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RF-11-283Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 160320 Permit Number: RF -2 -11 -283 Scheduled Inspection Date: July 13, 2012 Inspector: Bruhn, Norman Owner: SCHNEIDER, PHILLIP Job Address: 989 NE 95 Street Miami Shores, FL 33138- Project: <NONE> Contractor: Al POWER CONTRACTORS INC Permit Type: Roof Inspection Type: Final Roof Work Classification: Flat Phone Number Parcel Number 1132060143140 Phone: (305)848 -2363 Building Department Comments RE ROOF FLAT SMALL FLAT ROOF ON THE REAR OF THE HOUSE CONTRACTOR BROUGHT APPLICATION FOR RENEWAL BUT DIDN'T PAY FEE. 5/29/12 Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 156170. Tin cap and cap sheet inspection are required. NB July 12, 2012 For Inspections please call: (305)762 -4949 Page 1 of 19 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: BUILDING JOB ADDRESS: Cikb c ct S- it MAY 292512 BY: ... Y... ...m.o.m�m FBC 20 Permit No. t . ^ 933 Master Permit No. ROOFING City: Miami Shores County: Miami Dade Zip: S3 \ 2 Folio/Parcel #: 1 1 (3 26(<2..6 LA ,1 L c Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): l' \ u t, cn I 1\ ei.c1 , Phone #: Address: `t C69 o e nA-- `�•e 0 'n City: V ( A (l b ` e.0 State: 'F L Zip: 53k Tenant/Lessee Name: Phone #: Email: CONTRACTOR: Company Name: A l We)/ Caw, ATOSISVCS Address:" )4 S( Lk 5— CA— City: b(3. )J i State: Qualifier Name: OI.J(chlA Phone #: Zip: 53 I (7 "1 Phone#: 1Phone#: ittoCa 3Z2,(1S' State Certification or Registration #: (3, \ 32 16 *I 7 Certificate of Competency #: Contact Phone #: tfi tby z C�3 Email Address: ctojksrayMvaciotts DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: Addition Description of Work: UAlteration ❑New ❑Repair/Replace ❑Demolition Color thru tile: ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ CCF $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ CO /CC $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to 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 wi of be approved amity reinspection fee will be charged. Signatufe The fore day of Owner or Agent ctor ,r� oing instrument was acknowledged before me this `L_tk The foregoing instrum nt was acknowledged before me thi , 20 by � I�x,' �" '► \ day of , 20 it, by V nz-ig\ p ssi I�lf L who is pers own to me or who has produced as identification and who did take an oath. who is personally known to me or who has produced As identification and who did take an oath. My Commission Expires: APPROVED BY NOTARY PUBLIC- STAVE OF FLORIDA -'""' Alexandra Martin Commis.+ioa # DD915533 Expires: AUG. 10, 2013 Plans Examiner Structural Review My Commission Expires: (Revised 5 /2 /2012)(Revised 3 /12 /2012XRevised 07 /10 /07XRevised 06 /I0/2009XRevised 3/15/09) NOTARY PUBLIC -STATE OF FLORIDA ,,',.,,, ' x.an ='rq Martin L;',,.C:. ,issi. . JD915533 '•. # .UG.1t 2013 D Zoning Clerk 21 ti Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING ROOFING pcc,979mvim 1PR 2011 BY: Permit No. -ef - 2 91 2 e3 Master Permit No. (g6e)/Sie-A1) OWNER: Name (Fee Simple Titleholder)' T Vi Phone #: Address: 9 i39 11\x. 95- 51- cS 2 City: VI/1iY1/110U k,nn, DC`P!) State: Zip: "2-13 3'A Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: `i S°! K.) City: Miami Shores County: Miami Dade Zip: 3313, Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: A 1 jc OOV Qc1)11''C/ & , 6—$ Phone #: SOS Se-tS `?3 Address: cL 3 )J .045- cif' City: V c cx 4.41 State: et-- Qualifier Name: Q:v( clVek. �s,.C•� r.. State Certification or Re i.. m axij Contact Phone #• DESIGNER: Ar Value of Wor Type of W Desc Zip: �31 Lt Phone #: CC t‘3 Certificate of Competency #: 7965 Phone#: Square/Linear Footage of Work: Sz ONew 1Repair/Replace UDemolition * * * * * * * * * * *x * * * * * *m�x+ax�x��:x: *+xx�x�� * ** ****Fees **** �x�x�x******** u��x�xx��x: xx:+ x�x *�r�x�x *�x+xu:�x:�+x *:x�x�:� *** Submittal Fee $ Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ Technology Fee $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOTT.RRS, HEATERS, TANKS and AIR CONDMONERS, 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. Init a,sence c ch posted notice, the inspection will not be approved and a reins ee will be charged. Signature Signature Owner or A.,/ Contractor The foregoing instrument was ac /7 before me this The foregoing instrument was acknowledged before me thisC ' A day of PI- , 20 1( , by P dtv— , day of Pflpii \ , 20 LL , by, \ ZtlroN ;AA. Na_1. - who is personally known to me or who has produced who is personally known to me of who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY P �3 _IC: Sign: Print: I� My Commissi * * ** * * * * * * ** • N. Notary P...Nic State of Florida • °, MiChae: ^rn ^htey y'c el My :. +fnm ssu >r EE069780 NOTARY PUBLIC: © Ay . My Commission brigs PLriluc- TAT OF FLORIDA yey Alexandra Martin Comnision#DD915533 'v, F Expires: ADG.10, 20(3 ** * * * * * * * * * * * * * * * * * * ** * * * ** Vial** * * * ** APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) 1 Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Parcel Number Applicant 989 NE 95 Street Miami Shores, FL 33138- 1132060143140 Block: Lot: PHILLIP SCHNEIDER 1 Owner Information Address Phone Cell PHILLIP SCHNEIDER 989 NE 95 Street MIAMI SHORES FL 33138 Contractor(s) Phone Cell Phone Al POWER CONTRACTORS INC (305)848 -2363 (305)490 -3963 Valuation: Total Sq Feet: $ 2,500.00 500 1 Type of Work: Re Roof Additional Info: FLAT ROOF Classification: Residential Scanning: 4 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee - New Roof Scanning Fee Technology Fee Total: Amount $1.80 $3.75 $3.75 $0.60 $250.00 $12.00 $2.40 $274.30 Pay Date Pay Type Invoice # RF -2 -11 -40120 02/22/2011 Cash 03/22/2011 Cash Amt Paid Amt Due $ 50.00 $ 224.30 $ 224.30 $ 0.00 Available Inspections: Inspection Type: Tin Cap Final Roof Roof Review Roof in Progress Renailing Affidavit 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 strict 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. March 22, 2011 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Date March 22, 2011 1 2, � gip, B DINS PETIT APPLICATION FBC 20 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 pA C13 Permit No. 2)) " L S 2 Master Permit No. Permit Type: BUILDING ROOFING OWNER: Name (Fee Simple Titleholder): Ra /L- Je4 !L d72 Phone #: %s f 4(L P" Address: 9/5 ,/fig 9s.".4,7 City: m/A'a1I• Siid2e'S State: ,Gc.- Zip: Tenant/Lessee Name: .�� Phone #: Email: JOB ADDRESS: 9/9 Axi7 jPs. Sd City: Miami Shores County: Miami Dade Zip: x Folio/Parcel #: /I-- 32476 - O/4 Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: Ai Radde esnriree4GX14 At Phone #: Address: Zi(FZS i ) fir. c.0 T 4m,4104. • City: /1414011.1 ^ State: Zip: .r.,.i�i6S ■ Qualifier Name: _ J/ /o2/J/6L ✓'iii &e,�16:Z- Phone#: 1:5 : - Z 36`g State Certification or Registration #: CC . /32 P” 2.. Certificate of Competency #: Contact Phone #: . = '4 t ' 394 3' • Email Address: DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ Z 6100 Square/Linear Footage of Work: .rae, Type of Work: ❑Addition OAlteration New ARepair/Replace Demolition Description of Work: ******** *** ******************** *** * **** ees ****+s*+k******* #**** sx+k* *****s k************+ * ** aP Submittal Fee $ Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WFT,LS, 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 them of such posted notice, the inspection will not be approved and a rnspection fee will be charged. 7. Owner or Agent The foregoing instrument was acknowledged �before �ne this +vim day of '20�'byWh\.- �A1I� Pi( who is personally known to me or who has produced ®[. As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: APPROVED BY NOTARY PUBLIC.STATE OF FLORIDA Alexandra Martin r =Commission #DD915533 '•, Ex s fires: AUG. 10 2033 Signature C trap ► ctor :_ The foregoing instrument was acknowledged before me this day of , 20 l t , by 'Ii, VS VILd who is ersonally know to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission ExpireNOTARY ?U OF FLORIDA ,,.W4. Alexandra BLIC -STATE Martin =r;;, Commission #DD915533 °•.p : AUG. 10, 20fl3 i o 042. -f Plans Examiner Zoning Structural Review (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) Clerk TAX COLLECTOR 140 W. FUMBLER ST. 1st FLOOR MIAMI, FL 33130 2010 , LOCAL BUSINESS TAX;RECFIPT MIAMI -DADE COUNTY STATE OF FLo1" EXPIRES SEPT. ' 30,i 2011 MUST BE DISPLAYED AT PLACE OF BUSINESS PURSUANT TO COUNTY CODE CHAPTER R:8A - ART. 9 It 10 THIS IS NOT A BILL - DO NOT PAY 641017 -9 BUSINESS NAME / LOCATION A -1 POWER CONTRACTORS INC 943 SW 145 CT 33184 UNIN DADE COUNTY OWNER A -1 POWER CONTRACTORS INC Sec. Type of Business Thais , �,p6 A CIALTY BUILDING CONTRACTOR BUSINESS TAX RECEIPT. R DO@S NOT TTO VIOLATE EE ANY REGULATORY OR LAWS OF THE OR CITIES. NOR IT EXEMPT THE HOLDER FROM ANY OTHER INS OR LICENSE RECD RED BY LAW. THIS IS mB HOLD 210% 1100. PAYMENT RECEIVED '; ammuNrrrAX 07/28/2010 09010051001 000000.00 CFF OTHER SIDE FIRST - CLASS U.S. POSTAGE PAID MIAMI, FL PERMIT NO. 231 DUPLICATE RECEIPT NO. 667 831 -3 STATE* CCC1328992 WORKER /S 1 DO NOT FORWARD A -1 POWER CONTRACTORS INC VIURNIEL SANCHEZ 943 SW 145 CT MIAMI FL 33184 �tt �i,t tlltt tt111 ttlttlttlttl41,ttltttitllt„ hh11tt14tt2t�lt STATE OF FLORIDA DEPARTMENT OF BUSINESS PROFESSIONAL Q RB LALIU CONSTRUCTION Dt INDUSTRY F $ U $cQ L1008300167 LICENSE NI3R op 010 100062432 C.cC13289.92 e ROOFING CONTRACTOR ned below IS CERTIFIED der the provisions of Chapter piration date: AUG 31, 2012 89 FS. SANCi Z, VI1 PWTFIB A -1 POWER CONTRACTORS 1t1L 943 SW 145 CT FL :� 184 M I.AM! I CHARLIE CRIST GOVERNOR [DISPLAY AS REQUIRE BY LAW CHARLIE LIEM SECRETARY 10, 4 Florida Building Code Edition 2007 High Velocity Hurricane Zone Uniform Permit Application Form Permit No. Section A (General information) Process Pia. L Contractor's Name Job Address CeP Low Slope EI Asphaltic Shingles 5 3 lAteiKt -/6 — Twimmor 1111111B ROOF CATEGORY 2 O Mechanically Fastened Tile 0 Mortar/Adh 0 Metal Panel/Shingles 0 Wood Shin 0 Prescriptive BUR-RAS 150 ROOF TYPE Gas Ve Yes N Type: Natural 0 New Roof ' Re-Roofing 0 Recovering 0 Repair . ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total ( 37S Section B (Roof Planl 1 • • • • • • • • 40'•-•• • • GIX1;3 2 c- c- w z • • • • • • • • • • • angle .r,t1 • .• E • • • • • 2 • •• • - 10 • • • ej • t'4,114rost, Sketch Roof Plan t illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. 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Fire Directory Listing Page 2. From Notice of Acceptance: Front Page Specific System Description Specific System Limitations General Limitations Applicable Detail Drawings 3. Design Calculations per Chapter 16, or if Applicable, RAS 127 or RAS 128 4. Other Component Notice of Acceptances 5. Municipal Permit Application 6. Owners Notification for Roofing Considerations (Re- Roofing Only) 7. Any Required Roof Testing/Calculation Documentation 123_01 -48 12/09 PAGE 1 Florida Building Code Edition 2007 High Velocity Hurricane Zone Uniform Permit Application Form Section C (Low Sloped Roof System), Fill in Specific Roof Assembly Components and identify Manufacturer (If a component is not used, Identify as °NA') System Manufacturer. (AF NOA No.: 40 ° ®22.1- • ® t Design Wind Pressures, From RAS 128 or Calculations: Pmaxl: *4• L Pmax2: e2.6 Pmax3: 12f • 3 Max Design Pressure, From the Speclflc NOA System: SZ' S _ Deck 140 9CI Gauge/Thickness: i p Slope: 'q. Anchor/Base Sheet & No. of Ply(s): horBase Sheyit Fastener/Bonding Material: Ctrl + 2S Ndwt• Insulation Base Layer Base Insulation Size and Thickness: Base Insulation Fastener/Bondi 1 Top Insulation Layer. Top Insulation Size a Top insulation F M1 ; +, ing Material: Base S , > & No . Ply(s): Base S -t-F =, erBonding Material: Ply Sheet(s).& No. of Ply(s): 2. PAY 7 4 • Ply Sheet Fastener r Mg :A im t., Top Ply. 01,00016sto at 00460 P2. tld . Top Ply Fastener/ Bonding Material: Hof A- 4Pn41, i Surfacing: gem Fastener Spacing for Anchor/Base Sheet Attachment Field: 9 ' oc @ Lap, # Rows t @ ° oc Perimeter. / b ° oc @ Lap, # Rows @ �" oc Comer:. G ° oc @ Lap, # Rows • @ ' oc Number of Fasteners Per Insulation Board Field Perimeter Comer Illustrate Components Noted and... • Details as Applicable; ••• • • • • Woodbiocking, Gutter, Edge• Ten:fli atop, Stripping, Flashing, ContifieDds Cleat, Oant Strip, Base Flashing, •Cbtmteer- Flashing, Indicate: Mean Roof Heights Parapet Reigiht, Height of Base Flashing,'dgmppnent J14ete+rial, Material Thickness, FastefeP 'Type, Fastener Spacing or Submit Manupdtims Details• that Comply with RAS 111 andoChapter 16. • • • • • • • .• • • • • mow,' pp 0, r FR no 3x3 Fes' • FT. FT. •••11•• • • • • • •••.10..•• • • • • • Parapet Heloht Mean Roof Height 'L MY 123_01 -48 12/09 PAGE 3 1 PA AV f PR 1 1 2i1• Florida Building Code Edition 2007 High Velocity Hurricane Zone Uniform Permit Application Form Section C (Low Sloped Roof System) Fill in Specific Roof Assembly Components and Identify Manufacturer (If a component is not used, identify as "N System Manufacturer: NOA No.: P9 172..E Design Wind Pressures, From RAS 128 or Calculatio Pmax1: 9 �Pmax2: 0 P ax3/ Max. Design Pressure, From the Specific NOA System: '' 5� , a' Deck: re Type: —, :-== Gauge/ Thickness: Slope: Anchor /Base Sheet & No. of Ply(s): Anch9r.-:ase Sheet Faster= rBondi Fastener Spacing for Anchor/Base Sheet Attach ant Field: " oc 0 Lap, # Rows c " oc Perimet " oc ® Lap, # Row ® oc Corner • " oc 0 Lap, # Rows @ oc Number of Fasteners Per , sulation Board Co, ner Field Perimeter Illustrate Component. r •. !' and Details as Applicable: Woodbiocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, O Strip, Base Flashing, Co =r; Coping, Etc. Indicate: Mean Roof H Height of Base Flashin Material Thickness, Fas Spacing or Submit Ma Comply with RAS 111(a Insula ion Base Layer: Base Insulation Size and Thickness: Base Ins Lion Fastens.' : ndin ateriai Top insulation Lay Top Insulation Top Insu B •••••• • • • • • • • • • •••••• • • • • • Mean Roof Height //PA- heat F tenerBondi , Material: Top Ply: Top Ply Fasten Surfacing: /7224/7 „� • n1 g Mate AdA 26 47„Mo SUM Dom` SUBJECT TO COMPUANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the o.nd the contractor. The owner's initial in the adjacent box indicates that the item has been explained. . Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) aj the purpose of providing that the roofing system meets the wind resistance and water intrusion pe . ance standards. Aesthetics ( appearance) issues are not a consideration with respect to workmanship s. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should sed as part of the agreement between the owner and the contractor. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed ce with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida.Beilding e roof deck is usually concealed prior to removing the existing roof system). '•••• • • • • • •• • •• • Common Roofs: Common roofs are those which have no visible delineation. blween naig?ibang *!'townhouses, condominiums, etc.). In buildings with common roofs, the roofing ceefrastor and /or owner orm t tify the occupants of adjacent units of roofing work to be performed. •••• • • •••• • • . Exposed Ceilings: Exposed, open beam ceilings are where the underside of tge.roet decking•can be om below. The owner may wish to maintain the architectural appearance, 4kerefere, roofings'hail ns of the underside of the decking may not be acceptable. The Florida Build ade provides the intaining this appearance. • • onding Water: The current roof system and/or deck of the building may nokerain well and•may ca ��1.(`' r to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of:AfriMral distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original stem is removed. Ponding conditions should be corrected. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not ove` -•ed from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if o-rflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance 111rAg b Iorida Building Code, Plumbing. the entilatlon: Most roof structures should have some ability to vent natural airflow through the interior of al assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consi•.er additional venting which can result in extending the service lif f the roof. per's/Age ►.=. -s : nature � Date Property Address Permit Number tors- Signature oVi �� _ APPROVED ASSEMBLIES Deck Type 1L• Wood, Insulated • Deck Description: " /gyp 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 /ft2 =P). EnergyGuardTM, EnergyGuardTM Composite, EverGuard® ISO, EnergyGuardTM RA, EnergyGuardTM RA Composite Minimum 1" thick N/A N/A 1lnergyGuardTM Mi 10 • Density Wood Fiber, EnergyGuardTM Recover Board, \' d o Fiber, • •••• • • N/A hUA. • nergyGuardTM Perlite Minimum %" thick Fiber /16" thick) • • • •• •••• • N/A '••••• Nom•• N/A • •• •1lA • • •• •• • •• Note: AU insulation shall be adhered to the anchor sheet in full mopping of apj3M4 cthot aaphhlt within the EVT range and at a rate of 20-40 lbs /100 fe. Please refer to RoofinggApplfcatiou Standard RAS 117 for insulation attachment. Insulation listed as base layer onigtahajl be i*ped qnly as base layers with a second layer of approved top layer insulation installed as the final meedfifirde substrate. Composite insulation panels may be used as a top layer placed with the polyisocyanurate side facing down. GAF requires either a ply of GAFGLAS® STRATAVENT® EliminatorTM Perforated laid dry or a layer of EnergyGuardTM Perlite or wood fiber overlay board on all isocyanurate applications. Fire Barrier: FireOutTM Fire Barrier Coating, VersaShield®Non- Asphaltic Fiberglass-Based (optional) Underlayment or SecurockTm. • Anchor sheet: GAFGLAS® #80 ULTIMATM Base Sheet, STRATAVENT® Eliminatofl'M • Nailable, RUBEROID® Modified Base Sheet, RUBEROID® 20, RUBEROID Heat- WeidTM Smooth or RUBEROID® Heat- Weldti'' 25 base sheet mechanically fastened as described below; Fastening Options: GAFGLAS® Ply 4, GAFGLAS® Flex P1yTm 6, GAFGLAS® 1175 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" 0.0. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure -45 psf, See General Limitation #7j NOA No.: 07- 1219.09 Expiration Date: 11104/13 Approval Date: 03/20/08 Page 8 of 19 •• • • • • Fastening Options: GAFGLAS® Ply 4, GAFGLAS® Flex PIyTM 6, GAFGLAS® #75 Base Sheet or any of above Anchor sheets attached to deck with Drill TecTM #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill -TecTM 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 fi - ., : - eet. (Maximum Design Pressur eral Limitation #7j GAFGLAS® Flex P1, '` 6, GAFGLAS®#75 B -': a Sheet or any of above Anchor sheets attached to d - �� ,. , - { ~' ar ring shank nails and tin Daps at a . fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the . field. (Maximum X,)esign Pressure —52.5 psi; See General Limitation #7} GAFGLAS® #80ULTIMATM, RUBEROID®20, RUBERQIi7 ®Mop' Smooth, base sheet attached to deck with approved 11/4" annular ring shank nails and inverted 3" steel plate at a fastener spacing of 9" o.c. at the 4" lap and in two rows • staggered with a fastener spacing of 9" o.c. in the center of the membrane. (Maximum Design Pressure -60 psf, See General Limitation #7) GAFGLAS® #75 Base Sheet or any of above Anchor sheets attached to deck with Drill-Teem #I2 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plafe oz • Drill-Team AccuTrac Plates, 12" o.c. in 4 rows. One row is ip e " side leg; • • • The other rows are equally spaced approximately 9" o.c. in die field of the et. • (Maximum Design Pressure —60 psf, See General Liniltatian.#?) • • 4 Any of above Anchor sheets attached to deck approved annularr g; shan't. trails.. i• and 3" inverted Drill-TecTM insulation plates at a fastener spaoaagof 9" oa atLhe • • • • • • 4" lap staggered in two rows 9" in the field. • • • • • • - (Maximum Design Pressure —60 psf, See General Limitatioy #7r • • GAFGLAS® #75 Base Sheet or any of above Anchor sheets attaaled to deck wash Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill -TeeTm steel pip%g pg • Drill-TecTM AccuTrac Plates, 8" o.c. in 4 rows. One row is in the 2" side"lap. proximately 9" o.c. in the field of the sheet. neral Limitation #7j AFGLAS® #80 ULTIMATM tminatorm Perforated, RUBEROID® Modified Base Sheet, RUBEROID® Mop Smooth, RUBEROID® 20 RUBEROID® Heat- WeldTM Smooth or RUBEROID® Heat-Weld/10 directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq; (see General Limitation #4). . more plies GAFGLAS® PLY 4, GAFGLAS® Flex P1yTM 6 sheet, #80 a, RUBEROID Mop Smoo BEROID® 20 adhered' in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Ply Sheet: The other rows are equally s (Maximum Design Pr e s (Optional) Install o ply of GAFGLAS® #75, Base Sheet, GAFGLA _ 4 ." CTIMEEZIVio APPROVED i NOA Ado.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 9 of 19 .• • • • Surfacing: Maximum Design Pressure: (Optional) Qne ply of GAFOLAS® 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. (Optional, required if RUBEROID® MOP Smooth or RUBEROID® 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 400 lbsJsq. and 300 lbs. /sq. respectively in a flood coat of approved asphalt at 60 lbsJsq. or applied in a flood coat of Leak Buster"' Matrix"' 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 BVT range and at a rate of 20-40 lbsJsq. 3. Leak Buster"' Matrix"' 303 Premium Fibered Aluminum Roof Coating, at 1.5 gal. /sq. 4. Leak Buster"' MatrixTM 715 , Leak Buster", MatrixTM 322, TOPCOAT® MB +, TOPCOAT® Fireshield Elastomeric Roofing".. Membrane, applied at 1 to 1.5 gal./sq. • • • • • • •••• • 5. Leak Buster"' Matrix"' 602 MB Xtra Elastomerl i Aping • • • • Membrane, EnergyCote roof coating applied at• tit l,s galJsq. • 6. TOPCOAT® Surface Seal, TOPCOATS' Fireshielie• ,Solvept .. ; • based Elastomeric Roofing Membrane applied at Idai 5 gall • • • 7. Advance Green Technologies Photovoltaic Lananate.'solar: eh* collector auxiliary roof equipment installed 11r winwliance with • • manufacturer's specifications and applicable Builtling Fades • • • • • See Fastening above. •• • • •• • • NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 10 of 19 MIA M I�DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -290I FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or iaterial.s th m their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determiiiedby.Miamj;Dasie County Product Control Division that this product or material fails to meet the sec uiraments :of he applicable building code. • This product is approved as described herein, and has been designed to comply with th 1GAida Bg }1t1+ Code and the High Velocity Hurricane Zone of the Florida Building Code. • • .. DESCRIPTION: GAF RUBEROID® Modified Bitumen Roof System for Woodpelka LABELING: Each unit shall bear a permanent label with the manufacturer's name or lode city, sale• • • and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted • herein. • RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 07- 1203.01 and consists of pages 1 through 31. The submitted documentation was reviewed by Jorge L. Acebo. .. • • • .• • • • NOA No.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 1 of 31 ROOFING SYSTEM APPROVAL Category: Roofing Sub - Category: Modified Bitumen Material: SBS /APP Deck Type: Wood Maximum Design Pressure -75 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product Leak BusterTM MatrixTM 307 Premium Asphalt Primer GAF Mineral Shield® Granules Leak BusterTM MatrixTM 305 Fibered Asphalt Emulsion Leak BusterTM MatrixTM 303 Premium Fibered Aluminum Roof Coating LeakBusterrM MatrixTM 322 Elastomeric Roof Coating LeakBusterTM MatrixTM 306 LeakBusterTM MatrixTM 204 Wet/Dry Roof Cement GAFGLAS® #75 Base Sheet GAFGLAS® #80 ULTIMATM Base Sheet GAFGLAS® Flex PIyTM 6 GAFGLAS® Ply 4 GAFGLAS® Mineral Surfaced Cap Sheet Test Dimensions Specification 5, 55 gallons ASTM D41 601b. Bags ASTM D1863 100 lb. bags 5 gallons 1, 5 gallons 55 gallons 55 gallons 1, 5 gallons 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39,37" (1 meter) Wide ASTM D1227 ASTM D 2824 ASTM D3019 ASTM D3409 ASTM D4586 ASTM D3409 ASTM D4601 ASTM D4601 ASTM D2178 ASTM D2178 ASTM D3909 Product Description Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. Granules for surfacing of exposed asphalt, cold process cement or emulsion. QAF. Mineral Shields' Graaulesshall be used' for flashing applications on;y. • • • Surface coating for sMt tic Surfaced reefs. • • • • • .• • • •••• Fibered aluminum cdattg; •• •• • • • • • • • Elastomeric roof coating' • •• • • • • • • • • • • • • Asphalt emulsion fibered. Refined asphalt blended with a mineral stabilizer and fibers. Permits adhesion to wet and dry surfaces. Type II Asphalt impregnated and coated glass mat base sheet. Type II Asphalt impregnated and coated, fiberglass base sheet Type VI asphalt impregnated glass felt with asphalt coating. Type IV asphalt impregnated glass felt with asphalt coating. Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. NOA No.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 2 of 31 • •• • • • • • • • • • • • • • Product GAFGLAS®EnergyCapTM Mineral Surfaced Cap Sheet GAFGLAS® EnergyCapm BUR Mineral Surface Cap Sheet GAFGLAS® STRATAVENT® EliminatorTM Perforated GAFGLAS® Flashing GAFGLAS® STRATAVENT°' EliminatorTM Perforated Nailable RUBEROID® SBS Heat- We1dTM Smooth RUBEROID® SBS Heat- We1dTM Granule Roof MatchTM SBS Mop Granule RUBEROID® SBS Heat- We1dTM 170 FR RUBEROID® SBS Heat- We1dTM PLUS RUBEROID® SBS Heat -WeldTm PLUS FR Dimensions 39.37" (1 meter) Wide 39.37" (1 meter) wide 39.37" (1 meter) Wide various 39.37" (1 meter) Wide 1 meter (39.37 ") wide 1 meter (39.37 ") wide 107 sq. ft. (9.9 m2) 1 meter (39.37 ") wide 1 meter (39.37') wide 1 meter (39.37 ") wide RUBEROID®EnergyCap 1 meter (39.37 ") SBS Heat- We1dTM PLUS FR wide RUBEROID® Modified Base Sheet RUBEROID® SBS Heat We1dTM 25 39.37" (1 meter) Wide 1 meter (39.37") wide Test Specification ASTM D3909 ASTM D3909 EnergystarTM Title 24 Compliant ASTM D3672 ASTM D4897 ASTM D3672 ASTM D4897 ASTM D6164 ASTM D6164 ASTM D6222 ASTM D5147 ASTM D6164 ASTM D6164 ASTM D6164 ASTM D6164 Product Description Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules with factory applied layer of TOPCOAT® EnergyCoteTM. Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules with factory applied EnergyCoteTM Fiberglass base sheet coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating with factory perforations. Asphalt coated glass fiber mat flashing sheet available in three sizes. Fiberglass base sheet coated on both sides with asphalt. Surfaced on the bottom side with mineral granules en Added m• • • • • asphaltic coating. • • • •• • • • • • • •• Non -Woven Polyestei'ir 4 coated with polymer - modified aInd smooth • surfaced. Non -Woven Polyeste= Taltoatedlittif • polymer modified as1phalt and surfaced with mineral granules. • ; • Non -woven polyester mai ioated uviifi • • polymer modified aspkalt and surfaced with colored mineral granules. • •••• • Non -Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. A fiberglass mat reinforced, SBS modified bitumen cap membrane. ASTM D4601, Premium glass fiber reinforced SBS - Type II, UL Type modified base sheet 62 BUR ASTM D6I64 Non -Woven Polyester mat coated with polymer- modified asphalt and smooth surfaced. NOA No.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 3 of 31 • • • • • • • • • • • • • • Product RUBEROID® Mop Granule RUBEROID® MOP Smooth RUBEROID® MOP PLUS RUBEROID® MOP 170FR RUBEROID® MOP FR RUBEROID® TORCH Smooth RUBEROID® TORCH Granule RUBEROID® EnergyCap Torch Granule FR RoofMatchTM APP Torch Granule RUBEROID® TORCH PLUS RUBEROID® TORCH FR RUBEROID®170FR TORCH RUBEROID® EnergyCap SBS Heat Weld Plus FR RUBEROID® 20 RUBEROID® 30 Dimensions 39.37" (1 meter) Wide 1 sq. roll 87 lbs. 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 1 meter (39.37 ") wide 107 sq. ft. (9.9 m2) 39.37" (1 meter) Wide 3937" (1 meter) Wide 39.37" (1 meter) Wide 1 meter (39.37") wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide Test Specification ASTM D6222 ASTM D5147 ASTM D6298 ASTM D5147 ASTM D6164 ASTM D5147 ASTM D6164 ASTM D5147 ASTM D6164 ASTM D5147 ASTM D6222 ASTM D5147 ASTM D6222 ASTM D5147 ASTM D6222 ASTM D5147 ASTM D6222 ASTM D5147 ASTM D6222 ASTM D5147 ASTM D6222 ASTM D5147 ASTM D6222 ASTM D5147 ASTM D6163 ASTM D5147 ASTM D6163 ASTM D5147 ASTM D6163 ASTM D5147 Product Description Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -woven polyester mat coated with polymer - modified asphalt and smooth surfaced. Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, smote • surface. . • Heavy duty, polyester reinforced: Asp1 Jt modified bitumen nfe1i1Si'atie, grahuld' • surface. A fiberglass mat reino�rgd, SBS, nedrfted bitumen cap membrgge., 1 •••• • • • • • •. •• •• • Non -woven polyestarrnb Boated with polymer modified asphalt slid suUgit with colored mineral gralfWes. • • Heavy duty, polyester reinforced asphalt modified bitumen membrane, granule surface Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule surface. Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule surface. A fiberglass mat reinforced, SBS modified bitumen cap membrane. SBS modified asphalt base sheet reinforce with a glass fiber mat. Non woven fiberglass mat coated with polymer modified asphalt and surfaced with mineral granules. NOA No.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 4 of 31 Product RUBEROID 0FR RUBEROID® EnergyCap SBS 30 FR RUBEROID® ULTRACLAD® SBS RUBEROID® Dual FR. Vent Stacks (metal and plastic) GAF _Built-Up Roofing Asphalt RUBEROID® MOD Asphalt Asphalt L & Asphalt P TOPCOAT® Surface Seal SB LEAK BUSTERTM MatrixTM 715 MB Elastomeric Roofing Membrane EnergyCoteTM Coating VersaShield® TOPCOAT® FireShield® MB Leak BusterTM MatrixTM 531 WeatherCoteTM Elastomeric Flashing Grade LeakBusterTM MatrixTM 201 Premium SBS Flashing Leak BusterTM MatrixTM 102 SBS Adhesive Label Dimensions 39.37" (1 meter) Wide 1 meter (39.37 ") wide 39.37" (1 meter) Wide 39.37" (I meter) Wide 1001b. cartons, bulk 60 lb. kegs 5 gallons 5 gallons 2, 5 gallons 350 sq. ft roll 5, 55 gallons 5 gallons 5 gallons 5 gallons Test Specification ASTM D6298 ASTM D5147 ASTM D6163 ASTM D6163 ASTM D5147 ASTM D6164 ASTM D5147 TAS 100(A) ASTM D1929 ASTM D635 ASTM D312, Types I, II, III and IV ASTM D3412 ASTM D21 ASTM D1475 ASTM E1644 ASTM D6083 ASTM -D226 4869 Type I, II ASTM D412 ASTM D2I ASTM 1475 ASTM E1644 ASTM D3019 ASTM D3019 Product Description Non woven fiberglass mat coated with fire retardant, polymer modified asphalt and surfaced with mineral granules. A fiberglass mat reinforced, SBS modified bitumen cap membrane. Woven fiberglass mat coated with Polymer modified asphalt surfaced with aluminum, copper or stainless steel foil. Non -woven polyester and fiberglass mat coated with file retardant, polymer - modified asphalt and surfaced with mineral granules. One -way valve vent used to relieve built - up pressure within the roof system. GAF Vent Stacks are available in metal or plastic. Interply mopping add sgrfgcing asphalt .. • .. . .. • • .. • • SEBS modified asp!ig • • • • • • Surface coating foranotl surfaced and mineral surfaced ropls� : • • • • Surface coating forsmooth surfaZE8Mal mineral surfaced roofs! • Highly reflective elastomeric coating Non - Asphaltic Fiberglass -Based Underlayment Elastomeric roofing membrane Surface coating for smooth surfaced and mineral surfaced roofs. Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. Cold Applied Modified SEBS Asphalt Adhesive. NOA No.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date: 04 /08/09 Page 5 of 31 Product Leak Busteerm Matriem 202 SBS Flashing Cement Label Leak BusterTM MatrixTM 203 Plastic Roof Cement Label Leak BusterTM MatrixTm 103 Cold Process Adhesive Label LeakBusterTM MatrixTM 304 Non- Fibered Aluminum Roof Leak Bustefrm MatrixTM 602 MB Xtra Elastomeric Roofing Membrane TOPCOAT® MB Plus Dimensions 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5, 55 gallons Test Specification ASTM D4586 ASTM D4586 Product Description Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. Standard Plastic Asphalt Roofing Cement ASTM D3019 Cold Applied Asphalt Adhesive. ASTM D2824, Type I ASTM D412 ASTM B117 ASTM C794 ASTM G21 FTMS141.6271 ASTM D2196 ASTM D1475 ASTM E1644 ASTM D412, ASTM D21, ASTM D1475 ASTM E1644 Non - fibered. Aluminum pigmented, asphalt roof coating. Surface coating for smooth surfaced and mineral surfaced roofs. • • • • •• • •••••• • •••• • • •. • • •• • • • • • • .• Water - based, low V96,•sp1ayable polymeric liquid, whitti•Qures to Lim a seamless rubber meth ii$: • • • • • •• •• •• • • • • • • • • • •• • • • • • • • NOA No.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date: 04 /08/09 Page 6 of 31 APPROVED INSULATIONS: Product Name EnergyGuardTM Fiberboard EnergyGuardTM Permalite EnergyGuardTM Strip EnergyGuardTM Recover Board EnergyGuardTM Tapered Edge Strip EnergyGuardTM Polylso EnergyGuardTM RA, RN EnergyGuardTM Composite, RA DensDeck® DensDeck Prime® DensDeck DuraGuardTM Structodek® Structodek® TD SecurockTM APPROVED FASTENERS: Fastener Product Number Name 1. Dri11 -TecTM #12 Standard, #14 and #15 extra Heavy Duty Fastener, Heavy Duty Roofing Fastener 2. Drill -TecTM ASAP 3. Drill -TecTM CR Base Sheet Fastener and Plate 4. Drill -TecTM Galvalume Plates 5. DriI1 -TecTM Polypropylene Plates 6. Drill -TecTM AccuTrac Plate 1'arc�„I'.�a.l��C• APPROVED Table 2 Product Description Fiberboard insulation Perlite insulation board Cut perlite board Perlite recover board Tapered perlite board Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate /wood fiberboard or perlite composite Water resistant gypsum board Water resistant gypsum board Water resistant gypsum board Wood fiber insulation board Flame Resistant High Density Wood Fiber board. Fiber reinforced roof board TABLE 3 Product Description Dimensions Insulation fastener and Various Base Play fastener for steel, wood & concrete decks. Pre- assembled Drill -TecTM Various Fasteners and metal and plastic plates. Base sheet fastening Various assembly. Round Galvalume stress 3" and 3 'h " plates. Round polypropylene stress plates. Square Galvalume® coated 3" Square steel plate. Manufacturer (With Current NOA) GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. G -P Gypsum Corp. G -P Gypsum 13orpe • U rG psum.corP. • • "1{$igtit Celatex• • fight- Celgtex . • • • •t 1f0 forpo ration., •• •. •. • • • • • • • • • • • - • • • • •• • • • Manufactur er. . • (With Current NOA) GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. 3" and 3 'A" GAF Materials Corp. OMG NOA No.: 09 -0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 7 of 31 • • • • • • • • • • • • EVIDENCE SUBMITTED: Test Agency Factory Mutual Research Corp. Underwriters Laboratories Trinity Engineering PRI Asphalt Technologies, Inc. IRT -ARCON Inc. Trinity I ERD Test Identifier 3029832 3010215 3001276 1B9A8.AM 3D4Q2.AM OD1A8.AM TGFU.R19254 4483.04 97 -1 GAF - 020 -02 -01 02 -005 02 -014 01 -039 G6850.08.08 G6850.08.08 G6850.10.08 G6850.11.08 Description 4470 -TAS 114 4470 - TAS 114 4470 - TAS 114 4470 - TAS 114 4470 - TAS 114 4470 - TAS 114 UL 790 TAS 114 ASTM D 249 ASTM D 4977 TAS 114 TAS 114 TAS 114 ASTM D6164 ASTM D6163 ASTM D6222 ASTM D6222 Date 05/11/07 03/01 /01 01/28/99 09/04/97 04/30/97 04/01/98 10/27/06 06/06/97 02/01/02 03/01/02 04/08/02 03/01/0,2•• • • ..0.8/29/080•11 • • d8/O1/o%'. • J 0/06/08 , • • • ....11/05/0$ •.•• • .... . • • • • •• 1 •• •• • • • • • • • .. • • • • NOA No.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 8 of 31 Membrane Type: SBS /SBS Cold Applied Deck Type 1: Wood, Non- insulated Deck Description: 19/32" or greater plywood or wood plank decks System Type E(1): Base sheet mechanically fastened to roof deck. All General and System Limitations shall apply. Fire Barrier: FireOutTM Fire Barrier Coating, Versa Shield® Non-Asphaltic Fiberglass -Based (optional) Underlayment or SecurockTM. Base sheet: GAFGLAS® #80 ULTIMA TM Base Sheet, STRATAVENT® EliminatorTM Nailable, RUBEROID® Modified Base Sheet, RUBEROID® 20, RUBEROID® SBS Heat- We1dTM Smooth or RUBEROID® SBS Heat- We1dTM 25 base sheet mechanically fastened to deck as described below; Fastening GAFGLAS® Ply 4, GAFGLAS® Flex PlyTM 6, GAFGLAS® #75 Base Sheet or any Options: 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 #zi • •••• •. • GAFGLAS® Ply 4, GAFGLAS® Flex P1yTM 6, GAFGLAS® #'15 West Sheer or 111y of above Base sheets attached to deck with Drill -TecTM #12 stag t/ #14 or #15 Screws and 3" Drill -TecTM steel plate or Drill -TecTM AccuTrdb,1 0s, 12 ",ie.i ? 3 rows. One row is in the 2" side lap. The other rows are equall1spaced .. . • approximately 12" o.c. in the field of the sheet. • • • • •• •• •. • (Maximum Design Pressure , ,• _ neral Limitatiog #92 ! ; • GAFGLAS® Flex PlyTM • GAFGLAS® #75 B .. - Sheet or any of above BVe• • • • sheets attached to deck wi . • .. i .1 i ar ring shank nails$ an 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 ( ULTIMATM, RUBEROID 20, ® th, base sheet 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 —60 psf, See General Limitation #7) GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill -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.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 27 of 31 Surfacing: Maximum Design Pressure: 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-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 —75 psf, See General Limitation #7) (Optional) One ar more plies GAFGLAS® PLY 4. GAFGLAS® Flex P1yTM 6, GAFGLAS® #80, RUBEROID MOP Smooth or RUBEROID® 20 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. One or more plies of RUBEROID® MOP Smooth, RUBEROID® Mop 170 FR, RUBEROID® Mop Granule, Roof Match"' SBS Mop Granule, RUBEROID® Mop Plus Granule, RUBERO1D ®20, RUBEROID®30, RUBEROID®EnergyCap SBS 30 FR RUBEROID® 30 FR or RUBEROID® Mop FR or RUBEROID ULTRACLAD® SBS in adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Or, One or more plies of RUBEROID® MOP Smooth, RUBEROID® Mop Granule, Roof MatchTM SBS Mop Granule, RUBEROID® Mop 170 FR, RUBEROID® Drop Plus Granule, RUBEROID® 20, RUBEROID® 30, ! Enr, ap §BS•.' 30 FR, RUBEROID® 30 FR or RUBEROID® Mop FR or RUBERO lr" • • • • • • ULTRACLAD® SBS in Leak BusterTM MatrixTM 102 SBS Adh'esT 'fit an • • application rate of 1 -2 gal. /sq. •••• • • • • (Optional, required if RUBEROID® MOP Smooth or RUBEIVD® 20 'is top •• • membrane) Install one of the following: • • • • • •• • •• •• • • 1. Gravel or slag applied at 400 lbs. /sq. and 300 lbs./sq. respe &ti 1 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 ;Met f 3 galJsq. 2. GAFGLAS® Mineral Surfaced Cap Sheet, GAFGLAS® Energy Cap Miatrtr • • Surfaced Capsheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. 3. Leak BusterTM MatrixTM303 Premium Fibered Aluminum Roof Coating, at 1.5 gal./sq. 4. Leak BusterTM MatrixTM 715, Leak BusterTM MatrixTM 322, TOPCOAT® MB +, TOPCOAT® Fireshield Elastomeric Roofing Membrane, applied at 1 to 1.5 gal. /sq. 5. Leak BusterTM MatrixTM 602 MB Xtra Elastomeric Roofing Membrane, EnergyCotee roof coating applied at 1 to 1.5 galisq. 6. TOPCOAT® Surface Seal, TOPCOAT® Fireshield® SB Solvent based Elastomeric Roofing Membrane applied at lto 1.5 gal. /sq 7. Advance Green Technologies Photovoltaic Laminate solar energy collector auxiliary roof equipment installed in compliance with manufacturer's specifications and applicable Building Codes. See Fastening above NOA No.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 28 of 31 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex Ply mi 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum '/4" Dens Deck or 1" Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 Ibsfsq., 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 moped 8" . !i'bbbps in three rows, one at each side lap and one down the center of the sheet allowiagx c1ntinuodis�•alea of • ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed. vpjy J?' in 1aae1 ibbon • • to allow cross ventilation. Asphalt application of either system shall be at a minim:m.19dg of 12 lbs,(sq. Note: Spot attached systems shall be limited to a maximum design pressure otA45psf. • 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Forte 1') value ofil5 • • lbf., as tested in compliance with Testing Application Standard TAS 105. If the fagtbl►0f falue, p le44- tested, are below 275 lbf. insulation attachment shall not be acceptable. �, �. • • • • 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane atticiiraent • is based 15n a • • minimum fastener resistance value in conjunction with the maximum design valuesliste4 within erspe fic • • system. Should the fastener resistance be less than that required, as determined b}it 934ilding,Offiiial, a • • revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, ArchiteCiti'f'• • 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 to 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 (Le. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended comers 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.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 31 of 31 2007 ROOFING MATERIALS AND SYSTEMS DIRECTORY ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGFC)— Continued insulation: One or more lavers perlite, glass fiber, 3/4 in. min, isocva- nuratr:, urethane, perlite /isocvanurate composite, perlite /urethane com- po' it.. 1 -1%2 in. min. Base Sheet (Optional):, One or more layers Tvpe Gl, G2 or G3. !Membrane: One or more lavers "Ruberoid Torch" (Smooth or Granule), Ruberoid Torch Granule Plus ", "Ruberoid Mop" (Smooth or Granule) ,.,, "Ruberoid Mop Plus Granule ". surfacing: Gravel. 7. Deck: C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocvanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite. Base Sheet: Two or more layers Type G2 or G3. Ply Sheet (Optional): One or more lavers Type Gi. Membrane: One or more layers "Ruberoid Torch" (Smooth or Granule), "Ruberoid Torch Granule Plus ", "Ruberoid Mop" (Smooth or Granule) or "Ruberoid Mop Plus Granule ". Surfacing: Karnak No. 97, 1 -1/2 - 3 gal /sq or gravel. 8. Deck NC Incline: 1/2 Insulation: One or more layers perlite, glass fiber, 3/4 in. min, isocya- nurate, urethane, perlite /isocyanurate composite, perlite /urethane com- posite, 1 -1/2 in. min. Base Sheet (Optional): One or more lavers Type G1, G2 or G3. Membrane: One or more layers "Ruberoid Torch" (Smooth or Granule), "Ruberoid Torch Granule Plus ", "Ruberoid Mop" (Smooth or Granule) or 'Ruberoid Mop Plus Granule ". Surfacing: Grundy "AL MB Aluminum Roof Coating" at 1 -2 gal /sq. 9. Deck: C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, glass fiber, 3/4 in. min, isocvanurate, urethane, perlite / isocyanurate composite, perlite/ urethane composite, phenolic, 1 -1/2 in. min. Base Sheet: One or more lavers Tvpe G2 "GAFGLAS #75 Base Sheet ", hot mopped or mechanically fastened in place. • Ply Sheeti One or more layers Type G1 "GAFGLAS Ply 4 ", hot mopped in place. Membrane: "Ruberoid Mop 170 FR ". Surfacing (Optional): "GAF Fibered Aluminum Coating" at 1 -1/2 gal /sq or "GAF Weather Coat Emulsion" at 3 gal /sq. 10. Deleted 11. � leted 1') Deleted feted l ted eck: C- 15/32 Incline: 1/2 Insulation (Optional): Perlite, fiber glass, isocyanurate, urethane or perlite/isocvanurate composite. Base Sheet: One or more layers Type G2 or G3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers Type Gl, hot mopped in place. Membrane: "Ruberoid Mop 170 FR ". In Deck: C -15/32 Incline: 1/2 Insulation (Optional): Perlite, fiber glass, isocyanurate, urethane or o'rlite /isocvanurate composite, offset 6 in. from joints. Base Sheet: One or more lavers Tvpe G -2 or G -3 base sheet, hot mopped (,erhanically fastened. sheet (Optional): One or more lavers Tvpe G -1, hot mopped m ,Oelnirane: One laver "Ruberoid Torch Smooth" or "Ruberoid Mop . ;t.,,, +:lane: One layer "Ruberoid Mop 170 FR ". Incline: 1 ,uion (Optional): Perlite, fiber glass, wood fiber, isocvanurate, n.. or perlite /isocvanurate composite. '-beet: One or more layers Type G2 or G3 base sheet, hot mopped h:inikalh fastened. >h "et (Optional): One or more lavers Tvpe G1, hot mopped in Pane, One laver "Ruberoid Mop 170 FR" Incline: 1/2 ...,sn (Optional): Perlite, fiber glass, wood fiber, isocvanurate, perlite /isocvanurate composite. +optional): One or more lavers Tvpe G-2 or G -3 base sheet, „r mechanically tastened. ROOF COVERING MATERIALS (TEVT) 195 Roofing Systems (TGFC) -- Continued Ply Sheet (Optional): One or more lavers Tvpe G -1, hot mopped in place. Membrane: One laver 'Ruberoid Torch Smooth" (smooth), "Ruberoid Mop Smooth ". Membrane: One laver "Ruberoid Mop 170 FR" (granule). 19. Deck: NC Incline: 1/2 Insulation (Optional): One or more layers perlite, glass fiber, isocya- nurate, urethane or perlite /isocvanurate composite, any thickness. Base Sheet: One or more plies Type G1 or G2, hot mopped or adhered with Karnak Chemical "No. 81" or Gibson - Homan "No. 6160" cold applied adhesive at 1 -1/2 gal /sq. Membrane: One laver "Ruberoid Mop 170 FR ", hot mopped or adhered with Karnak Chemical "No. 81" or Gibson -Homan "No. 6160" cold applied adhesive at 1 -1/2 gal /sq. 20. Deleted 21. Deck: C -15/32 Incline: 1/2 Insulation (Optional): Polyisocyanurate, wood fiber, perlite, glass fiber any thickness, hot mopped or mechanically fastened. Base Sheet: One or more plies Type G2 "GAFGLAS #75" base sheets, hot mopped or mechanically fastened. Membrane: One or more plies "Ruberoid 30 FR" hot mopped in place. 22. Deck: C -15/32 Incline: 1/2 Insulation (Optional): Polyisocyanurate, wood fiber, perlite, or glass fiber any thickness, hot mopped or mechanically tettliteel. Base Sheet: One or more plies Tape G20"GAFGL?f6NWn" hot mopf•alr • • or mechanically fastened. • • • • • • • • • Ply Sheet: One or more plies, "Rilr4oj r0 ", hot:neipipet in place • Membrane: One or more plies ' Rubereid 30 FR ", hot mopped in place. 23. Deck: C -15/32 •••Tectine: 1/2 • • Insulation (Optional): Fiber glasg bfpekiite, fastened. • Base Sheet: One or more layers Tie C@, hot mopped or mechanicelilr • fastened. • • Ply Sheeet: Two or more layers TiatoG .'hot moflie�t c •lnechanicil4 •• fastened. Membrane: "Ruberoid 30" or "Rrerota Modified Cad Sheet 601 ", ho? • mopped in place. • • • • Surfacing: Karnak Chemical "Karnak No. 970Fibrated Aluminum • Asphalt Roof Coating" or "Kamallob 57 IsbestosrFree Aluminurryl• o t • Coating" at 1 to 2 gal /sq. • 24. Deck: NC Incline: 1/4 Insulation (Optional): Polyisocyanurate, perlite, glass fiber or wood fiber, 2 in. max. Base Sheet: Type 15 asphalt organic felt or Type G2, mechanically fastened or adhered with hot roofing asphalt. Membrane: "Ruberoid Torch Granule 1" (modified bitumen). Surfacing: Karnak Chemical "Karnak No. 97 Fibrated Aluminum Asphalt Roof Coating" or "Karnak No. 97 Asbestos Free Aluminum Roof Coating" at 1 to 2 gal /sq. 25. Deck: C -15/32 Incline: 1/4 Insulation: Two layers glass fiber (staggered joints), 1 in. each. Base Sheet Type G2, mechanically fastened or adhered with hot roofing asphalt. Membrane: "Ruberoid Torch Granule 1" (modified bitumen). Surfacing: Karnak Chemical "Karnak No. 97 Fibrated Aluminum Asphalt Roof Coating" at 1 to 2 gal/sq. 26. Deck: NC Incline: 1/4 Membrane: "Ruberoid Torch Granule 1" (modified bitumen). Surfacing: Karnak Chemical "Karnak No. 97 Fibrated Aluminum Asphalt Roof Coating" at 1 to 2 gal /sq. 27. Deck: NC Incline: 1/2 Insulation (Optional): perlite, wood fiber or glass fiber, 1 in. max, mechanically fastened or adhered with hot roofing asphalt. Base Sheet: Type G2 or "Flex Base 60" (modified bitumen), mechani- cally fastened or adhered with hot roofing asphalt. Membrane: "Ruberoid Torch Granule 1", heat fused. Surfacing: Monsey Products "Endure Aluminum Roof Coating", "Weather Check" or "Pro -Grade Aluminum Roof Coating ", 1.5 gal /sq. 28. Deck: NC Incline: 1/2 Insulation (Optional): perlite, wood fiber, glass fiber or isocvanurate/ urethane hoard, 2 in. max, mechanically fastened. Base Sheet: Tvpe G2 (modified bitumen), mechanically fastened or adhered with hot roofing asphalt. Membrane: "Ruberoid Torch Granule 1" (modified bitumen), heat fused. LOOK FOR THE UL MARK ON PRODUCT