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RF-06-992Issue Date: 4/19/2006 Owner's Name: BARRY UNIVERSITY Permit Type: Roof Work Classification: Roof - New Job Address: 11300 2 Avenue NE Miami Shores Village, FL 33138- Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 10 /15/2006 Contractor(s) Phone BISCAYNE CONSTRUCTION 305 - 688 - 7663 Primary Contractor Yes Comments: RE -ROOF TEAR OFF GRAVE (BUILT -UP ROOF AND INSTALL NEW BUILT -UP SYSTEM) Additional Information Type of Work: Re -Roof Additional Info: Classification: Residential In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Building Department File Copy Applicant Signature Parcel #: Block: Section: Permit Status: APPROVED Permit Number: RF -4 -06 -992 Phone: (305)899 -3052 1121360010160 1 Lot: 2 PB: Total Square Feet: 4200 Total Valuation: $ 36,500.00 Required Inspections Tin Cap Hot Mop Tile In Progress Up Lift Report Final Roof Fees Due CCF Education Surcharge Permit Fee - New Roof Scanning Fee Technology Fee Total: Amount $22.20 $7.40 $350.00 $9.00 $8.75 $397.35 Invoice Number RF-4-06 -24538 Total: Amt Due $397.35 'UM 11PMD mg- el 6 Amt Paid X9 - NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. RE -ROOF TEAR OFF GRAVE (BUILT -UP ROOF AND INSTALL NEW BUILT -UP SYSTEM) Passed Inspector Comments CR ED AS REINSPECTION FOR INSP- 15221. No access to roof, 6 ''a or locked. r Recall inspection and coordinate time or leave roof access open and permit for inspection. 3/16/07 CG. ' Aup / iU 5 7 c-7 o iJ L s - ) - ‘,/V aA l ,() AA) 0 O 6 k____ f S 4/ 610 id XIO S S * --6 Failed 1 � ` Correction Needed Re -Ins ectio �/% Fee ($75) No Additional Inspections ca - sc re- inspection fee is paid. r A. �` ' ► t ;v4r p wA-e62 i = . uled until j / ; Inspection Date: 03/20/2007 Inspector: Grande, Claudio Owner: , BARRY UNIVERSITY Job Address: 11300 2 Avenue NE Project: <NONE> Miami Shores Village, FL 33138- Contractor: BISCAYNE CONSTRUCTION Building Department Comments Monday, March 19, 2007 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: 1 Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New 379C Phone Number (305)899.8052 - Parcel Number 1121360010160 Lot: 2 Phone: 305 -688 -7663 Page 2 of 2 RE -ROOF TEAR OFF GRAVE (BUILT -UP ROOF BUILT -UP SYSTEM) AND INSTALL NEW Passed , Inspector Comments 5s -5 1 26-1 ---- 906 it_ 4 ao 0 U A/240mi r 7ia 1 1 177 I.,.,S c ezu ASvc C C a/ 7e n'e dA- Ili Al� v � 00/c_ 1 S t/Az o clew 0 Failed Correction Needed Re- Inspection � ' r Fee ($75) No Additional Inspections can b cheduled re- inspection fee is paid. }r z I� f' ` until Inspection Date: 03/16/2007 Inspector: Grande, Claudio Owner: , BARRY UNIVERSITY Job Address: 11300 2 Avenue NE Project: <NONE> Contractor: BISCAYNE CONSTRUCTION Building Department Comments Thursday, March 15, 2007 Miami Shores Village, FL 33138- Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New 3135 Phone Number (305)899.3052- Parcel Number 1121360010160 Block: 1 Lot: 2 Phone: 305 -688 -7663 Page 2 of 2 Bill To I BARRY UNIVERSITY BARRY UNIVERSITY 11300 2 Avenue NE MIAMI SHORES, FL 33161 -6628 Return to: Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Invoice Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Invoice Number: RF-3 -07 -27867 Invoice Date: March 16, 2007 Permit Number: RF-4 -06 -992 Perm Roof C1assifc Date Fee Name 03/16/2007 Reinspection Fee Monday, March 19, 2007 Fee Type Fixed MAR 1 2007 Total Fees Due: Fee Amount $75.00 $75.00 Payments Date Pay Type Check Number Amount Paid Change 03/19/2007 Credit Card $75.00 $0.00 Total Paid: $75.00 Total Due: $0.00 II RE -ROOF TEAR OFF GRAVE (BUILT -UP ROOF AND INSTALL NEW BUILT -UP SYSTEM) MAR 1 9 mu Passed Inspector Comments No access to roof, door locked. Recall inspection and coordinate time or leave roof access open and permit for inspection. 3/16/07 CG. Failed Correction Needed Re- Inspection 4 Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. ik,,/ ,- until Inspection Date: 03/16/2007 Inspector: Grande, Claudio Owner. , BARRY UNIVERSITY Job Address: 11300 2 Avenue NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: BISCAYNE CONSTRUCTION Building Department Comments Friday, March 16, 2007 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: 1 Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New Phone Number (305)899 -3052 Parcel Number 1121360010160 Lot: 2 Phone: 305 -688 -7663 Page 2 of 2 - @ itX • '. Inspection Date: 06/15/2006 Inspector: Grande, Claudio Permit Type: Roof Inspection Type: Tin Cap Owner: UNIVERSITY, BARRY Work Classification: Roof - New Job Address: 11300 2 Avenue NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: BISCAYNE CONSTRUCTION Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Phone Number (305)899 -3052 Parcel Number 1121360010160 Block: 1 Lot: 2 Phone: 305 -688 -7663 Wednesday, June 14, 2006 Page 1 of 2 Infraction Passed Comments TIN CAP SPACEING False & 15 Passed Inspector Comments /1 ( t t 64 Ct '''`' e- ,/,...s5 / z :,________ Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until - @ itX • '. Inspection Date: 06/15/2006 Inspector: Grande, Claudio Permit Type: Roof Inspection Type: Tin Cap Owner: UNIVERSITY, BARRY Work Classification: Roof - New Job Address: 11300 2 Avenue NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: BISCAYNE CONSTRUCTION Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Phone Number (305)899 -3052 Parcel Number 1121360010160 Block: 1 Lot: 2 Phone: 305 -688 -7663 Wednesday, June 14, 2006 Page 1 of 2 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 1 1 OC I A M . 4.121 1 • Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATIO 2006 Master Permit No. FBC 2004 Job Address (where the work is being done) City Miami Shores Villa. e Value of Work For this Permit $ Describe Work: ' ark Miami Shores Village Building Department N I MC EC E'Y Permit No. 17 - B Permit Type (circle): Building Electr. .1 Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) QR,y V A. J 6514) Phone # ( Mg v S l Owner's Address /13190 a 2143 A -e City µ Ot.MM ,s kiti‘ State r'— Tenant/Lessee Name • FOLIO / PARCEL # 1/ -2/36, - Poo - Oo .S Is Building Historically Designated YES NO Contractor's Company Name agy Td Phone # I) vMSPav (pL. , DAri 6 Bv/ 1i ( 1/P - // ' c County . Miami -Dade Zip 3 3 (Si / Zip 3 311e c Phone # (3oS) G et8 -74 G 3 Contractor's Address 0. tot S City 111-11(12. . State •% L r Zip 33 d 13 Qualifier Name A..)04, A - al C, Phone # L3 e ) Ge De - "AG..? State Certificate or Registration No. (l 43 ( q S 2 Certificate of Competency No._,,►- Architect/Engineer's Name (if applicable) Phone # Type of Work: LlAddition ['Alteration LINew Square / Linear Footage Of Work: I/4 ■epair/Replace ❑ Demolition -pl FP -26 / ' - �-A.clspi eL ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** F * * * * * ** * * * * * * * * * * * * * * ** * * ** * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ 3 Notary $ Training/Education Fee $ — 1 -40 Technology Fee $ c . CCF $ 2 . 2 .CO /CC Scanning $ � . CO Radon $ DPBR $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ 3 q . See Reverse side - Zoning $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will, be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of B ch posted notice, the inspection will not be approved and a reinspection fee will be charged. taw- Se.tetui Vet 4 41r.►51 Signature Peo I,(a ti Owner or Agent r The foregoing instrument was acknowledged before me this day of ,20,by who is personally known to me or who has produced NOTARY PUBLI Sign: Print: My Co a - ssion Expires: * * * * * * * * * * * * * * * * * * * * * * *fitW. ed APPLICATION APPROVED BY: (Revised 02108/06) As identification and who did take an oath. IFANIO BRITO = # DD0126230 2 �i! • r Expires 6/16/2006 F oF '' ems Bonded through • Signature My C �o f P sn. Inc. r Vigi Al ataWa@ itot** Y **&*9c9e9c**,i Contractor The foregoing instrument was acknowledged before me this day of ,20,by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUB Sign: Print: . B R I T . - "e iss>:olf , • Commission DDO Expires 6116/20,[06 p .�y Y * * * * *$* -• :r``I p �C�']Cl�YC7C'�C i'C7�'aC]�[_ l�' 1vT 7 - l�C� (800-4V-4254) Fl orida Notary tT ..... ea .... ...ou•u a.u......no iun..a.. Ofr Plans Examiner Engineer Zoning • oe • • • • • •• • • • • • e rn. • • • Are • . • • • • • • ■N it,5Pr • • • Uan tit • • ••-se • F uture School of Graduate M c iences buildino .24 .27 • 28 29 30 31 34::; 1 )1111.1 1),111 1 *• B•RR\ .... CAMPUS—Miami Shores, Florida •••• • • •••• L N V 11 S T C't■ric Charcl 11 fl131l1 1:111 Broad Centel Theari, \rt. (,)timIrair:) ■.1ri..it, 1,d Nat iird z s . 1 1 v:iit 1 ,, 1.ellt 1 Farit.1, 1.tr, 1.11 V, 1 NOTICE OF COMMENCEMENT A PtEtARDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. I /'02/36 - 1 , 13° . "12 STATE OF FLORIDA: COUNTY OF MIAMI -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: .l+AiSph• a i D Ad.'IC+- Mt a ,gas �= C 3.3 r tat 2. Description of improvement: 12.40o,..; as 3. Owner(s) name and address: ISAQ Q'.t U \1 eres t (130 0 NC 2 e"e Air t. Ate( !!! S 4 4r1A. PC -2? C { Interest in property: D Lt.) IVY ! 7v Name and address of fee simple titleholder: 4. Contractor's name and address: 15 C NQ Co#..6i C ho ti co 7n 7 S S 5. Surety: (Payment bond required Name and address: Amount of bond $ 6. Lender's name and address: y owner from contractor, if any) 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 S tutes, Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: SigYhature of Owner Print Owner's Name F ( A ( Lo c and , f CLER at C,rcu 9. Expiration date of this Notice of Commencement: (the exp i& yrn yl f different date is specified) /7/ Sworn to and subscribed b; •re me this day Aft / re My commission pires: 123.01-52 PAGE 4 8/02 mTAI: SS HARVEY R s 20 _. rrr �t...•••• •gRITO a.••.ikddr?.�ps: Pt," ,. remission # 000126 i / ` EMplres S r' 11��11�I�Ifi X11llilll Ifll • • • • • • • - Cia-N• 11. OR @k 24421 Fs 0788; Upsg • RECORDED Q 13 :1, �-IP�:4;pY RIJ�JIFfr itL €R: 'QF *COURT ;'II -DAN CHOWT 7, •FI.A] )A • LAS l FAGg• ••• ••• ••• •• • • • • • • • • •• • • • • • • • • • • • • •• •• unry Courts 0 � ._ �= — pared by �d/v ITT C Zcifie S> -1 a-r % Stri . & Removal -oaf „ ; Si s CAS Ng . C si w trio A C o .:t c � ( Q P } h i `J � OvvNa PRO�cr NUMBER ' Fee Check Number 10 � o E I�S� S 1.L i A Ie.A k .G L 2. �'D J'�T' ' `� Al 0 l3 �' �'' Bum Down Other • ., .. yy Air 0.11' ;7Ifl -n' ,,, % Stri . & Removal Glove Bag Bulldozer Wrecking Bail V Wet Method . Method .lode Bum Down ORIGINAL TO: Florida Department of Environmental Protection Slate Asbestos Coordinator 2600 Blair Stone Road Tallahassee, Florida 32399.2400 NOTICE OF ASBESTOS REMOVAL PROJECT : • .: : • :7•••• Type of Nodca Original ❑ Revised ❑ Camceik riF1R L Facility Name A2Qy/ U Nl Jens, �, •• Add • 1 1-7 . 01 &) E a' A re, CtY Pal t 1} M I State F L Zip 33141 site . Surveyed by Building Siic• C / O O ( Square Feet) 11 of Floors 2. Age in Year 5 11. Fee Receipt Wgl Be Sent to Address in Block Below � `� - 'iy - 4 IIL - Address , , V C7 v ' 1 City N! if3101 i State _ Zip 3 3 / ( / Contractors Name 6i S Ctk`1N f n MST-Qv (Ti n A ) (` n _3& ( Address ID 70 E FAST S Z STf 4T Crty;' hC R Vr Phone ( (30s)) C ' - 7c.cv 3 State FL RiJ' Zip: 3301 Florida License No: C CC ti 3 C. 9S E. RemovaIX Removak Start Date tib- 6 Finish Date r/ W h V1. R7/AUDB -ic moN P cps u To BE USED V. Demolition ❑ Demolition with no ACM ❑ PFPRO dffORE Usr iG A DRY METI -10d VIL Waste Disposal Ste Nam„ Re-SCC)(CC ReCOve,R,)4 Address 6590 N w G I'7 AvC. V111. Fee Calculation & Type of RACM in Renovations or ACM in De •T ons RA (circle Yes Square Feet Surfacing Material Yes • Linear Feet Pipe Yes Square Feet Cementitious Material_Yes Square Feet Resriient Flooring Yes Square Feet Asphalt Roofing • Yes 0 0 Total RACM (square + linear feet) S Enclosed (See Fee Schedule) ❑ Check W Demolition Only Emergency ❑ Demolition: Start Date city M � � M Name Pt pp cable Signed • • • • • •• • • • • • •• • • • . • • . . • • • SEND YEL LOW COPY T. Metro -Dade DPRM / fr i cilkien S PA • • • • •: 33 S.F. /114 Ave:Ric $uito 9 -223 • NAM Pldrida• 33 M30- t340 • Annual 0 Prior Use Stba3e- t Finish Date IX Asbestos Waste Transporter AII(EO .i iI -p.p E�o1 t N6s ttv re ulat1oris I A Gate as State FL. DQ ;OA DEP USE ONLY Postmark NESHAP , :: Yes ... No . Deposit No. SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATION •• •�. • . • • • • .••. R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to tMvide the owner • with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govern the minimum requirements and standards of the industry for roofing syostem issty Llatiois. ••• Additionally, the following items should be addressed as part of the agreement between tteowner asst We.. • • contractor. The owner's initial in the designated space indicates that the item has begs explained.% • . • . • .• •• • r vl Aesthetics- Workmanship: the workmanship provisions of Section R4402 are for the purpose of providing that the roof system meets the wind resistance and water instruction performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code. should be addressed as part of the agreement between the owner and the contractor. 2. Renailing wood decks: When replacing rooting, the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). 3. F ( Common roofs: Common roofs are those which have no visible delineation between neighboring units (i.e.. townhouses. condominiums, etc.) In buildings with common roofs. the roofing contractor and/or owner should notify the occupants of adjacent units of rooting to be performed. -l. r Exposed Ceiling: Exposed. open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore. roofing nail penetration of the underside of the decking may not be acceptable. The provides the option of maintaining the appearance. 5. ' L Ponding water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten 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. F Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a buildup of water. Perimeter /edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. 7. F Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structure assem amount of attic ventilation shall not be reduc- i. It may be venting which can result in extending the s-' vice life of the Owner /Ag nt's Signature Date • • •• • • • • • • • ••• . • •• • • • ••• • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • •• C building itself) existing cial to • •maser additional tor Signat Date 123_01-48 5N3 PAGE 1 Section i A (General Information) Master Permit No. 0 CD- 1 Z Process No. Contractor's Name Job Address Il Gi Low Slope ❑ Asphaltic Shingles ❑ New Roof • . •• Florida Building Code Edition 2002 • • •o • :: • • _ High Velocity Hurricane Zone UNform Permit Application Pvt. • • • ROOF CATEGORY ROOF SYSTEM INFORMATION i 2 v I • • • •.. • • • • • • ... • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • .. • • • • • • • • 2"9 Ifre /10' Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) "63 • • • • •.. •. ❑ Mechanically Fastened Tile ❑ Mortar /Adhesive Set Tile ❑ Metal PaneUShingles ❑ Wood Shingles/Shakes Are there ❑ Prescriptive BUR-RAS 150 Gas Vent Stac Yes J No ROOF TYPE Type: Natural ❑ 'CPGX 0 Gil ❑ Recovering ❑ Repair ❑ Maintenance Section B (Roof Plan) Sketch Roof Plan: illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. 1 I..... ■■ 1111u•u•• 1U •• ii WIN • ••• • • • • • • • 123_01-48 5/03 PAGE 3 Flinn Specific Roof Assembly Components and Identify Manufacturer (W a component Is not used, identify as 'NA") System Manufacturer. fir) j.. /04 MAW; OP NOA No.: O 3 ~ n oZ l 2 •o Design Wind Pressures, From RAS 128 or Calculations: Pmax1: 02 Pmax22 V.; Pmax3: 13 /- 1 1 Deck Type: c, �{ Gauge/Thickness: Anchor/Base Sheet & No. of PIy(s): ////e1-- Slope: Anchor/Base Sheet paeAer/Bonding Material: insulation Base Layer. ,k/7/— Base Insulation Size and Thidmess: /v/A Base Insulation Fastener/Bonding Mate�(� Top Insulation Layer Top Insulation Size and Thickness: vv /� Top Insulation Fastener/Bonding Material: /of Base Sheet(s) & No. of Pty(s): t p PI z Base Sheet Fastener/Bonding Materiah„ t . ! • el. 110 t /v t. G ILL G' Pty Sheet(s) & No. of Ply(s): - "Q C (Ca P U i, Ply Sheet Fastenttr� Material: _ Top Ply: r "p In !G--T / P P l y Surfadng: tri • •• • • • • • • • • • • 1 Florida Building Code Edition 2002 •.' : High Velocity Hurricane Zone Uniform Permit Application Form. • :: •• • Section C (Low Sloped Roof Svstein)' • • Max. Design Pressure, From the Specific NIQA System — 7 .r rig-U.1-4..0 G,r �, ield ~ Perimeter ••• • • • ••. • • • •• •• • • • • • • • • • • ••• • • • • • • • • • ••• • • • • • • • • • • •• • • •• • Fastener Spacing fo? Rnthbr/Bas Sheet • • Attachment Field " oc @ Lap, # Rows 2— @ j ' oc Perimeter: � " oc (d1 Lap, # Rows Q Comer. t ' oc @ Lap, # Rows S t V • oc Number of Fasteners Per Insulation Board _ Comer — Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener �� . �,C Spacing or Submit Manufacturers Details that 4,k P+ Comply with RAS 111 and Chapter 16. S �� a` -- CDP� ` o.0 Fr. • •• ••• •• • • • •. • • ZD Parapet Height ae '. Mean Roof Height i A•y FIELD WITHDRAWAL RESISTANCE TEST RESULTS REPORT GENERAL INFORMATION: TESTING AGENCY/EQUIPMENT INFORMATION: Note: esting ngineering & onsulting, Inc. Job Name Job Address Reviewed By: Contact Individual Company Name Test Date The undersigned acknowledges that all testing has been conducted and results have been reported in compliance with Miami Dade County Protocol TAS 105 or TAS I 05A. Testing Agency' Name: Address: Telephone: Fax: Representative Name: Title: Signature: Test Apparatus: Pages: ario Go e`, P.E. Lic # 34876 APR 1 1 2006 Voice: 305- 256 -4550 Lab R&polt No: : Q4�4 ( f 24 Building Solutions For The Construction Pndtfs • • ••• C.A. #: 26095 Lab Certigicate: 0.1.06 •• • • • • 2- 050 • • • ... • • • • •. • • • • • • • • • • • • • • • • • . • • ••• • .• 13605 S.W. 149 Avenue, Unit 1, Miami, FL 33196 • MIAMI-DADE COUNTY BUILDING CODE COMPLIANCE OFFICE • • • Barry University 11300 NE 2 Ave Miami, FL Ignacio Biscayne Construction Co. Inc. 04/07/2006 Florida Testing, Engineering & Consulting, Inc. 13605 S.W. 149 Avenue Miami, FL 33196 Unit 1 (305) 256 -4550 1- 866 - 333 -6988 Abel Cedeno Field Technician Com -Ten FGC 0600 1 of 6 TAS 105 Page- 1 FloridaTEC.net • • • • • • • • • • • • • •• •• • • • • Fax: 1- 866 - 333 -6988 ••• • • •• • • • • • • ••• • • ••• • • • • • OI LLnINt/IAOdOF SYSTEM INFORMATION: Area No. A • • • • • • • ••• • • Roof Area Height: Height = 16 Ft •• • • • • • • • • • • • .goof Area Dimensions: Length = 91 Ft •• • • • • • • • • ' • • • • • • • • • • ••• • • • • • • • •• .•. • •• • Second largest dimension: 56 Ft • • ••• • • • • • • • Total roof area: 5,096 Ft • • • • • • • • Total squares: 51 Sqs. • •• ••• • • • • • •• Perimeter area: 5.6 Ft BUILDING/ROOF SYSTEM INFORMATION: Area No. B Roof Area Height: Height = 10 Ft Roof Area Dimensions: Length = 24 Ft Second largest dimension: 24 Ft Total roof area: 576 Ft Total squares: 6 Sqs. Perimeter area: 3.0 Ft Voice: 305- 256 -4550 Page- 2 FloridaTEC.net Fax: 1- 866 - 333 -6988 r FASTENER INSTALLATION INFORMATION Is the fastener a self - driller? Yes If yes, list the type of tool used for fastener installation: Speed of Tool: TEST INFORMATION: Number of Pulls Conducted: Voice: 305- 256 -4550 0 -1000 • See Section 7 of Miami Dade County Protocol TAS 105 or TAS 105(A) Page- 3 FloridaTEC.net No X DeWatt Cordless n= 26 Rpm's • Note the location of all tests on `Building Information' Detail #2, attached hereto. • • • .• • • • • •• • • • • • •• • • • . • • • • • • • • • • • • • • • • • • • • • • • • • •.• • • • • •.. • • • ▪ •• • • • •• • • • • • • • • • • .• • • • .• • • • • • • • • • • • • • • • • • • • • • •• • • • • •• • • • •• • • Fax: 1- 866 - 333 -6988 • •• • •• • • • • • • • • ••• •• Sample No. Plan Identifier Initial Failure Load (lbf) Field Perimeter or Corner Area (circle one) 1 A 90 Corner 2 80 Corner 3 85 Corner 4 75 Field 5 70 Perimeter 6 60 Field 7 65 Perimeter 8 70 Perimeter 9 65 Field 10 70 Perimeter 11 75 Corner 12 75 Corner 13 80 Perimeter • ..• • • • ••. • • • • • • • •• • • • • • • •• • • � O HDRAWAL RESISTANCE TEST RECORDING SHEET ..• • .. • ••• • • Area No. A • • •• . • • • • • • • •• • • • • • • • ... • • • • • • • • • • • Refei'to de*c1� sione referenc ed on page: Fastener Manufacturer: ES Euipplibtnt idbu hcurea: • • •• • • • • ••• • • • • • • • • . . . • • • • • • • • • fnsufation • • • Membrane Anchor or Base Sheet Wood - blocking Metal Profiles X See Section 7 to determine number of tests (if drill bit is high tolerance, include range in 1 /1000 " tolerances) Voice: 305- 256 -4550 Page- 4 FloridaTEC.net Fastener Type: Twin Locks Pre- drilled? Yes If Yes, Drill bit size: Hole Depth: No Fax: 1- 866- 333 -6988 X "Dia. "In. STATISTICAL ANALYSIS: Mean Failure Load: Sample Standard Deviation: Notes: Minimum - Characteristic Resistance Force: Notes: 1. Use of the results herein to determine the required number of fasteners for insulation attachment or an acceptable anchor or base sheet fastener spacing, as outlined in Miami Dade County Protocol TAS 117, shall utilize the minimum characteristic resistance force (P), determined in compliance with Section 8 of TAS 105. No margin of safety shall be applied to field withdrawal resistance test results determined in compliance with TAS 105 or TAS 105(A). 2. A safety factor of 2 to 1 shall he applied to all results of laboratory testing. 3. The following pages shall be completed for each roof area and included with all Field Withdrawal Resistance Test Recording Sheets. ROOF AREA No. A Insert Building and Parapet Heights. (If no parapet exists, insert N /A) Ground Level 0" 16' Feet Feet LWIC FIELD WITHDRAWAL RESISTANCE TEST RECORDING SHEET Voice: 305- 256 -4550 Page- 5 FloridaTEC.net • • ••• • • • •. • • • • •• • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • •• • • • • ..• F = 75.00 lbf • • • • .. • • • •• • • • •. • • ••• • • • • •. • • • • • • • • • • • • SF = • 8.45 ��• tbf • • • • • • • •• • .• •• • • F' _ •68.6D • '.' • l b f :•• •• • • Fax: 1- 866 - 333 -6988 Sample No. Plan Identifier Initial Failure Load (Ibf) Field Perimeter or Corner Area (circle one) 1 A 100 Corner 2 70 Perimeter 3 90 Corner 4 75 Perimeter 5 80 Corner 6 85 Corner 7 70 Perimeter 8 60 Field 9 65 Field 10 80 Perimeter 11 80 Corner 12 85 Perimeter 13 • 75 Field ••• • • • ••• •• • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • ''reallo. ' • A • • • Component to be secured: • • •• •• • • • • • • • • • .. • • • • • , SZe,�er todeck'dimiensinnn jt fetedced on page: Fastener Manufacturer: ES • • • • • • • • • • • • • • • • • • • • • ••• • • •• • • • •• •• ••• • ▪ '• • ▪ .114141011. • ' • • • •• ••• • • • • • •• Membrane Anchor or Base Sheet Wood - blocking Metal Profiles See Section 7 to determine number of tests (if drill bit is high tolerance, include range in 1/1000 " tolerances) STATISTICAL ANALYSIS: Voice: 305- 256 -4550 X Page- 6 FloridaTEC.net Fastener Type: Twin Locks Pre - drilled? Yes If Yes, Drill bit size: Hole Depth: No Fax: 1- 866 - 333 -6988 X "Dia. Notes: • Voice: 305- 256 -4550 Mean Failure Load: Sample Standard Deviation: Minimum - Characteristic Resistance Force: • • 5. A safety factor of 2 to 1 shall he applied to all results of laboratory testing. Page- 7 FloridaTEC.net • • •• • • • • •• •. .• • • • •• •• • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • ••• F= 80.04 • .• • • • •• • • • • • • • • • • • • • •• S `.•1 •• ' 1$f : • : : •; •.•• • • •... _ • • • • . . • • •. • • • •. •.• .. ltf. • • •.• Notes: 4. Use of the results herein to determine the required number of fasteners for insulation attachment or an acceptable anchor or base sheet fastener spacing, as outlined in Miami Dade County Protocol TAS 117, shall utilize the minimum characteristic resistance force (P), determined in compliance with Section 8 of TAS 105. No margin of safety shall be applied to field withdrawal resistance test results determined in compliance with TAS 105 or TAS 105(A). 6. The following pages shall be completed for each roof area and included with all Field Withdrawal Resistance Test Recording Sheets. ROOF AREA No. B Insert Building and Parapet Heights. (If no parapet exists, insert N /A) Ground Level 0" 13' Feet • • Feet LWIC Fax: 1- 866- 333 -6988 1 23 4 6 a 7 8 1112 13 5 5 8 3 4 1 6 7 9 13 12 56 • •••• • • • • •• •• • •••• • • • •••• • • • • .... • • • ., .. .. • • .. • • • • . .. • •••• • • • •••• • • • .. • •••• • • • ...MILL .. - .- - i_ : !171r - - - --- MI IN • • • .. • • • • lood xxx4 CERTIFICATE OF CALIB TI N CONDfrIONS TEMPERATURE 72 °F RELATIVE HUMIDITY: 56 % AS FOUND NOTES: (* Indicates that the part was out of tolerance) • • • ••• • • •• •• • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • • • • • TRACEABLE TO THE UNITED STATES NATIONAL INSTITUTE OF STANgA D t EG INIOLPQY 1 . AND PERFORMED IN ACCORDANCE WITH MIL - STD - 4'56621.1 ••• • THIS DEVICE IS CERTIFIED TO BE WITHIN +/- 2% (in the middle 50% of range),- /;3% (ip upper and lower 25% of range) OF FULL SCALE READING AT EACH TEST POINT AT THE,TINg f • E TT. • • • • CALIB MN DATE: 12/16/2005 CERTIFICATE NUM = ER: 11064 PART AND CUSTOMER INFORMATION MODEL #: FGC0600 CUSTOMER: FLORIDA TESTING INC. SERIAL #: 20512035 CUSTOMER #: FLO33177 CALIBRATION DATA APPLIED EXPECTED VALUE VALUE (LB) (LB) 0.000 60.000 120,000 180.000 240.000 300.000 360.000 420.000 480.000 540.000 600.000 0.0000 60.0000 120.0000 180.0000 240.0000 300.0000 360.0000 420.0000 480.0000 540.0000 600.0000 • AS AS FOUND FOUND (LB) ERROR 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a FULL RUN 1 RUN 2 RUN 3 AVERAGE SCALE (LB) (LB) (LB) (LB) ERROR 0.0000 0.0000 0.0000 0.0000 0.000% 60.0000 60.0000 60.0000 60.0000 0.000% 120.0000 120.0000 120.0000 120.0000 0,000% 180.0000 180.0000 180.0000 180.0000 0.000% 240.0000 240.0000 240.0000 240.0000 0.000% 300.0000 300.0000 300.0000 300.0000 0.000% 360.0000 360.0000 360.0000 360.0000 0.000% 420.0000 420.0000 420.0000 420.0000 0.000% 480.0000 480.0000 480.0000 480.0000 0.000% 540.0000 540.0000 540.0000 540.0000 0.000% 600 .0000 600.0000 600.0000 600.0000 0.000% CALIBRATION EQUIPMENT USED SERIAL #1: 20510019 CAL EQUIP: ASB1000 CAL DATE: 10/13/2005 COMTEN INDUSTRIES Toad cell ASB1000, en 20510019 and CQTM -5, sn 23806 were were calibrated at Morehouse Instrument Co. according to ASTM E -74 and conforming to ISO/IEC 17025 and ANSI/NCSL 2540.1. The uncertainty is 0.16 Lbf. Report No: 20510019J1305. SERIAL #2: THIS EQUIPMENT IS CERTIFIED TRACEABLE TO THE UNITED STATES NATIONAL INSTITUTE OF STANDARDS AND TECHNOLOGY. 6405 - 49th Street North, Pinellas Park, FL 33781 -5724 0 727 -520 -1200 0 FAX 727 - 520 -0299 MI® ADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Johns Manville Corporation 71717"' Street Denver, CO 30202 • • ••• • • • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • . • • • • • • • ••• • • • • • ••• MIAMI -DADE COUNTY, FLORIDA METRO FL4GLER BUILDING 140 WES! Fj.Aj1;ST$EET 3U1T»f603. , FIARIDA.13!3le1g63 : (305) 375- 1 •1A41a) 37S -08•. • •• • • • •• • • •• ••. •• • • • • ••• • SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Johns Manville Modified Bitumen ROofiag Sy Over Poured= Gypsnnt Deck LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of pages 1 through 17. The submitted documentation was reviewed by Frank Zuloaga, RRC NOA -No.: 03. 021209- Exxp tt Date: 07/19/06 Approval Date ` 7 /17/03 — - Page lof 17 • • • ROOFING ASSEMBLY APPROVAL Roofing Sub-Category: SBS Modified Bitumen Deck Type: Poured ypsum F�ficah�� He r Limitation #1 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product Dimensions DynaBase 54' -10" x 36 "; roll weight: 88 lbs. DynaWeld Base 39' -3/8" x 32'- 10' ;roll weight 90 lbs DynaFlex DynaGlas DynaWeld Cap FR DynaGlas 30 FR DynaGlas FR DYnalCaP DYnaKapFR DynaLastic 180 DynaLastic 180 FR DynaLastic 180S DynaPly 3 x 25 39 -3/8" x 32' -10 "; roll weight: 100 lbs. 39' -3/8" x 32' -10" roll weight 110lbs. 39 -3/8" x 32' -10 "; roll weight: 90 lbs. 39 -3/8" x 32' -10 "; roll weight: 101 lbs. 39 -3/8" x 32' -10 "; roll weight: 115 lbs. 39 -3/8" x 32' -10"; roll weight: 115 lbs. 39 -3/8" x 32' -10"; roll weight: 101 lbs. 39 -3/8" x 32' -10 "; roll weight: 101 lbs. 37" x 36' -9" roll weight: 90 lbs. 39 -3/8" x 32' -10 "; roll weight: 90 lbs. Test Specffication ASTM D 6163 Type I Grade S ASTM D 6163 Type I Grade S ASTM D 6163 Type I Grade S ASTM D 6163 Type I Grade G ASTM D 6163 Type I Grade G ASTM D 6163 Type I Grade G ASTM D 6163 Type I Grade G ASTM D 6162 Type II Grade G ASTM D 6162 Type ll Grade G ASTMD6164 Type IGradeG ASTM D 6164 Type I Grade S ASTM D6164 Type I Grade S ASTM D 6162 Type II Grade S • • • •• • • • • •• •. .• • • • •. . • • • • • • • • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • .. • • • .. • • • • • • • • • • .. • . ..• • • i • • • • .. • • .. .... • • ... • • • • • • • .. • • • • • ... .. Product pescrintion An SBS modified bitumen coated, fiber glass reinforced base sheet. An SBS modified bitumen coated, fiberglass reinforced base sheet for heat welded applications. A flexible polyester /glass scrim reinforced, granular - surfaced flashing sheet. An SBS modified bitumen membrane surfaced with granules for application in hot asphalt. A fire resistant SBS modified bitumen membrane surfaced with granules for heat weld applications. A fire resistant SBS modified bitumen membrane surfaced with granules for application in hot asphalt. A fire resistant SBS modified bitumen membrane surfaced with granules for application in hot asphalt. A fiberglass/polyester reinforced SBS modified bitumen membrane surfaced with granules for application in hot asphalt. A fire resistant, fiberglass/ polyester reinforced SBS modified bitumen membrane surfaced with granules for application in hot asphalt A polyester reinforced SBS modified bitumen membrane surfaced with granules for application in hot asphalt A 180 gram polyester mat reinforced, granular - surfaced, modified bitumen cap sheet for use in fire -rated systems. A 180 gram polyester mat reinforced, modified bitumen cap sheet for use in fire -rated systems. A polyester reinforced SBS modified bitumen ply sheet for use in conventional and modified bitumen built -up roof systems. NOA No. 034212.09 Expiration Date: 47/19/06 Apptoval )ate: 17/17163 Page , 2 ofi7 ? Product DynaLastic 250 DynaLastic 250 FR DynaMax DynaMax FR DynaCd DynaBase XT DynaGlas FR XT Ventsuiation Felt GlasBase Plus GlasPly IV ( CslasPlyrrenner Pl 8 FesCant Plus Cant Strips, and Taper Edge MBR Flashing Cement Base and Activator MBR Utility Cement MBR Bonding Cement and Activator Dimensions 39 -3/8" x 32' -10 "; roll weight 114 lbs. 39 -3/8" x 32' -10 "; roll weight: 115 lbs. 39 -3/8" x 32' -10"; roll weight 99 lbs. 39 -3/8" x 32' -10"; roll weight 116 lbs. 39 -3/8" x 33'-6"; roll weight 101 lbs. 39 -3/8" x 49' -2" 39 -3/8" x 32' -10 "; 36" x 36' 36 "x 108; roll ASTM D4601 weight 84 lbs. 36" x 200' 36" x 180' 36" x 108'; roll weight: 72 lbs. various N/A N/A N/A Test Specification ASTM D 6164 Type II Grade G ASTM D 6164 Type II Grade G ASTM D 6162 Type III Grade G ASTM D 6162 Type III Grade G ASTM D 6298 ASTM D 6163 Type II Grade S ASTM D 6163 Type II Grade S ASTM D 4897 Type II ASTM D 2178 Type IV ASTM D 2178 Type VI ASTM D 4601 Type II ASTM C 728 Proprietary ASTM D 4586 proprietary • • . . .. • • • • • • • • • • • • • . .. • • • • • • • . .. • • .. .. • • • • • • • . • • • • . Product . Descri*tion • • .. A 250 graC io ea rei'na$r ; gar surfaced, llodifig$Tsit sheet..' • • ••• • • • A 250 gram polyester shat reinforced, granular surfaced, modii2ed:bi uman cip ihet fo; tiSe in fire -rated systeals.;• ; : : : • A fiberglass /$olyesSecmgibrCect SPA muffled bitumen membrane surfaced with granules for application in hot asphalt or heat weld. A fire resistant, fiberglass/ polyester reinforced SBS modified bitumen membrane surfaced with granules for application in hot asphalt. A foil faced, glass reinforced, SBS modified membrane for application in hot asphalt A glass reinforced SBS Base/Ply A heavyweight glass reinforced granular surfaced SBS 'Cap sheet Heavy duty fiber glass base sheet impregnated and coaled on both sides with asphalt with or without fine mineral stabilizer. Surfaced on the bottom side with coarse mineral granules embedded in asphaltic coating. Type II asphalt impregnated and coated glass fiber base sheet for use in conventional and modified bitumen built -up roofing. Type IV asphalt impregnated glass felt for use in conventional and modified bitumen built -up roofing. Type VI asphalt inipregnated glass felt for use in conventional and modified bitumen built -up roofing. Type II asphalt impregnated and coated glass fiber base sheet for use in conventional and modified bitumen built -up roofing. Factory pre - fabricated cant strips and taper edge, manufactured from expanded perlite insulation. A two component elastomeric, cold application adhesive, consisting of a modified proprietary compound with an asphalt base. General purpose trowel grade, cutback bitumen cement mixture including inorganic fibers and mineral stabilizers. A two component, elastomeric, cold application adhesive. NO t o 43- 0212.09 Expiration Date; 7/19/$ ApprovaL:Date: 07117/03 Pagt -of 7 Ergka Bestile Industrial Roof Cement Flex -I -Drain PC/PET RetroDrain USII RetroDrain SuperDome RetroDrain FP -10 Vents Expand -O -Guard Expand -O -Flash Dhnensions various various various various various various various Presto -Lok Fascia various and Flashing System DynaTred & various DynaTred Plus Roof Walkway APPROVED INSULATIONS: Fesco Board Test Specification ASTM D 4586, type BOCA 76-61 SBCCI 89204 UBC 3236 N/A N/A N/A 10" deck flange, N/A base diameter of 4" and a height of 6" N/A N/A PA 114 N/A • • • TABLE 2 Product Name Product Description ENRGY 2, ENERGY 3, PSI -25 Isocyanurate Insulation. ENRGY 2 Composite Polyisocyanurate insulation laminated to perlite. ENRGY 2 Plus Polyisocyanurate insulation laminated to wood fiber. Fesco Foam, DuraFoam Isocyanurate Insulation with perlite facer Retro -Fit Board, DuraBoard A high - density perlite roof insulation. Rigid perlite roof insulation board. ••• • • • • ••• • • • ••• • • •• •• • • • • • • • • •• • • • • • • • • • • • • • •• Product .•. description• ••• ••• A trowel grades outback bi . lashing rage cement mixlui i 1171 mineral stabilizers. Two piece flexible drain system composed of a Noryl deck flaltte, 3 $explp itsaprCite Views and no hub cottqee:it$. ; A„ le; lh vafipus sizes and s t y l e s a toe rl b-i atopsigatitais' Engineered resin copolymer fabricated drain for retrofit applications. One piece, aluminum fabricated drain for retrofit applications. Cast aluminum, heavy -duty drain for retrofit applications. One -way roof vent, designed for use in various roof systems, for the release of pressure created by gases or moisture vapor trapped within the roofing system. Elastomeric expansion joint cover for vertical expansion and seismic joints. Manufactured from non- reinforced, form - supported elastomeric bellows with a bifurcated waterproof attachment to metal flanges. Expansion joint covers manufactured from non- reinforced, form - supported elastomeric bellows with a bifurcated waterproof attachment to metal flanges. A multi -piece fascia and flashing system for built -up and modified bitumen roofing systems manufactured from aluminum or steel. Preformed, skid - resistant boards. Manufacturer (With Current NOA) Johns Manville Johns Manville Johns Manville Johns Manville Johns Manville Johns Manville NOA No 03-0212.89 Expiration Data - 07,19/06 Appr al ate 07I17liO3 Page 4 -of11 APPROVED INSULATIONS: Product Name Fiber Glass Roof Insulation Millox Pyrox, White Line ACFoam Composite ACFoam lI Styrofoam Dens Deck Sturdi-Top Wood Fiberboard High Density Wood Fiberboard Perlite Insulation Board Type X Gypsum XPS Structodeck Fiber Base APPROVED FASTENERS: Fastener Number Product Name 1. Polymer Gyptec 2. Polymer Gyptec Metal 3. NTB Magnum 4. NTB Plastic plate 5. NTB Plate Plate TABLE 2 Product Description Fiberglas roof insulation. Isocyanurate Insulation with wood fiberboard facer Isocyanurate Insulation TABLE 3 • .. • • • • • • • • Isocyanurate Insulation with perlite facer Isocyanurate Insulation Extruded polystyrene insulation Silicon treated gypsum Wood fiber insulation board. Regular wood fiber insulation High Density Wood Fiber insulation board. Perlite Insulation Gypsum Wallboard Extruded polystyrene High Density Wood Fiber insulation board. Asphalt coated wood fiber insulation Product Description Glass reinforced nylon gypsum & CWF decks fastener Square galvalume AZ55 steel 3" square plate Glass reinforced Nylon insulation fastener for gypsum & CWF decks. Polypropylene plastic plate 3" round Round gaivalume AZ55 steel 3" round plate Dimensions .•• • • • ... • • • • • • • • • • • • • • • • • • • • • .. • • • • • • • • • • • • ••• • • • • • ••• • • • • • .. • . . .• • • • • • • . • •.•• • .. .. • teC • • • • • • (Waft Cdrrent NOV Johns Manville .. • • • • • ••• •. • • • P 3od'w�s . • • • . .. • • . OOOOO • Apache Products Atlas Roofing Corp. Atlas Roofing Corp. Dow G-P Products G-P Products Generic Generic Generic Generic Generic Masonite Temple Inland Forest Products Corp. Manufacturer (With Current NOA) ITW Buildex (with current PCA) ITW Buildex (with current PCA) Johns Manville Johns Manville Johns Manville NOA rfo:c 034212: Expiration Date: " 07119/06 ApprovaTDate: 07/17/03 Page 5 17 APPROVED FASTENERS: Fastener Number 6. Powerlite Fastener 7. Powerlite Plate 8. Rawl Speed -Lock Toggle Fastener 9. Rawl Insulation Plate 10. Nail -Tite Type (A or R) base ply Fasteners 11. FM -30 disks 12. Twin Loc 13. Tube-Lok Fastener EVIDENCE SUBMITTED: Test AEenev/Identtifier Factory Mutual Research Corp. Dynatech Engineering, Inc. Underwriters Laboratories, Inc. Exterior Research & Design, LLC IRT- Arcon, Inc. Product Name TABLE 3 Product Description Glass reinforced Zytel Nylon insulation fastener for gypsum & CWF decks. Round gatvalume AZ55 steel plate Steel bolt and toggle fastener for gypsum & CWF decks. Round galvalume AZ55 steel 3" round plate decks. Galvalunie AZ55 base ply fastening systems for gypsum decks. Round galvalume AZ55 2.7" dia. stress plate plate Base sheet fastener with 2.7" dia. intergrated Plate. plate Two piece base sheet fastener for LWC or gypsum decks. Name J.I. # 3001482 J.I. # 3001629 J.I. # 0Z8A9.AM J.I. # 3D4A4.AM J.I. # 3000949 FMRC (current) 4360.03.95 -1 4360.03.95 -2 4361.5.95 -1 R -10167 (N) #4361- 2.04.97 -1 #4361-2.04. -1 #10390A- 10.97 -1 #10390A- 12.97 -1 02-011 • • •• •• • • • • • • • • • • • • • • • • ••• • • •• •• • • • • • • • ••• • • • • • • • • • • • • • •• • • • • • •• • • • •• • • • • • • • • • • • • •• • • ••• • • • •, . • .. • Nttitufaettgt; • • Dimensions • (With Current NOA) .. • reins Inc. • • • • • •• • • • • • ... •• 3" round Powers Fasteners, Inc. Powers Fasteners, Inc. Powers Fasteners, Inc. ES Products, Inc. ES Products, Inc. ES Products, Inc. Simplex Nails & Fasteners, Inc. Renort Rat FM Approval Report 08.11.98 FM Approval Report 09.10.98 FM Approval Report 09.28.98 Current Insulation and (Current) Fastening Requirements. Wind Uplift Classification 3.95 Wind Uplift Classification 5.95 Fire Classification Compliance 01.01.95 Uplift Resistance PA 114 04.28.97 Uplift Resistance PA 114 04.00.97 Uplift Resistance 10.00.97 PA 114 12.00.97 TAS 114 02.07.02 NUANo.: 03412.09 Expiration Date: 07/19/06 Approval Date: 07/17/03 Page6of • • ••• • • • • •• •• •• • • • • • •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• Membrane Type: SBS • • • •• • • • • • Deck Type 6: Poured Gypsum, Non - Insulated, New Constructions 1 itof • • • : • � ::,•: • • • • • Deck Description: Poured Gypsum Concrete System Type E(1): Base sheet mechanically fastened • • • • • • • ••• • • •• • All General and System Limitations apply. • • • • • • •• • • • • • 000 • • e pry of Perin DynaBase, DynaBase XT, DynaBase PR, GlasBase P1q_s or Ventsulation f t�,siened fo the cie��as descn�iec belowt Fastening : Attach base sheet with ES Products 1.8" Twin Loc-Nail fasteners spaced 9" o.c. at the 3" side lap and two rows staggered 12" o.c. in the field. (Optional) One or [more pffES of GlasBase Plus, �r asP1y Premie GlasPly N, DynaLastic 180 S, DynaBase, DynaBase XT, DynaBase PR or DynaPly dE ec to -1 thel with approved ing of asp t applied within the EVT range 41 rat t 2 .Membrane One ply of DynaKap, DynaKap FR, DynaMax, DypaMax FR, DynaGlas, DynaGlas FR, DynaGlas 30 FR, DynaGlas 30 FR XT, DynaLastic 180, DynaLastic 180 FR, DynaLastic 180 S, DynaLastic 250, DynaLastic 250FR or DynaPly adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-401bs.sq. (See application instructions for approved method of installation). Or (Only with a modified Base or Ply sheet) asKap m a full mopping of : approved asphalt applied within the EVT range and of arare of20A0 1bs,/sq. Surfacing: (Optional) Install one of the following: 1. 2 -3 gallons TopGard B emulsion/sq. or 2 gallons aluminum coating/sq. Coatings shall be applied according to the manufacturers' recommendations regarding specific application rates and weathering. 2. Flood coat and gravel/slag with an application rate of 60 lbs./sq. & 400 lbs.sq., respectively. Base Sheet: Maximum Design Pressure: 7 5 .(See General Limitations #T '. NOA lYa".ir Expiration Date: 07/19106 Approval Date: :07i /17103 Page15 ot17 GENERAL LIMITATIONS: • • ... • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ... • • • • • • • • • • • • •. . • • •. • • • • • • • 1. Fire classification is not part of this acceptance, refer to a curry o4edi Directory for fire ratings of this product. • • • • • • 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered jia afirjl mpppkg of aapro :ed asphalt applied within the EVT range and at a rate of 20-40 lbs.sq., or"med:4411f aVtagh4 using the fastening pattern of the top layer • • • • • • • •• • • • OOOOOO 3. All standard panel sizes are acceptable for mechanical attachment' Vt hen applied'in' Iftpfeved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at cach 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 lbssq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field - tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter milers, metal profile, and/or flashing termination designs shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and comers). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) END OF THIS ACCEPTANCE NQA Nor» 3- 0212.09 Expiration Datix- 0?119 /U6 Approval Date: 07/17/03 Page 17 of 17-/ ROOF COVERING MATERIALS (TES Y Roofing Systems (TGFJ) Continued Surfacing: One a pplication of Karnak No. 97 fibered aluminum coating a pplied at 1 -1/2 gal /sq. REPAIR SYSTEMS indicated, �N these constructions are intended for installation Unlansxis ass A, B or C system. over an existing Class A Incline: 1 1' Dew ng Roof System: Class A, B or C (gravel may be removed). Existing tional): Perlite, wood fiber, isocyanurate, mechanically Insulation (Op fastened or hot mopped•T 15, Type 30, Type Gl or G2, spot mopped Base Sheet (Optional): Type or nailed in place. has of SPIJNBOND POLYESTERBUR10 Ply Sheets: One or more p or HTBUR20 nonwoven felt imbedded in conventional rooting t 300 lb lb asphalt. in Surfacing Gravel or crushed stone at 400 lb / sq slag hot roofing asphalt or loose laid. Incline: 1 / 2 2. Deck: C -15132 Class A 5 or C (gravel may be removed). In i a Roof System: ?elite, wood fiber, isocyanurate, mechanically nsulation (Optional): fastened or hot mopped. 15, Type 30, Type Gl or G2, spot mopped Base Sheet (Optional)' Type UR10 or or nailed in place. Ply Sheet One or more plies of SPUNBOND POLYESTER asphalt. Surfa n Gra el r crushed s on at 400 lb sq in hot roofing asphal Surfacing. or loose laid. Incline: 1;4 3. Deck: NC ravel may be removed). Existing Roof System Class A, B or C (g (Op a l) • Perlite wood fiber, isocyanurate, mechanically 264 2001 ROOFING MATERIALS & SYSTEMS DIRECTORY • • • • • • • • . • • • • • • • • • • • • • •• • • • ••• • • • • • • • • • • • ROOF COVE • • AR IA1.S'f • Roofing RING M Syoterirs (TGFUQ— Continued Base Coat (Op 6onur. 1! nailed in place. Ply UR220 or One or more es of HTBUR40 nonwoven feltlimbedd d n conventional roof- FiTB SurfaCi B Cold coat with 1 -1 / 2 gal I sq fibered aluminum roof (Karnak #97). JOHNS MANVILLE INDUSTRIAL 5 A DE . 0 V LOTE 13 MANZANA 4 PARQUE DE LA PEQUENA Y MEDIANA IND 116 8 %00 ALTS NG AE �AM MBRANE SYSTEMS Class A - Ballasted 1. Deck Incline: 2 NC tional): I M "Fesco "Reno -Fit Board" "Fesco Foam .. . "ISO -1, " -N Z , 'Fiber Glass Roof Insulation" or any UL Cra - Pied p " ° l Y socyan rat ' urethane, perlite /urethane composite, p l i urte co , mposite, g lass fiber, perlite or wood fiber, any t fled P hick 2 in. min plite thickneess ss o or r p poly coolystyrene (any thickness) cove � � sheet me hanually Base Sheet: Type 15, G1 or G2 or ven fastened or hot mopped . mm li Membrane: "Dura 3.0mm liso "pure P ' Iv 4.O mm li no 3 " ", uraply " "DD 4 0mrn mineral ", "Duraply 4.5mm mineral , "D b "Di.0m lino', 4.5mm "Dibiten 4.0mm liso ", "Dibiten 4.Omm Hoj Ho uela " "Duraply F.V. 2.8mm liso", "Duraply F.V. 3.Omm lino ", 1 eral ", "Duraply F.V. 4.0mm liso", "Duraply F.V. 4.Omm "D n m m F.V. ineral l "", , .. Nordflex 170 ". Surfag Gravel. L LE �RNATIONAL INC 810167 L,--MO A TEC C JOHNS LH TLErO N C O 80162 sum p E R 1 / 2 in. thick (min) gypsum Um board or 1 / 4 in. thick (min) GP Gy P . be used in any existing noncombustible deck Classification. Dens Deck® may r s stem is acceptabs� b d �d com W in n bus s le (15 is done, the resu r2 in min) l�ff gde� The joints in the gyp insu on b boo ard are offset 6 m. with thsum board the deck. Polystyrene and Dens- D eck® icable insulator must be Path the p placed b b used � u of "Retrofit" m ant ap d in lieu of "Fesco Board" " i DuraBoard ( Y be and "DuraBoard (1")" may be use Classification. ' n an t a ppp i licaablbl e Classification, p ro er thicknesses must be ASPHALT FELT SYSTEM m an p ed. Unless h HOT ROOFING ASPHALT maintairr u 1 s a b O t" 1.4 in., E NRG'Y -2' °n thiclrnesse shall be 'Fesco'" 31 } q "[SO 1 s cified, min n.4 n. "Fnes es h min, " / 4 oerwise pe ••• • • • • •• • • •• • • o , Foam 1.5 in. min placed [tea s Q� bl a ernati f 3 , ins ; •� • 'Fesc o"" in. min mechanically fastened o t deck, : • • • • • • • "Fesco- Foam', m the following Uniform thickness or tapered The following p roducts ul the o indicated incline or thickness. systems provided they is do no ma bbee , � b e ullecCna •E'NeCi 2:4 ,N Y 2 AS 01 Y _ s 1 i "PSI-25-2" -2 "PSI-25-2" , „Na�oard , "E NI�Ya �'�'� � • • • • • , Dvn$ase ". " G sum Composite'" or " Fes �• • • Glas1aie" :i ynn a F iber se Plus" is a suitabre "Fiber Glass Roof lnsulatio s s or or "Laminator Board" may used in any Fiberglas Canada `Base Cap noncombustible deck roofing Roof Insulation' may be used as an alternate to s. "Fiber r Glass Roof Insu ation are optional beneath roof insulation on all Vapor barriers or p systems. asphalt in the asphalt felt built -up roo ng sy. Taped joints are optional wit It isean acceptable alternate to hot roofing "Permaivtop" modified asp stems. Red rosin paper must be used over coin usable decks when "GlasPly IV" or "GlasPly Premier are nailed as base sheets in asphalt membrane systems. "PermaPly '_8" ur "Dibiglass Base Sheet' are suitable alternates to "Glas- Base" fiber glass base sheet. The Class A and B roof coverings are suitable for installation over min 3 i 4 in. ro ins ris "Fiber suitabl an for assemblies over / n nc mbu tible wood decks roof imu lation "G1asBase" or unless otherwise specified.. "GlasTite Flexible" is a• suitable alternate for "DvnaBase . "Permaalv'_ ". "DvnalNeld Base Sheet" and "DvnaWeld Cap FR" are suitable substitutes for "DvnaBase a o ugh K ass 30 Fm S ' hcaa s e alt m s. be Barrette" a "Dv Glass 0" modified asphalt may be used in lieu of nd standard hot mopping asphalt is a app Defender Fiber Glass Cap heetDyn G lx: Sb"eaand DynaLastic 2500S1' flan ., Roo t applicable Classifications. may be used in lieu of "DvnaPly" in all [nclirre:l applicable ___.ti. -, H.�nc_ Ins 1. Deleted 2. Deck: C -15 i 32 one or more layers " FPO ' coating ing asphalt. Insulation (Optional): Any thickness, ''ISO 1", lavers 'Y o "Fesco - Foam", "Fiber Glass Roof Insulation m cover UL Classified polyisocyanurate insulation, but ot mopped ed or mech 819067 tally fastened in combination ( °o with or 3/4 in. "Fesco" over polystyrene. h 1 t in. ` or Base Sheet One ply Type G1 "GlasPly IV" or "GlasPly Premier'', or Type G2 "Glas- Base" or "Ventsulaton ", or "DvnaBase" (modified bite- Ply Sheet: Two or more plies Type GI "GlasPly IV" "GlasPly Premier", men), nailed or hot mopped. hot mopped. Surfacing: Gravel, crushed stone or sl ag a n hot roofing asphalt. „ Few , Deck: at i "Fesco - Foam ", "Fiber Glass Roof Insulation", avers "Fesco of Insulat (Optional): Any thickness, one °ISO more " avers , ed or meth any UL Classified polyisocyanurate insulation, hot nopRetrorFit' cover tally fastened in combination (optional) or "Ventsulatio board, h r 314 in. e G2 "PermaPly " ,T "Gl asBase Base Sheet Type "DvnaBase" (modified bitumen), nailed or hot mopped. Ply Sheet: Two or more plies Type G1 "GlasPly IV ", "GlasPly Premier hot mopped. asphalt. Surfacing: Gravel, crushed stone or slag and roofing p 'Fes 4. Deck: C-31 one or more layers �' Insulation (Optional): Any thickness, "ISO 1 ", " "Fiber Glass Roof Insulation" mr "Fesco-Foam" Clan , pit" •' any UL Classified polyisocyanurate insulation, hot in °pRe�' tally fastened in combination (optional) IV G board, or 314 in. "Fesco" over polystyrene. y Type Gl "GlasPly Ply Sheet Three or more p h Premier ", nailed or hot mopped. Surfacing Gravel, crushed stone or slag hot o ofing asP „ .. 3. Deck NC tional): Any thickness, one or more layers , Insulation l ", ' ed or "E`NRG "Fesco- Foam ", "Fiber Glass Root insulation ". "ISO 1" any UL Classified polyisocyanurate insulation, hot n or in tally fastened in combinatio (optional) with 1 /2 polystyrene. ase' or "Vents' board, he 314 in. "Fesco" G2 " over l Base Sheet Type G2 "Pt , „ (modified bitumen), nailed or hot mopped. era THE UL MARK ON PRODUCT 6. 8. 9. 10. 11. 5� pOOF COVERING MATERIALS (TEVT) goofing Systems (TGFU)— Continued T G3 "GlasKap ", hot mopped. Incline: 1-1/2 (Optional): Any thickness, one or more layers "Fesco ", ", "Fiber Glass Roof Insulation ", "ISO 1 ", "E'NRG'Y -2" or classified polyisocyanurate insulation, hot mopped or mechani- ed in combination (optional) with 1/2 in. "Retro-Fit" cover er 3 /4 in. "Fesco" over polystyrene. Two or more plies Type GI "GlasPly IV ", "GlasPly Premier ", or hot mopped. - -Type G3 "GlasKap ". 05/32 Incline: 1 'on- tOptional): Any thickness, one or more layers "Fesco ", p "Fiber Glass Roof Insulation ", "ISO 1 ", "E'NRG'Y -2" or Classified polyisocyanurate insulation, in combination (optional) 1/2 in. "Retro -Fit" cover board, or 3/4 in. "Fesco" over polystyrene. 51 y `Type G1 "GlasPly Premier" or "GlasPly IV ", or O2 "P e pl rrnaPly 28', "GlasBase" or "Ventsulation ", or "DynaBase" m ed Lumen), siwci_ n ll ±f E P or hot mopped. eel One or fnore plies G1 " asPly Premier. "GlasPly IV ". mmpped1 fa 'hype "G3 "G1asKa hot mopped._ Lion Any thickness, one or more lavers "Fesco ", "Fesco-Foam ", Glass Root Insulation ", "150 1 ", "E'NRG'Y -2" or any UL Ciassi- polyisocyanurate insulation. One laver of 1/ 2 in. " Retro-Fit Board" y be placed on top of the above insulations but is not acceptable by tself. Base Sheet "PermaPly 28 ", "GlasBase ". "Ventsulation ", " DynaBase", °GlasPly IV ", "GlasPly Premier ", nailed. ; Ply Sheet "DynaPly" or "DynaBase", hot mopped. Surfacing: Type G3 "GlasKap ", hot mopped. Deck: C -15/32 Incline: 1 Base Sheet " PermaPly 28 ". "GlasBase ", "Ventsulation" or "Dvna- Base", nailed. PIy Sheet "DynaPly" or "DynaBase", hot mopped. Surfacing: Type G3 "GlasKap ", hot mopped. Deck: C -15/32 Incline: 3 Base Sheet " PermaPly 28" or "GlasBase", nailed or adhered with hot roofing asphalt. Ply Sheet Two or more plies "Roof Defender Fiber Glass Cap Sheet" "GlasBase ", "GlasPly IV ", "GlasPly Premier ". Surfacing: Gravel or slag. Deck: C -15 / 32 Incline: 2 Base Sheet "Roof Defender Fiber Glass Cap Sheet" or "GlasBase ". nailed or adhered with hot roofing asphalt. Insulation: Any thickness, one or more layers "Fesco" (must be 1 in. min at 1 in. incline), "Fesco-Foam ", "Fiber Glass Roof Insulation ", "ISO 1 ", "E'NRG'Y -2" or any UL Classified polyisocvanurate, hot mopped or mechanically fastened, in combination (optional) with 1 / 2 in. "Retro-Fit" cover board, or 3/4 in. "Fesco" over polystyrene. PIy Sheet Two or more plies Type Gl "GlasPly IV ", "GlasPly Premier ". Surfacing: Type G3 "GlasKap ". 12. Deck; NC Incline: 2 Base Sheet (Optional): "Roof Defender Fiber Glass Cap Sheet ", "Glas- Base", "GlasBase Plus" or "Ventsulation ", nailed or adhered with hot roofing asphalt. Insulation (Optional): Any thickness, one or more lavers "Fesco ", "Fesco- Foam ", "Fiber Glass Roof Insulation ", "ISO 1 ", "E'NRG'Y -2" or any UL Classified polyisocyanurate, hot mopped or mechanically fas- tened, in combination (optional) with 1 /2 in. "Retro-Fit" cover board, or 3/4 in. "Fesco" over polystyrene. Ply Sheet Two or more plies Type GI "GlasPly IV ", "GlasPly Premier" Surfacing Type.G3 "GlasKap ". Class B 1. Deck: NC Incline: 3 Insulation (Optional): Any thickness, one or more layers "Fesco ", "Fesco-Foam ", "Fiber Glass Roof Insulation ", "ISO 1 ", "E'NRG'Y -2" or any IJL Classified polyisocyanurate insulation, hot mopped or mechani- cally fastened in combination (optional) with 1/2 in. "Retro -Fit" cover board, or 3/4 in. "Fesco" over polystyrene. Base Sheet Type G2 "Roof Defender Fiber Glass Cap Sheet ", "Glas- Base" or "Ventsulation ", or "DynaBase" (modified bitumen), nailed. Ply Sheet One or more plies "GlasPly IV ", "GlasPly Premier ", hot mopped. 2001 ROOFING MA P1I LS & SYSTEMS DIRECTORY LOOK FOR THE UL MARK ON PRODUCT • • ••• • • • • •• •• • • • • • • •• •• • ROOF C011 RINGIMA • • • • • ••• • • • • ••• Roofing Systems (TGFU) Continued Surfacing: Type G3 "GiasK.p ", hot mapped., 2. Deck NC • • • • • cwt'•/ • : : • Insulation (Optional slickness: ong of more: 1ere 'FFesco ", "Fesco-Foam", "Fiber Olass Roof Insu+atien ", ifso 1 ", itE'NikQ f-2" or any UL Classified polyisocyanurate insulation, hot mopped or mechani- cally fastened in combination (optional) with 1/2 in. "Retro-Fit" cover board, or 3/4 in. "Fesco', Mr 4ollsty� e,. • • • • • • • Ply Sheet: Two or more pit/ Tlyt:GlrCtlastzbi li G1ass.Iii i Premier ", nailed or hot mopped. • • • • • • • • • Surfacing: Type G3 "G1as'kap'', hat mEppet. • • • • • • 3. Deck: C -15 / 32 Incline: No Limitation Base Sheet (Optional): "Roof Defender Fiber Glass Cap Sheet ", "Glas- Base", "GlasPly IV ", "GlasPly Premier ", nailed or adhered with hot roofing asphalt. Ply Sheet Two or more plies Type GI "GlasPly IV ", "GlasPly Premier ". Surfacing: Type G3 "GlasKap". Class C 1. Deck C -15/32 Incline: 1 -1/2 Base Sheet (Optional): " PermaPly 28 ", "GlasBase", "GlasPly IV ", "GlasPly Premier ", nailed or adhered with hot roofing asphalt. Insulation (Optional): Any thickness, one or more layers "Fesco ", "Fesco- Foam ". " Fiber Glass Roof Insulation ", "ISO 1 ", "E'NRG'Y-2" or any UL Classified polvfsocvanurate insulation, hot mopped or mechani- cally fastened in combination (optional) with 1 / 2 in. "Retro-Fit" cover board, or 3/ 4 in. "Fesco" over polystyrene. Ply Sheet One or more plies " PermaPly 28 ", "GlasBase ", "GlasPly IV" or "GlasPly Premier ". Surfacing Type G3 "GlasKap ". 2. Deck: C -15/32 Incline: 3 Base Sheet (Optional): " PermaPly 28 ", "GlasBase ", "GlasPly IV" or "GlasPly Premier ", nailed or adhered with hot roofing asphalt. Insulation (Optional): Any thickness, one or more layers "Fesco ", "Fesco- Foam ", "Fiber Glass Roof Insulation ", "ISO 1 ", "E'NRG'Y -2" or any UL Classified polvisocyanurate insulation, hot mopped or mechani- cally fastened in combination (optional) with 1/2 in. "Retro-Fit" cover board, or 3/4 in. "Fesco" over polystyrene. Ply Sheet: One or more plies Type G1 "GlasPly IV" or "GlasPly Premier ", adhered with hot roofing asphalt. Surfacing: Hot roofing asphalt, "TopGard B ", applied at a rate of 2 -3 gal /sq, " TopGard A ", applied at a rate of 1 -3/4 - 2 gal /sq or "TopGard B ", at the rate of 2 -3 gal / sq in combination with "Fibrated Aluminum Roof Coating ". applied at the rate of 2 gal /sq. 3. Deck C -15/32 Incline: Unlimited Base Sheet (Optional): " PermaPly 28 ", "GlasBase ", "GlasPly IV" or "GlasPly Premier ", nailed or adhered with hot roofing asphalt. Insulation (Optional): "Fesco ", "Fesco-Foam ", "Fiber Glass Roof Insu- lation", "ISO 1 ", "E'NRG'Y -2" or any UL Classified polyisocyanurate insulation, hot mopped or mechanically fastened in combination (optional) with 1/2 in. "Retro-Fit" cover board, or 3/4 in. "Fesco" over polystyrene. Ply Sheet: One or more plies "PermaPly 28 ", "GlasBase", "GlasPly IV" or "GlasPly Premier ". Surfacing: Type G3 "GlasKap ". COLD APPLIED SYSTEMS (BUR) "Roof Defender Fiber Glass Cap Sheet" is a suitable alternate to "PermaPly 28" in all applicable Classifications. Class A Ply sheets are fully adhered with "MBR Cold Application Adhesive ", applied at 1 -2 gal /sq. 1. Deck: NC Incline: 1 Insulation (Optional): "Fesco ", "Fesco-Foam ", "Fiber Glass Roof Insu- lation", "ISO 1 ", "E'NRG'Y-2" or any UL Classified polyisocyanurate insulation, 3.6 in. max, mechanically fastened, in combination with 1/2 in. "Retro -Fit" cover board, or 3/4 in. "Fesco" over polystyrene. Base Sheet Three or more plies Type G2 "PermaPly 28 ", "GlasBase ". Surfacing: "Fibrated Topgard Type 5 ", 2 -3 gal /sq. 2. Deck: C -15/32 Incline: 1 Insulation (Optional): One or more layers, any thickness, "Fesco ", "Fesco-Foam ", "Fiber Glass Roof Insulation ", "ISO 1 ", "E'NRG'Y-2" or any UL Classified polyisocyanurate roof insulation, in combination (optional) with 1/2 in. "Retro -Fit" cover board, first layer mechanically attached, subsequent layers adhered with "MBR Cold Application Adhesive" or 3/4 in. "Fesco" over polystyrene, mechanically attached. • •• 265