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1050 NE 93 St (9)BUILDING ELECTRICAL PLUMBING ROOFING Owner of Building Architect Contractor or Builder Legal Description Address of Building Lot ° PERMIT N? 9562 CONTRACTOR OR BUILDER MIAMI SHORES VILLAGE. Bl. Work to be performed under this Permit_ Subdi- vision FLORIDA Sq. Ft Value of Project $ DATE { 195j Contractor's . License No Amt. of Permit $ This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. Signed • BY INSPECTOR 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, servant or employee. BY AUTHORITY PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date Jan. 8,02JobAdd/ma.< 1050 N.E. 93 Street Tax Folio l4 -32.V 0 (2-c) L � Legal Description Historically Designated: Yes No � (p waei lL emee /T etta m Pros f e ro Herrera Master Permit # J) '01004. 33--?-. Owner's Address -1 050 N.E. 93 Street Miami Shores ContractingCo.Quality Roofing Contractor, Inc, Qualifier Carlos Arocho State # RC 0058627 Municipal # Competency # 17889 Ins. Co. Architect/Engineer Address Bonding Company Address f Mortgagor >g Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING CE SIGN ....53 `5A )/� /J- Faid ES✓ 76%ae,f°r. t. 1 -c4 WORK DESCRIPTION Tear off old roof to wood deck, replace rotted wood, tin lo w— 5 lb. ASTM felt, install galvanized eave drip and valley metals, mop typ: III asphalt one layer of 901b. ASTM felt installsan}ctFe- `1 31.ev, y,,lr 'olrt rtp i'.e with •.ly foam adhesive setting. Flat roof to tincap base, mop 2 "� insulation, op m••• ed. Square Ft 27 s q. T i l e 7 sq. Flat Estimated Cost (value) $ 14 , 0 0 0.0 0 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 ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. 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. Furthennore, I authorize the above -named contractor to do the work stated. Si Notary as to • - er and/or My Commission Expires: APPROVED: Mechanical RADON 7J 9 4/ Fit Zoning �/� 4 Building v�- • e L. • •:)579 . ;rooFr t j5 C.C.F. Phone 757 -2473 Address 13800 N.W. 1st Avenue SS# Phone 1 r- Builder Py MARYLOU HERNANDEZ MV COMMISSION # DD 060579 EXPIRES: October 10, 2005 ".lorded Thru Notary Public Underwriters �Pf p < Date Signature of Contractor or Notary as to C : ctor or Owner- Builder My Commission Expires: Date BOND - 3 t) 0 TOTAL DUE-5-43i t o g Plumbing Structural Engineer ®1 PAY TO THE ORDER OF Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 5/7/02 Applicant: PROSPERA V H A Owner: v o i r JOB ADDRESS: 1050 NE 93 O Local Phone: 305 - 751 -0382 1c) rr Parcel # 1132050150120 QUALITY ROOFING CONTRACTOR, INC. 13800N.W. 1ST AVENUE MIAMI, FL 33168 -4849 BankofAmerica® ACH FIT 063100277 FaR /L��v►u. t I . h _- 9 ' 5r. Legal Description: n ,, r';11 t. . t .) t:? 1,. HERRERA ST DATE iPe aria ? = ri ! Owner is Responsible for Maintenance of Contractor QUALITY ROOFING CONTRACTORS INC Contractor's Address: 13800 NW 1 AVE All Village* ittewalks as per Village of Miami Shores Code of Ordinances, Including Driveways, / R. Caused By Current Construction Activities. 5 53 42 BELVIDERE PARK PB 16 -71 LOT 4 & LOT 5 LESS W12.5FT BLK 3 LOT Fees: Description FEE2002 -2553 Building Fee FEE2002 -2554 CCF FEE2002 -2555 Buildier's Bond Total Fees: Amount $255.00 $8.40 $300.00 $563.40 Total Fees: $563.40 Total Receipts: $0.00 Permit Status: Approved Permit Expiration: 11/2/02 Construction Value: $14,000.00 Work: TEAR OFF OLD ROOF & INSTALL COLORTHRU TILE W /POLYFOAM ADHESIVE SETTING ALL TILES SAME COLOR ' S� t e- inspection II'0 L 7 29 711' 1:063000047 00 L 5 300 2 4 611' 63- 4/630:R. 6 17 - 1348 . I $ t 3.10 DOLLARS 8 MIAMI SHORES VILLAGE NOTICE ation herefor in strict compliance with all cations that may have been submitted to or if the plans are changed without msibility for a thorough knowledge of the tat he assumes responsibility for work done s pertaining thereto and in strict conformity sponisibility for all work done by either NO E OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. 1 I — 3 tQ SJ . 0 1 — U STATE OF 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 street. address: 2. Description of improvement: Reroof to a new Tile and Flat roof. 3. Owner(s) name and address: Interest in property: Owner 6. Lender's name and address: N /A Notary Public Print Notary's Name My Commission Expires Prosfero Herrera Name and address of fee simple titleholder: N/A 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: N/A Amount of bond $ 00 ig ture o Owner Print Owner's Name Ivos � .� ("1 . \ , c It Sworn to and subscribed before me this .2.0 day of 1050 N.E. 93 Street Miami Shores, Florida 33138 02R312681 2002 MAY 21 10:47 1050 N.E. 93 Street Miami Shores, Florida 33138 4. Contractor's name and address: Quality Roof Contractor, Inc. 13800 N.W. 1st Avenue Miami, Florida 33168 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: N/A 8. In addition to- himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: N/A 9. Expiration date of this Notice of Commencement: (the expiration date Is 1 year from the date of recording unless a different ate Is specified) STATE OF FLORIDA, COUNTY OF DADE I HEREBY CERTIFY that this is a , ue +, .y of the day of original f m this office on ► A D 20�-- n . WITNESS my hand HARVEY RU h rd gy --=_ , 20 O-Z nd Official Seal. cuiLLa d County (`putts 1A1> n ' D.O. Prepared by Carlos Arocho Quality Roofing Contract. Address: 1 3800 N . W . 1st Ave . Miami, Florida 33168 Contractor's Name: Lai .+- R,w,'ry„, � r Job Address: lost) A), F. 9 3 S Y ROOF CATEGORY ❑ (Nail -On Tile) G 4Iortar -Set Tile)* ❑ (Asphalt/Fiberglass Shingles) ❑ (Metal Roofs/Wood Shingles & Shakes) ❑ (Other) _/ ROOF TYPE ❑ New Roof 1�7 Re- roofing ❑ Recovering ❑ Repair ❑ Maintenance Flat Roof Area (ft I $ c ( Sloped Roof Area (ft a.75 y . Total (ft Master Permit Exposure category (per ASCE 7 -98): Q Building Classific tegory (per ASCE 7 -98): 2' lsd (Low Slope Application) FT ATTACHMENT FASTENER TYPE: I 1 1 y I aiS flea` I3 SPACING FIELD: 1 o.2.,PERIMETEiT:t O .L .CO FLORIDA BUILDING CODE — BUILDING ROOF HEIGHT AND SYSTEM DETAILS (Draw details as needed) DETAIL 18,2 SECTION 1525 HIGH VELOCITY HURRICANE ZONES UNIFORM PERMIT APPLICATION , NER: (i 1 0.L. r r r Metal Flashing a all change o9 Plane ROOF PLAN FIGURE 1525 f 15.37 Roof Slope: Y : 12 i High Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System) Roof System Manufacturer: Notice of Acceptance Number: 12 1Z Oto Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): Pmax1: - (17 to Pmax2: - )OD.tp Pmax3: - / O. t Maximum Design Pressure (From the NOA Specific System): (o _90 Deck Type: ype Underlayment: Insulation: Ridge Ventilation? Mean Roof Height: /3 Sloped System Description 1.0001 YLe Fire Barrier: I 30 Ib. RsTM 1 Pei Fastener Type & Spacing: cl p .c. I f��� Adhesive Type: ype Cap Sheet: Roof Covering: p e. W Ntoep:& Ptykr—( I 901,. Prsi, 0, s L, 5 C(t. St._,J'k. re Type & Size Drip dge: e c o c. ei } Where to Obtain Information Description Symbol Where to find Design I'ressurc 1'1 or I'2 or I'3 RAS 127' fable I or by an engineering analysis prepared by I'Li based on ASCII 7 Mean Roof I leight 11 Job Site Roof Slope 0 Job Site Aerodynamic Multiplier )< NOA Restoring Momcnt due to Gravity M, NOA Attachment Resistance M NOA Required Moment Rcsistancc NI, Calculated Minimum Attachment Rcsistancc I NOA Required Uplift Rcsistancc 1:, Calculated Average Tile Weight W NOA Tile Dimensions I+ length w•• width NOA All calculations must be submitted to the Ituilding Official at the time of permit application. M Required Moment Resistance' Mean Roof Height - . Roof Slope 4, 15' 20' 25' 30' 40' 2:12 30.7 33.4 35.7 37.7 40.7 3:12 28.7 31.3 33.4 35.2 38.1 4 :12 26.6 28.9 30.9 32.6 35.2 5:12 24.5 26.7 28.5 30.0 32.5 6:12 22.5 24.5 26.2 27.6 29.8 7:12 20.8 22.6 24.1 25.4 27.5 High Velocity Hurricane Zone Uniform Permit Application Form ' Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compared the values for M with the values from Mr. I f the M values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" ( - -19. x X .,299 = )-M 5,c10 =m„ Lig NOA Mr 6,(.70 - /004, xX .,Lq7 = 9 ) - Mg: S_rt.0 =M,,j3 NOA M lof•90 (I'3:- /oD.l x. ,2Q) _)' .$3 ) -Mg: y -ct O =Mr,t ?5t' NOA Mr 1.nl_r9. Method 2 "Simplified Tile Calculation Per "fable Below" Required Moment of Resistance (M,) Front Table Below NOA M *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F' with the values for F If the F' values arc greater than or equal to the F values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations I'er RAS 127" (P : x I: = x w: = ) - W: x cos 0: = F NOA F' (P x I: = x w: = ) - W: x cos 0: = F NOA F' = • x w: = ) - W: x cos 0: - F NOA 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. 11. Aesthetics - Workmanship: The workmanship provisions of Chapter 34 are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to 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. 0 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed 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) ( 1 ) +U 3. Common Roofs: Common roofs are those which have no visible delineation between neioring 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. J ;, 4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail 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 ma ause 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 (wall outlets): It is required that rainwater flow off so that the roof is not oveitoaded, 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 interior 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. ( \1. 1 0?/-0 .�'i O per's/ gent's Signature - 171 . Contractor's Signature Signature 5104 APPENDIX "F" • • . MIAMIOA ' 111111 FEB 21 '01 14:12 FR BRADCO Santa Fe Tilt Corporation 10302 K.W. South River Drive, Bay #16 Medley ,FL 33178 F Your application for Notice of Acceptance (NOA) of: Spanish "S" Clay Tile under Chapter 8 of the Code of Miami -Dade County governin Construction, and completely described herein, has been reco County Building Code Compliance Office (BCCO) under the This NOA shall not be valid after the expiration date stated b product or material at any time from a jobsite or manufactut' product or material fails to perform in the approved manner, use of such product or material immediately. BCCO rese determined by BCCO that this product or material fails to Building Code. The expense of such testing will be incurred by the manufactuiter. ACCEPTANCE NO.: 00.1211.06 EXPIRES: 2/11112006 IS APPROVED] 02/01/7001 CONTp1TIOIYS pUILDINC CODE & PRODUCTBEV 305 59? 9484 TO 3059533333 P.01/05 MIAMI -DAD COUNTY. FLORIDA METRO•DADEFLAGLER. BUILDING • BUILDING CODE COMPLIANCE OFFICE MgTRO -DADC FLAGL6R BUILDING $40 wES7 FLAGLER STRL'ET, SUITE 1603 MIAMI. FLORIDA 33130 -1363 (305) 375.2001 FAX ()03) 77$.1005 CONTRACTOR LIC$ N31NG 51 c 110'. (303) 375.3327 1'AX (305) 375-1330 co'1'tUCroR VI/ 0RC eM1 T t)wV$5IO. (305) 375.2044 PAX t)O3) 37S -2905 PRODUCT CONTROL uiv$SIOX (305) 375 -2901 FAX (303)3724;39 the use of Alternate Materials and Types of ended for acceptance by the Miami -Dade editions specified herein. ow. BCCO reserves the right to secure this is plant for quality control testing. If this CCO may revoke, modify, or suspend the s the right to revoke this approval, if it is eet the requirements of the South Florida 7 Raul Rodriguez Chief Product Control Division 11, .• • : IF YEW QQMMITTE AL 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 Miami -D ?de County, Florida under the conditions set forth above. Francisco J. Quintann, R.A. Director Miami -Dado County _ Building Cock Compliancc Off cc ‘l aeup mw pleadot Internet mall address: postmestert bulldingcodconlIne.con, HImcpago: http:/p..v FEB 13 '01 17145 3058880050 PAGE.01 r El . W1 1.4.1.;) rr: r3MH1A.0 ROOFING ASSEMBLY APPROVAL Cnta qry Roofing Sub- Cate'orv: 07320 Roofing Tiles Materjq]s Peck Tyne: Clay Roof Tiles Wood 2. PRODUCT DESCRIPTION Santafsi 'S' Cloy 1= 18" Roof Tile w 11.5" Vs" thick Trim Pieces 1= varies w - varies varying thickness FEB 13 '01 17:45 • ,$ANTAFE TILE _CORPORATION, ACCEPTANCE No.: 00- 1212.06 1. SCOPE This renews a roofing system using Santa Fe "Santafe Santafe Tile Corporation described to Section 2 of this comply with the South Florida Building Code, 1994 E locations where the design pressure requirements, as d does not exceed the design pressure values obtain by c using the values listed in herein. The attachment calcu system. Manufactured by Test Applicant Dimensions $necifeations 2.I COMPONENTS OR PRODUCTS MANUFAC Test Product Pimodoio'tJ Sneeifiientiani Tile Screws fl8 x 2-W long PA 114 0.130" shank dia. Appendix; E 0.178 flute dia. 3. LIMITATIONS 3.1 Fire classification is not port of this acceptant 3.2. For mortar or adhesive set tilt applications, a accordance with RAS 106. 3.3 Applicant shall retain the services of a Mia perform quarterly toss in accordance with PA submitted to the Building Code Compliance 0 PA 112 0 e piece high profile clay roof tile e• ipped with two nail holes. For nail -on, m ' rtar set and adhesive set applications. PA I I2 A hi M �VH Approval Date: Fobruory 1,200k Expiration Date: achrunry 1.20 06 S" clay roofing tile, manufactured by otice of Acceptance, designed to Lion for Miami -Dade County. For termined by applicable building code. Iculations in compliance with RAS 127 tions shall be done as a moment based Product poscrintlon cessory trim, clay roof pieces for use at s• rakes, ridges and valley terminations. nufacturcd For each tile profile. URED BY OTHERS Product pcserintieri tainless Steel 3058880050 NinntaftlCturcr generio otic field uplift test shall be performed in i-Dade County Certified Laboratory to ' I _ hail be 14111-"Ir u —a1111.- olga. - 17 - RC Roofing Product Control Examiner • PAE.02 Tile Profile 2 ":12" 3 :12" 4 ":12" y 5 ":12" 6":12" 7 or 1 greater Betens Direct Dock Battens Direct Dock 9aIterts Direct Deck B tens I Direct i Deck Battens Direct Deck Battens Direct Deck Santafe 'S 3.93 5.90 5.85 5.82 5,73 5.69 .56 5.53 5.32 5.29 5.03 N/A j For Nall -On Syst Tile Profile Tile Application Two Nails One Screw wo Screws One Screw w/ Clip Two Screws w/ Cli Santafe S Direct Deck 21.8 29.18 38.28' 57.31 57,60 Battens 61.77 1. Approved screws as noted 'Product manufactured by others' !; FEB 21 '01 14:13 FR BRADCO Santafe 'S' Tile Profile SANTAFE TILE CORPORATION ACCEPTANCE No.: 00- 1212.06 ) 3.5 30/90 hot mopped underlayment applications ay be installed perpendicular to the roof slope unless stated otherwise by the under! jrncn: material manufacturers published literature. 3.6 This acceptance is for wood deck appltcauor.s Minimum deck requirements shall be In compliance with applicable building code. 4. INSTALLATION 4.1.1 Santafe 'S' and its components shall be installec in strict compliance with Miami Dade County Roofing Application Standard RAS l t , RAS 119, and RAS 120. 4.1,2 Data For Attachment Calculations II Table 1: Aerodynamic Multi if i 305 597 8404 TO 3059533333 = .03/05 X (ft '') Batten Applicltion 0.274 ;I able 2: Restoring Moments due t Gravity - Me (ft-lb (re) Direct Deck 0.297 Table 3: Attachment Resistance Express4 as a Moment- Mf (ft -Ibf) FHB 13 '01 17:46 3 rank Zuloaga, RRC Roofing Product Control Examiner 3058586050 PAGE.03 Table 4: Attachment Resistance Expres ' d as a Moment - M (ft-lbf) for Mortar or Adhesive S t Systems Tile Profile Tile Appyfcation Attachment Resistance Santafe 'S' Mortar Set 23.6 Adhesive Set 61.9 FEB 21 '01 14:13 FR BRADCO Santafe 'S' Tile Profile SANTAFE TILE CORPORATION ACCEPTANCE No.: 00- 1212.06 ) 3.5 30/90 hot mopped underlayment applications ay be installed perpendicular to the roof slope unless stated otherwise by the under! jrncn: material manufacturers published literature. 3.6 This acceptance is for wood deck appltcauor.s Minimum deck requirements shall be In compliance with applicable building code. 4. INSTALLATION 4.1.1 Santafe 'S' and its components shall be installec in strict compliance with Miami Dade County Roofing Application Standard RAS l t , RAS 119, and RAS 120. 4.1,2 Data For Attachment Calculations II Table 1: Aerodynamic Multi if i 305 597 8404 TO 3059533333 = .03/05 X (ft '') Batten Applicltion 0.274 ;I able 2: Restoring Moments due t Gravity - Me (ft-lb (re) Direct Deck 0.297 Table 3: Attachment Resistance Express4 as a Moment- Mf (ft -Ibf) FHB 13 '01 17:46 3 rank Zuloaga, RRC Roofing Product Control Examiner 3058586050 PAGE.03 r.a r L u y wit • J. NO I Tat CORPORATION I ACCEPTANCE No.: 00- 1212.06 5. LABELING 5.1 All tilts shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami-Dade County P. uct 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. 6.1.2 Any other documents required by the Building Official or applicable Building Code in order to properly evaluate the installation othis system. PROFILE DRAWIN*C SANTAFT "SANTAFL S" CLAYIROOF TILE FEB 13 '01 17:46 4 Frank Zuloegn. RAC Roofing Product Control Examiner 305E880050 PAGE. ea SA NTA 'E TzLEEQRPOR4TION AN L ST ND Renewal of this Acceptance (approval) shall be considered afte original submitted doct:nertution, including test supporting da eight (Y) years. 2 Any and all approved products shall be permanently labeled wi the following statement: "Miami-Dade County Product Contro specific conditions of this Acceptance. 3 Renewals of Acceptance will not be considered if: a) There has been a change ill the South Florida Building Corr and the product is not in compliance with the code changcsrj b) The product is no longer the same product (identimil) as c) If the Acceptance holder has not complied with all the req correct installation of the product; d) The engineer who originally prepared, signed and sealed submlued, is no longer practicing the engineering prcfessi 4 Any revision or change in the materials, use, and/or niar:u actu automatically be cause for termination of this Acceptance, unle s (through the fling of a revision application with appropriate fee 3 Any of the following shall also be grounds for removal of this A a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement of any prod purposes. 5 6 The Notice of Acceptance number preceded by the words Miami expiration date may be displayed in advertising Literature. If any displayed, then it shall be done in its entirety. 7 A copy of this Acceptance as well as approved drawings and oth provided to the user by the manufacturer or its distributors and eel site at al: tines. The copies need not be resealed by the engineer 8 Failure to comply with any section of this Acceptance shall be c3 Acceptance, 9 This Acceptance contains pages I through 5 END OF THIS ACCEPTAi FEB 13 '01 17 :46 ACCEPTANCE No.: 00- 1212.06 ONDIT1ONS a renewal application has been filed and the engineering documents, arc no older than the manufacturer's name, city. stale, and pproved ", or at specifically stated in the _ affecting the evaluation of this product one originally approved; rrrncnts of this acceptance, including the required documentation initially of the product or process shall prior written approval has bcco requested and granted by this office. ptancc: ct, for sales, advertising or any other add County, Florida, and followed by the onion of the Notice of Acceptance is documents, where it applies, shall be 1 be available for inspection at the job i N se for termination and removal of rankZulodga, RRC ofing Product Control Examiner 30513880050 PAGE.e5 *:.:: TOTAL PA .05 �:, MIAM o iru. co ccx,■ 1./.1 rR ON 5 LJrr'L1tJ • I 1 ei • j : ,. _ •' Tamko Roofing Products, Inc. 220 West Fourth Street Joplin ,MO 64804 Your application for Notice of Acceptance (N0A) of`. Awaplata SB$ Modified Bitumen over Wood Docks under Chapter 8 of 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 Mlami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a Jobsite or manufacturer's plant for quality corurol testing. If this product or material flails 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 by BCCO 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.: N-0126.04 EXPIRES: 07122/1002 M APPROVED: 1,1109/2000 J��J J ` 1 (54d�4 I U Jb »aJ.SJJJ r'.1�1i�1 MIAMI•DADE COMITY, FLORIDA METRO -DADE FLAGLER BUILDtNG BUILD /NC CODE COMPLIANCE O FFICE MaltD.DADE FI.AGLER BUILDING t ao WEST PLACLER STREET: SUITE 1603 MIAMI. FLORIDA 33 130.1563 (303) 375.2401 FAX (305) 373 -2908 CONTRACTOR LICENSING 5L'CTIO,N ( MX (305)3751W CONTI,tcT ft ENFORCEMENT DIVISION (303) 373.2466 FAX 1305) 373.2901 pRODucT CONTROL DIVISION M5)3754402 FAX (304) 372. 331 7 21 / 4-1 , - 0 Raul Rodriguez Chief Product Control Division D ! P ' . 1 , ND CONDCCCON$ BUILD 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 Miami-Dade County, Florida under the conditions set forth above, Francisco .1. Quintana, R.A. Director Miami• Dade County Building Code Compliance Office 1144500011 4 1 e 20 : 10 quitripluasIneeloa .ccapunce corer pae.ctoc interact mail address: postmasterebuIldtngcodeontinc .corp geo Homcpage, http t / /www.bUifdirtoeodeantrnarnm PIHR 26 2002 14:10 FR BRADCO SUPPLIES TAMKO ROOFING PRODUCTS, ENC. Category; ypa Maximum best n pia a+.w Fire Classification; Roofing SBS/APP, Modified Bitumen Wood -60 psf See General Limitation 61 TRADE NAMES OF PRODUCTS MANUFACTURED OF LABELED 1W APPLICANT: Prodyet Awaplan 170 FR Awaplan 170 *M Awaplan Haat WeidingTM Awaplan Premium FR*M Awaplan PramlumT Awaflex Awaflex FR Test Dimenslq Sneetflcntio,E Roll weight 98 lbs.; 33' 11" x 39 3/ Roll weight 98 lbs.; 33'11"x39 3/ Roll weight: 96 lbs.; 25' 5" x 39 Roll weight: 101 lbs.: 33' 11" x 39 3 Roll weight: 101 lbs.; 33' 11" x 39 Roll weight; 76 lbs; 35.9' x36" Roll weight: 76 lbs; 35.9' x 36" ROOFING SYSTEM APPROVAL Page 2 30S 59 ?S484 TO 3059533333 P.02/21 Acceptance No.; 00-0126.04 Approval Date: Ng 9.2000 Expiration Date: July 22, 2002 Product DescriOjign ASTM D 5147 A 180 gim polyester reinforced SBS ASTM D 6164 modified bitumen membrane surfaced Type!, with granules and treated for addkiona,l Grade 0 fire resistance. Applied in hot asphalt or cold adhesive, ASTM D 5147 A 180 elm' polyester reinforced SBS ASTM D 6164 modified bitumen membrane surfaced Typal with granules. Applied in hot asphalt or Orade 0 cold adhesive. ASTM D 5147 A 250 g/m polyester reinforced SBS ASTM D 6164 modified bitumen membrane surfaced Type 11 with granules. Applied by torch and also Grade G used as a walkway material. ASTM D 5147 A 250 g/m' polyester reinforced modified ASTM D 6164 bitumen membrane surfaced with Type II granules. Applied by hot asphalt and also Oracle 0 used as a walkway material. ASTM D 5147' A 250 g/m polyester reinforced SBS ASTM D 6164 modified bitumen membrane surfaced Type!' with granules. Applied in hot asphalt or Grade 0 cold adhesive, and also used as a walkway material. ASTM D 5147 SBS modified cap sheet constructed with a 155gm/ma non woven polyester mat saturated with asphalt, coated on both sides with SOS rubber modified asphalt and surfaced with ceramic granules for UV protection. ASTM D 5147 SBS FR modified cap sheet constructed with a 155gm/m non- woven polyester mat saturated with asphalt, coated on both sides with SBS rubber modified asphalt, FR' •, mle g+ranu _ w re . , oag s. Roofing Product Control Examiner nnt< cb c G 14;11 TAMKO ROOFING Product Awaplan Versa - Smooth Awaplan Versa -Flex Base -N -Ply® Glasa- BaseTu Tam-Cap T M Tarn - Glass PremiumTr' Tarn-Ply I VT"c Type 43 Base Sheet Vapor-Chan T M Versa -Base FR"' Versa-Base/P. Versa-Cap FRTI' Tam -Pro Fibercd Emulsion FR BRADCO SUPPLIES PRODUCTS, [NC. Dieu ---- o s Roll weight: 100 lbs. 33' 11" x 39 Roll weight: 76 lbs; 33' 11" x 39 -3/8" Roll weight: 72 lbs.; 97'-6" x 39 Roll weight: 72 lbs.; 97' 6" x 39 Roll weight: 83 lbs.; 32' II" x 39 Roll weight 53 lbs.; 161' 9"x 393/8" Roll weight: 44 lbs.; 161' 9" x 39 Roll weight: 85 lbs.; 72' x 36" Roll weight: 86 lbs.; 32' 11"x 39 Roll weight: 60 lbs.; 48' 2" 393/8" Roll weight: 94 lbs.; 48' 2" x 39 Roll weight: 87 lbs.; 33' x 393/8" 5 gallon Tact S ieclf cation ASTM D 5147 ASTM D 6164 TyPe 1 Grade S ASTM D 3147 A STM D 6 l 64 Type I Grade S ASTM D 4601 Type t I ASTM D 4601 Type II ASTM D 228 Type I ASTM 0 2178 Type VI ASTM 0 2178 Type IV ASTM D 2626 ASTM D 4897 ASTM 0 5147 ASTM D 5 147 ASTM D 6163 Type I, Grade 0 ASTM D 5 147 ASTM D 1227, type IV Page 3 305 5979484 TO 3059533333 Acceptance No.: 00- 0126.04 Prod uct Description A 180 g/m= polyester reinforced SI3S modified bitumen membrane. Applied in hot asphalt, by torch, or mechanically fastened, as a base ply in 2 ply modifsd systems. A 170 g/m nonwoven polyester reinforced SBS modified bitumen membrane. Applied in hot asphelr, as a base ply in 2 ply modified systems. Asphalt Impregnated and coated glass fiber base sheet for use in conventional and modified bitumen built -up roofing. Asphalt Impregnated and coated glass fiber base sheet for use In conventional and modified bitumen built -up roofing. Asphalt impregnated and coated felt surfaced with mineral granules used as the top ply in conventional built -up roof membranes, Asphalt Impregnated glass felt for use in conventional and modified bitumen built- up roofing. Asphalt impregnated glass felt for use in conventional and modified bitumen built - up roofing. An organic felt reinforced asphalt base sheet. Applied in hot asphalt or mechanically fastened. Heavy duty fiber glass base sheet impregnated and coated on both sides with asphalt with or without a fine mineral stabilizer. Surfaced on the bottom side with coarse mineral granules embedded in hot asphaltic coating. Asphalt impregnated and coated glass fiber base sheet for use In conventional and modified bitumen built -up roofing. Asphalt impregnated and coated glass fiber base sheet for use in conventional and modified bitumen built -up roofing. A fiberglass reinforced, mineral surtbeed, SBS modified bitumen top membrane, Protective coating. FrankZuloaga, RRC Roofing Product Control Examiner P.03/21 MPR 2E 2602 14:12 FR B?ADCO SUPPLIES TAMICO ROOF/NG PRODUCTS. INC. Acceptance No.: 00- 0126.04 Deck Type 1: Wood, Non - insulated, New Construction Dock Description: 19 133" or greater plywood or wood plank decks System Typ E, Base sheet mechanically fastened. All General attd System Limitations apply. Anchor Sheet: Fastening: Ply Sheet: Membrane: Awaplan Premium, Awaplan Premium FR. Awaplan 170, Awuflex Awaplan 170 FR, Awaplan Versa - Smooth, Awaptan VersaFle, or�Yersa-Cap R adhered with a full mopping of approved asphalt applied at 400 F at the point of contact and at a rate of 20-40 lbs.sq.; or Awaplan Heat Welding or Versa- Smooth adhered by torch, Optional to mineral surfaced Membranes. Required for smooth surfaced membranes: 1. 400 lblsq. gravel or 300 lb /sq, slag in a flood coat of approved mopping asphalt at an application rate of 60 lb /sq,. 2. Tam -Pro FR Aluminum Coating applied at 1Y gnlisq,, or Tam-Pro Fibered Emulsion at 3 gal. /sq. Surfacing: Maximum Design Pressure: See Base Sheet Fastening Options ptiorrJ move Maximum Fire Ci ass ifcatiott: See General Limitation #1. Maximum Slope: See General Limitation #1, One ply of Tamko Class- 130e, Vapor -Chan, Versa -Flex, Versa-Ease. Versa- Smooth or Base -N -P1y fastened to the deck as described below; (Option #1) Attach anchor sheet using 11 ga. annular ring shank na ils and 1 -518" diameter tin caps spaced 9" o.e, in a 4" lap and 9" o.c, in two staggered rows in the center of the sheet, (- 52.Sprf, See General Limitation #7.) (Option #2) Attach anchor sheet using CF Dckfast or #I4 Delifast Fasteners with CF Hex Plates, SFS #12 or HD 1nsulftxx S, or Buildex Accutrac Fasteners and 3" Square Plates spaced 13" o.o, in a 4" lap and 12" o.d. In two staggered rows in the center orate sheet, (-40.0p0; See General Limitation #7,) (Optional) One, two, three or four plies of Tam -Glass Premium, Tam -Ply IV, Glass Base, Base -N -Ply, Awaplan Versa- Smooth, Awaplan VersaFkx or Versa - Base adhered with a full mopping ofapproved asphalt applied within the EVT range and at a rate of 20-40 lbs /sq,. Page 16 365 5979464 TO 3059533333 Frank Zuloaga, RRC Roofing Product Control Examiner P.07/21 i'o-,rc 14:18 FR BRADCO SUPPLIES TAMKO ROOFING PRODUCTS, INC. WOOD DECK SYSTEM LIMITATIONS: 305 5979484 TO 3059533333 Acceptance No.: 00- 0126.04 A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened anchor sheet. base or GENERAL LIMITATIONS: I Firs classification is not part of this Directory for fire ratings ofthis acceptance, refer to a current Approved Roo 2 insulation may product. Rooting Materials y be installed in multiple layers. The first layer Product Control Approval guidelines. All other layers shall be adhered a fted in p of with asphalt applied within the EVT range and at a rate ot20.40 lbs.s o mapping al attached using the fasteni paw of the top layer 4 o+' mechanically 9 All standard panel sizes arc tree asphalt, panel size shalt be 4' x 4' maximum mechanical n over lay and/ mechanical attachment. When applied in 4 An reaov approved fen overlay a wh � board Insulation panel is required on all applications over closed cell tin the base sheet is fully mopped. It no recov shell be applied using spot mopping with ay board Is used the base sheet mopped a' ribbn in three approved asphalt, Iz• diameter circles, 24• allowing a continuous rows, one at each sldelap and one down the o.c.; or strip allowing n placed a very 1 area of ventilation. Encircling of the strips is not acce center of t br eet Z in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rare of 12 lbs./sq. Note: Spot attached systems shall be to a maximum design pressure of-45 psi; 5 Fastener spacing for insulation attachment is based on a Minimum Characteri • limited f273 lbf., as tested in compliance with TAS 10S. If the fastener value, as field-tested, a value 275 ibf, insulation attachment shall not be ac 6 Fastener captable, d• are below spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum deal listed within a specific system. Should the fastener resistance be less titan that u' as determithed by the Buildln gn value Fl orida Registered l3 long Off icial, a revised fastener spacing, d a bred, le S er or Architect may be submitted. Said revised' signed and spacing d shall a utilize the withdrawal resistance value aig shall calcufotivns in compliance with Misml•�en from Miami-Dade County Protocol TAS 105 and 7 ca r latio and comer Oede•Roofing Application Standard RAS 117. rner areas shall comply with the enhanced uplift pressure of the areas, as calculated in compliance with Chapter 23 of the South Florida Building Code. Fasts shall be increase for both insulation and base sheet as calculated in compliance with _ County Roofin A Fastener densities � $ Application Standard RAS 117, (When this llrrrltation is speciAcaJlyr+ercrrrcd within this ANA, General Limitation #9 will not be applicable.) 8 All attachment and siting of perimeter nalkrs, metal profile, and/or flashing termination shall conform with Miami -Dade Coon RAS d t designs load requirements rm with of Chapter County Roofing Application Standard RAS 111 and the wind 9 The maximum designed � pressure limitation ted a to all roof (i.e. field, peri$naters, and corners). Neither rational analysis, nor extrapolation shall be e mit for enhanced fastening at enhanced pressure zones i,o. be permitted I not (When this limitation is specifically Fete ( perimeters, extended corners and Corriere). be applicable.) within tt�i. :.. �::•� -- Page 19 Frank Zulaaga, RRC Roofing Product Control Examiner P.23/21 MAR 26 2002 14:19 FR BRADCO SUPPLIES TAMKo ROOFING PRODUCTS, INC. Page 20 305 5979404 TO 3059533333 P.21/21 Acceptance No.: 00- 0126.04 NOTICE OF ACCEPTANCE STANDARD CONDITIONS I Renewal of this Acceptance Fled and the original d p hal b, considered cl udin to after a renewal applic has been documents, are no older than eight (8) ( years. g test supporting data, engineering 2 Any and all approves products shall be state, and the folio permanently labeled with the manufacturer's name, city, wing statement: Miami -Dade County Product Control q pProvod , 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 product and the product is not in compliance with the code changes` the evaluation of this b) The product is no to "gcr the same r c) If the Ace t product (identical) as the one originally a ep ance holder has not complied with all the requirements cceptanc °f this acceptance, Including the correct installation of the product; d) The engineer who vriginall submitted, is no Ion er Y prepared, signed and sealed the required documentation initially 8 practicing the engineering profession. 4 Any revision or change in the materials, use, and/or manufacture o automatically be cause for termination of this Acxe of the product or process shall requested (through the filing of revision application u n l ess prior written approval has been office, appropriate fee) and granted by this 5 Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or r b) Misuse of this Acceptance as an endorsement of oilier purposes. any product, for sales, advertising or any 6 The Notice of Acceptance number preceded by the words Miami -Dad followed by the expiration date may d Acceptance is displayed y be displayed in adv u County, Florida, and p yed, then it shall be done in entirety. I f anY portion of the 7 A copy of this Acceptance as well as approved drawin provided to the user by the manufacturer or its istr distributors ad shl be available at the�ob site at all times. The copies need not be reseal documents, where for it applies, ed by the ensineer, 8 F to comply with any section ofthis Acceptance shall be Acceptance, . cause for termination and removal of 9 This Acceptance contains pages l through 20. END OP THIS ACCEPTANCE Frank ZuloRRC Roofing Product Control Examiner ** TOTAL PAGE.21 -x* 416 ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGFU)— Continued Insulation: 1 -1/2 to 2 -1/2 in. perlite, wood fiber, fiberglass or Apache/ Celotex isocyanurate. Base Sheeb Type G2 "Glass- Base ", "Vent -Ply" or "Vapor -Chan" vent- ing base sheet;, spot attached. Membrane: "Awaplan Premium ", "Awaplan 170", "Awaplan Versa - Smooth", hot mopped or "Awaplan Heat Weld" . Surfadng: Type G3 cap sheet "Tam- Cap ", hot mopped or Grundy's "Fibered Asphalt Emulsion" at 3 gal /sq or Karnak Chemical Corp. "No. 97AF" at 1 -1/2 gal /sq. 3. Deck: NC Incline: 3/4 Insulation (Optional): Perlite, glass fiber, wood fiber, phenolic, isocya- nurate, urethane, polystyrene, any combination, any thickness mopped in place. Base Sheet: One or more layers of the following base sheets: "Tam - Glass Premium", "Tam -Ply IV ", "Vapor- Chan", "Glass- Base ", "43# Base Sheet", "Vent -Ply", "Awaplan Premium Smooth FR" or "Versa Base" hot mopped in place. Membrane: "Awaplan Premium FR ", "Awaplan 170 FR ", "Awaflex FR" or "Versa -Cap FR ", hot mopped in place. 4. Deck: NC Incline: 1 Insulation (Optional): Perlite, glass fiber, wood fiber, isocyanurate, urethane, polystyrene, any combination„ any thickness, mopped in place. Base Sheet Two or more layers of the following base sheets: "Vent -Ply", "Tam -Glass Premium ", "Tam -ply IV ", "Vapor- Chan", "Glass- Base ", "43# Base Sheet", "Versa- Base ", hot mopped in place. Cap Sheet "Versa -Cap FR ", hot mopped in place. 5. Deck NC Incline: 2 Insulation (Optional): Perlite, glass fiber wood fiber, phenolic, isocya- nurate, urethane, polystyrene, any combination, any thickness, mopped in place. Base Sheeb One or more layers of "Versa- Base ", hot mopped in place. Cap Sheet "Versa -Cap FR ", hot mopped in place. 6. Deck NC Incline: 1 Insulation: Perlite, glass fiber, wood fiber, phenolic, isocyanurate, urethane, polystyrene, any combination, any thickness, mopped in place. Base Sheet One or more layers of "Versa- Base" or "Versa - Flex ", hot mopped in place. Ply Sheet (Optional): One or more layers of "Tam -Glass Premium" or "Tam-Ply IV ", hot mopped in place. Membrane: "Awaplan Premium FR ", "Awaplan 170 FR ", "Awaflex FR ". "Versa -Cap FR ", hot mopped in place. 7. Deck NC Incline: 1/4 Insulation: Perlite, wood fiber, glass fiber, polyurethane, isocyanurate combination isocyanurate /perlite or polyurethane / perlite any thick- ness, hot mopped in place. Base Sheet 1 or more of the following: "Tam -Glass Premium" or "Tam -Ply IV ", hot mopped in place. Membrane: "Awaplan Premium ", "Awaplan 170", "Awaflex" or "Versa - Flex", hot mopped in place or "Awaplan-Heat Welding" heat fused or "Awaplan Versa - Smooth ", hot mopped or heat fused. Surfacing: "Grundy's "Fibered Aluminum Roof Coating" applied at 1 -1/2 gal/sq, Pure Asphalt's " Fibered Asphalt Emulsion Roof Coating" applied at 3 gal /sq, "Tam -Pro FR Aluminum Roof Coating- Asbestos Free", 1-2 gal /sq or Karnak Chemical Corp. "No. 97AF" at 1-1/2 gal/sq. 8. Deck: C -15/32 Incline: 1/4 Insulation: Perlite, wood fiber, glass fiber min. 1 in. thick hot mopped in place. Base Sheet (Optional): One or more layers of "Glass- Base" hot mopped in place. Base Sheet One or more layers of "Versa Base FR" hot mopped in place. Membrane: "Awaplan Premium FR ", "Awaplan 170 FR ", "Awaflex FR" or "Versa Cap FR" hot mopped in place. • 9. Deck: 15/32 Incline: 1/4 Insulation (Optional): Fiber glass, foam glass, any thickness. Base Sheet "Versa -Base FR ", hot mopped in place. Base Sheet Tam -Glass Premium, hot mopped in place. Membrane: "Awaplan Premium FR ", "Awaplan 170 FR ", "Awaflex FR" or "Versa -Cap FR ", hot mopped in place. 10. Deck 15/32 Incline: 1/4 Insulation: Perlite, wood fiber, min 1 in. thick, hot mopped in place. Base Sheet "Versa -Base FR ", hot mopped in place. Base Sheet Tam -Glass Premium, hot mopped in place. 2000 ROOFING MATERIALS & SYSTEMS DIRECTORY 11. 12. 13. 14. 15. 16. 17. 18. • 19. 20. LOOK FOR THE UL MARK ON PRODUCT ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGFU) Continued Membrane: "Awaplan Premium FR ", "Awaplan 170 FR" . "Awaflez FR" or "Versa -Cap FR ", hot mopped in place. Deck: 15/32 Incline: 1/4 Insulation (Optional): Perlite, fiber glass, foam glass, any thickness. Base Sheet: "Versa -Base FR', hot mopped in place. Base Sheet: Tam -Glass Premium, hot mopped in place. Membrane: "Versa -Cap FR ", hot mopped in place. Deck: 15/32 Incline: 1/4 Insulation: Perlite, wood fiber min 1 in. thick, hot mopped in place. Base Sheet "Versa -Base FR ", hot mopped in place. Base Sheet: "Tam -Glass Premium ", hot mopped in place. Membrane: "Versa -Cap FR ", hot mopped in place. Deck: 15/32 Incline: 1/4 Insulation (Optional): Perlite, glass fiber, wood fiber, hot mopped in place. Base'Sheet: Two or more layers of the following base sheets: "Tam. Glass ", "Tam -Ply IV ", "Vapor- Chan", "Glass- Base ", "Versa- Base" or "Versa -Base FR ", hot mopped or mechanically fastened in place. Membrane: "Awaplan Premium FR" or "Awaplan 170 FR ", "Awaflez FR ", "Versa -Cap FR ", hot mopped in place. Deck: NC Incline: 1 -1/2 Insulation Polyisocyanurate, glass fiber, perlite wood fiber, hot mopped or mechanically fastened, any thickness. Base Sheet: Type G2, mechanically fastened, hot mopped or adhered with Henry Co. "No. 200" or GEO Industries "No. 902 ", at 1-1/2 gal /sq. Membrane: "Awaplan Premium ", "Awaplan 170", "Awaflex" or "Awaplan-Heat Weld ", heat fused in place or adhered with Henry Co. "No. 200" or GEO Industries "No. 902 ", at 1 -1/2 gal /sq. Surfacing: Henry Co. "Henry 520 Aluminum ", at 1 -1/2 gal /sq. Deck NC Incline: 1 -1/2 Insulation: Perlite, wood fiber, glass fiber, any thickness, hot mopped in place. Base Sheet: One or more layers of "Glass- Base ", "Tam -Glass Premium" or "Tam -Ply IV ", hot mopped in place. Base Sheet (Optional): One or more layers of "Versa- Base ", hot mopped in place. Membrane: "Versa -Cap FR ", hot mopped in place or adhered with Henry Co. "No. 200" or GEO Industries "No. 902 ", at 1 -1/2 gal /sq. Deck: C -15/32 Incline: 1/2 Base Sheet One or more plies of Type -G2 "Glass- Base" or "Vapor. Chan ", mechanically fastened in place. Ply Sheet: One or more plies of "Versa- Base" or "Versa -Base FR ", adhered with the Henry Co. No. 200 Adhesive at 1 -1/2 gal /sq or Geo Industries No. 902 at 1 -1/2 gal /sq. Cap Sheet "Versa -Cap FR ", adhered with the Henry Co. No. 200 Adhesive at 1 -1/2 gal /sq or GEO Industries No. 902 at 1 -1/2 gal /sq. Deck: NC Incline: 1/2 Insulation: Perlite, woodflber, cellular glass, fiberglass, ISO, EPS any combination, any thickness, hot mopped, mechanically fastened or cold applied. Ply Sheet: One or more "plies of "Versa- Base" or "Versa -Base FR" adhered with Henry No. 200 adhesive at 1-1/ 2 gal/sq. or GEO Industries "No. 902" at 1 -1/2 gal /sq. Cap Sheet "Versa -Cap FR" adhered with Henry "No. 200" or GEO Industries "No. 902" at 1 -1/2 gal /sq. Deck: NC Incline: 2 Insulation (Optional): Woodfiber; perlite, isocyanurate, fiberglass, cel- lular glass, basalt. Base Sheet (Optional): Type G -2 base sheet, mechanically fastened. Membrane: "Awaplan Versa Smooth" and surfaced with "Versa Cap FR ", hot mopped in place. Deck: C -15/32 Incline: 1/4 Insulation:. Perlite, fiberglass, cellular glass, mineral wool, 2 in. thick min. Ply Sheet G -1 or G -2 base sheet, mechanically fastened. Membrane: "Awaplan Premium FR ", "Awaplan 170 FR ", "Awaflex FR ", "Versa Cap FR ", hot mopped. Deck: C -15/32 Incline: 1/4 Base Sheet One ply of "Glass- Base ", mechanically fastened. Insulation One layer of 1.4 in. of polyisoryanurate followed by one layer of 1/2 in. perlite or woodfiber, mechanically fastened or hot mopped. Ply Sheet One ply of "Tam- Glass" Premium ", hot mopped. Ply Sheet: One ply of "Versa- Base ", hot mopped.