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46939PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Farr el) 13I 1 Date Job Address 11300 NO, 7., V Tax Folio / 1— L 1 3 6 — D 00 0 d YO Legal Description 5E16. D ' E ' 4Ve Y Sea 36 Tow S2 !/C.ast � f / F Hi � y Historically Designated: Yes No Owner/Lessee / Tenant 13Ct rr to ' V iY i vee'S i - J Owner's Address I E'' DO N 7,11v c, t'"l 1 torsi, Contracting Co. D b eV1 Old 1r PE 9 1 in 9 Qualifier An w1 (1/4 c ND w State # e-C I k t 3 06 Architect/Engineer Bonding Company Mortgagor Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANIC ROOFING PAVING FENCE SIGN WORK DESCRIPTION r6 �1 l& £ k Lt Gl. 1 i \`U `1- � w w Mbh l P v `� / �S�r � /� rr GU /f ' "e�✓ Square Ft. 10 t,Q. OD Estimated Cost (value) 3 ) 1 3o0 WARNING TO OWNER YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for FT.F,CTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL 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 coNtruction gnpl zoning. Furthermore, I authorize the above -named contractor to do the work -00 / r 1 • 1 ti • 41- e of o dent ,�,�� P4 'MONICA ACEVEDO SOTO MY COMMISSION* CC 841281 0O *OF e EXPIRES: May 31, 2003 Notary Fla y Service & Bonding Co. No My yin/ 4 ommission Exp' FEES: PERMIT N%" d/or Condo President Date � rr �15Soc tie ccty+ e'. P"& ' 0 RADON C.C.F. APPROVED: Zoning Building Mechanical Municipal # kt kf O ff# Master Permit # aJ b O'11° C 5 Phone 3 ° 379i t 4. k for Address 9 O( \`t - 14 i Q, 4..t t/l O V e S l � 3 - 31 SS #� -� Phone Z 5� Z (p 1 a- �U'rCL h --.r1S" Competency #COG 45L1 Ins. Cori e (d, Address Address Address of Contractor or Owner- Builder 4z t$124144_,—) 9h47( g)1 Notary as to Contractor or Owner - Builder My Commission Expires: 4) r, ta. SANDRA D. HART , I rlA ��Comf,:ISS�ON ' CC623733 ge. EXPIRES MAR 12.2C01 oakum TPI�O�JOH ® .. g`I ',wan scum° INC,, NOTARY BOND 3 4 TOTAL DUE 6 5 �� Electrical Plumbing Structural Engineer 5104 APPENDIX "F" APPENDIX "F "REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS As it pertains to this Appendix "F ", it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, to provide the owner with this appendix and to explain to the owner the content of this form. The provisions of Chapter 34 of the South Florida Building Code (SFBC) govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. 141 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 34 are for the purpose of "" iding that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. Renailing Wood Decks: When placing roofing, the existing wood roof deck may have to be led in accordance with the current provisions of Chapter 29 of the SFBC. (The roof deck is usually concealed prior to removing the existing roof system) 3. Common Roofs: Common roofs are those which have no visible delineation between .,.: boring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. 4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The SFBC provides the option of maintaining this appearance. 5. Ponding Water: The current roof system and/or deck of the building may not drain well and cause water to pond (accumulate) in low-lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 6. Overflow Scuppers (wan outlets): It is required that rainwater flow off so that the roof is not v rloaded from a 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 scuppers in accordance with Chapter 23 of the SFBC. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the rior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. ontractor's Signature IVUIIVC Ur.w vutnca4 svLcra A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. /I- .2( 3(a - OW -pogo STATEDF FLORIDA: COUNTY OF DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in•this Notice of Commencement. 1 . Legal description of property and s t r e e t address: . P . O. r k CA 1 E'1 o — I taco t ' 2- P ij e, t o i ShbY PS ) 2. Description of improvement: V_ e Y Ov r- �'n J "' Tt l 1✓ c' r d 6-a• e d 3.Owner(s) name and address: Y r ' U 1i i Ye f S t ,1 11300 1\[ E 2 A-✓ L t ►u i Z o r '331 '32 Interest in property: ©— i M 4. Contractor name and ddress:� r ti 0 , Y" 001 rng a �i l 301 h � _ 4 Avg Sui4 -c- Mot 1.- tia�-tI Shor F( 33(3X Name and address of fee simple titleholder: • rr. / {. , AD 20 0 t6 THE ^ m hand and Cffiaal Seal. Pig" , av ol lr S Sao, otices or other documents may be served as provided 5. Surety:(Payment bond required by owner om contractor, if any) • Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida desi nated by Owner upon whom by Section 713.13(1)(a)7.1 Florida Statut , • Name and address:. IV 8. In addition to himself, Owner designates \the e 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: �1 9. Expiration date of this Notice of Commence ent: (the expiration date Is 1 ye different date is specified) , c ,.�a -s�T s. aaW►:r v ( � l 'itr lush Print Owners Name fddc e U t(ua Az ao a �� ` .s ` Sworn to and subscribed before.me this /2 day of /49 , y9 2 Notary Public ,/ ;/f /. , a/r Print Notary's Name 1.4 Ovi c'net 41-1 .vein SnicD My Commission Expires: ka y 3/, 2©03 Botrr\j Ohi v to1"Si k Zt 333X STATE OF FLORIDA, COUNTY OF DADE I HEREBY CERTIFY ;het This rs a tru 008237563 2000 MAY 18 11:22 Prepared by: Address: py oftho Lir09 if ,(csou cs �,o Urar /. �� c,a[•n' mot• 123.01-52 7198 1. Ai E O F ASBESTOS RENOVATION OR DEMOLITION TYPE OF NOTICE (CHE ONE Ofh t DADAKiINAL ❑ REVISED ❑ CANCELLATION ❑ COURTESY TYPE OF PROJECT (CH NL : DEMOLITION ❑ RENOVATION a ROOFING IF DEMOLITION, WAS IT AN ORDERED DEMOLITION? ❑ YES 17/NO IF RENOVATION: Elt) Air Section Section ' Florida Department of Environmental Protection RM Air section JUN 0 2000 Division of Air Resource Management 33 S.W. 2nd Avenue, Suite 9.223 Miami, Florida 331304540 IS IT AN EMERGENCY RENOVATION OPERATION? ❑ YES O,NO IS ITA PLANNED RENOVATION OPERATION? ❑ YES ONO Facility Name Address r VII. Asbestos Waste Transporter: Name " h3 Address t� City VIII. Waste Disposal Site: Name Address Name of O !nerf Operator /PRINT (Signaturre o 'Owner/Operator w Fe City i ? b 4 ° ..a 1 -N Y i C State 7 L Zip County o r f ,, Site r r & A YE e z ( i +" z - Consultant Inspecting Site F f : , - *P(2: Building Size ;1. t r i n `(Square Feet) # of Floors Age in Years t -' °S' Prior Use: School/College/University Residence Small Business Other Present Use SchooVColleg J v rsity ,, Residence Small Business Other I1. Facility Owner i ' . ` a is t u is , ri r 1 - ; Address j i . ° r — •' .' City r " ,, State r� Zip III. Contractor's Name /Y`),: ' i : AS; %I. Address 1 ` ,7 , > ? - a `` , , ^ . -4 fl (` , 1 Y; , City P' , 3 r State ;r" fi_ Zip . Florida Licence No C ¢t; 1,4' ( `' IV. Scheduled Dates: Asbestos Removal (mm/dd/yy) Start �. Finish: Demo/Renovation (mm/dd/yy) Start V Procedures to be Used (Check All That Apply): * MUST OBTAIN PRIOR DERM APPROVAL BEFORE USING A DRY METHOD VI. Procedures for Unexpected RACM: A : V DERM USE ONLY Postmark/Date Received State a State Is the contractor exempt from licensure under section 469.004(7), F.S.? `YES ❑ NO •1 Zip _ f ., Class i f Zip s c' City a IX. Amount of RACM or ACM square feet surfacing material linear feet pipe cubic feet of RACM off facility components square feet cementitious material square feet resilient flooring square feet asphalt roofing Or ir- / I certify that the above information is co rect and that an individual trained in the provisions of this regulation (40CFR Part 61, Subpart M) will be on -site B ite d olitio 0renovation and evidence that the required training has been accomplished by this person will be availa e for �,- • n zing normal business hours. X. Fee Invoice Will Be Sent to Address in Block Below: ( Print or Type) (Date) File # Process # Phone (___) Phone U Phone ( ) ID # (Contact Phone #) Finish: Strip and Removal ' Glove Bag Bulldozer Wrecking Ball Wet Method * Dry Method Explode Burn Down OTHER: 1. Ai E O F ASBESTOS RENOVATION OR DEMOLITION TYPE OF NOTICE (CHE ONE Ofh t DADAKiINAL ❑ REVISED ❑ CANCELLATION ❑ COURTESY TYPE OF PROJECT (CH NL : DEMOLITION ❑ RENOVATION a ROOFING IF DEMOLITION, WAS IT AN ORDERED DEMOLITION? ❑ YES 17/NO IF RENOVATION: Elt) Air Section Section ' Florida Department of Environmental Protection RM Air section JUN 0 2000 Division of Air Resource Management 33 S.W. 2nd Avenue, Suite 9.223 Miami, Florida 331304540 IS IT AN EMERGENCY RENOVATION OPERATION? ❑ YES O,NO IS ITA PLANNED RENOVATION OPERATION? ❑ YES ONO Facility Name Address r VII. Asbestos Waste Transporter: Name " h3 Address t� City VIII. Waste Disposal Site: Name Address Name of O !nerf Operator /PRINT (Signaturre o 'Owner/Operator w Fe City i ? b 4 ° ..a 1 -N Y i C State 7 L Zip County o r f ,, Site r r & A YE e z ( i +" z - Consultant Inspecting Site F f : , - *P(2: Building Size ;1. t r i n `(Square Feet) # of Floors Age in Years t -' °S' Prior Use: School/College/University Residence Small Business Other Present Use SchooVColleg J v rsity ,, Residence Small Business Other I1. Facility Owner i ' . ` a is t u is , ri r 1 - ; Address j i . ° r — •' .' City r " ,, State r� Zip III. Contractor's Name /Y`),: ' i : AS; %I. Address 1 ` ,7 , > ? - a `` , , ^ . -4 fl (` , 1 Y; , City P' , 3 r State ;r" fi_ Zip . Florida Licence No C ¢t; 1,4' ( `' IV. Scheduled Dates: Asbestos Removal (mm/dd/yy) Start �. Finish: Demo/Renovation (mm/dd/yy) Start V Procedures to be Used (Check All That Apply): * MUST OBTAIN PRIOR DERM APPROVAL BEFORE USING A DRY METHOD VI. Procedures for Unexpected RACM: A : V DERM USE ONLY Postmark/Date Received State a State Is the contractor exempt from licensure under section 469.004(7), F.S.? `YES ❑ NO •1 Zip _ f ., Class i f Zip s c' City a IX. Amount of RACM or ACM square feet surfacing material linear feet pipe cubic feet of RACM off facility components square feet cementitious material square feet resilient flooring square feet asphalt roofing Or ir- / I certify that the above information is co rect and that an individual trained in the provisions of this regulation (40CFR Part 61, Subpart M) will be on -site B ite d olitio 0renovation and evidence that the required training has been accomplished by this person will be availa e for �,- • n zing normal business hours. X. Fee Invoice Will Be Sent to Address in Block Below: ( Print or Type) (Date) File # Process # Phone (___) Phone U Phone ( ) ID # (Contact Phone #) Finish: 41 ictIv7 IV. Scheduled Dates: Asbestos Removal (mm /dd/yy) Start: V. Procedures to be Used (Check All That Apply): square feet surfacing material linear feet pipe cubic feet of RACM off facility components square feet cementitious material square feet resilient flooring square feet asphalt roofing Finish: Florida Department of FLORtDa JUN 0 7 2000 Environmental Protection ' Quality Division of Air Resource Management NOM t■ r DIASBESTOS RENOVATION OR DEMOLITION TYPE OF NOTICE (CHECK ONE ONLY): ORIGINAL ❑ REVISED ❑ CANCELLATION ❑ COURTESY TYPE OF PROJECT (CHECK ONE ONLY): ❑ DEMOLITION ❑ RENOVATION ❑ ROOFING IF DEMOLITION, WAS IT AN ORDERED DEMOLITION? ❑ YES ❑ NO IF RENOVATION: File # IS IT AN EMERGENCY RENOVATION OPERATION? ❑ YES ❑ NO IS IT A PLANNED RENOVATION OPERATION? ❑ YES ❑ NO Process # Miami -Dade DERM Air Section 33 S.W. 2nd Avenue, Suite 9 -223 Miami, Florida 33130 -1540 Facility Name Address City State Zip County Site Consultant Inspecting Site Building Size (Square Feet) # of Floors Age in Years Prior Use: School /College/University Residence Small Business Other Present Use School /College /University Residence Small Business Other II. Facility Owner Phone ( ) Address City State Zip III. Contractor's Name Phone ( ) Address City State Zip Florida Licence No. Is the contractor exempt from licensure under section 469.004(7), F.S.? ❑ YES ❑ NO Demo /Renovation (mm /dd /yy) Start: Finish: Strip and Removal Wet Method Glove Bag * Dry Method Bulldozer Explode Wrecking Ball Burn Down OTHER: * MUST OBTAIN PRIOR DERM APPROVAL BEFORE USING A DRY METHOD VI. Procedures for Unexpected RACM: VII. Asbestos Waste Transporter: Name Phone ( ) Address City State Zip VIII. Waste Disposal Site: Name Class Address City State Zip IX. Amount of RACM or ACM X. Fee Invoice Will Be Sent to Address in Block Below: ( Print or Type) I certify that the above information is correct and that an individual trained in the provisions of this regulation (40CFR Part 61, Subpart M) will be on -site during the demolition or renovation and evidence that the required training has been accomplished by this person will be available for inspection during normal business hours. Name of Owner / Operator / PRINT (Signature of Owner /Operator (Date) (Contact Phone #) DERM USE ONLY Postmark/Date Received ID# Instructions The state asbestos removal program requirements of s. 376_60' F.S., and the renovation or demolition notice requirements of the Nationa Ernsson Standards for Hazardous Air Poflutants (NESHAPL 40 CFR Part 61, Subpart M, as emoodied n Rue 6Z'257,F.A.L are included on this form. Check to indicate \vhether this notice is an original, a revision„a cancellation, or a courtesy notice (i.e., not required by law). If the notice is a revision, please specially indicate the entries which have been changed or added. Check to indicate whether the project is a demolition or a renovation. If the demolition was ordered by the State or local government agency, in addition to the information required on the form, the owner/operator must provide the name of the agency ordering the demolition, the tdle of the person acting on behalf of the agency, the authority for the agency to order the dernoiition, ihe date of the order, and the date ordered to beg;n. A copy of the order mut also be attachecl 10 rhe notification. If the renovation is an emergency renovation operation, in addition to the information required on the form, the owner/operator must provide the date and hour the emergency occurred, the description of the sudden, unexpected event, and an explanation of how the event caused unsafe conditions or would cause equipment damage or an unreasonable financial burden. If the renovation is a planned renovation operation, the notice is effective for a period not to exceed a calendar year of January l through December 31. [orriplae the facility description 5eoion where the renovation ordemotitionis scheduled, The address will beused by the Department inspector to locate the project site. Provide the name of the consultant or firm that conducted the asbestos site survey/inspection, For "prior uSe" and "present" check the appropriate box to indicate whether the prior or present eiiw of the facility is that of a school, college, or university; residence as "residential dwe|6oA^ is defined in Rule 62-257,200 Complete the facility owner information. Ui Complete the contractor in6 vmahon^( However, having anvwa |xenie is mxrequ/md compIy wiql the omur mwoirenents) List separately the scheduled start and finish dates(month/day/year) for both the asbestos remoya|po,tion of the p j t and the renovation or demolition portion of the project,. � c:heck the methods and procedure to be used.tNote: The N[SELAP for asbestos, which is adopted and incorporated byrefer ence in Rule 62-204.800 F.A.C., requires obtaining Department approval prior to using a dry removal method.) Vi Describe the procedures 10 be used in the event unexpecred RACM is found or previously nrnfhaWe asbestos material becomes crumbled, pulverized, or reduced to powder after start of the project. \/[|- Complete the asbestos waste transporter information. VIII. Complete the waste disposal site information. IX. List the amount of RACM or ACM of each type o asbestos to he rernoved, (Note: A volume measurement of facility components is only permissible if the length or area could not be measured pre.viously.) X. Provide the address where the Depaqment is to send the invoice for any fee due, Do nol send a fee with the notification. The fee will be calculated by ihe Department pursuant to RuIe 62 F.A.C. Sign the forrn and mad the original kJ the district cv local ail program having jurisdiction in the county where the project is scheduled (D(} NOT FAX). he correct address can be ot8aiord by contacting the State Asbestos Coordinator at: Department of Environmental Protection, Division of Air Resources Management, 2600 Blair Stone Road, Tallahassee, FL 32399-2400. - GEC■ECHNICAL ENVIRONMENTAL HYDROGEOLOGY ASBESTOS Miami, May Dv c Mr. Jim Obenour OBENOUR ROOFING 9301 Park Drive, Suite A101 Miami Shores, FL 33138 Re: Barry University - Farrell Building 11300 NE 2n Avenue Miami Shores, FL Dear Mr. Obenour: _iii ^�M Mai hoar.IANTsAr. n161 _� MINIM , � ' '!` n= \III R1 NER11/1 ATECH ENGINEERING CORP. Pursuant to your request; DYNATECH ENGINEERING CORP., conducted an Asbestos Roof Survey on May 18, 2000 at the above referenced project. The purpose of our inspection was to secure bulk samples for analysis to determine the presence of Asbestos Containing Materials in the proposed renovation area. Access to the interior underside of the roof was not provided and is not part of this survey. The scope of our inspection covered the following areas: A- Roof at the above referenced project. (see attached plan) Based on our laboratory analysis; it was evident that no asbestos fibers were found in the secured bulk samples. This inspection report is the results of a diligent search of the facility for asbestos containing building materials (A.C.B.M.). All analyzed samples were readily available to our surveyor. We do not claim to have identified all of the Asbestos Containing Building Material present in the facility. If in the course of a renovation or demolition activity, suspect materials become exposed, all activities should immediately cease and the suspect material brought to our attention for evaluation and recommendations. It has been a pleasure serving you at this phase of your project and look forward to do so in the near future. Sincerely yours, Of / urs, Wissan1 P.E. DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 Asbestos Consultant No. EA 0045 TESTING LABORATORIES DRILLING SERVICES INSPECTION SERVICES ROOFING 750 West 84 Street, Hialeah, FL 33014 -3618 o Phone (305) 828 -7499 ® Fax (305) 828 -9598 Date Client Project . Surveyor No. Sample Type DYNATECH ENGINEERING CORP. ASBESTOS SAMPLING REPORT 750 W. 84th Street, Hialeah, FL 33014 05 -18 -00 OBENOUR ROOFING Property @- Farrell Building -11300 NE 2' Avenue, Miami Shores, FL : 7ME0209920031R By: C.G. . Bulk Samples Analysis: P.L.M./D.S. F = Friable NF = Non Friable NAD = No Asbestos Detected CHRY = Chrysotile Condition G = Good D = Damaged S = Significantly Damaged Approximate Amount Condition Potential for Damage 1 2 3 4 5 6 7 8 9 10 NW side roof SW side roof N. side roof S. side roof NE side roof E. side roof SE side roof N. side roof NW side roof NW side roof Flat cement roof tiles wood deck adhered with mortar to a Flat cement roof tiles wood deck adhered with mortar to a Flat cement roof tiles wood deck adhered with mortar to a Flat cement roof tiles wood deck adhered with mortar to a Flat cement roof tiles wood deck adhered with mortar to a Flat cement roof tiles wood deck adhered with mortar to a Flat cement roof tiles wood deck adhered with mortar to a Flat cement roof tiles wood deck adhered with mortar to a Field membrane over concrete deck Aluminum coated roof system over concrete deck 4600 sq.ft. N/A N/A N/A N/A N/A N/A N/A 672 sq.ft. 180 sq.ft. X X X X X X X X X X G/L G/L G/L G/L G/L G/L G/L G/L G/L G/L Analyzed by: Nick DYNATECH ENGINEERING CORP. NIOSH 582 Cert. #7ME090203003DS Potential For Damage L = Low M = Medium H = High NAD NAD NAD NAD NAD NAD NAD NAD NAD NAD © 0 FARRELL. '72:vLt.DtNG Dynatech Engineering Corp. Client: p$Nou acz,tviN3 Project: ktbo . PNE.rWs Kitkett sHdREIS. Gt.tatip Scale: N.T.S.• Date: 16,411.( �,� '►� r r r Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Contractor's Name: NI11Q/ 1041 tt) ROOF CATEGORY Ed (Low Slope Application) ❑ (Nail -On Tile) - g (Mortar- Adhesive Set Tile) ❑ (Asphalt/Fiberglass Shingles) ❑ ( Metal Roofs \Wood Shingles & Shakes) ❑ (Other) R OOF TYPE ❑ New Roof dRe- rooting ❑ Recovering ❑ Repair ❑ Maintenance Flat Roof Area (ft D 6 2 Sloped Roof Area (ft 45? b Total (if) 6 qO Master Permit No. Exposure category (per ASCE 7 -88): e- Building Classification category (per ASCE7 -88 table 1): I Ft. A v Ft. A v Deck type: WOcLL pJ A IV l( ATTACHMENT Fastener Type: SPACING • Field: j Perimeter: w r: DETAIL 1 & 2 ROOF HEIGHT AND SYSTEM DETAILS (Draw details as needed) Job Address: ) l 300 Ng all G Q.r (610frie t - r 1 r r -4 r - -t r N ROOF PLAN Vest Motion AAr1113tair 1 Appendix "E" . UNIFORM ROOFING PERMIT A PPLICA'-1ON PROCESS No. pi.t< I 40001 1111011. D E T A I L 3 $LOPED SYSTEM DESCRIP77ON TILE CALCULATIONS (Pm 1: x A (Aaodyuaic Mi): _,.._ ) • Mg: ' M.,: _ jilf ri ( p m m c 2 : ; � e ) l rte: odyn rni. Mt�ua): • 1 ti ) • M _= - M . ' ' PCA: L . ti (Pascr.3: G J x 7k. (Aaodynumc Mnlupla): • PI _ ) • M . "' Me: >__ PCA: 1 ri rI? /s t u o k j 4 Z,eogJs # � t2p�r�d 90 AsTM �•` Muter -F Cc cibr rd ' h Page-2 ATV. MMENTS REQUIRED 1) Fue I :rectory Listing Page 2) Dade `meaty Product Control Nouca of Aloe- Com Shea a) SF dfic System Description b) . Sdfic System Limitation c) Gc: .tral Limitations d) Ap disable Demi Drawings 3) Most* pal Permit Application 4) Other :omponcm Approvals MJAtvIi�AD PRODUCT CONTROL NOTICE OF ACCEPTANCE Monier Lifetile LLC 135 NW 20 St. Boca Raton Your application for Product Approval of: Atlantis Shake and Slate Flat Profile Tile under Chapter 8 the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami•Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or meter-al at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of 1;uch testing will be incurred by the manufacturer. Acceptance No.: 99- 1012.07 Expirc:J:12 /16 002 Approved:12 /30/1999 FL 33431 (Revises No.: 98- 0604.01) MIAMI -DADE COUNTY, FLORIDA METRO -DADS FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO•DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 35130 -1563 (305) 375.2901 FAX (305) 375 -290 CONTRACTOR LICENSING SECTION (305) 375 - 2527 FAX (305) 375.2558 CONTRACTOR ENFORCEMENT SECTION (305) 375 - 2966 FAX (305) 375 - 2008 PROOUCT CONTROL DIV1s1ON (305) 375-2902 FAX (305) 372 - 6339 Raul Rodriguez Chief Product Control Division THIS IS Th.E COVERSHI?ET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BYJILD1<NG_CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. rancisco Quintana, Director 1 of $ Miarni.Dade County Building Code Compliance Office 05/31/00 s T Lr1y: t�� MONIER LIFETILE V,C This revises a roofing system using Mother Lifetile Atlantis Shake & Slate Concrete Roof of Tate as manufactured Monier Lifetile LLC described in Section deo 1994 Edition for Acceptance, designed to comply with the South Florida Building as determined by Miami -Dade County. For the locations where � erequirements, obta by Calculations in SFBC Chapter 23, do not exceed the design pressure values compliance with RAS 127 using the values listed in section 4 herein- The attachment calculations shall be done as a moment based system. Category: Prepared Roofing Sub Category: Flat Profile Tile 2. PRODUCT DESCRIPTION Test Product NZanufa erred ec ;ticatian5 Product lion Apnlic4 1 Dimensions PA 112 Flat, interlocking, high pressure extruded concrete shake and slate roof tile equipped with two nail holes, For direct deck, mortar or adhesive set applications. PA 112 Accessory trim, Concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Monier Lifet.le Atlantis Shake and Slate Tile Trim Pieces Rainproof 11 I'ICL 1IMMMnllcni ACCEPTANCE No.: 99- 1012.0 APPROVED : December 30, 1999 1 XP1RES :December 16, 2002 NOTICE OF..ACCEPTA S N ,al4tt COND[ ION 1. 15" w 103!$" 1 ' /4" thick 1= varies *= varies varying thickness 2.1 Components or products manufactured by others Produt :t Ice and Watt r Shield Test Dimension Specifications 30" x 75' roll PA 104 36" x 75' roll or 60" x 75' roll 36" x 75' roll PA 103 2 Product pescri hart Single ply, nail•an underlayment with 2" self- adhering top edge. Self - adhering undo (ytagufnctat•cr protect -O -W rap, Inc. (with current NOA) W.R. Grace Co. OA) Frank Zuloaga, RAC R,ocfing Product Control Examiner +.lnn AA.t. VAA VV T A7-/.T r1,1Y AA i7T :T9 05/,31/00, tb10 RL11ETi ELAC oduct W Battens Tile Nails Tile Screws Roof Tile Mortar ( "TileTiterm' ) Roof Tile Mortar ("Quikretee Roof Tile Mortar #1140") Roof Tile Mortar ( "BONSAL ®t® Roof Tile Mortar Mix') Root' Tile Adhesive ( "PolyprotiO AH 160 ") 09:05 MEDITERRANEAN ROOF TILE 4 305 7588184 T CE OF ACCE ' _ NCB: ST Djmensiol s_ Vertical Min. I "x 4" PLIgfaara Min, 1 "x 4" for use with vertical battens or Mitt. 1 ":c 2" for use alone Min. 106:3" #$.c 2 �' /_" long 0.335" head dia. 0.131" shank dia. 0.175" screw thread dia. N!A N/A N/A N/A Test Specific to iQt>s_ Wood Preservers Institute LP — 2 PA 114 Appendix E PA 114 Appendix E PA 1� PA 123 PA 123 See PCA ACCEPTANCE No. :99- kf}12. 7 AP PROVED :December 30, 1999 EXPIRES :December 16, 2002 Ar r COt DITt0NS Product 13escri tion Salt pressure treated or decay resistant lumber battens Corrosion resistant screw or smooth shank nails Corrosion resistant, coated, ;.quare drive, galvanized, coarse thread wood screws Prepared mortar m designed] far mortar set roof tile applications. Prepared mortar mk designed for mortar set roof tile a pplications. Prepared mortar mi;t designed for mortar set roof tile applications. Two component polyurethane adhesive designed for adhesive set roof tile applications. Manufac generic generic generic Bermuda Roof Company, Inc. with current PCA Quikrete Construction Products with Current PCA W R. Bonsai Co. with current PCA Polyfoam Products, Inc. f rank 2ulolga, RRC Roofing Product Control Examiner 05/31/00 09:06 MEDITERRANEAN ROOF TILE 4 305 7568494 MONIER LIFETIL1r LLC Product Roof Tile Adhesive TileBond Hurricane Clip & Fasteners 3. LXMITATJONS TICF OF ACCEPT Test Dimensions Specifications Factory premixed See ?CA canisters Clips PA 1 t4 Min. '4" width Appendix E lvlin. 0.060" thick Clip Fasteners Min. &d x 1 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. ' 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with PA 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayrnents shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature, 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with chapter 29 of the SFBC. 3.7 May be installed on slopes 7 :12 and greater with a minimum of two screws. 4. INSTALLATION 4.1 Monier Lifetile Atlantis Shake & Slate Concrete Roof Tile and its components shall be installed in strict compliance with Miami Dade County Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Tile Profile Monier Lifittile Atlantis Shake & Slate Tile NCE: ST D RD CONDITION'S Table 1. Aerodynamic Multipliers - (ft 3 ) X (fit') Direct Deck Application 4 Product Description Manufacturer. Single component polyurethane foarn roof tile adhesive Corrosion resistant clips tivith corrosion resistant mils. HO. o2'8 ACCEPTANCE No, t 99- 1012.07 APPROVED :December 30, 1999 EXPIRES :December 16, 2002 Flexible Products (with current NOA) Generic -411111101.-" WINK ran ' u loAsa, R.R Rooting Product Control Exasfliner 9l_'14 - 05/31 /00 09:06 MEDITERRANEAN ROOF TILE -) 305 7588484 MONIER L21,1TIL .LLC Tile. Profile Tile Profile Monier Lifetile Atlantis Shake & $late Tile ACCEPTANCE No.: '9-1012 07 APPROVED :December 30, 1999 :December 16, 2002 EXPIRES NOTICE 0 TANCE: STAND ;~D 'rDITI Table 2: Restoring Moments due to Gravity - Ni,, (ft-lbf) 3 " :12" 4 " :12" 5 "x:12" 6., :12" 7 ":12" or ' greater Monier Lifetile Atlantis Direct Deck Direct Deck , Direct Deck Direct Deck DirectDeck Shake & Slate Tile 6.0 5.9 5,8 J 5.6 5.5 'cable 3: Attachment Resistance Expressed as a Moment - M1 (ft-lbf) for Nall -On Systems Fastener Type 2 -10d Ring Shank Nails 1-10d Smooth or Screw Shank Nail 1.1011 Smooth or Screw Shank Nail (Field Clip) 1.10d S om oth or Screw Shank Nail (Eave Clip) 2 -10d Smooth or Screw Shank Nails (Meld Clip 2 -lQd Smooth or Screw Shank Nails (Eave Clip) Direct Deck (min 15/32" plywood) Direct Deck (mint. 19/32" plywood) 38.1 9.8 18,8 35.5 31.9 31 65.5 _ 2 -10d Ring Shark Naits' 1 5 0.3 _ Installation with a 4" tile headlap and Easterners are located a min. of 2Y," from head of tile. Tile Profile Monier Lifetile Atlantis Shake & Slate Tile Adhesive 3 Sae manufactures component ap p r oval for ir stattation r Flexible Products Company TileSond Average weight per patty 13.9 grams. Pal yarn Product. Inc. Average weight par pa $ g ams. 5 31.3' rarik uloaga, RRC Roofing Product Control Examiner NO. 2128 Battens 17.2 49 7.4 18.2 24.4 24.2 22.1 34.8 32.2 48,3 Table 4: Attachment Resistance Expressed as a Mornent M, (ft-lbf) for Two Pa Adhesive Set Systems Tile Application Minimum Attachment Resistance • 05/31 /00 09:07 MEDITERRANEAN RUUI I tL.t ,�La:=1 r.Doo4o4 MONIER LIFETILE tLC NQTICE t'1F ACCErrAt IVDITIONS Table dA: Attachment Resistance Expressed as a Moment - Mr (ft -Ibf) for Single Patty Adhesive Set S stems Monier Wet' le Atlantis Shake & Slate Tile ct placement of 4$ of PolyPro""' addy placement of 24 grams of PolyPromt. ACCEPTANCE No. : 99- 1017.07 APPROVED : December 30, 1999 EXPIRES :December 16, 2002 Minimum Attachment Resistance Attachment Resistance Wl, (ft -I bf) 'able 4B: Attachment Resistance Expressed as a Moment - for Mortar or Adhesive Set SyStems Tile Tile Profile Application Monier Lifet,le Atlantis Shake & Slate ` I " ile N�rtar Set 5. LABELING All tiks shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of' the following 6.1.1 This Notice of Acceptance. ti.1.2 Any other documents required by the Building Official or the South Florida )3uildino Code (S1; BC) in order to properly evaluate the installation of this system. !=rank Zuloaga, RRC Roofing Product Control Examiner LE.:-1/ Lies) ety MONIER LIFETILE LIC ACCEPTANCE No. : 99407.07 NOTICE OF ACCEPTANCE: STANDABD CONDITIONS OVERLAY rit.1)1 IERRHNERN ROOF TILE 4 305 7583484 • PROFILE DRAWINGS r ... S.4.:**••4 .• 41011 4 6 • VIATSALOOK 11j2" ......... 7 APPP.OVED :December 30, 1999 EXPIRES :Deeember 16, 2002 lIa 1 6 i /8 " • S .. .4 • MONIER LIFET(LE ATLANTIS SHAKE & SLATE CONCRETE ROOF TILE Frank Zuloaga, RRC Roofing Product Control Examiner t 028 DO7 05/31/00 09:08 MEDITERRANEAN ROOF TILE -> 305 • IVIOUTIER LIFETILEL,LC ACCEPTANCE No.: 99-1012.9 APPROVED :December 30, 1999 EXPIRES :December 16, 2002 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently 'labeled with the manufacturer's name, city, state, and the following statement: "Miami-Dade County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. 'there has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. IF the Acceptance holder haS not complied with all the requirements of this acceptance. including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and /or manufacture of the product or process shall autom:.tically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance 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 Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A cop•► of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 1' azyrICE OF AC ACE,P1_,.:.$1..-IN.P..A.RD C„CNDITIQNS 9. This Notice of Acceptance consists of pages 1 through 7 and this last page 8. END OF THIS ACCEPTAN 8 Frank Zuloaga, RAC Roofing Product Control Examiner NO. 028 D0E PRODUCT CONTROL NOTICE OF ACCEPTANCE GAF Materials Corporation 1361 Alps Road Wayne, NJ 07470 Your application for Product Approval of: GAF Ruberoid® Modifed Bitumen Roof Systems for Concrete decks under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Factory Mutual Research Corporation, Underwriters Laboratories, Inc., and Exterior Research & Design, LLC Trinity Engineering has been recommended for acceptance by the Building Code Compliance Office to be used in Dade County, Florida under the specific conditions set forth on pages 2 -61 and the standard conditions on page 62. This approval shall not be valid after the expiration date stated below. The Building Code Compliance Office reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Building Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The Building Code Compliance Office reserves the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.: 97 -0804.16 Renews No.: 95- 0330.06 Expires: 11/06/00 THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Office and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Charles Danger, P.E. v Director Building Code Compliance Dept. Approved: 11/06/97 Metropolitan Dade County 1 ' 1 Raul Rodriguez Product Control Supervisor Applicant: GAF Materials Corporation 1361 Alps Road Wayne, NJ 07470 PRODUCT CONTROL NOTICE OF ACCEPTANCE ROOFING SYSTEM APPROVAL Category: Membrane Roofing System Sub - Category: Built -up Roofing Type: Modified Bitumen Sub -Type: APP and SBS System Description GAF Materials Corporation has been manufacturing commercial roofing products for more than 100 years. GAF produces a wide range of roof products for built -up roofing systems. The modified bitumen products include both APP and SBS products in smooth, granule and fire rated versions. In addition, GAF offers two ply modified systems to meet the specification requirements for multilayer SBS modified specifications. GAF products are distributed through a wide network of roofing wholesale distributors throughout the South Florida area. GAF provides warranted systems over various insulated and non - insulated substrates, copies of which can be obtained from GAF and can be found in the Ruberoid Modified Bitumen Application and Specification manual published annually. GAF roof system assemblies have been extensively tested at Factory Mutual Research Corporation and Underwriters Laboratories. GAF modified bitumen membranes have been tested in compliance with ASTM D 5147 test requirements. Contact: William J. Woodring Director of Technical Services (973) 628- 4134 Page 2 of 62 Product Control No: 97 0804.16 Product Control No.: 97- 0804.16 Approval Date: November 6, 1997 Expiration Date: November 6, 2000 Frank Zuloaga, Roofing Product Control Examiner Membrane Type: SBS Deck Type 3: Concrete Decks, Non - insulated, New Cdnstruction Deck Description: 2500 psi structural concrete or concrete plank System Type D(4): Base sheet adhered with approved asphalt. All General Limitations shall apply. Base Sheet: Ply Sheet: Membrane: • Install one ply of GAFGLAS® #75, GAFGLAS #80 UlltimaTM Base Sheet, GAFGLAS® PLY 4 ®, GAFGLAS® PLY 6 ®, GAFGLAS FlexPly TM 6, RUBEROIDTM Modified Base Sheet or RUBEROID® 20 directly to the primed deck. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20-40 lbs./sq.. (Optional) one or more plies of GAFGLAS® PLY 4® or GAFGLAS® PLY 6® or GAFGLAS FlexP1yTM 6 ply sheets 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 ply of RUBEROID MOP Smooth, Ruberoid® Mop Granule, RUBEROID ULTRACLADTM, Ruberoid® Mop 170 FR, Ruberoid® Mop Plus Granule, Ruberoid® Mop FR, RUBEROID ULTRACLADTM , Ruberoid® 30 or Ruberoid® 30 FR adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsisq.. Surfacing: (Optional, required over RUBEROID MOP Smooth) Install one of the following: 1. Gravel or slag applied at 400 Ibisq. and 300 lb./sq. respectively in a flood coat of approved asphalt at 60 Ibisq. 2. GAFGLAS Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 16s/sq.. Maximum Design Pressure: -457.5 psf Maximum Fire • Classification Class 'A'; see General Limitation #2. Maximum Slope: 1:12; see General Limitation #3. Specification No.: Page 45 of 62 Product Control No: 97- 0804.16 /�i rank Zuloaga, Roofing Product Control Examiner Product GAF Asphalt Concrete Primer GAF Mineral Shield® Granules GAF WeatherCoat® Emulsion GAF Premium Fibered Aluminum Roof Coating GAF Jetblak All Weather Plastic Cement GAF Aluminum Emulsion GAF Aluminum Roof Paint GAF Built -Up Roofing Asphalt GAFGLAS® #75 GAFGLAS #80 UltimaTm Base Sheet GAFGLAS Ply 6® GAFGLAS FlexPlyT""6 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT Test Dimensions Specification 5, 55 gallons ASTM D 41 60 lb. bags ASTM D 1863 5 gallons ASTM 1227 1, 5 gallons ASTM D 2824 Fibered aluminum coating. 1, 5 gallons 5 gallons 5 gallons 100 Ib. cartons, bulk ASTM D 3019 ASTM D 3409 ASTM D2824, Type I ASTM D312, Tpyes I, II, III and IV 3 sq. roll ASTM D 4601 75 Ib. roll 2 Sq. Roll ASTM 04601 70 IbsJroll 5 sq. roll ASTM D 2178 45 Ib. roll 5 sq. roll ASTM D 2178 45 lb. roll Page 4 of 62 Product Control No: 97- 0804.16 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. GAF Mineral Shield® Granules shall be used for flashing applications only. Surface coating for smooth surfaced roofs. Refined asphalt blended with a mineral stabilizer and fibers. Permits adhesion to wet and dry surfaces. Mineral colloidial bituminous emulsion with reflective aluminum flakes Non - fibered. iluminum pigmented, asphalt roof coating Interply mopping and surfacing asphalt Asphalt impregnated and coated glass mat base sheet. Asphalt impregnated and coated, fiberglass base sheet Type VI asphalt impregnated glass felt with asphalt coating. Type VI a9 0i't, g ass with asphalt eat�ir Frank Zuloaga, Roofing Product Control Examiner Product Ruberoid® Torch Smooth Ruberoid® Torch Plus (Granule) Ruberoid® Torch Granule Ruberoid® Torch FR Ruberoid® Mop Plus (Granule) Ruberoid® Mop FR Ruberoid® 20 Ruberoid® 30 Ruberoid® 30 FR Ruberoid® Mop 170 FR Vent Stacks (metal and plastic) Test Dimensions Specification 1 sq. roll 87 lbs. % sq. roll 93 lb. roll 1 sq. roll 102 Ib. roll 3/4 sq. roll 90 lbs. 1 sq. roll 102 lbs. 1 sq. roll ASTM D 5147 105 lbs. 1.5 sq. roll 95 lbs. 1 sq. roll 92 lbs. 1 sq. roll 92 lbs. 1 sq. roll 103 lbs. ASTM D 5147 ASTM D 5147 ASTM D 5147 ASTM D 5147 PA 100(A) ASTM D 1929 ASTM D 635 Page 8 of 62 Product Control No: 97- 0804.16 Product Description Heavy duty, polyester reinforced, asphalt modified bitumen membrane. Heavy duty, polyester reinforced, asphalt modified bitumen membrane. Asphalt impregnated, coated felt, surfaced with mineral granules. Non -woven polyester mat coated with fire retardant polymer modified asphalt surfaced with mineral granules. ASTM D 5147 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 surfaced with mineral granules. ASTM D 5147 SBS modified asphalt base sheet reinforce with a glass fiber mat. ASTM D 5147 Non woven fiberglass mat coated with „ polymer modified asphalt and surfaced with mineral granules. ASTM D 5147 Non woven fiberglass mat coated with fire retardant, polymer modified asphalt and surfaced with mineral granules. ASTM D 5147 Non -woven polyester mat coated with fire retardant polymer modified asphalt 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. ran Zuloaga, Roofing Product Control Examiner GENERAL LINIITATIONS Page 59 of 62 Product Control No: 97- 0804.16 1 All asphalt shall comply with ASTM D 312 type III or type IV requirements, and approved by applicant. 2 Fire ratings are determined by a combination of slope, deck type and assembly. Refer to current Underwriters Roofing Materials Directory or other fire testing data listed in the testing file. Fire ratings shall be in strict compliance with Sections 3401.5 and 3401.6 of the South Florida Building Code. 3 Maximum slope range shall vary for ' each system; consult current Underwriters Laboratories Roofing Materials Directory and manufacturer's specifications for compliance with design criteria for each project. 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 may be applied using spot mopping with approved asphalt, 12" diameter circles, 24 "o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbsJsq. Note: Spot attached systems shall be limited to a maximum design pressure of .45 psf except where GAFGLAS® STRATAVENT® Perforated is used, the maximum design pressure is limited to — 90psf.. 5 All work shall be performed by a contractor licensed to do roofing work in Metro - Dade County. Contractor shall be familiar with the details and specifications published by the manufacturer, and the requirements of the SFBC. 6 The submission of system specifications and details shall accompany the Section II Building Code Permit. This information is available in the publications listed in the 'System Description' of this Product Control Approval. The submission of these documents, as well as the proper application and installation of all materials shall be the sole responsibility of the contractor. 7 Perimeter and corner areas shall comply with the enhanced uplift pressure of these areas, as calculated in compliance with Chapter 23 of the South Florida Building Code. Fastener densities shall be increase for both insulation and base sheet as needed calculated in compliance with Metro -Dade County Roofing Application Standard PA 117. (When this limitation is specifically referred within this NOA, General Limitation #20 will not be applicable.) Prat Zuloaga, Roofing Product Control Examiner Product Control No: 97- 0804.16 8 All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform with Metro-Dade County Roofing Application Standard PA 111 and the wind load requirements of Chapter 23 of the South Florida Building Code. 9 Flashings shall be installed according to the manufacturers standard details, and may be applied in cold application adhesive, approved asphalt or may be applied in conjunction with an approved torch applied modified bitumen membrane. Specific details, approved by the manufacturer, shall be submitted with the Section II Permit Application. All details shall comply with the provision of the South Florida Building Code. 10 Fastener spacing for base sheet attachment is based on a Minimum Characteristic Force (F') value as tested in compliance with Metro-Dade County Protocol PA 105. If the fastener values as tested are below those listed in the System Limitations, a professional engineer may submit a revised fastener spacing utilizing the withdrawal resistance value taken from a Metro- Dade County Protocol PA 105 test report and calculations that comply with the wind load requirements of Chapter 23 of the South Florida Building Code and Roofing Application Standard PA 117. 11 Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with PA 105. If the fastener value, as field tested, are below 275 lbf. insulation attachment shall not be acceptable. 12 Asphalt moppings shall be with applied with approved asphalt and shall be in compliance with equiviscous temperature (EVT) methods of asphalt determination. Asphalt containers or bulk tickets shall indicate an EVT, finished blowing temperature (FBT) and flash point. Asphalt types and temperature ranges shall be in compliance with Subsection 3403.4(a)(3) of the South Florida Building Code. 13 Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs.sq., or mechanically attached using the fastening pattern of the top layer. Refer to manufacturer's literature and/or the NRCA Roofing and Waterproofing Manual for correct application procedures of insulation panels in approved asphalt or adhesive, which shall comply with provision of Roofing Application Standard PA 117. 14 All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 15 In re- covery/re- roofing applications, prior to the application, all existing roof surfaces used as a bonding substrate shall be tested in compliance with Metro-Dade County Protocol PA 124 for uplift resistance. Test pressures shall be calculated in compliancjwith- the wind load requirements of Chapter 23 of the South Florida Building Code to th - a ; :0- pressureoRf the roof. Page 60 of 62 uloaga, Roofing Product Control Examiner 16 In re- roofmg applications, moisture content in an existing roof must be in compliance with Section 3401.10(m), (n) of the South Florida Building Code. 17 Roll good materials shall be stored on end and on a clean, flat and dry surface. 18 If required, any Factory Mutual Approved vapor barrier in conjunction with proprietary or approved adhesives may be used prior to the application of the insulation layer. 19 Consult current Underwriters Laboratories Directory for the appropriate coating for each roofing assembly to obtain the required fire rating. The assembly shall be installed in strict compliance with sections 3401.5 and 3401.6 of the South Florida Building Code for maximum fire classification. 20 The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) Page 61 of 62 Product Control No: 97- 0804.16 Zuloaga, Roofing Product Control Examiner GAF Materials Corporation 1361 Alps Road Wayne, NJ 07470 1 Product Control No: 97- 0804.16 ACCEPTANCE NO.: 97- 0804.16 APPROVED: November 6, 1997 EXPIRES: November 6, 2000 NOTICE OF ACCEPTANCE STANDARD CONDITIONS Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2 Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Metro-Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3 Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4 Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5 Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6 The Notice of Acceptance number preceded by the words Metro -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7 A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all times. The copies need not be resealed by the engineer. 8 Failure to comply with any section of this Acceptance'shall be cause for termination and removal of Acceptance. 9 This Acceptance contains pages 1 through 62 END OF THIS ACCEPTANCE Page 62 of 62 `FratOc � uloaga, Roofing Product Control Examiner ROOF COVERING MATERIALS (TEVT) 1999 Roofing Mate ROOFING SYSTEMS (TGFU)— Continued Deck: NC Incline: 1/4 Foam: "Poly -Iso" or "Poly -Iso Special" with "Polyfoam 251" or "Polyfoam 303 ", 1 in. min. Base Coat: One or two applications "Gacoflex UB- 7050 ", applied at 1 al/sq/application or three applications, applied 1 -1/4 gal/RI/application 16 -32 dry mils). urfacing: "Gacoflex UA -65" Series (various colors), applied 1 gal /sq (12 .dry mils). Deck: NC Incline: 1/2 Foam: "Poly -Iso" or "Poly -Iso Special" with "Polyfoam 251" or "Polyfoam 303 ", 1 in. min. Base Coat: One or two applications "Gacoflex UB- 7050 ", applied at 1 gaysq/application or three applications, applied 1 -1/4 gal /sq/application 1 (16 -32 dry mils). urfacing: "Gacoflex UA -60" Series (various colors), applied 1 gal /sq (15 dry mils). Deck: NC Incline: 2 Foam: "Poly -Iso" or "Poly -Iso Special" with "Polyfoam 251" or "Polyfoam 303 ", 1 in. min. Base Coat: "GacoSil S- 1000 ", applied at 1 gal /sq (10 dry mils). Surfacing: "Gacoflex S- 1000 ", applied at 1 gal /sq (10 dry mils). Deck: NC Incline: 1 Foam: "Polyfoam 251" or "Polyfoam 303 ", any thickness. 'Surfacing: "Gacoflex Ure- Shield 7007 ", 40 dry mils. Deck: NC Incline: 2 Foam: "Polyfoam 275 ", any thickness. `Base Coat: "Gacoflex A- 6211 ", 1 -1/2 gal /sq (14 dry mils). Surfacing: "Gacoflex A- 6200" series (various colors), 1 -1/2 gal /sq (14 dry mils). Deck: NC Incline: 2 Foam: Polyfoam 251, "Polyfoam 275" or "Polyfoam 303 ", any thickness. Base Coat: One or two applications "Gacoflex UB- 7050", applied at 1 gal/sq. /application (16 -32 dry mils). Surfacing: One application of "Gacoflex A -55 Series" (various colors), applied at 1 -1/2 gal /sq. (15 dry mils). Deck: NC Incline: 1/4 • Foam: "Polyfoam 251 ", "Polyfoam 275" or "Polyfoam 303 ", any thickness. Base Coat: "Gacoflex UB -64," applied at 1 -1/2 gal /sq. (18 dry mils). Trowel Coat: 30/60 mesh crushed walnut shells mixed at a rate of 5 lb /gal with "Gacoflex UB -64," applied at 1 -1/2 gal /sq or "Gacoftzx UB -64 ", applied at 1 -1/2 gal /sq (18 dry mils) followed by the broadcast application of 30/60 mesh crushed walnut shells applied at 7 -8 lb /sq. Surfacing: "Gacoflex U -66 ", applied at 1/2 gal /sq. (6 dry mils). GAF MATERIALS CORP R1306 1361 ALPS RD, WAYNE NJ 07470 ;'RUBEROID 20" or "RUBEROID Modified Base Sheet" may be utilized as an 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) Georgia -Pacific 'Dens- Deck ®" overlayment board may be used in any existing noncombustible Classification. When this is done, the resulting roofing system is kfeptable for use over combustible (15/32 in. min) roof decks. The joints in ,the gypsum board and overlayment board are offset 6 in. with the joints in the deck. If polystyrene is part of the roof system, it must be placed below the derlayment board. multiple plies of "GAFGLAS Ply 4" or "Ply 6" may be adhered to Inns-Deck" in hot asphalt. `'GAFGLAS Stratavent Nailable Base Sheet" may be mechanically attached or tot mopped over noncombustible decks and as a recover over existing roof systems. 'GAFGLAS Perlite Insulation may be utilized as a cover board over "EVERGUARD" elation in any of the following systems. ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT e G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet" or "GAFGLAS Premimum Base Sheet ") is a suitable alternate for Type G1 asphalt On 'fiber ply sheet ( "GAFGLAS Pty 4" or "GAFGLAS Ply 6 ") in the Class A, B or C roof stems indicated below. 'dhe roof deck may first be covered with a Type G2 asphalt glass mat base sleet "GAFGLAS Stratavent (Vent -Ply) perforated" or "GAFGLAS Stratavent (Pent -Ply) for nailable decks ". Perforated to be mopped and nailable to be iechanically attached granule side down. As an option Type G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet", "GAFGLAS #80 Premium Base Sheet" or "GAFGLAS Stratavent (Vent -Ply) imitable decks ") may be substituted for 61 asphalt glass fiber ply sheet ('GAFGLAS Ply 4" or " GAFGLAS Ply 6 ") as the nailed base ply in the following erStems. ;Bottom ply or base sheet may be solid mopped, spot mopped or mechanically tened. llnless otherwise indicated, all insulations may be hot mopped or mechanically (dstened. .systems Directory LOOK FOR THE UL MARK ON PRODUCT ROOF COVERING MATERIALS (TEVT) 141 ROOFING SYSTEMS (TGFU) — Continued " GAFGLAS Flashing" or "Ruberoid" may be used for flashing in any of the Class A, B or C systems Listed below. When "perlite" is referenced, this includes "GAFTEMP PERMALITE®" or any other UL Classified perlite insulation. Crushed stone or slag are suitable alternates for gravel in any of the Class A, B or C systems listed. Structural cement fiber building units are considered suitable to be included as a deck in the following Class A, B or C systems listed over C -15/32 or NC. 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 acceptable alternate for insulation over C -15/32 decks. The use of polystyrene insulation board between min 3/4 in. perlite board and deck with rosin paper (perlite /rosin paper /polystyrene /perlite) is a suitable alternate for isocyanurate board in the following Class A, B or C systems. "GAFTEMP Isotherm RA ", " GAFTEMP Tapered Isotherm RA" and "GAFTEMP Composite A" may be substituted for any isocyanurate insulation in any of the following Classifications. Trumbull "Perna Mop" may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt". GAFGLAS #80 Premium Base Sheet may be used in any of the following systems. Class A, B and C. Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. Class A 1. Deck: C -15/32 Incline: 3 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate; urethane, perlite / isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or-more layers Type G1 " GAFGLAS Ply 4" or "GAFGLAS Ply 6 ", hot mopped. Surfacing: Gravel. 2 . Deck: C -15/32 Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet Three or more layers Type 61 " GAFGLAS Ply 4" or "GAFGLAS PLy 3. 4. • 7. 8. 6 ". Cap Sheet One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet". Deck: NC Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber/isocyanurate composite, phenolic, 2 in. max. Ply Sheet Two or more layers Type 61 "GAFGLAS PLy 4" or " GAFGLAS Ply 6 ". Cap Sheet: One layer Type G3 " GAFGLAS Mineral Surfaced Cap Sheet". Deck: NC Incline: 1/2 Insulation: One or two layers "Isotherm R ", 4 in. max, hot mopped. Ply Sheet: Any UL Classified gravel surfaced Class A asphalt glass fiber mat system. eck: C -15/32 Incline: 1 Slip Sheet (Optional): Red rosin paper, nailed to deck. Base. Sheet One layer of Type G2 "dAFGLAS #75 Base Sheet" (may be nailed). Ply Sheet One or more layers of Type G3 "GAFGLAS Ply 4" or GAFGLAS Ply P Cap Sheet One layer of Type G -3 " GAFGLAS Mineral Surfaced Cap Sheet". Deck: NC Incline: 3 • Base Sheet One Layer of Type G2 " GAFGLAS #75 Base Sheet ". Ply Sheet One or more layers of Type 61 "GAFGLAS PLy 4" or GAFGLAS Ply 6 ". Cap Sheet One layer of Type G -3 " GAFGLAS Mineral Surfaced Cap Sheet; Deck: C -15/32 Incline: 2 Insulation: One or more layers perlite, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite /urethane composite, phenolic, 1.0 in. min (offset from plywood joints 6 in.). Base Sheet: One or more layers of Type 61, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). • Cap Sheet "GAFGLAS Mineral. Surfaced Cap Sheet", hot mopped. Deck: C -15/32 Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. ;ed`? ROOF COVERING MATERIALS (TEVT) ROOFING SYSTEMS (TGFU) — Continued (min) Georgia- Pacific "Dens Deck® Overlayment" are used directly UM deck with all joints staggered 6 in. (min) from plywood joints. _aAwapor barrior may be optionally installed under all systems utilizing GUARD" insulation. " EVERGUARD" insulation is an acceptable alternate tiny polyisocyanurate insulation of the following systems. GAFGLAS e may be used as an option over EVERGUARD insulation. GAFGLAS r tavent Perforated Base Sheet may be utilized as an additional ply in tithe following systems. Class A - Ballasted $-Dedu NC Incline: 2 Insulation: One or two layers "Isotherm R", any thickness, loose laid or mechanically fastened. Membrane: Any '1.1L Classified membrane used in a ballasted system. Surfadng: River bottom stone, 3/4 to 1 -1/2 in. diam, 1000 lbs /sq. Deck: C -15/32 Incline: 1/4 (NC -2) Insulation: Perlite, glass fiber or wood fiber, 3/4 to 1 -1/2 in. Membrane: "Ruberoid® Torch 1" (modified bitumen). Surfacing: Gravel at 400 lbs /sq, loose laid or concrete blocks, at 10 f. lbs /sq and spaced not more than 1/8 in. ,Deck: NC Incline: 3 Insulation (Optional): Perlite, glass fiber or wood fiber, 3/4 to 1 -1/2 in. Base Sheet (Optional): Type 15 asphalt organic felt or Type G2. Membrane: "Ruberoid® Torch 1" (modified bitumen). rSurfadng: Gravel. Deck: C -15/32 Incline: 1/4 Insulation (Optional): Perlite, glass fiber or wood fiber, any thickness. Membrane: "Ruberoid® Torch 1" (modified bitumen). Slip Sheet: 0.004 in. polyethylene (not UL Classified). Surfacing: 3/4 in. thick concrete with one layer of No. 10 Summerville Quarry file (or equivalent) grouted in place. Deck: NC Incline: 2 Insulation (Optional): Perlite, glass fiber or wood fiber, any thickness. Membrane: "Ruberroid® Torch 1" (modified bitumen). Surfacing: 3/4 to 1 -1/2 in. diam river bottom stone at 1000 lb /sq or concrete pavers weighing not less than 10 lb /sq ft and spaced not more ,: than 1/8 in. Deck: NC Incline: 3 - Insulation: a)Polystyrene, 2 in. max, b)Isocyanurate, any thickness, laid loosely. Membrane: "EverGuard SR" or "EverGuard FB ", 40 -100 mil (TPA), Laid loosely. Surfacing: River bottom stone (3/4 - 1 -1/2 in. diam) at 1000 lb /sq or concrete roof pavers. Class A - Fully Adhered 1.', Deck: NC Incline: 1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber / isocyanurate composite, phenolic, any thickness. Base Sheet (Optional): One or more layers Type 01, G2 or G3. Membrane: One or more layers "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Surfacing: Gravel. 400 Lbs /sq, loose laid or applied in a flood coat of hot roofing asphalt. 2: Deck: NC Incline: 1/2 Base Sheet (Optional): One or more layers Type 01, G2 or G3. Membrane: One or more layers "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Coating: Karnak No. 97, 1 -1/2 - 3 gal /sq. 3. Deck: NC Incline: 1/4 Insulation (Optional): One or more layers perlite, wood fiber, glass . fiber, any thickness. Base Sheet (Optional): One or more layers Type G1, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (granule) or "Ruberoid Mop Plus" (granule). Coating: Karnak No. 97, 1 -1/2 - 3 gal /sq. 4. Deck: C -15/32 Incline: 1/2 Insulation: One or more layers perlite, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite /urethane composite, phenolic, 1 -1/2 in. min thickness (offset from plywood joints 6 in.). Base Sheet One or more layers of Type G2 or G3. Ply Sheet (Optional): One or more layers of Type 01. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Surfacing: Karnak No. 97, 1 -1/2 - 3 gal /sq. 5. Deck: NC Incline: 1/2 1999 Roofing Materials and Systems Directory LOOK FOR THE UL MARK ON PRODUCT ROOF COVERING MATERIALS (TEVT) 143 ROOFING SYSTEMS (TGFU) — Continued Base Sheet (Optional): One or more layers of Type 01, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule). Surfacing Optional): Karnak "No. 97" or "169" at 1 -3 gal /sq or Grundy Ind. "20 F Emulsion" at 3 gal /sq. 6. Deck: C -15/32 Incline: 1/2 Insulation: One or more layers perlite, glass fiber, 3/4 in. min, isocyanurate, urethane, perlite /isocyanurate composite, perlite /urethane composite, phenolic, 1 -1/2 in. min. Base Sheet (Optional): One or more layers of Type Gl, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "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, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber / isocyanurate composite, phenolic. Base Sheet: Two or more layers of Type G2 or G3. Ply Sheet (Optional): One or more layers of Type G1. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Surfadng: 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, isocyanurate, urethane, perlite /isocyanurate composite, perlite /urethane composite, phenolic, 1 -1/2. in. min. Base Sheet (Optional): One or more layers of Type 01, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Surfacing: "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, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, phenolic, 1 -1/2 in. min. Base Sheet One or more layers of Type G2 "GAFGLAS #75 Base Sheet", hot mopped or mechanically fastened in place. Ply Sheet One or more layers of Type G1 " GAFGLAS Ply 4 ", hot mopped in place. Membrane: "Ruberoid Mop FR" (granule). Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal/sq or GAF Weather Coat Emulsion at 3 gal /sq. 10. Deck: C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, glass fiber, 3/4 in. min, isocyanurate, urethane, perlite / isocyanurate composite, perlite/ urethane composite, phenolic, 1 -1/2 in. min. Base Sheet One or more layers of Type G2 " GAFGLAS #75 Base Sheet ", hot mopped or mechanically fastened in place. Ply Sheet: One or more layers of Type 61 " GAFGLAS Ply 4 ", or " GAFGLAS Ply 6" hot mopped in place. Membrane: "Ruberoid Torch 170FR" (granule). Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal /sq or GAF Weather Coat Emulsion at 3 gat/sq. 11. Deck C -15/32 Incline: 1/2 Insulation: Isocyanurate, 2 in. min., wood fiber, perlite or glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheet One or more layers of Type G2 " GAFGLAS #75 Base Sheet", hot mopped or mechanically fastened in place. Ply Sheet (Optional): One or more layers of Type 01 " GAFGLAS Ply 4" or "Ply 6" hot mopped in place. Membrane: "Ruberoid Torch 170FR" (granule). Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal /sq or GAF Weather Coat Emulsion at 3 gal/sq. 12. Deck: C -15/32 Incline: 1/2 Insulation (Optional): Isocyanurate, perlite or glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheet One or more layers of Type G2 " GAFGLAS #75 Base Sheet", hot mopped or mechanically fastened in place. Ply Sheet One or more layers of Type G1 "GAFGLAS Ply 4" or "Ply 6 ", hot mopped in place. Membrane: "Ruberoid Torch 170FR" (granule). Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal /sq or GAF Weather Coat Emulsion at 3 gal /sq. 13. Dada NC Incline: 1/2 Insulation (Optional): Isocyanurate, wood fiber board, perlite, glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in. • -e I ♦ 6 - c • . 144 ROOF COVERING MATERIALS (TEVT) ROOFING SYSTEMS (TGFU) — Continued Base Sheet: One or more layers of Type G2 " GAFGLAS #75 Base Sheet ", hot mopped in place. Ply Sheet (Optional): One or more layers of Type G1 " GAFGLAS Ply 4" or "Ply 6" hot mopped in place. Membrane: "Ruberoid Torch 170FR" (granule). Surfacing (Optional): "GAF Fibered Aluminum Coating" at 1 -1/2 gal /sq or GAF Weather Coat Emulsion at 3 gal /sq. 14. Deck: NC Incline: 1/2 Insulation (Optional): Isocyanurate, wood fiber board, perlite, glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheet One or more layers of " GAFGLAS #75 Base Sheet ", hot mopped in place. Ply Sheet (Optional): One or more layers of "GAF GLAS Ply 4" or "Ply 6" hot mopped in place. Membrane: "Ruberoid Torch 170FR" (granule). Surfadng (Optional): GAF Weather Coat Emulsion applied aft 3 gal /sq or \GAF Fibered Aluminum Coating at 1 -1/2 gal /sq. 5. ck: C -15/32 Incline: 1/2 nsutation (Optional): Perlite, fiber glass, isocyanurate, urethane, perlite/ isocyanurate composite or phenolic,. Base Sheet One or more layers Type G2 53 sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers Type G1, hot mapped in place. Membrane: "Ruberoid Mop FR" or "Ruberoid Mop 170 FR" (granule} 16. Deck: C -15/32 Incline: 1/2 Insulation (Optional): Perlite, fiber glass, isocyanurate, urethane, perlite/ isocyanurate composite or phenolic, offset 6 in. from joints. Base Sheet One or more layers of Type G -2 or G -3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers of Type G -1, hot mopped in place. Membrane: One layer of "Ruberoid Torch" or "Ruberoid Mop" (smooth). Membrane: One layer of "Ruberoid Torch 170FR" or "Ruberoid Mop FR" (granule) 17. Deck: NC Incline: 1 Insulation (Optional): Perlite, fiber glass, wood fiber, isocyanurate, urethane, pertite /isocyanurate composite or phenolic. 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 G1, hot mopped in place. Membrane: One layer of "Ruberoid Mop FR" or "Ruberoid Mop 170 FR" (granule). 18. Deck: NC Incline: 1/2 Insulation (Optional): Perlite, fiber glass, wood fiber, isocyanurate, urethane, perlite /isocyanurate composite or phenolic. Base Sheet (Optional): One or more layers of Type G -2 or G -3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers of Type G -1, hot mopped in place. Membrane: One layer of "Ruberoid Torch" (smooth), "Ruberoid Mop" (smooth). Membrane: One layer of " Ruberoid Torch 170FR ", " Ruberoid Mop FR" or "Ruberoid Mop 170 FR" (granule). 19. Deck: NC Incline: 1/2 Insulation (Optional): One or more layers of perlite, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite or phenolic, any thickness. Base Sheet: One or more plies 61 or G2, hot mopped or adhered with Karnak Chemical Co. "No. 81" or Gibson -Homan "No 6160" cold applied adhesive at 1 -1/2 gal /sq. Membrane: One layer of "Ruberoid Mop FR" or "Ruberoid Mop 170 FR" (granule), hot mopped or adhered with Karnak Chemical Co. "No. 81" or Gibson -Homan "No. 6160" cold applied adhesive at 1 -1/2 gal /sq. 20. Deck: C -15/32 Incline: 1/4 Insulation: Polyisocyanurate, any thickness. Base Sheet "GAFGLAS #75" (Type G2), mechanically attached. Membrane: One or more plies of "Rubberoid Torch (smooth). Membrane: "Ruberoid Torch 170FR" (granule). 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 of Type G2 " GAFGLAS #75" or "Ruberoid 20 FR" base sheets, hot mopped or mechanically fastened. Membrane: One or more plies of "Ruberoid 30 FR" hot mopped in place. 22. Deck: C -15/32 Incline: 1 Insulation (Optional): Polyisocyanurate, wood fiber, perlite, or glass fiber any thickness, hot mopped or mechanically fastened. Base Sheet One or more plies of Type G2 " GAFGLAS #75" hot mopped or mechanically fastened. 1999 Roofing Materials and Systems Directory LOOK FOR THE UL MARK ON PRODUCT ROOF COVERING MATERIALS (TEVT) ROOFING SYSTEMS (TGFU) — Continued Ply Sheet: One or more plies of "Ruberoid 20" or "Ruberoid 20 FR ". hot mopped in place. 0 Membrane: One or more plies of "Ruberoid 30 FR ", hot mopped in place. Deck: C -15/32 Incline: 1/2 Insulation (Optional): Fiber glass or perlite, mechanically fastened. Base Sheet: One or more layers Type G2, hot mopped or mechanically fastened. Ply Sheet: Two or more layers Type G1, hot mopped or mechanically fastened. Membrane: "Ruberoid 30" or "Ruberoid Modified Cap Sheet 601 ", hot mopped in place. • 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, Type G2 or "Flex Base 60" (modified bitumen), mechanically fastened or adhered with hot roofing asphalt. Membrane: " Ruberoid® Torch 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 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 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), mechanically fastened or adhered with hot roofing asphalt. Membrane: "Ruberoid® Torch 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 isocyanurate/ urethane board, 2 in. max, mechanically fastened. Base Sheet Type G2 (modified bitumen), mechanically fastened or adhered with hot roofing asphalt. Membrane: "Ruberoid® Torch 1" (modified bitumen), heat fused. Surfacing: Monsey Products "Dura- White ", "Endure White Elastomeric Roof Coating" or "Pro -Grade White Elastomeric Roof Coating ", 3 gal /sq. 29. Deck: NC Incline: No limitation Insulation (Optional): Polyisocyanurate, urethane, glass fiber, perlite, wood fiber, any combination in any thickness, mechanically fastened or adhered with hot roofing asphalt. Base Sheet: Type G2 (modified bitumen), mechanically fastened. Membrane: " Ruberoid® Torch 1 ", heat fused. Surfacing: "Tuff-Corp" field mixed insulating coating composed of 6 -2/3 cu ft of perlite, 7 lb of'TC -500 Masterbatch ", 94 lb Portland cement and 17 gal of water spray applied to min 1/2 in. 30. Deck: C -15/32 Incline: No limitation Insulation (Optional): Polyisocyanurate, urethane, glass fiber, perlite, any combination in any thickness, mechanically fastened. Base sheet: Type G2 (modified bitumen), mechanically fastened or adhered with hot roofing asphalt. Membrane: " Ruberoid® Torch 1 ", heat fused. Surfacing: "Tuff-Corp" field mixed insulating coating composed of 6 -2/3 cu ft of perlite, 7 lb of'TC -500 Masterbatch ", 94 lb Portland cement and 17 gal of water spray applied to min 1/2 in. 31. Deck: NC Incline: 1/2 Insulation (Optional): Glass fiber, perlite, wood fiber, 1 in. max, mechanically fastened or adhered with hot roofing asphalt. Base Sheet: Type G2, mechanically fastened or adhered with hot roofing asphalt. Membrane: "Ruberoid® Torch 1" (modified bitumen), heat fused. Surfacing: Henry "No. 229 Asphalt Emutsion" at 1 gal /sq or GEO Industries "No. 929 Aluminum Emulsion" at 1 gal /sq. 32. Deck: NC Incline: 1/2 Insulation: Polyisocyanurate, glass fiber, perlite, wood fiber, hot mopped or mechanically fastened any thickness. Base Sheet Type G2, mechanically fastened or hot mopped. Membrane: " Ruberoid® Torch 1 ", heat fused in place. Surfacing: Henry, "Henry 520 Aluminum ", applied at 1 -1/2 gal /sq.