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RF-09-964 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 e Z , Scheduled Inspection Date: June 29, 2009 Permit Type: Roof Inspector: Rodriguez, Jorge Inspection Type: Final Roof Owner: METELLUS, GERARD Work Classification: Flat Job Address: 74 NW 108 Street Miami Shores, FL 33168- Phone Number (305)756 -9140 Project: <NONE> Parcel Number 112136011015 Contractor: KAWALEK ROOFING & PAINTING, IN C Phone: 786- 277 -9540 Building Department Comments tear off existing flat gravel roof, repalce with a new built up flat roof system Inspector Comments Passed Failed Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. June 29, 2009 For Inspections please call: (305)762.4949 Page 6 of 19 Inspection Worksheet Miami Shores Village WOO 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP 116441 Permit Number: RF- 6- 09 Scheduled Inspection Date: June 25, 2009 Permit Type: Roof Inspector: Rodriguez, Jorge Inspection Type: Tin Cap Owner: METELLUS, GERARD Work Classification: Flat Job Address: 74 NW 108 Street Miami Shores, FL 33168- Phone Number (305)756 -9140 Parcel Number 1121360110150 Project: <NONE> Contractor: KAWALEK ROOFING & PAINTING, IN C Phone: 786- 277 -9540 Building Department Comments Infractio Passed Comments TIN CAP SPACEING False Inspector Comments Passed El Failed - t - z C p &-fl) � Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. - ~ Inspection Worksheet Miami Shores Village - 10050 N.E. 2nd Avenue Miami Shores, FL °s Phone: (305)795 -2204 Fax: (305)756 -8972 E NO 1 - W-IF Inspection Date: June 29, 2009 Permit Type: Roof Inspector: Rodriguez, Jorge Inspection Type: Hot Mop Owner: METELLUS, GERARD Work Classification: Flat Job Address: 74 NW 108 Street Miami Shores, FL 33168- Phone Number (305)756 -9140 Parcel Number 1121360110150 Project: <NONE> Contractor: KAWALEK ROOFING & PAINTING, IN C Phone: 786- 277 -9540 Building Department Comments tear off existing flat gravel roof, repalce with a new built up flat roof system Inspector Comments Passed Failed Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. For Inspections please call: (305)762 -4949 June 29, 2009 Page 1 of 1 f ' s Inspection Worksheet Miami Shores Village isq A 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Scheduled Inspection Date: June 29 2009 Permit Type: Roof Inspector: Rodriguez, Jorge Inspection Type: Tin Cap Owner: METELLUS, GERARD Work Classification: Flat Job Address: 74 NW 108 Street Miami Shores, FL 33168- Phone Number (305)756 -9140 Parcel Number 112136011015 Project: <NONE> Contractor: KAWALEK ROOFING & PAINTING, IN C Phone: 786- 277 -9540 Building Department Comments tear off existing flat gravel roof, repalce with a new built up Infractio Passed Comments flat roof system TIN CAP SPACEING False Inspector Comments Passed / CREATED AS REINSPECTION FOR INSPA 16441. Not Ready JR �e Failed Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. F June 29, 2009 or Inspections please call: (305)762 -4949 page 15 of 19 Miami Shores Village 10050 N.E.2nd Avenue Miami Shores FL 33138 -0000 Phone: (305)795 -2204 � �� � r � ��- *• R § F Expiration: 1 1 0 ,.. f Project Address Parcel Number Applicant 74 108 Street 1121360110150 GERARD METELLUS Miami Shores, FL 33168 Block: Lot: Owner Information Address Phone Cell GERARD METELLUS 74 NW 108 ST (305)756 -9140 MIAMI FL 33168 -4311 Contractor(s) Phone Cell Phone Valuation: $ 7, 000.00 KAWALEK ROOFING & PAINTING, IN( 786-277-9540 (305)754-0191 M. _........ Total Sq Feet: 800 . Type of Work: Re Roof For Inspections please call: Additional Info: FLAT ROOF (305)762 -4949 Classification: Residential Available Inspections: Inspection Type: Tin Cap Final Roof Roof Review Roof in Progress Renailing Affidavit Fees Due Amount Invoice # Total Amt Paid Amt Due CCF $4 RF-6-09 -35052 $ 277.10 $ 22710 Education Surcharge $1.40 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Notary Fee $5.00 RF -6-09 -35052 $ 277.10 $ 277.10 $ 0.00 Permit Fee - New Roof $250.00 Check #: 7469 Scanning Fee $9.00 Submittal Fee $50.00 Submittal Reversal Fee ($50.00) Technology Fee $7.50 Total: $277.10 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in stria conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above -named contractor to do the work stated June 18, 2009 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy. June 18, 2009 1 T y, �C�� Miami Shores Village Building Department JUN o 9 200 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY . ...............••..• Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit No. Q� . PERMIT APPLICATION Master Permit No. FBC 200 Permit Type (circle): Building Electrical Plumbing, Mechanica Roofing Owner's Name (Fee Simple Titleholder) 6'e 9- A2D (� C j C. j, L L7S Phone # 3 oS ' I ' n J S- Owner's Address 7+ /q bJ j q g t ' _Qx /"e_ e_f City qi _ h o State IF Zip 3 Tenant/Lessee Name Phone # Job Address (where the work is being done) ►9 M E u ar Y City Miami Shores Viliase County Miami -Dade Zip s, FOLIO / PARCEL # 1 1 2..1 6 ©11 0 1 S O Is Building Historically Designated YES NO Contractor's Company Name — W � 1� 904 1h ..i G Phone # 3 05 95q Contractor's Address ® - x 5 3 City VY� I State r L Zip �� 0 5 Qualifier Name k of W D� ` Phone # nn State Certificate or Registration No. Certificate of Competency No. o b V 0 0 0 Architect/Engineer's Name (if applicable) �AiJAIMi J 11A!{A� ABM M M* - 7MM4 vow Q Value of Work For this Permit $ t •1 t� O O o tR Type of Work: ❑Addition ❑Alteration New Repair/Replace ❑ Demolition Describe Work: o* eg i s` 1 1 rV e' r(7 4 i I CL C�e- W, (A Submittal Fee $ V ` Permit Fee $ CCF $ to C - Notary $ S •DO Training/Education Fee $ � Technology Fee $ I . Z Scanning $ 100 Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ CJCX, I • )0 • See Reverse side - Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that,no work or in has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS; POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will no approved and a reinspection fee will be charged Signature Si Si attire X gn Owner o Agent Contractor The for go . sttument was a knowiedged before me thiar The foregoing instrument was acknowledged before me this day of 20��', by day of 20�, by who is personally known to m e - ,or who has produced who i ersonally known to me or who has produced► As identifica enoo c�ica . i. identification and who did take an oath. NOTARY PUBLIC: l4itlbROM TAR PUBLIC: CmIM W01.00 730UM �1ps Sign: ign: Print: _ SAILAH Print: J _ C 59 LJ s � My Commission Expires: /!/ a Q�a My Commission Expires APPLICATION APPROVED BY: Plans Examiner Engineer Zoning (Revised 02/08/06) A RECORDED CO O COPY MUST BE POST ED C OMMENCEMEN T NC MEN M ST INSPECTION PERMIT C F T_ f7 TAX FOLIO NO. OR BIB 26908 Ps 0248i t1Ag t RECORDED 06/18/2009 14 :09 :16 STATE OF FLORIDA: HARVEY RUVIhlr CLERK OF COURT COUNTY OF MIAMI -DADE: MIAMI -DADE COUNTYr FLORIDA LAST PAGE THE UNDERSIGNED. hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. e5 1. L al description of property and street/address: n W 0 r�L3313g 2. Description of improvement: 3.Owner(s) name and address: v Q/ rit `J W g Interest in properly: Name and address of fee simple titleholder: 4. C ntractor's name and address: , w, L4 ff ( L331'�g 5. Surety: (Payment bond required by owner from contractor, if an �$TATE OF F LORMA, CflQ�i� Y OF DADE �� 't�OeEREB} CERTIFY thFddiisIse ae*Pyofft ,�� c � 'r Name and address tinai B ' ` led is offivv on of g Amount of bond $ JtMle A U20 --9- -- WITNESS my hand and Ohkial S.15d 6. Lender's name and address: HARVEY RUVIN, Ci_ERK, ofCircuttand Cou*COUNS 0r D.G. 7: Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owners designates the following 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 re d ignature of Ow er Print Owner's Name 6Gi2 / &-L1_ � Prepared by VkL� � Sworn to and su cribed before me this 4 day of t _ ,2009 1'. Addr . �jq q J _J' Notary Public MI fAAlJ�Y f i' L 3� �f Print Notary's Name QTARY PuB J STATE OF FLORIDA My commission expires: e, `° r..fti py� s�ppy �} 123.01 -62 PAGE 4 SJOB $$. 4 °4n.ioP F,xiaire$: 'I} G�, 2011 BONDWTfl U ATLANTIC BONDING CO., WQ ' ROOF ASSEmnlE,S AND RowroP S7RlJcwws Miami Shores Village 7 ( ,j Florida ' al Building Code Edition PROVED BY DATE High - Velocity Hurry Zone Uni a mm Permit Z� G DEPT A (General !n BLDG DEPT G`t Master Permit No. Process N SUBJECTIO CnMEL1ANCF.M ALL FEDERAL Contractor's Name � /� TATE AND COUNTY RULES AND REGULATIONS Job Address 1PV ROOF CATEGORY V LO W Slope ❑ Mechanically Fastened Tile ❑ Mortar /Adhesive Set Tile ❑ Asphaltic ❑ Metal PanellShingles ❑ Wood ShinglesMakes Shingles ❑ Prescriptive BUR -RAS 150 .... ROOF TYPE : .•. ••.• •...�• ❑ New Roof Reroofing ❑ Recovering ❑ Repair • ' • • • • : • 0 Soo •.•.•• ROOF SYSTEM • • • • INFORMATCH • s Lowy Slope Roof Area (SF) 8 00 Steep Sloped Roof Area (SF) � � � •� • • • • Sedion B (Roof Plank f • • • • ••: • Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppi overflow scupper 'tarul ® wins. :. • ..: Include dimenslons of sections and levels, clearly Idertd�r dlmens of pressure lease 'and I"bhol • • paw. clearly ... • i 1 ism FLORMA BUILDING CODE — BWLDINGi ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2004 High - Velocity Hurricane Zone Uniform Permit Application Form. Uction C (Ldyw lope ARC a I ,' Surfacin g' . Fill in specific roof assembly and Identify com pone tify manufacturer Fastener Spacing for Anchor/Base Sheet Attachment: (if a component is not used, identify as "NA") G AF �"" Field: `7 " oc @ Lap, # Ruws � @ 9 H oc System Manufacturer :_ (."�� ('�"� 1 {� Product A r 7 - � { a(q � Perimeter: " oc � Lap, #Rows .�, � � " oc Approval Na.: � � Design Wind Pressures, From RAS 128 or Calculations: Co rner � oc Lap, # Rows @ " oc - a Ptnax2- �' 1 Number of Fasteners Per Insulation Board: Pmax1 • Pmax3: w 3 1 1 " 1 Max. Design Pressure, from the s Mc Product Field Perimeter Corner Approval system: �� C Illustrate Components Noted aa8'f3e'talis as Deck: Applicable: 0000 0000. 0 Type: VVe70 C1 Woodbtocking, Gutter, Ildge'f'erminaMS, , "S;tripping, Flash Continuous cleat, CadC ! Base Ft4shift, CotTr N.' ( S� i Flashing, png, Etc.• GaugelThlckness. Coi • • • . • ... •.0 0 indicate: Mean Roof Warn! earape lleMlat, He*t of Erase Slope: a Flashing, Component WeMal, Matetlpi Micknes%! t'd ner j � � � t � fi � � , C � � . Type, Fastener SP8drx„FjrSgbrnit • • 00#00 AnchorBase Sheet & No. of P s , � ..... . . t1 •0.. 0000•. c A/ � / mac. • • •• • 0000•• VA� t"tb • • • • Insulation Base Layer: f� Base Insulation Size and Thickness: L 1 - A '7 X rip Base In I Ste ng Materlat: j, �" t Q�V trip � i.'�'�' � ! b g �a.S Parapet Top Insulation Layer: „�r�'�t.V i! Top Insulation Size and Thickness: I Top Insulation Fastener/Bonding Material: = TM5 - IXg V-3olh' , Base She"$) & No. of Ply ( Roof C! X6 pa7: woad Heigftt Base Sheet FaStener/6ondin Materi � g l Le CA O r► ®ii l{'r roll Ply Sheet(s) & No. of Ply(sk "' f'y "�{' 1 f jo. ® I 1 Ply S # sate �„� T Material: -- +O' 0k+ Top Ply c- b it on ier Top P11 F 't" �i a Material. mom" swum cm W&MG MAM SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED NE 'S NOTIFICATION FOR ROOFING CONSIDERATION 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to pro 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 o the industry for roofing system installations. Additionally, the following items should be addressed as part of thd agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item as been explained. �1. Aesthetics-Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing.that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanihip provisions Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. Renailing Wood Decks: When replacing roofing, he existing wood roof deck A 0 s )FOrtnailel ig::• accordance wo 0 ave to accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zca the FlorWa Buildjn s . e 0 0 0*0* Code. (The roof deck is usually concealed prior to removing the existing roof system) 0000 0000 0000. -3,Common Roofs: Common roofs are those which have no visible delineatiorM.Men 4 W�b�iririg u ei';e;- to nhouses, condominiums, etc.). In buildings with common roofs, the roofin"i � tractor 0 0 %. 000*00 . ,o agd/or owner. • should notify the occupants of adjacent units of roofing work to be performed. 0000 • 0000:0 0 • 0000 0 0 4 Exposed Ceilings: Exposed, open beam ceilings are where the underside of the Fm Jeckint.cpr4e.vie%;W Cromram The owner may wish to maintain the architectural appearance, therefore, roofing nail MAttrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. 6e l-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 the1ife expectancy and per- formance of the new roofing system. Ponding conditions may not be evident until the 'Original roofing system 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 �ro�ma build 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 scuppees in accordance with the Florida Building Code, Plumbing. Ven t Ration: Most roof structures should have some ability to vent natural airfl6w through the interior of tt �stru ctur a assembly (the building itself). The existing amount of attic ventilation should not be reduced. It may be beneficial to consider additional venting which can result in - extending the service life of the roof. Qua ar 4ge Date Contract6r's Signature Property Address Permit Number PFA EG COUNTY, FLORIDA E FLAGLER BUR DING BUILDING CODE COMP1dANCE OFFICIr (SCCO) 140 WE S�T'RBET, SUITE 1803 PRODUCT CONTROL DIVISION MIA FLORIDA 33130-M (305) 375- 1 FAX (305) 375 -2900 NOTICE OF ACCEPTANCE OA GAF Material Corporation, 1361 Alps Road Wayne, NJ 07470 SCOPE: This NOA is being issued under the applicable rules and regulations governing tht use of construction materials. The documentation submitted has been reviewed by the BCCO and aca pted by the Building Code and Product Review Committee to be used in Miami Dade County and oth er 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 Miami ' Countyl reserve the right to have this product or material tested for quality assurance p' ' , If ;s p oduct or • so* material fails to perform in the accepted manner, the manufacturer will incur tllq set tes60g 4 . ;. and the AHJ may immediately revoke, modify, or suspend the use of such or mateshal within • their jurisdiction. BORA reserves the right to revoke this acceptance, if it is �_ • • • • • bx l►+tisrp' Dace ' County Product Control Division that this product or material faits to meet ... 'rejuirefthU of tli ". applicable building code. .. . .. .. 4.04 0004.. This product is approved as dessdribed herein, and has been designed to comply 0 'tfce Florid Buildinyg, Code and the High Velocity Hurricane Zone of the Florida Building Code. 4 . . . 4 4 DESCREMON: GAF Conventional Bail- Up Roof system for Wood Thad 4 : . • • • • • • . . 4.04 LABELING: Each unit shall bear a permanent label with the a3anufacturees a or Logo, city, state and following statement: " Miami -Dade County Product Control Approved ", unlem otherwise noted herein. RE UWAL 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 performan4 a of this product, TERMINATION of this NOA will occur after the expiration date or if there has I can a revision or change in the materials, use, and/or manufachu a of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall auto natically terminate this NOA. Failure to Comply with any section of this NOA shall be cause for termi mdon 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 ortion 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 Ma lu%cturer 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 h 19. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 07- 1219.09 elm fraNan Dater II/4W3 pMal Date: 03124108 Page 1 of 19 @ 1 5 W ROOFING SYSTEM APPROVAL Caft -w. Roofing Sub- CRte,�o: BUR CBS Wood Maximum D"im Pressure -75 psf TRADE N AMrs OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test aet act Dimensions spodfication Dot d Leak BusterT" MatrixTu 3, 5, 55 gallons ASTM D 41 Asphalt concrete priv wr used to promote 307 .Premium Asphalt adhesion of asphalt ii built-up roofing. - Primer GAF Mineral Shieldru 60 & 100 lb. bags ASTM D 1563 Granules for surfac' of exponde phalt, Granules cold process cemgnt pmuls!W! �0AF • • • •; • Mineral ShicddTa files shat Ue� for ' • flashing appimu. • • • • • Y. • • • • • • pn)!3 Leak BusterTm Matrix' 5 gallons ASTM 1227 Surface coating fo; th surfed roofsst• • •': . 305 Fibered Asphalt • Emulsion • • ••• •• • •• ••••• •• • •••• •••••• Leak Buster` MatrixTA 1, 5 gallons ASTM D 2524 FiberW aluminum . & •. 303 Premium Fibere d 0 6 .... ...... Aluminum Roof Coating 00 ...... •. . . .. . • LcakBusterTa MatrixTa 55 gallons Eiastomeric =f • • 322 Elastomeric Roof Coating LeakBusterTU MatrixTm 55 gallons Asphalt emulsion ft Select Asphalt Emulsion Fibered 306 Leak BustWTU MairixTM 1, 5 gallons ASTM D-4586 Refined asphalt bl °with a mineral 204 WetlDry Roof . ASTM D stabilizer and fibers. Wn is adhesion to Cement vet and dry surfaces. RUBER010 Modified 5 gallons ASTM D 4.586 Fiber reinforced, po modified Flashing Bitumen Flashing cement Cement Le"ustarTU Matrix'TK 5 gallons ASTM D 4586 Asphalt flashing Cem, Mt 201 Premium SBS Flashing Cement GAFGLAS #75 39.37" (1 meter) ASTM D 4601 Asphalt impregnated i nd coated glass mat Wide base sheet. N OA No.: 47- 1219.09 as 4 rin 1 n Date: 11JM3 royal Date: =am ftr 2of 1p APPROVED ASSEMBLIES Deck Type 11: Wood, Insulated - Deck Description: %" or greater plywood or wood plank System Type A: Anchor sheet mechanically fastened, all layers of insulation adhered with approved asphalt. All General and System Limitations shall apply One or more layers of any of the following insulations. , Insulation Layer (Table 2) Insulation Fasteners Fastener ' (When applicable: Steel plate only =S, plastic plate only (Table 3) Density► /fe =P) EnergyGuardm, EnergyGuardTm Composite, EverGuard ISO; EnergyGuarffm RA, EnergyGuardru RA Composite ... • Minimum I" thick N /A' • • '.. WA ••.i.• EnergyGuardrm High Density Wood Fiber, EnergyGuardTm Recover Board,.W Flbdn,•' i s .... :. MinimumWthick MA •,...• . *WA :" 000 0 EnergyGuardwm Perlite • • •i•••• • e• sill• Minimum 1 /" thick N/A . •'..' '.: .... •. Fiberglas(Min. 15 1 1 6 thick) N/A ' : •; A ....e. NOW All insulation shall be adhered to the anchor sheet in foil mopping of ape owed her asphalt o • • • • within the EVT range and at a rate of 2040 lbs/100 fe. Please refer to Roofing Appileo ft • - Standard RAS 117 for insulation attachment. insulation -listed as base layer only shall be used only as base layers with a second layer of approved top layer insulation installs as the final membrane substrate. Composite insulation panels may be used as a top layer placed with the polyisocyanurate side facing down. GAF requires either a ply of GAFGLAe STRATAVENT Eliminator' Perforated Iaid dry or a layer of EnergyGuardm Perlite or wood fiber overlay board on all isocyanurate applications. Fire Barrier: FireOutTm Fire Barrier Coating, VersaShiaieNon- Asphaltic Fiberglass -Based (optional) Underlayment or Securock'u. Anchor sheet: GAFGLAS #80 ULTIMATK Base Sheet, STRATAVEI41 Eliminat&M Nailable, RUBEROID Modified Base Sheet, RUBEROIO 20, RUBEROID Heat Welder Smooth or RUBEROID Heat WeIdTm 25 base sheet mechanically fastened as described below; Fastening Options: GAFGLAS Ply 4, GAFGLAe Flex P1yTM 6, GAFGLAS #75 Base Sheet or any of above Anchor 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" oc. in the field. (Maxbnum De*n .Pressure -45 pf,, See General Lbakedon 07) NOA No.: 07- 1219.09 Expiration Date: 11/04/13 A Approval Datert 0312 8 of 19 Fastening Options: GAFGLAS Ply 4, GAFGLAS FIax P1yTM 6, GAFGLAe #75 Base Sheet or any of above Anchor sheets attached to deck with Drill -Ted #12 standard, #14 or # 15 Screws and 3" Drill -TecTm steel plate or Drill -Teeru AccuTrae 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. (Maxim =Design Pressure - 45p4f, See General Limkton #7) - GAFGLAe Flex PlyTm 6, GAFGLAS #75 Base Sheet or any of above Anchor 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. (Mtn kwan Design Pressure 52.S psf, See General Limitation #7) CAFGLAS' #80ULTIMATM, RUBEROID 20, RUBEROIEP Mop Smooth, base sheet attached to deck with approved 1'!4" annular ring shank nails and inverted 3" steel plate at a fastener spacing of 9" o.c. at the 4" lap and in two rows staggered with a fastener spacing of 9" o.c. in the center of the membrane. (Mwdmum Design= Pressure -60 psf, See General Lbnita &n #7) GAFGLAS' #75 Base Sheet or any of above Anchor sheets attached tAW& with Drill -Tec'm #12 standard, #14 or # 15 Screws and 3" DrAXec% steel or Drill -TecTm Ac cuTrac PIates, l2" o.c. in 4 rows. One rowisi4the 2'" lip. ....L The other rows are equally spaced approximately 9" o.c. iii-N &old of the sheet. �.. (Maximum Design Pressure —6U psf, See General L &nits #*V . 0000' .... ..... Any of above Anchor sheets attached to deck approved anna f ng sib Oils • •: • •' and 3" inverted Drill -TecTu insulation plates at a fastener SpaGfig of 9'"6. at the 4" lap staggered in two rows 9" - in the field. : • •: • • 0000 0000.. (Maximum Design Pressure —60 psf, See General Lhnft j 7) • 0000 . . 0000.. GAFGLAS #75 Base Sheet or any of above Anchor sheets' a#ached to with Drill -Teeru #12 standard, #14 or # 15 Screws and 3" Drill -Tedm steel plate or Drill- AccuTrac Plates, 8" o.c. in 4 rows. -One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psf, See General Limitation #7) - Base Sheet: (Optional) Install one ply of GAFGLAS #75, GAFGLAS #80 UI<,TI[KATm Base *Sheet, GAFGLAS STRATAVENI Eliminatotm Perforated, RU_ BEROID Modified Base Sheet, RUBEROMP Mop Smooth, RUBEROIDO 20 RUBEROID' Heat- Weld Smooth or RUBEROIU Heat - Weld's directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20- 401bsJsq, (see General Limitation #4). Ply Sheet: One or more plies GAFGLAS PLY 4, GAFGLAS Flex PIyTw 6 sheet, #80 Ultima, RUBEROIDP Mop Smooth or RUBEROID 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsJsq. NOA No.: 07- 1219.09 i a Expiration Date: 11/04113 . Approval Date: 03t2M Page 9 of 19 Cap sheet: ( Optional) O ne ply of GAFGLAS Mineral Surfaced Cap Sheet or GAFGLAS EnergyCapTM Mineral Surfaced Cap Sheet adhered in a fiill mopping of approved asphalt applied within the EVT range and at a rate of 20 lbsJsq. Surfacing: (Optional, required if RUBEROID MOP Smooth or RUBEROMP 20 is top membrane) Install one of the following: L Gravel or slag applied at 400 lbsJsq. and 300 lbsJsq. respectively in a flood coat of approval asphalt at 60 lbsJsq. or applied in a flood coat of Leak BusterTM Matrix 103 Cold Process Adhesive applied at a rate of 3 gal.(sq. 2. GAFGLAS Mineral Surfaced Cap Sheet, GAFGLAS' Energy Cap Mineral Surfaced Capsheet adhered in a full mopping of approval asphalt applied within the EVT range and at a rate of 20-40 lbsJsq. 3. Leak BusterTH MatrixTm 303 Premium Filmed Aluminum Roof Coating, at 1.5 galJsq. 4. Leak BusterTM Mah ixTu 715, Leak BusWTM MatrixTm 322, TOPCOAT MB +, TOPCOAT Fireshield Elastomeric Roofing Membrane, applied at 1 to 1.5 galJsq. 0000 5. Leak BusterTM MatrixTm 602 MB Xtra Elastozierie Roofin4 • • • • • • • • • Membrane, EnerVCote6 roof coating applied,a j �q 1.5 ggw Y 0 0 00 :. 6. TOPCOAT Surface Seal, TOPCOAT Fireslt'bi td Solveflt based Elastomerie Roofing Membrane applied•it. I 1.5 gs,s�'c�. 0000. 7. Advance Green Technologies Photovoltaic fWspte ssglq- epergy • •• : • • collector auxiliary roof equipment installed' i6' compliM86 with • • • • manufacturer's specifications and applicable 44 Codes. '. 0000 000.00 Maximum Design 0000 • Pressure: See Fast.aning above. ' 00 0 0 0 0 • • • • 0 .0 0000 NOA No.: 07- 1219.09 Expiration Date: 11AW13 Approval Date: 03/20/08 Page 10 of 19 WOOD DECK SYSTEM LnuTATIONS; 1 A slip sheet is required with PIy 4 and Flex Ply'm 6 when used as a mechanically fastened base or anchor t shit.. 2. Minimum Ve Hens DeckTM or YS Type X gypsum board is acceptable to be installed directly over the wood deck. G ENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EW range and at a rate of 20-40 lbs.lsq., or mechanically attached using the fastening pattern of the top layer I 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 strap, Mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowin&iicvlrtinuwa... area of ventilation. Encircling of the strips is not acceptable. A 6" break sAalrl. placqdvvqy 17 in •. each ribbon to allow cross ventilation. Asphalt application of either system sh&t Id Id a miff nuin ratr of • • • 12 lbslsq. Note: Spot attached systems shall be limited to a maximum dAggR ressnr of -4S psL.... 5. Fastener spacing for insulation attachment is based on a Minimum Characterisft.9gi Ce (F'j► yplile of 275.... Ib£, as tested in compliance with Testing Application Standard TAS 105. N the.iastaner value, as fiek4.:.. • tested, are below 275 lb£ insulation attachment shall not be acceptable. *0 • • • • • • • • :. 6. Fastener spacing for mechanical attachment of anchor/ban sheet or membrandOld4ment is bhsed on a •, minimum fastener resistance value in conjunction with the maximum design value listed wiffi a specffc • • system. Should the fastener resistance be less than that required, as determined jW tie BuijQofficiq,�, • • • a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, A= td'ct, 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 atoms 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 comers). (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 t: Expiration Date: 11/04113 Approval Date. 03/20!08 Page 19 of 19 r 7 '2907 ROOFING MATERIALS AND ICY %TEMS DIRECTORY .... • • 192 ROOF CLWERING MATERIALS (T'EVT) � i • p�MWERINO (AERIAL (TEVT) s Rwfing Systems (TGFU)-Con tin tied hoofing Systems (TC:FU)- Cnrrti G • MI• L'e rmaiiN Reix,ver Bo I4" % b y e used in lieu of an rlite Base Coat: "A -38 Series ", 0.75 gal / y. $� . • • • �•fi Second Base Coat: "A•38 Series ", O:. 5 gal /sq. insultltir: ,n am= of tha follol�t =irtgON J (_ soitieations. Wear Coat: "A-38 Series", 0.75 gal /5q plus walnut shells at 0.75lbs per U r t1e0 oQr,.•ise irprc'a*d,•any if Cie "�,�'phalt F=elt ' terns with Hot stl Roofing Asphalt" maybe surrtceci wifh "1141 hield MB" at 2 0 gag /sq. Surfacing: "A -38 Series", 0.75 gal /sq plus walnut shells at 0.751bs per Class A, B and C s q- Hot roo"g awp4alt, jor u glass felts or mortified bitumen 46 Deck: NC incline: 3/4 membrAws. :•** • • • • • • Foam: Sprav application of 2 -in. thick "1'olyfoam 273" (2.71b /ft. "Ruberoif� Neal lls :" Z41 rr:&ing it mbrane may be used in lieu of Surfacing: Sprav application of 28 to 34 -mils "U- 8730" (aluminum) "Rubereii 4,": ;BS�}+?"acj r0 ia: my � icabie Classification. 47 Deck: NC Incline: 1/2 Class A Insulation: Spray application of 2 -iii. thick "Polyfoam L3" (2.7lb /ft. 1. Deck. C - 15/32 Incline: 3 Insulation (Optional): One or more layers perlite, wood fiber, glass Surfacing Spray application of 28 to 34 -mils "U -8782" (ivory) fiber, isocvanurate, 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 Gl "GAFGLAS Ply 4" or "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. 1/2 in. thick (min) gypsum board or 1/4 in. thick (min) G -P Gypsum 2 eck: C -15/32 Incline: 2 DensDeck® may be used in any existing noncombustible deck Classification. Insulation (Optional): One or more layers perlite, wood fiber, glass When this is done, the resulting roofing system is acceptable for use over fiber, isocyanurate, urethane; perlite/is compostte, perlite! combustible (15/32 in. min) roof decks. T' >he joints in the gypsum board and overlaymeet board are offset 6 in. with the joints in the deck. If polystyrene is urethane composite, wood fiber /isocyanuratt composite, phenolic, any part of the roof system, it must be placed ,below the overlavment 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 GI "GAFGLAS Ply 4" or Gy sum DensDecko in hot asphalt. "GAFGLAS Ply 6 ". • • one card Ultra" is an acceptable alternate to "EnergyGuard" in any Cap Sheet: One Iayer,Type G3 • GAF • AS Minci!•3tirfaced Ciao»• applicable Classification. Sheet" or "EnergyCap Mineral Surface,& Cal} Sheet ". • • • • GAF Strata vent Eliminator Venting Bash Sheet ( Nailable)" may be mechani- 3, Deck: NC • •Deli»:: 2 • • • • *0000 tally attached or hot mopped Dyer noncombustible decks and as a recover over Insulation ( ite, W%d fiber, glass existing roof systems. yanurate, urethane, perkte%i�oc�anitrate c� perla✓i•• GAFGLAS Penile Insulation maybe utilized as a cover board over "EVER urethane composite, wood fiber /isoevanuraie compr�s,t,13h�nolic, tin. GUARD" insulation in any of the following systems. • • • • • • • • max ' 00000 Unless otherwise indicated, the roof insulation is mechanically fastened, • adhered with hot mop pin th asphalt or urethane insulation adhesive. Polysty Ply Sheet: Two or more layers Tvj'Jd' §t'' §AFGLAS i� � rene reference in any ' or "G44••• f e following Classficatons include "ENERGuard EPS GLAS Ply 6 ". • • • • • • • • 00000 Insulation ". 'Cap Sheet: One layer Type G3 o Wgj AS Mineral Surfaced Cap • • References to glass fiber insulation include "EnergyGuard Fiberglass Insu- Sheet" or "EnergyCap Mineral SurIced sheet ". • lation ". 4. Deck: NC Incline: 1/2, • • • • • • • • • • ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Insulation: One or two layers "Iscyjhertp'I>;', 4 in. nitit6lR,t moppetl- • • 0 Type G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet" or ply Sheet Any ULClassified gravelst3rfacld ClassgA as pkalt glass {•ber "GAFGLAS #80 ULT IMA" ) is a stiifablelterrtate for Type Gi asphalt glass at system. 0000 fiber ply sheet (.`GAFGLAS Pty -4" m " or "GAFGLAS Ply 6" ) in the Class A, B or Deck: ys in. 2 Incline: 1 C roof systems indicated below. The roof deck may first be covered with a Ty pe G2 asphalt glass mat base Slip Sheet (Optional): Red rosin paper, nailed to deck. sheet "GAF Stratavent Eliminator Ventin(, Base Sheet (Perforated)" or. "'GAF Base Sheet: One laver Type G2 "GAFGLAS #75 Base Sheet" (may be Stratavent Eliminator Venting Base Sheet ( Nallable)" . Perforated to be nailed). mopped and nailable to be mechanically attached granule side down. Ply Sheet: One or more lavers Type G1 "GAFGLAS Ply 4" or GAFGLAS As an option Type G2 as glass mat base sheet ( "GAFGLAS #75 Base Ply 6 ". Sheet ", "GAFGLAS #80 UL IMA" or "GAF Stratavent Eliminator Venting Base Cap Sheet: One laver Type G3 "GAFGLAS Mineral Surfaced Cap Sheet (Natlable)" may be substituted for GI asphalt glass fiber ply sheet Sly" 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 laver Type G2 "GAFGLAS #75 Base Sheet ". R Bottom ply or base sheet may be solid mapped, spot mopped or mechant- ply Sheet One or more layers Type GI "GAFGLAS Ply 4" or "GA tally fastened. GLAS PI C. Unless otherwise indicated, all insulations may be hot mopped or mechani Y call} fastened. Cap Sheet One laver 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 ". i Class A, B of C systems listed below. 7. Deck: C -15/32 Incline: 2 When "perlite' is referenced, this includes "GAF'TEMP PERMALTTEO" or Insulation: One or more layers perlite, glass fiber, isocvanurate, ure- any other U1. Classified perlite insulation. thane, perlite /isinyanurate composite, perlite /urethane composite, phi Crushed stone or slag are suitable alterratti•s for gravel in any of the Class A, nolic, 1.0 in. min (offset from plywood joints 6 in.). B or C systems listed. Base Sheet: One or more lavers Type G1, G2 or G3. Structural cement fiber building units are considered suitable to be included Membrane: Chie or more lavers "Ruberoid 16rch" (Smooth or Granule), as a deck in the following Class A, B or C, systems listed over C -35/32 or NC. "Ruberoid Torch Plus" (granule}, "Ruberoid Mop" (Smooth or Granule) The use of gypsum board under any of the following Class A, B or C systems does not adversely 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- 11/32 decks. Cap Sheet: Type G3 "C:AFGI,.AS Mineral Surfactti 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 perfite /ro::in a r/ of st gene/ erlite) is a 8. Deck: C- 15/.x'- Incline:'_ suitable alternate for isiuvanurate board in the fu lowing Class A, B or C insulation (Optional): One or more layers perlite, wood fiber, glass Systems. fiber, isocvanurate, urethane, perlite /isocvinurate conapre;ite, perlite/ "BMCA Energ;vGuard RA ", "13h1CATapered EnergyGuard RA" and "BMCA urethane composite, wood fiber /isocyanurate composite, phenolic, any EnergyGuard RA" may be substituted for any Atlas polvisocvanurate insula- thickness . lion in any of the fulti;it ing Classifications. Base Sheet: Two or moire lavers Type G_ ur G?. Trumbull "Perma Mop" may be utilized with any of the following "Asphalt Ply Sheet 10ptionalk One or more laver. Type C.I. Felt Systems with Het R Asphalt". Membrane: One or nit ire livers" Ruberoid Tardy" (Smooth or (;rsintile). GAI GLAS #80 Premiu B Sheet riaa be used in any of the following systems. "P.uberoid 1i+rch Plus" (granule), "Ruberoid Mop" ttimo++th or C >rnule) "GAFGLAS Flex Ph h" is a suitable al ternate to "GAFGLAS Ply 6 ". or "Ruberoid Mop Plus" (granule). LOOK FOR THE UL MARK ON PRODUCT