Expires: �°\aty Pm�Ex4k 2E�2o a y psi° My Commission Expires: g* c o`' de Sh�0e9\`N n APPROVED BY -fJ- Plans Examiner Zoning Structural Review Clerk (Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) A t �13 , Z11�Z 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. Additional) the following items should be addressed as art of the agreement Y 9 between the owner ant the P 9 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 pr6y(d1ng'1hat the roof system meets the wind resistance and water instruction performance standards. Aesthetics(appearance)are not a consideration with respect to workmanship provisions.Aesthetic issues such as color or architectural appearance,that are not part of a zoning code,should be addressed as part of the agreement between the owner and the contractor. 2. IRenailing 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 o er should notify the occupants of adjacent units of roofing to be perforated. 4. Exposed Ceiling:Exposed,open beam ceilings are where the underside of the roof decking can be viewed from below.The owner may wish to maintain the architectural appearance;therefore,roofing nail penetration of the underside of the decking may not be acceptable.This provides the option of maintaining the appearance. 5. Ponding water:The current roof system and/or deck of the building may not drain well and may cause water to pond(accumulate)in low-lying areas of the roof. Pounding can be an indication of structural distress and may require the review of a professional structural engineer. Pounding may shorten the life expectancy and performance of the new roofing system.Pounding conditions may not be evident until the original roofing system is removed. Pounding conditions should be corrected. 6. Overflow scuppers(wall outlets): It is required that rainwater flows off so that the roof is not overioa ed 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 a ante with the requirements of Sections R4402, R4403 and R4413. 7. Ventilation: 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 duced. t may be beneficial to consider additional venting whicrcani xt ending the service life of the f. C NINE's nature Date Contractor Signairure Date Revised on 7/9/2009 LD oil 071Mr.171n • e •�Iw • �f 1�� •1 • cem=-, • 11 "Zl� / / , f „ . . . 1 • • 1 • • 1........ 1 1r1 1 I1■E"..■C:.C.C�C■■■:E■rC■C■C C■c.■.■C.�[wv.ipp■�C C.E �C CMEN �CE'i■■o�.0 E C■E C.�GE C C�p C�cE c a E�E■aC C E�E■E ■■p C■ " C C_C ■■c C�:C�C Cc"■ an C EC !NMI � ICE ■ ■CC■C C■CC 6■i�E■■C ■ C CCC :CC ■ .■... no p C■ "■ C Cir ■ ar�C u■ ■■ ■rr■■ ■ �r ■ ���.�rC In ■■■r r ilia ■C■ ■ �C■ ■■E .OU0,11 CEC aCeO■ iC" C ":a: w w0 j, " ■: ■ 01 Mammas■ ■1:■ all oil iCC .11IiiC Ilia ■E . WIN W:E� E"C W■ a ■■ iCC ■ is■i BOB t " all ;E � ■■ � . IC.■Ci..w■pC. �►� CCp ":CCCC"CCC C�' j■C E �':�CEC■ ■ ■ . E �:C �sBECC EE° C■ C C ;E:CC C C" EC' s CC ' �'�CE' a :■': CC E u rNC C . ■E. rcE. ■r, ■ ■� R■ p,, ■i :CC■.■ ■■mi;,C .� C. 'a C ■ b ■ ■ C■ � ' Q wTaC� p I:c:C�c■r■■■:. � E E Eo; ■" ■■ .a E a c a '�'' E■ ' C=C Ii9� i e r■ ... C C■■ c C ■ p a . 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EC E .a ■ a c E Ec 8 c a� c ■ v I c E c ��. c � � � ■ � '6 EC E itC ■ ■�■ ■ r 1■i��E Cr�C � ■ 0■ �rC ■w _ 1■■ri■CC■■C� ■r k • Florida Building Code Edition 2007 HIGH Velocity Hurricane Zone Uniform Permit Application Form Section C (Low Slope Applicationl Fill In Specific Roof Assembly Components .Fastener Spacing for Anchor/Base Sheet and Identify Manufacturer Attachment not use identi as "NA' Ofa component is d 1Y System Manufacturer �„ "R: VI Field�_°oc @Lap,#Rows'2 @ �" oc NOA No. �1`°`�•��•� T Perimeter_SO—_"oc @ Lap,#Rows @-',QL2 0C Design Wind Pressures,From RAS 128 or Comer �_oc @ Lap,#Rows, .@ b °oc Calculations: Number of Fasteners Per Insulation Bowl Pmax1: �- Pmax2: -►° Pmaxx3Zy3 Field, Perimeter`s Comer._ Max.Design Pressure From the Specific NOA System "'S' •'S Illustrate Components Noted And Details As Applicable: Deck: Type. Qt GaugAiThidkness: Woodblocking,Gutter, Edge Termination,Stripping, Flashing, Continuous Cleat,Cant Strip,Base Flashing Slope: Counter-Flashing,Coping, Etc. - Indicate:Mean Roof Height,Parapet Height,Height Anchor/Base Sheet&No of Ply(s) t�S of Base Flashing,Component Material,Material thickness, Fastener Type, Fastener Spacing,or An�hor/Bas set FpstenettBo n ng to' I: Submit Manufacturer Details that Comply With RAS 111 and Chapter 16. Insulation Base Layer. Base Insulation Size and Thickness: �� �, 3�x F7 Base Insulation Fastener/Bonding Material: Top Insulation Layer. '� �`� ' Parapet Height Top insulation Size and Thickness: Top Insulation Fastener/Bonding Material: Base Sheet&No of Ply(s): � Mean Base Sheet Fastener/Bonding Material: Roof Height Ply Sheet(s)&No.of Ply(s)'' Ply She Fastener/13 ndin Material,_• Top Ply: Ply Sheet Fastener/Bonding Mate al: FLORIDA BUILDING CODE-RESIDENTIAL t � M l;A M MAD 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 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 manufacturers 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 fob 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.: 071219.09 Expiration Date: 11/04/13 MIAMI.EMU Tj Approval Date: 03/20/08 �IMMMWAI= ? Page 1 of 19 it ROOFING SYSTEM APPROVAL Category; Roofing ' Sub-Category; BUR Deck kye; Wood Maximum Design Pressure -75 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description Leak BusterTM Matrix''M 3,5,55 gallons ASTM D 41 Asphalt concrete primer used to promote 307 Premium Asphalt adhesion of asphalt in built-up roofing.. Primer GAF Mineral ShieldTM 60& 10016. bags ASTM D 1863 Granules for surfacing of exposed asphalt, Granules cold process cement or emulsion. GAF Mineral ShieldTM Granules shall be used for flashing a licati*ons only. � g pp Leak BusterTM MatrixTM 5 gallons ASTM 1227 Surface coating for smooth surfaced roofs. 305 Fibered Asphalt Emulsion Leak BusterTM MatrixTM 1, 5 gallons ASTM D 2824 Fibered aluminum coating. 303 Premium Fibered Aluminum Roof Coating LeakBustefrm MatrbOm 55 gallons Elastomeric roof coating. 322 Elastomeric Roof Coating LeakBusterTM MatrixTM 55 gallons Asphalt emulsion fibered. Select Asphalt Emulsion Fibered 306 Leak BusterTM MatrixTM 1, 5 gallons ASTM D-4586 Refined asphalt blended with a mineral 204'Wet/Dry Roof ASTM D-3409 stabilizer and fibers. Permits adhesion to Cement wet and dry surfaces. RUBEROIDO Modified 5 gallons ASTM D 4586 Fiber reinforced,polymer modified Flashing Bitumen Flashing cement Cement LeABusterTM MatrixTM 5 gallons ASTM D 4586 Asphalt flashing Cement 201 Premium SBS Flashing Cement GAFGLAS*#75 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 aw-APPROVED Approval Date: 03/20/08 Page 2 of 19 I I i Deck Type 1: Wood,Non-insulated Deck Description: 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,VersaShieleNon-Asphaltic Fiberglass-Based (optional) Underlayment or SecurockTM. Base sheet: GAFGLASID 480 ULTIMATM Base Sheet, STRATAVENTO EliminatorTM Nailable,RUBEROID®Modified Base Sheet,RUBEROID®20,RUBEROID® Heat-WeldTM Smooth or RUBEROID®Heat-WeidTM 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"•Flex PIyTM 6,GAFGLAS®#75 Base Sheet or any of above Base sheets attached to deck with Drill-TecTM #12 standard,#14 , i 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—45 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 91"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 07) GAFGLAS®#80ULT1MATM,RUBEROID"20,RUBEROIDO 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 Limitation#7) GAFGLAS`o#75 Base Sheet or any of above Base sheets attached to deck with Drill-TeOv#12 standard,#14 or# 15 Screws and 3"Drill-TecTM steel plate or Drill-TecTM 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 UAMt33 DE OuNTY 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-Team#12 standard,#14 or# 15 Screws and 3"Drill-Team steel plate or Drill-Team AccuTrae Plates,8"o.e.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} Ply Sheet: One or more plies of GAFGLAS®PLY 4, #80 ULTIMA,RUBEROID®MOP Smooth or RUBEROIDS'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®EnergyCapTM 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. Surfacing: (Optional, required if RUBEROID0 MOP Smooth or RUBEROe 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 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 20-401bs./sq. 3. Leak BusterTM MatrixTM 303 Premium Fibered Aluminum Roof Coating,.at 1.5 gal./sq. 4. Leak BusterTM MatrixTM 715 ,Leak BusterTM MatrVrm 322, TOPCOAT MB+,TOPCOAT Fireshield Elastomeric Roofing Membrane,applied at 1 to 1.5 galJsq. 5. Leak BusterTM MatrixTM 602 MB Xtra Elastomeric Roofing Membrane,EnergyCote®roof c6ating applied at 1 to 1.5 gal./sq. 6. TOPCOAT'Surface Seal,TOPCOATS'Fireshield`a SB Solvent based Elastomeric Roofing Membrane applied at Ito 1.5 galJsq 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 Mum D u�TY Approval Date.- 03/20/08 '`�'1 Page is of 19 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with PIy 4 and Flex P1ym 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum '/V Dens DeckTM or 1/Z" 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 20-40 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 121bs./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 specifically referred within this NOA,General Limitation#9 will not be applicable.) 8. All attachment and sizing of-perimeter nailers,metal profile,and/or flashing termination designs shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones(i.e.field, perimeters,and corners).Neither rational analysis,nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones(i.e.perimeters,extended corners and corners).(When this limitation is specifically referred within this NOA,General Limitation#7 will not be applicable.) 10.. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B-72 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 07-1219.09 Expiration Date: 11/04/13 MIAMI ..ECOU�ry Approval Date: 03/20/08 t t Page 19 of 19 20.(07 ROOFIN©MATERIALS AND'SYSTEMS DIRECTORY 192 ROOF COVERING MATERIALS(TEVT) ROOF COVERING MATERIALS" n Roofing Systems(TGFU)-•Continued Roofing Systems (TQM-Continued Base Coat: "A-38 Series",0.75 0/sq:• I "GAFTEMP Permalte Recover.Board"ma b used in lieu of any perlite Second Base Coat: "A 38 Series",0.75•gal/sq�r insulation in any of the following NC Classifications. Wear Coat: "A-38 Seth",0.75 gal/sq plus walnut shells at 0.751bs per Unless otherwise indicated, any of the "Asphalt Felt Systems with Hot sq. Roofing Asphalt'may be surfaced.with"Brteshield,MB"at 2.5-3.9.gal/sq. Surfacing. "A-M Series".0.75 gal/sq plus walqutshells at Qr75lbs per Class A,B•and C sq. Hot roofing asphalt,for use with organic and glass felts or modified bitumen 46 Deck:NC Incline:3/4 membranes. Foam: Spray application of Zin.thick,"Polyfoam 273"(2.7 Ib/ft.') "RubeTofcl Heat Well" 5BS roofmg membrane may be used in.lieu of Surfacing: Spray application of 28 to 34-mils"U-8730"(alumjntun) "Ruberoid Mop"SBS products in any applicable Classification. 47 fleck NC Incline;l/2 Class A Insulatiop:' SPreY aPPlication of 2-in.thick''1 olyfoam tW(2.7 lb/ft? 1. Deck C-15/32 Incline:3 Insulation•(Optional): One or more•layers perlite,wood fiber,glass { Sufacing: .Spray application of 28 to 34-mils"U-$782"(ivory) fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/ urethane composite,wood fiber/isocyanurate composite,phenolic,any GAF MATERIALS CORP R1306 thickness. 1361 ALPS RD,WAYNE NJ 07470 Ply Sheet: Three or more layers Type G1 "GAFGLAS Ply 4" or "Rubergid 20"or"Ruberoid.Modified Base Sheep' may be utilized as an "GAFGLAS Ply 6",hot mopped. aftmate'to abase sheets3n any of the followip Cl ificationrq. g � Surfacing: 'Gravel. 1/2 in thi (min) gypsum boax4 or 1/4 in. thick (inm1 GP G um 2. Deck:C-15/32 Incline 2 DensDeclt®may be'used in atiy existing noric omliustible declt'CI ` cation When this is done, the resulting tvofing system is acceptable for use over Insttlatiort (Optional): One or more layers perlite,wood fiber, glass combustible•(15/32 in:i< )'roof decks.The Joints itt the r9 tin board and fiber,isocyanttrate; urethane, p$tlitelisocyanurate composite, perlite/ overlayment board are offset 6 in.with the joints in the*dec-.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. Also,multiple piles of"GAFGLAS Ply 4"or"Ply 6"may be adhered to G-P Ply Sheet: Three or more layers Type. G1 "GAFGLAS Ply 4" or Gyyppssum DensDeck®in hot asphalt. "GAFGLAS Ply 6". "Ene��y�uard Ultra"is an acceptable alternate to"EnergyGuard°In any Cap Sheek One layer Type G3 "GAFGLAS Mineral Surfaced Cap appli:abfe'Ciassification. Sheet"or"EnergyCap Mineral Surfaced Cap Sheet". !i 'GAF Stratavent Eliminator Venting Base Sheet(Nailable)"may be mechani- 3. Deck:NC Incline:2 ti tally attached or hot mopped over noncombustible decks and as a recover over Insu(ation (Optional): One or more layers perlite,wood fiber,glass ;: e:askutg roofsys fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/ GAFGLAS Perlte Insulation may be utilized as a cover board over"EVE(2- urethane composite,wood fiber/' ' urate composite,phenolic,2 in. GUARD"insulation in any of the following systems. 1? �ocYan P� P Unless otherwise indicated, the roof insulation is mechanically fastened, max. adhered with hat coopping asphalt or urethane insulation adhesive Pol s Ply Sheeh,; Two or more layers Type GI "GAFGLAS Ply 4"or"GAF- r ne reference in any of the following Classficatons include"ENERGuardyF 5S GLAS Ply 6". Insulation". Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced Cap 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 SY5l NW WITH HOT.RO.9 A,SPHA�.T Insulation: One or two layers"Isotherm R",4 in.max,hot mopped. "Type G2 asphalt glass mat base.gheet ("GAFGW fA Base Sheet" or Ply Sheet: Any UL Classified gravel surfaced Class A Asphalt glass fiber• GAFGLAS#80 ULTIIVIA )is a suitable alternate fllr'Type.Gil as halt glass frber gly sheet("GAFGL A-6 Ply 4"d'PZAFGLAS rl1 6")�the mat system. . .#f A,$or C-95/32 Incline:l " C roof systems idfcated Kelow. ' ' Slip Sheet(Optional): Red rosin paper,nailed to deck. The roof deck may first be'eovereii with a Type G2 asphalt glass mafi base P P P Pm sheet"GAF Stratavent Eliminator VantinS Base Sheet(Perforated)"or•"GAF Base Sheet: One layer Type G2"GAFGLAS#75 Base Sheet"(may be Stratav�tt Blminatori Venting Base Sheet~(Nailable),' . Perforated to be nailed). .. i • mopped and nailable tar be mechanically attached granule side down. Ply Sheets One or more lays v?ype GI"GAFGLAS Ply`4"or GAFGLAS As an option. G2 .. halt glass mat base sheet.("GAFGLAS#75 Base Ply 61. Sheet","GAFGZ A3#$0 UL "or"GAF Stratavent Eliminator Venting Base Cap Sheet: One layer.Type G3 "GAFGLAS Mineral Surfaced Cap Sheet (Nailable) may be substituted for G1 asphlt lass fiber ply sheet Sheet"or"EnergyCap Mineral Surfaced Cap Sheet". ("GAFGLAS Ply 4" or"GAIMAS Ply 6" ) as the Walled base ply tB the 6 Deck:NC :n_ Incline:3 following systems• Base Sheeh One layer 1*G2"GAFGLAS#75 Base Sheet".:. c 9tto y'.ol r base sheet may be solid'mopped;spot)hopped or mechani- ply Sheet: One or more layers Type G1 "GAFGLAS ply�4"or"GAF- Unless otherwise indicated,all insulations may be hot niopped or mechani- GLAS Ply 6" call fastened. Cap Sheets One layer Type G3 "GAFGLAS Mineral Surfaced Cap "GAFGLAS Flashing"or"Ruberoid"may be used for flashing in any of the Sheet"or,"EnergyCap Mineral Surfaced Cap Sheet". Class A,B or C systems listed below. 7. Deck:C 715/32 Incline:? When"perlite"is referenced,this includes"GAFTEMP,PERMALITE®"or Insulations One or more layers perlite,gss fiber,isocyanurate, ure- any other UL Classified perlite insulation. • .r • thane,perlite/isocyanurate composite,perlite/urethane compositeperlite/isocyanurate stone or slag are suitable alternates for gravel in any of the Class A, nolic,.1.0 in.mlrt(offset from plywood joints 6 in.). B or C systev*listed. Base Sheet: One or more layers Type G1,G2 or G3: Struchiial cemerit fiber-building-units are consideVid sintable to be included Membrane: One or more layers"Ruberoid Torch"(Smooth or Granule), as a deck in the following C1ab A,B or C systems.listed over C-15/32 or NC. "Ruberoid Torch Plus"(�r ,ule), ,Ruberoid Mop"(Smooth or Granule) The use of gypsum board undo on of the following C)sss A,B or C systems or"Ruberoid Mop Plus'does not adversely effect therating.The use of 1/2 in:ritirt gypsum board is an P "� Ca Sheet G3 GAFGLAS Mineral Surfaced Cap Sheet" or acceptable alternate for insulation over C-15/32 decks.,•- P Type The use of polystyrene insulation beard 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 fiber,glass systems. fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/ 'BMCA EnergyGuard RA',"BMCA Tapered EnergyGuard IAA"and"BMCA urethane composite,wood fiber/isocyanurate composite,phenolic,any Ene uard RA ma' be substituted fps an Atlas of isoc anurate ins ula- P �yG Y Y. P. Y Y thickness. tion n any of the following Classifications. Base Sheet: Two or more layers Type G2 or G3. Trumbull"Derma Mop"may lie utilized with any of the following"Asphalt ply Sheet(Optional): One or more layers Type Gl. Felt System with Hot um Base Asphalt":_ Membrane: One or more layers"Ruberoid Torch"(Smooth or Granule), GAFGLAS#80 Premium Base S eel may be used in any of the following systems. "Ruberoid Torch Plus-(granule),"Ruberoid Mop"(Smooth or Granule) . •.. .. •. ,; .. , "GAFGLAS Flex Ply 6"is a suitable alternate to"GAFGLAS Ply 6",, or"Ruberoid.Mop.Plus"(gmule)- LOOK FOR THI34M-i M"K ORR i