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BP-04-935
Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 7/12/2004 Applicant: Owner: UNIVERSITY JOB ADDRESS: 11300 NE 2 Contractor BISCAYNE CONSTRUCTION Local Phone: 305 - 688 -7663 Parcel # Signed: (INSPECTOR) Building Permit Permit Number: BP2004 -935 UNIVERSITY AVE Contractor's Address: 1070 E. 52ND ST. Page 1 of 1 Legal Description: 36 52 41 40 AC SE1 /4 OF NE1 /4 LESS E35FT & LESS W4OFT LOT SIZE 1740400 Fees: Description Amount FEE2004 -6957 Building Fee $350.00 FEE2004 -6958 CCF $15.00 FEE2004 -6959 CO /CC $50.00 FEE2004 -6960 Training and Education Fee $5.00 FEE2004 -6961 Technology Fee $8.75 FEE2004 -6962 Scanning Fee $15.00 Total Fees: $443.75 etcw' Permit Status: APPROVED Permit Expiration: 1/5/2005 Construction Value: $24,180.00 Work: RE - ROOF 41 SQ FLAT - WIEGANDHALL Total Fees: $440,7 aict* Total Receip 0.00 3c3,7s 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 responisibility for all work done by either myself, my agent, servants or employes. OD .11 Signed: (Contractor or Builder) BY: Building Permit Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Permit Number: BP2004 -935 Printed: 7/12/2004 Applicant: UNIVERSITY Owner: UNIVERSITY JOB ADDRESS: 11300 NE 2 AVE Contractor BISCAYNE CONSTRUCTION Local Phone: 305 - 688 -7663 Parcel # Signed: (INSPECTOR) Contractor's Address: 1070 E. 52ND ST. Page 1 of 1 Legal Description: 36 52 41 40 AC SE1 /4 OF NE1 /4 LESS E35FT & LESS W4OFT LOT SIZE 1740400 Fees: Description Amount FEE2004 -6957 Building Fee $350.00 FEE2004 -6958 CCF $15.00 FEE2004 -6959 CO /CC $50.00 FEE2004 -6960 Training and Education Fee $5.00 FEE2004 -6961 Technology Fee $8.75 FEE2004 -6962 Scanning Fee $15.00 Total Fees: $443.75 Total Fees: $45 30.7 .Z Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 1/5/2005 Construction Value: $24,180.00 Work: RE -ROOF 41 SQ FLAT - WIEGANDHALL In consideration of the issuance to me of this permit, 1 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 responisibility for all work done by either myself, my agent, servants or employes. • .. 1. Signed: (Contractor or Builder) BY: Type Insp'n Permit No. P ,�� z) — ‘ 7 3t) - --' Name Address /M C& AJ Company Phone # Inspection Date' Correction MIAMI SHORES VILLAGE Buil ng Inspection Request BUILDING DEPARTMENT 305- 795 -2204 Re- Insp'n Fee ❑ (?)06) 1 ate 3 9 `'23' BUILDING PERMIT APPLICATION FBC 2001 Tenant/Lessee Name KAN Architect/Engineer's Name (if applicable) $ Value of Work For this Permit 4 214, t o.ct Type of Work: []Addition DAlteration Describe Work: • Total Fee Now Due $. 3 I3 11S (Continued on opposite side) Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Wa Permit No. 3pou Master Permit No. Permit Type (circle): Building Electrical Plumbing Mechanical Owner's Name (Fee Simple Titleholder) QD 4 i'y p Phone # Owner's Address %%� os u i Aga City Vt k. I WQ , State Vatdict, Zip Contractor's Company Name f kit4c.Nne 42 & c Contractor's Address ,rld '1T City 1/4 State v9'tOKa cia, Zip 9a13 Qualifier Vizooki P , S!'1ef16 Phone # Square Footage Of Work: 44 e * ,' ; ;... ECEP EJ Phone # LrA Job Address (where the work is being done) not) = end Ru tsnU City Miami Shores Village County Miami -Dade Zip 3S Ko 1 Is Building Historically Designated YES NO Phone # j• foe 4 143 Repair/Replace ❑ Demolition Pte i. a tc -76:)05 Submittal Fee $ ■Permit Fee $ 3 5 C CC $ coicc S'a Notary $ Training/Education Fee $ Technology Fee $ ,7 Scanning $ d°° Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ -- Bonding Company's Name (if applicable) Bonding Company's Address City State Zip N/A Mortgage Lender's Name (if applicable) Mortgage Lender's Address k4k 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 absence of #osted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Chc 12/15/03 yQ Owner or Agent The foregoing instrument was acknowledged before me this / g day of Jt.l.Vl12 , 20 Ott, by ?Bata ezurS fvS , who is personally known to me or who has produced As identifica NOT LIC: Sign: Print: 0..Air v 1 i ✓t¢'- My Commission Expixes: ****************2‘ * ****** * * * * * * * * * * * * * * * * * * * * * * * * * * * 7 APPLICATION APPROVED BY: ontract The foregoing instrument was acknowle efore me this I9 day of PUBL Sign: Prin My Commis 20 A b A L&t who is personally knomsto me or who has produced as identification and who did tak1 an oath. r r•Ta7 'ril° A I (� Y�a3e Y**** 4as tsYrks@ 3cic8: st9c8ta4ak4c* *ica24e8e9rsYic**4cfe9e* atfe4e***s Y* 3cfa***** *9i9e8e*4c*fc*Ya3c &*ikat4taY*** **dr*Fe*3:** (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * JUL 1 2 2004 Plans Examiner Engineer Zoning NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. 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: r, t 3 Oct IJ F Al - An . a nn s 1 d.c e S 2. Description of improvement: R-e.. con./ - ( r--co. Ga 0...i Ro*,0 3. Owner(s) name and address: Bo.. c- On; i cr 3 � 0300.t3C aeta Ale 4 io Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: g 'vs c,o N ye, C.zn S - trJC -) s.i O- - 10 4 0 . W raL,l ecin, FL- 330(3 1111111 111111111111111111 CFN 2004R0436644 OR BK 22361 Ps 2668; Ups) ) RECORDED 06002/2004 10:49:37 HARVEY RUVIN, CLERK OF COURTr 11IACII -DADE COUNTY, FLORIDA LAST PAGE 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ N/A 6. Lender's name and address: J) 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: /0/- 8. In addition to- himself, Owner designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. A) Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) 5 4.‘ V a Aft Signature of Owner Print Owner's Name Fee6144 E. W f f°• , /4-4.1.• c v Sworn to and subscribed before me this day of 1 A 57717 -TF- // Notary Public -4 ce 14 , 20 0, Cheryl wide Gerber PAY Print Notary's Name ry ... Fupir84MAy MOB My Commission Expires Prepared b Address: Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section A (General Information) Process No. Contractor's Name 6i5ctiNK, ConS -k('Odi ba.1 Co. 1 I.SE and AUe. - L cvrc.i L n Q.- W'ace�G.not I o.UU ROOF CATEGORY �.J ❑ Mechanically Fastened Tile ❑ Mortar /Adhesive Set Tile ❑ Metal Panel/Shingles ❑ Wood Shingles /Shakes Master Permit No. Job Address Low Slope ❑ Asphaltic Shingles ❑ Prescriptive BUR -RAS 150 �� ROOF TYPE ❑ New Roof L Re- Roofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) 4 '4 , I oc' Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. 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Section C (Low Sloped Roof System) Fill in Specific Roof Assembly Components Fastener Spacing for Anchor /Base Sheet and Identify Manufacturer Attachment (If a component is not used, identify as °NA°) System Manufacturer. ( t ifeed NOA No.: 03 - ®3190 6a Design Wind Pressures, From RAS 128 or Calculations: Pmax1 5 Pmax2: 41 r Pmax3: -13/ Max. Design Pressure F. om the Specific NOA System: c� o� T Field Deck: _ Type: Ctl luGrete- Gauge/Thickness: Slope: Anchor/Base Sheet & No. of Ply(s): Anchor/Base Sheet Fastener/Bonding Material: - Insulation Base Layer. Per (ate- Base Insulation Size and Thickness: 1 Base lnsulla A��asttenerBonding Material: Top Insulation Layer Top Insulation Size and Thickness: Top Insulation Fastener/Bonding Material: Base Sheet(s) & No. of Piy(s): rxf G, (G -& o SCt) Base Sheet FastenerB din aterial: PIy Sheet(s) & No. of Piy(s): Ply Sheet Fastener /Bonding Material: Top Ply: F •...)t lc-s i G FR Top PIy Fastener/ Boning Material: 1 -1cy}' A 4, ?‘-. Surfacing: 6 re3►.N 0 les Field: oc @ Lap, # Rows © ° oc Perimeter. ° oc © Lap, # Rows _ © ° oc Comer. " oc © Lap, # Rows © ° oc Number of Fasteners Per Insulation Board 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 Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. Perimeter Comer _P(; , icof i c PR Act Ash Tbs. A-1414011 I 1 ; - 1C a ,t Aaha.}t t o r me C.13(,) ic deck a(' Parapet Height Mean Roof Height ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGFU)- Continued Insulation One or more layers UL Classified polyisocyanurate, perlite or glass fiber insulation, 1 in. to 1 -1/2 in. total thickness. Base Sheet: One layer Type G2 " Clasbase" base sheet. Membrane: One layer "Flintlastic GTA ( -3/4 sq or -1 sq), GTS, STA" (modified bitumen), heat fused or " Flintlastic GMS" hot mopped. Surfacing: Gravel, 400 lbs /sq., (loose laid or in hot roofing asphalt). 4. Deck: NC Incline: 1 Base Sheet: Type G2 "Glasbase ". Ply Sheet Type G1 or G2 glass fiber felt hot mopped. Membrane: "Flintlastic GMS" hot mopped. Surfacing: Gravel at 400 Ibs /sq embedded in hot roofing asphalt. 5. Deck: NC Incline: 2 Membrane: " Flintlastic STA ", " Flintlastic STA Plus ", "GTA Black Dia- mond", "GTA White Diamond" or "GTA" with seams torched, laid Loosely. Surfacing: River bottom stone (3/4 to 1 -1/2 in. diam), 1000 Ibs /sq. 6. Deck: C -15/32 Incline: 1/4 Insulation: Glass fiber, perlite or wood fiber board, 6 in. offset joints, 3/4 to 2 -1/4 in. max. Ply Sheet Type 15 asphalt saturated organic felt. Membrane: "Flintlastic STA ", " Flintlastic STA Plus ", "GTA Black Dia- mond", "GTA White Diamond" or "GTA", heat fused. Surfacing: Roofing gravel, 400 lbs /sq. 7. Deck: NC Incline: 1/4 Base Sheet (Optional): Type 15 organic felt, mechanically fastened. Insulation (Optional): Glass fiber, perlite or wood fiber, 2 -1/2 in. max. Ply Sheet Type G2, adhered with hot roofing asphalt. Membrane: " Flintlastic STA ", "Flintlastic STA Plus ", GTA Black Dia- mond", " GTA White Diamond" or " GTA ", heat fused. Surfacing: River bottom stone (3/4 to 1 -1/2 in. diameter) 1000 lbs /sq. 8. Dedc C -15/32 Incline: 1/4 Insulation One or more layers of one of the following insulations, mechanically fastened, 1.0 in. min, no max: Fiberboard, perlite, polyiso- cyanurate. Base Sheet G2 or G1, hot mopped to the insulation. Membrane: " Flintlastic GMS ", "GMS Premium" (modified bitumen), hot mopped to the base sheet. Surfacing: Gravel at 400 lbs /sq in hot roofing asphalt at 60 lbs /sq. 9. Deck NC Incline: 1 Insulation One or more Layers of one of the following insulations, mechanically fastened, 1.0 in min, no max: Fiberboard, perlite, polyiso- cyanurate. Base Sheet: Type G1 or G2, hot mopped to the insulation. Membrane: "Flintlastic GMS ", "GMS Premium" (modified bitumen), hot mopped to the base sheet. Surfacing. Gravel at 400 lbs /sq in hot roofing asphalt at 60 lbs /sq. 10. Dedc NC Incline: 1 Insulation Polyisocyanurate, glass fiber, perlite, wood fiber, mechani- cally fastened or adhered with hot roofing asphalt, any thickness. Base Sheet Type G2, mechanically fastened or adhered with hot roofing asphalt. Membrane: "Flintlastic GMS ", "GMS Premium ", adhered with hot roofing asphalt. Surfacing. GraveL 11. Deck: C -15/32 Incline: 1 Insulation Glass fiber, perlite, 3/4 in. min, joints in insulation must be offset 6 in. from joints in deck, mechanically fastened. Base Sheet: Type G2, mechanically fastened or adhered with hot roofing asphalt. Membrane "Flintlastic GMS ", "GMS Premium ", adhered with hot roofing asphalt. Surfacing: Gravel 12. Deck: NC Incline: 1/2 Insulation Polyisocyanurate, glass fiber, perlite, wood fibez mechani- cally fastened or adhered with hot roofing asphalt any thickness. Base Sheet Type G2, mechanically fastened or adhered with hot roofing asphalt. Membrane: "Flintlastic STA ", " Flintlastic STA Plus "GTA', "GTA Black Diamond" or "GTA White Diamond ", hot fused in place. 13. Deck NC Incline: 1/4 - Insulation Polyisocyanurate, glass fibez perlite, wood fiber, 3 in. max, mechanically fastened. Base Sheet: "Poly SMS Base Sheet", mechanically fastened or adhered with hot roofing asphalt. 2001 ROOFING MATERIALS & SYSTEMS DIRECTORY LOOK FOR THE UL MARK ON PRODUCT ROOF COVERING MATERIALS (TENT) 95 Roofing Systems (TGFU) Continued Ply Sheet "Poly SMS Base Sheet", adhered with hot roofing asphalt. Membrane: "Flintlastic GMS ", adhered with hot roofing asphalt. Surfacing: Gravel. Class B - Ballasted 1. Deck: NC Incline: 2 Insulation Glass fiber perlite, wood fiber, 2 -1/2 in. max, mechanically fastened or adhered with hot roofing asphalt. Base Sheet Type G2, mechanically fastened or adhered with hot roofing asphalt. Membrane: "Flintlastic GMS ", "GMS Premium ", adhered with hot roofing asphalt. Surfacing: GraveL 2. Deck: C -15/32 Incline: 1/2 Insulation Glass fiber perlite, wood fiber 3/4 to 2 -1/2 in., joints in insulation must be offset 6 in. from joints in deck, mechanically fastened. Base Sheet: Type G2, mechanically fastened or adhered with hot roofing asphalt. Membrane: "Flintlastic STA ", " Flintlastic STA Plus ", "GTA", "GTA Black Diamond" or "GTA White Diamond ", heat fused. Surfacing: GraveL 3. Deck C -15/32 Incline: 1/4 Base Sheet ;Type G2, mechanically fastened. Membrane ' Flintlastic STA ", " Flintlastic STA Plus ", "GTA", "GTA Black Diamond" or "GTA White Diamond ", heat fused. Surfacing. Gravel. 4. Dedc C- 15/32* Incline: 1 *All joints blocked with 2x4's. Base Sheet Type G2, nailed. Membrane " Flintlastic GMS ", "GMS Premium ", adhered with hot roofing asphalt. Surfacing: Gravel. 5. Deck C -15/32 Incline: 1/4 Insulation: Celotex "Hy -Tec ", 2 in. min, joints in insulation must be offset 6 in. from joints in deck, mechanically fastened. Base Sheet Type G2, mechanically fastened or adhered with hot roofing asphalt. Membrane: " Flintlastic GMS ", "GMS Premium ", adhered with hot roofing asphalt. Surfacing: Gravel 6. Deck: C -15/32 Incline: 1/4 Insulation Celotex "Hy- Tec", 2 in. min, joints in insulation must be offset 6 in. from joints in deck, mechanically fastened. Base Sheet: Type G2, mechanically fastened or adhered with hot roofing asphalt. Membrane " Flintlastic STA ", " Flintlastic STA Plus ", "GTA ", "GTA Black Diamond" or "GTA APP White Diamond ", heat fused. Surfacing: Gravel. Class A - Fully Adhered In lieu of arty membrane or membrane /surfacingg shown below, " Flintlastic Ultra Poly SMS ", covered with gravel, may be ulilized 1. Deck NC Incline: 1 Vapor Retarder (Optional): Type G2 "Glasbase" base sheet or UL Classified vapor retarder. Insulation (Optional): One or more layers or combination of the following: UltraGard Premier, polyisocyanurate, perlite, glass fiber or wood fiber insulation. Base Sheet One layer Type G2 " Glasbase" base sheet. Membrane: One layer "Flintlastic GTA ( -3/4 sq' or -1 sq), GTS" (modified bitumen), heat fused or "Flintlastic GMS ", hot mopped. Surfacing APOC "No. 212 Fmrated Aluminum ", at 1 -1 /2 gaL 100 sq /ft. 2. Deck: NC Incline: 3/4 Vapor Retarder (Optional): Type G2 " Glasbase" base sheet or UL Classified vapor retarder. Insulation (Optional): One or more layers or combination of the following. Ultragard Premier, polyisocyanurate, perlite, glass fiber or wood fiber insulation. Base Sheet One layer of Type G2 " Glasbase" base sheet. Membrane: One layer of " Flintlastic STA (modified bitumen), heat fused. Surfacing: Karnak "No. 97 Fbrated Aluminum ", at 1 -1/2 gal. per 100 3. Deck: C -15/32 Incline: 1/2 94 1. D; C I f � f C 1. Di E 1 a 0 s h fc B iv h S 2. DE E V "1 rE 11 fc B 1 (r S; 3. De V "I re Ir fo B M (n Si 4. De w G In fo in B: G M m St ga 5. Deg Ea w: 96 ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGFU) Continued Insulation (Optional): Schuller International "UltraGard Premier ", polyisocyanurate, wood fiberboard, perlite, fiberglass, isocyanurate, any thickness. Base Sheet One or more plies of "Glasbase ", hot mopped or mechani- cally fastened. Membrane One ply of "Flintlastic FR" (modified bitumen), hot mopped in place. 4. Decic NC Incline: 1/2 Insulation: Polyisocyanurate, glass fiber, perlite, wood fiber, hot mopped or mechanically fastened, any thickness. Base Sheet Type G2, mechanically fastened or hot mopped. Membrane " Flintlastic GTA or STA ", heat fused. Surfacing: Henry Co. "Henry 520 Aluminum ", applied at 1-1/2 gal/sq. 5. Deck NC Incline: 1/4 Insulation (Optional): Glass fiber, perlite or wood fiber board. Ply Sheet Type G2, mechanically fastened. Membrane: " Flintlastic STA ", " Flintlastic STA Plus ", "GTA", "GTA Black Diamond" or "GTA White Diamond ", heat fused. Surfacing Karnak Chemical Corp. "Karnak No. 97 ", 1 gal /sq. 6. Deck: NC Incline: 1 Insulation Polyisocyanurate, glass fiber, perlite, wood fiber, mechani- cally fastened or adhered with hot roofing asphalt, any thickness. Base Sheet Type G2, mechanically fastened or adhered with hot roofing asphalt Membrane " Flintlastic GMS ", "GMS Premium ", adhered with hot roofing asphalt. Surfacing Karnak Chemical Corp. "Karnak No. 97 Fibrated Aluminum Asphalt Roof Coating", 2 -1/2 gal /sq. 7. Deck 015/32* Incline: 1 *All joints blocked with 2x4's. Insulation Glass fiber, perlite, 3/4 in. min, joints in insulation must be offset 6 in. from joints in deck, mechanically fastened.• Base Sheet Type G2, mechanically fastened or adhered with hot roofing asphalt. Membrane " Flintlastic GMS ", adhered with hot roofing asphalt Surfacing Karnak Chemical Corp. "Karnak No. 97 Fibrated Aluminum Asphalt Roof Coating ", 2 -1/2 gal /sq. 8. Deck: NC Incline: 1/2 Insulation Polyisocyanurate, glass fiber, perlite, wood fiber, mechani- cally fastened or adhered with hot roofing asphalt, any thickness. Base Sheet Type G2, mechanically fastened or adhered with hot roofing asphalt Membrane "Flintlastic STA ", "Flintlastic STA Plus ", "GTA", "GTA Black Diamond" or "GTA White Diamond ", heat fused in place. Surfacing. Karnak Chemical Corp "Karnak No. 97 Fibrated Aluminum Asphalt Roof Coating ", 3 gal /sq. 9. Deck: NC Incline: 1 Insulation (Optional): Perlite, glass fiber, polyurethane, isocyanurate, phenolic combination isocyanurate /perlite, polyurethane /perlite or wood fiber, any thickness, hot mopped or nailed. Membrane " Flintlastic STA ", "GTA", "GTA Black Diamond ", "Flint - lastic GTA White Diamond ", "GMS ", "GMS -5M ", "GMS Double Cover- age" or "GMS Premium ", heat fused or hot mopped in place. Surfacing: Grundy Industries, Inc. "al MB Aluminum Roof Coating" at 1 -2 gal /sq. 10. Deck C -15/32 Incline: 1/4 Insulation (Optional): Any thickness polyisocyanurate, glass fiber or perlite, mechanically fastened, joints in insulation must be offset 6 in. from joints in deck Base Sheet Type G2 base /ply sheet, mechanically fastened or hot mopped. Ply Sheet Type G2 base /ply sheet, mechanically fastened or hot mopped. Membrane: " Flintlastic STA ", " Flintlastic STA Plus ", "GTA White Diamond" or "GTA Black Diamond ". Surfacing Grundy's "al MB Aluminum Roof Coating" at 1 to 2 gal /sq: 11. Deck: NC Incline 1/2 Insulation (Optional): Polyisocyanurate, glass fiber, perlite, wood fiber, any combination, any thickness, mechanically fastened. Base Sheet Type G2, "Flex- I-Glas FR" or " Flintlastic FR Base ", mechanically fastened or adhered with hot roofing asphalt. Membrane " Flintlastic FR -P", "Flintlastic Premium FR -P", "Flintlastic- FR/PG" or " Flintlastic FR Cap ", adhered with hot roofing asphalt 12. Deck: 015/32* Incline: 1/2 2001 ROOFING MATERIALS & SYSTEMS DIRECTORY LOOK FOR THE UL MARK ON PRODUCT ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGFU) Continued *All joints in deck blocked with 2x4's. Insulation (Optional): Polyisocyanurate, glass fiber, perlite, ar bination, any thickness, mechanically fastened. Base Sheet Type G-2, mechanically fastened or adhered v, roofing asphalt. Membrane "Flintlastic FR-P", " Flintlastic Premium FR "Flintlastic- FR /PG ", adhered with hot roofing asphalt 13. Decic NC Incline: 1/2 Insulation (Optional): EPS, any thickness, covered with 1/2 perlite or wood fiber, mechanically fastened. Base Sheet Type G2, mechanically fastened or adhered v roofing asphalt. Membrane: " Flintlastic FR -P", "Flintlastic Premium FR "Flintlastic- FR /PG ", adhered with hot roofing asphalt. 14. Deck: NC Incline: 1/2 Insulation: Polyisocyanurate, glass fiber perlite, wood fiber, at bination, any thickness, mechanically fastened. Base Sheet Type G2 or "Flex- i- glas", adhered with hot roofing Ply Sheet "Poly SMS Base Sheet", adhered with hot roofing a Membrane "GMS ", adhered with hot roofing asphalt. Surfacing Karnak Chemical Corp. "Karnak No. 97 Fibrated Alt Asphalt Roof Coating ", at 2 -1/2 gal /sq. 15. Deck NC Incline: 1/4 Insulation (Optional): Polyisocyanurate, glass fiber, perlite, wo: any combination, any thickness, mechanically fastened or adher hot roofing asphalt Base Sheet Type G2 or "Flex- i- glas ", mechanically fastened or r with hot roofing asphalt. Ply Sheet (Optional): Type G2 or "Flex- i- glas ", mechanically f or adhered with hot roofing asphalt Membrane " Flintlastic GMS ", "GMS Premium ", adhered w roofing asphalt Surfacing Asphalt Products Oil Corp. "APOC -400 Sunbrite ", 3 16. Deck C -15/32 Incline: 1/4 Insulation Glass fiber, perlite, 1 in. min, joints in insulation r offset 6 in. from joints in deck, mechanically fastened. Base Sheet Type G2 or "Flex- i- glas ", mechanically fastened or a with hot roofing asphalt Ply Sheet (Optional): Type G2 or "Flex- i- glas ", mechanically f: or adhered with hot roofing asphalt. Membrane: " Flintlastic GMS ", "GMS Premium ", adhered w roofing asphalt. Surfacing: Asphalt Products Oil Corp. "APOC -400 Sunbrite ", 3 17. Dedc NC Incline: 1/2 Insulation (Optional): Polyisocyanurate perlite, glass fiber or fiber, any thickness, mechanically fastened or hot mopped in pia Base Sheet One or more layers of Type G2 or "Flex- i- glas ", mf cally fastened or hot mopped in place. Ply Sheet (Optional): One or more layers or Types G1, G2 or " glas ", mechanically fastened or hot mopped in place. Membrane " Flintlastic GTA ", "GTA Black Diamond ", "GTA Diamond" or "STA ", heat fused. Surfacing: Karnak Chemical Co. "No. 97 ", applied at 1 -1/2 gal, 18. Deck NC Incline: 1/4 Insulation (Optional): Perlite, glass fiber, mechanically fastened mopped in place, 2 in. max thickness. Base Sheet One or more layers of Type G2 "Flex- i- glas ", mecha: fastened or hot mopped in place. Ply Sheet (Optional): One or more layers of Types Gl, G2, "Flex -i or "Poly SMS Base Sheet", mechanically fastened or hot mopl place. Membrane: "GTA ", "GTA Black Diamond ", "GTA White Diamoi "STA ", heat fused. Surfacing: APOC No. 212 Aluminum Coating, applied at 1 -1/2 g X 19. ;Deck: C -15/32 Incline: l/2 Insulation Glass fiber or perlite, min 1 in. thick, mechanically fa: or hot mopped in place. Base Sheet Type G2, "Flex- I -Glas" or "Flex - I-Glas FR Base ", me cally fastened or hot mopped in place. Membrane: "Flintlastic FR -P", " Flintlastic Premium FR -P "Flintlastic- FR /PG ", hot mopped in place. 20. Deck NC Incline: 2 SECTION 1524 - HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the -industry for roofing system installations. Additional, the following items should be addressed as part ot'the agreement between the owner and the contractor. The owner's initial in the designated space indicates that the item has been explained. 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and Water intrusion performance standards. Aesthetics (appearance) are not a consideration with respect tq+ 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 roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the South Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common Roofs:' Common roofs are those which have no visible delineation between neighboring units (Le., townhouses, condominiums, etc.). In buildings. with •common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of rdofing work to\be performed. 4.' Exposed ceilings: Exposed, open beam ceilings are where the\inderside 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. This 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 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. Funding conditions should be corrected. 6. 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 walls or other roof extensions may block this discharge of overflow scuppers (wall outlets).are not provided. It may be necessary to install overflow scuppers in accordance with . the requirements of: 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. COMMENTS: Pomi6 Ada Owner's/Agent's Signature 0 Date Cont act 89!89/83 17:26:37 MI A M ADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) CertainTeed Corporation (PA) 1400 Union Meeting Road Blue Bell, PA 19422 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 Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AEU). 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: CertainTeed Modified Bitumen Roof System over Concrete Decks LABELING: Each unit shall bear a petrnanent 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 29. The submitted documentation was reviewed by Frank Zuloaga, RRC lnf oPress —> 62 EertainTeed Page 822 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130.1563 (305) 375 -2901 FAX (305) 375.2908 NOA No.: 03- 0319,12 Expiration Date: 05/19/08 Approval Date: 06/12/03 Page 1 of 29 1 , A 89/89/83 17:27:51 Inf oPress -> 38512EIBB952 Certa inTeed ROOFING SYSTEM APPROVAL Category: Sub - Category: Material: Deck Type: Maximum Design Pressure Fire Classification: Product All Weather/Empire Base Sheet Flex- I- GIasT°r Base Sheet Flex- I- GIasTU FR. Base Sheet Flintglas® Ply Sheet Type IV or VI Flintlastic STA Flintlastic STA Plus 5.0, Flintlastic GTA, GTA -FR or Flintlastic Diamond GTA Flintlastic GTS Flintlastic OMSIGMS Premium Dimensions 36" x 72'; Roll weight•. 86 lbs. (2 squares) 36" x 108'; Roll weight: 90 Ibs. (3 squares) 39 3 1 8 " x 50'; Roll weight: 90 lbs. (1.5 squares) 36" x 180'; Roll weight: 40/55 lbs. (5 squares) 39 x 33'; Roll weight 90 Ibs. (I square) 39 x 33'; Roll weight: 95 Ibs. (1 square) 39 "; Roll weight: 105 lbs. (1 square)G 3 9'4" x 24'9 "; Roll weight: 92 lbs. (Y4 square) 39 3 4" x34'2 Roll weight 100 /105 lbs. (I square) Roofing Modified Bitumen APP /SBS Concrete -355 psf See General Limitation #1 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Specification ASTM D 2626 UL Type 15 UL Type G2 ASTM D 4601, type II UL Type G2 ASTM D 4601, type 1I ASTM D 2178 Type IV or VI UL Type GI ASTM D 5147 ASTM D 5147 ASTM D 5147 ASTM D 5147 ASTM D 5147 Product Description Asphalt coated, organic base sheet. ■ Modified Bitumen, coated fiberglass base sheet. Page 1123 Modified Bitumen, coated fiberglass base sheet. Fiberglass, asphalt impregnated ply sheet. Smooth surfaced, APP Modified Bitumen membrane with non -woven polyester mat reinforcement for torch application. Smooth surfaced, APP Modified Bitumen membrane with non -woven polyester mat reinforcement for torch application. Granule surfaced, APP Modified Bitumen membrane with non -woven polyester mat reinforcement for toch application. Granule surfaced, SBS Modified Bitumen membrane with non -woven polyester mat reinforcement for torch application. Granule surfaced SBS Modified Bitumen membrane with non -woven polyester that reinforcement for mop application. NOA No.: 03-0319.12 Expiration Date: 05/19/08 Approval Date: 06112/03 Page 2of29 ^,wr.. .:Y:::,'c.«..a.. .... ce.lm s.. q . , .... ._.._� - ..:3r...... ,,....... {:; ie,:e� ^ • --a`a. n . - xn'f. e _ __. _..., . -.. .. e.'•��za".. -- 09/89/83 17:28 :46 )Product Flintlastic FR/FR -P Premium Flintlastic FR -PG Flintlastic FR Cap GiesBase"' Base Sheet PoIySMS Base Sheet Yosemite© Mineral Surfaced Cap Sheet Stormshield APPROVED INSULATIONS: PYROX, White Line ACFoam II High Density Wood Fiberboard Perlite Insulation Dens Deck ENRGY -2, PSI 25 ENRGY -2 PLUS FiberGlass Roof Insulation ISORoc Product Name InfoPress —> Dimensions 39 3 /8" x 34' 2"; Roll weight: 105 lbs. (1 square) 39 ; /s" x 34' 2 "; Roll weight: 105 lbs. ( 1 square) 39 x 34' 2 "; Roll weight: 90 Ibs. (1 square) 36" x 108'; Roll weight: 69 lbs. (3 squares) 39 x 64' 4 "; Roll weight 90 lbs. (2 squares) 36 "x36'; Roll weight: 90 lbs. (1 square) 36" x 75'; Roll weight 75 lbs. (2.25 squares) 2 CertainTeed Page 824 Test Product Sneeificatton Description ASTM D 5I47 Fire resistant, granule surfaced SBS Modified Bitumen Membrane with non- woven polyester mat reinforcement for mop application. ASTM D 5147 Fire resistant, granule surfaced SBS Modified Bitumen Membrane with a dual carrier reinforcement for mop application. ASTM D 5147 Fire resistant, granule surfaced SBS Modified Bitumen membrane with fiberglass mat reinforcement for mop applications. ASTM D 4601 Asphalt coated, fiberglass base sheet. UL Type G2 ASTM D 5147 Modified Bitumen, coated polyester base sheet. ASTM D 249 Mineral Surfaced organic cap and buffer UL Type 30 sheet. PA 103 Slag surfaced SBS Modified Bitumen ASTM D 1979 sheet with fiberglass reinforcement for peel and stick application. TABLE 2 Product Description Polyisocyanurate foam insulation Polyisocyanurate foam insulation Wood fiber insulation board Perlite insulation board Water resistant gypsum board Polyisocyanurate foam insulation Polyisocyanurate foam/ wood fiberboard composite insulation Glass fiber/Mineral fiber insulation Polyisocyanurate foam / rockwool composite insulation Manufacturer (With Current NOA) Apache Products Co. Atlas Energy Products generic generic G -P Gypsum Corp. Johns Manville Johns Manville Johns Manville Johns Manville NOA No.: 03-0319.12 Expiration Date: 05/19108 Approval Date: 66/12/03 Page 3 of 29 V4 1 89!89!83 1 ?;29:48 InfoPress —> APPROVED INSULATIONS: Paroc Cap Board Fastener Number Product Name APPROVED FASTENERS: 1. Dekfast Fasteners #14 & #15 2. Dekspike Fasteners 3. Dekfast Hex Plate 4. Dekfast Lock Plate 5. UltraFast #14 6. UltraFast ASAP 7. UltraFast Metal Plate 8. Olympic Fastener #(4 9. Olympic Fastener ASAP 10. Olympic 0-2 11. Olympic Standard 12. HD Insu1-Fixx Fastener 13. Insul -Fixx S Product Name 14. System ES-1 ( #14) EVIDENCE SUBMI Test Aaenev/Identifier Applied Research Laboratories Factory Mutual Research Corp. TABLE 2 Product Description Rockwool insulation TABLE 3 Product Description Insulation fastener for wood, steel and concrete decks Insulation fastener for concrete decks Galvalume hex stress plate. Polypropylene locking plate. Insulation fastener for concrete deck. Pre - assembled Insulation fastener and plate Galvalume AZ55 steel plate Insulation fastener Pre - assembled Insulation fastener and plate Galvalume AZ55 steel plate Galvalume AZ50 steel plate Insulation fastener for use in steel and concrete decks Galvalume AZ55 stress plate Pre - assembled Insulation fastener and plate ame 313136131119122 CertainTeed Physical Properties Insulation Fastening Requirements Page 825 Manufacturer (With Current NOA) Partek. Inc. Manufacturer Dimensions (With Current NOA) Constriction Fasteners Inc. Construction Fasteners Inc. 2'/3" x 3 1 h" Construction Fasteners Inc. 3" x 3 4" Construction Fasteners Inc. 3" round 3" square 3.5" round 3" round Johns Manville Johns Manville Johns Manville Olympic Mfg. Group Olympic Mfg. Group Olympic Mfg. Group Olympic Mfg. Group SFS Stadler 3" round SFS Stadler SFS Stadler Report D ate 28013 06/02/87 FMRC 1994 01/01/95 NOA No.: 03-0319.12 Expiration Date: 05/19/08 Approval Date: 06/12/03 Page 4 of 29 1,4 09/09/03 17 :30 :26 InfoPress—> Test Aeenev/Identiller Factory Mutual Research Corp. Underwriters Laboratories, Inc. United States Testing Company, Inc. 30166000962 CertainTeed Name (FMRC 4470) Fire Classification Compliance ASTM D 5147 ASTM D 5147 Report #3Y8ALAM 03/23/96 R11656 07/13/87 97457-4 06/03/88 97-457-2R. 12/02/87 Page 026 NOA No.: 03-0319.12 Expfratioa Data 05/19/08 Approval Date: 06/12/03 Page 5 of 29 B9/09/03 17:30:50 APPROVED ASSEMBLIES Membrane Type: Deck Type 3I: Deck Description: System Type A: All General and System Limitations apply. One or more layers of any of the following insulations: Base Insulation Layer Pyrox Minimum 1.3" thick ACFoam -II, Isotherm R, ENRGY 2, PSI -25 Minimum 1.5" thick High Density Wood Fiberboard Minimum ' /s" thick Perlite Minimum 3/4" Fiberglas Minimum " 46" thick Dens Deck Minimum ;" thick Top Insulation Layer Fiberglas Minimum "i thick ' High Density Wood Fiberboard Minimum %" thick Perlite Minimum 3/4" thick Dens -Deck Minimum' /." thick InfoPress -> 3856868962 CertainTeed APP Modified Concrete Decks, Insulated, New Construction 2500 psi structural concrete or concrete plank Anchor sheet (optional), insulation adhered with approved asphalt. Insulation Fasteners Fastener Table 3 Density/ft N/A N/A NIA N/A NIA N/A N/A N/A N/A N/A NIA N/A Insulation Fasteners Fastener Table 3 Densitvlft N/A N/A N/A N/A N/A NIA N/A N/A Note: Concrete deck shall be primed with ASTM D 41 asphalt primer and allowed to dry prior to application of base sheet. All insulation shall be adhered to the anchor sheet in full mopping of approved hot asphalt within the EVT range and at a rate of 20-40 lbst100 ft Please refer to Roofing Application Standard RAS 117 for insulation attachment. Insulation listed as base layer only shall be used only as base layers with a second layer of approved top layer insulation installed as the final membrane substrate. Composite insulation panels may be used as a top layer placed with the poiyisocyanurate side facing down. Page B27 NOA No.: 03-0319.12 Expiration Date: 05/19108 Approval Date: 06/12/03 Page 6 of 29 •. • ., .. . �- K°.• �y" � " . . ' , ` �4c i�J? YS�' � �! 3u t= f; iti . ^..: c;:�.± +w. wVi+..:: ;:i:..... .9_S:..s..•,....nPt�..�. o..�;r+e.. r ... rc.:: u,+rw<'m5.' <xt.++:'::�at:bl"3 09/89/83 17:31:42 InfuPress > 3856888962 CertainTeed Page 828 Anchor Sheet: (Optional) One ply of GS Glas Base, GS Flex -I Glas Base, Flexiglass FR Base, GS PoIySMS, Flintglas Ply Sheet (Type IV) or Flintglas Premium Ply Sheet (Type VI) adhered to the primed concrete deck with approved mopping asphalt applied within the EVT range and at a rate of 20 -40 lbsJsq. Base Sheet: One ply of GS Glas Base, GS Flex -I Gins Base, Flex -I Glas FR Base, GS Poly SMS, Flintglas Ply Sheet (Type IV) or Flintglas Premium Ply Sheet (Type VI) adhered to the insulated substrate with approved mopping asphalt applied within the EVT range and at a rate of 20-40 Ibsisq..(See General Limitation #4) Ply Sheet: , (Optional) One ply of GS Glas Base, GS flex- I-Glas Base, Flex- I -Glas FR Base, GS PoIySMS or one or more plies of Flintglas Ply Sheet (Type IV) or Flintglas Premium Ply Sheet (Type VI) adhered to the base sheet m a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsJsq. Membrane: Flintlastic STA, Flintlastic Diamond GTA, Flintlastic GTA or GTA -FR torch adhered to base or ply sheet. Surfacing: (Optional) Install one of the following: 1.400 lb./sq. gravel or 300 lb./sq. slag in a flood coat of approved mopping asphalt at an application rate of 60 lbJsq.. 2. Karnak 97, APOC 212 Fibrated Aluminum, Henry 520 Aluminum or Grundy AL MB at an application rate of 11/2 gal lsq., or APOC Sunbrite at an application rate of 3 gal./sq.. Maximum Design _ Pressure: -87.5 psf (for top layer minimum 15 / 1 6' thick fibcrglas applied in hot asphalt.) (See General Limitations #9) -107.5 psf (for top layer minimum 4" thick Perlite applied in hot asphalt.) (See General Limitations #9) • -227 psf (for top layer minimum %:" thick High Density Wood Fiberboard applied in hot asphalt.) (See General Limitations #9) -240 psf (for top layer minimum %' thick Dens Deck applied in hot asphalt.) (See General Limitations #9) NOA No.: 03-0319.12 Ezpiradon Date: 05 /19/08 Approval Date: 06/12/03 Page 7 of 29 :��'�i ii +:e �..ui; = =J:�. i %: iX " :04:::::: :, .. .:v��•�.q. . 7711771C._;;r -XX4 3gaitrrn :...: • ....., 89/89/83 17 :32:33 InfoPress -> 30568813962 CertainTeed Page 829 Membrane Type: Deck Type 3I: Deck Description: System Type A: All General and System Limitations apply. One or more layers of any of the following insulations: Base Insulation Layer Pyrox Minimum 1.3" thick ACFoaan -II, Isotherm R, ENRGY 2, PSI -25 Minimum 1.5" thick High Density Wood Fiberboard Minimum 'A" thick Perlite Minimum %" thick - Fiberglas Miaimum „'thick Deus Deck Minimum / thick Top Insulation Layer Fiberglas Minimum ' / thick High Density Wood Fiberboard Minimum W' thick Perlite Minimum 3/4" thick Dens -Deck • Minimum 'h" thick SBS MODIFIED Concrete Decks, Insulated, New Construction 2500 psi structural concrete or concrete plank Anchor sheet (optional), insulation adhered with approved asphalt. Insulation Fasteners Fastener Table 3 Density /ft N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Insulation Fasteners Fastener Table 3 Density/f1 NIA N/A NIA N/A N/A N/A N/A N/A NM N/A Note: Concrete deck shall be primed with ASTM D 41 asphalt primer and allowed to dry prior to application of base sheet. All insuladon shall be adhered to the anchor sheet in full mopping of approved hot asphalt within the EVT range and at a rate of 20-40 Ibs/100 ft Please refer to Roofing Application Standard RAS 117 for insulation attachment. Insulation listed as base layer only shall be used only as base layers with a second layer of approved top layer insulation installed as the final membrane substrate. Composite insulation panels may be used as a top layer placed with the potyisocyanurate side facing down. NOA No.: 03- 0319.12 Expiration Date: 05/19108 Approval Date: 0612/03 Page Iof29 .�,.. "; t ' • ',�,' ,:,_•: F , yip r ".:.'.:'•:w'k::,:r.:'"iS +;* �' �!'r,�. .. ... t :.. �v•':.. 'f,'�aa -.. x: ':'„ �.; -. .,. .,� . . r .., .. .'.59,.: ' {iin <t�n ... ..:r...•r,.,� ..�'i.��*o d'.a:: .<�Y".;•L. w�:i�tGd .:S,i_.. 89/09/03 17:33:20 InfoPress —> 38568H8962 CertainTeed Page 838 Anchor Sheet: (Optional) One ply of GS Glas Base, GS Flex -I Glas Base, Flexiglass FR Base or GS Po1ySMS Base adhered to the primed concrete deck with approved mopping . asphalt applied within the EVT range and at a rate of 20-40 Ibssq. Base Sheet: One ply of GS Glas Base. GS Flex -I Glas Base, Flex -I Glas FR Base, GS Poly SMS, Flintglas Ply Sheet (Type Pi) or Flintglas Premium Ply Sheet (Type VI) adhered to the insulated substrate with approved mopping asphalt applied within the EVT range and at a rate of 20-40 lbsisq..(See General Limitation #4) Ply Sheet: (Optional) One ply of GS Glas Base, GS Flex- I -Glas Base, Flex -I Glas FR Base, GS PolySMS or one or more plies of Flintglas Ply Sheet (Type IV) or Flintglas Premium Ply Sheet (Type VI) adhered to the base sheet in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsJsq. Membrane: One ply of Flintlastic GMS, Flintlastic Premium GMS, Flintlastic FR.-P, Flintlastic Premium FR.-P, Flintlastic FR PG or Flintlastic FR Cap adhered to base or ply sheet with approved mopping asphalt applied within the EVT range and at a rate of 20 to 40 lbs. /sq. or Flintlastic GTS torch adhered to base or ply sheet. Surfacing. (Optional) Install one of the following 1.400 lbisq. gravel or 300lbsq. slag in a flood coat of approved mopping asphalt at an application rate of 60 lbfsq.. 2. Karnak 97, APOC 212 Fibrated Aluminum, Henry 520 Aluminum or Grundy AL MB at an application rate of 1 Jh gal./sq., or APOC Sunbrite at an application rate of 3 gal. /sq.. Maximum Design - Pressure: -87.5 psf (for top Layer minimum " /, thick fiberglas applied in hot asphalt.) (See General Limitations #9) - 107.5 psf (for top layer minimum %" thick Perlite applied in hot asphalt.) (See General Limitations #9) -227 psf (for top layer minimum %2" thick High Density Wood Fiberboard applied in hot asphalt.) (See General Limitations #9) -240 psf (for top layer minimum %' thick Dens Deck applied in hot asphalt.) (See General Limitations #9) NOA No.: 03- 0319.12 Expiration Date: 05!19/08 Approval Date: 06/12/03 Page 9 of 29 89/09/03 17,34.12 InfoPress—> 3856131311962 CertainTeed Page 031 Membrane Type: APP Modified Deck Type 3I: Concrete Decks, Insulated, New Construction Deck Description: 2500 psi structural concrete or concrete plank System Type A-2: Base sheet and insulation adhered with approved asphalt. All General and System Limitations apply. One or more layers of any of the following insulations: Insulation Layer Insulation Fasteners Fastener Table 3 Density /ft ENRGY 2, ENRGY -2 Composite Minimum 1.5" thick N/A N/A Note: Concrete deck shall be primed with ASTM D 41 asphalt primer and allowed to dry prior to application of base sheet. Ail insulation shall be adhered to the anchor sheet in full mopping of approved hot asphalt within the EVT range and at a rate of 20-40 Ibs/100 ft Please refer to Roofing Application Standard RAS 117 for insulation attachment. Insulation listed as base layer only shall be used only as base layers with a second layer of approved fop layer insulation installed as the final membrane substrate. Composite insulation panels may be used as a top layer placed with the potyisocyanurate side facing down. Base Sheet: - Ply Sheet: Membrane: Surfacing: • One ply of GS Glas Base, GS Flex -I Glas Base, Flex I Glas FR. Base, GS Poly • SMS, Flintglas Ply Sheet (Type IV) or Flintglas Premium Ply Sheet (Type VI) adhered to the composite insulation with approved mopping asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. (Optional) One ply of GS Glas Base, GS Flex - I-Glas Base, Flex- l -Glas FR Base, GS PoIySMS or one or more plies of Flintglas Ply Sheet (Type IV) or Flintglas . Premium Ply Sheet (Type VI) adhered to the base sheet in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs.sq. Flintlastic STA, Flintlastic Diamond GTA, Flintlastic GTA or GTA -FR torch adhered to base or ply sheet. (Optional) install one of the following: 1.400 Ib.sq. gravel or 300 lbJsq. slag in a flood coat of approved mopping asphalt at an application rate of 60 lb./sq.. 2. Karnak 97, APOC 212 Fibrated Aluminum, Henry 520 Aluminum or Grundy AL MB at an application rate of 1 % gal./sq., or APOC Sunbrite at an application rate of 3 galJsq.. Maximum Design Pressure: -355 psf (See General Limitations # 9) NOA No.: 03- 0319.12 Expiration Date: 05/19/08 Approval Date: 06112/03 Page 10 of 29 89/89/83 17:35:89 InfoPress -> 3856888962 CertainTeed Page 832 Membrane Type: SBS MODIFIED Deck Type 3I: Concrete Decks, Insulated, New Construction Deck Description: 2500 psi structural concrete or concrete plank System Type A -2: Base sheet and insulation adhered with approved asphalt. All General and System Limitations apply. One or more layers of any of the following insulations: Insulation Layer insulation Fasteners Fastener Table 3 Density /ft ENRGY -2, ENRGY 2 Composite Minimum 1.5" thick N/A N/A Note: Concrete deck shall be primed with ASTM D 41 asphalt primer and allowed to dry prior to application of base sheet. All insulation shall be adhered to the anchor sheet in full mopping of approved hot asphalt within the EVT range and at a rate of 20-40 lbs/100 ft Please refer to Roofing Application Standard RAS 117 for insulation attachment. Insulation listed as base layer only shall be used only as base layers with a second layer of approved top layer insulation Installed as the final membrane substrate. Composite insulation panels may be used as a top layer placed with the polyisocyanurate side facing down. Base Sheet Ply Sheet Membrane: Surfacing: One ply of GS Glas Base, GS Flex -I Glas Base, Flex -I Glas FR Base, GS Poly SMS, Flintglas Ply Sheet (Type IV) or Flintglas Premium Ply Sheet (Type VI) adhered to the composite insulation with approved mopping asphalt applied within the EVT range and at a rate of 20-40 lbsisq. (Optional) One ply of GS Glas Base, GS Flex- I -Glas Base, Flex- I -Glas FR Base, GS PoIySMS or one or more plies of Flintglas Ply Sheet (Type IV) or Flintglas Premium Ply Sheet (Type VI) adhered to the base sheet in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 Ibs sq. One ply of Flintlastic GMS, Flintlastic Premium GMS, FIinttastic FR -P, Flintlastic Premium FR -P, Flintlastic FR -PG or Flintlastic FR Cap adhered to base or ply sheet with approved mopping asphalt applied within the EVT range and at a rate of 20 to 40 Ibs./sq. or Flintlastic GTS torch adhered to base or ply sheet. (Optional) Install one of the following: 1.400 lb./sq. gravel or 300 lb./sq. slag in a flood coat of approved mopping asphalt at an application rate of 60 Ibfsq.. 2. Karnak 97, APOC 212 Fibrated Aluminum, Henry 520 Aluminum or Grundy AL MB at an application rate of 114 gal./sq., or APOC Sunbrite at an application rate of 3 gal./sq.. Maximum Design Pressure: -355 psf (See General Limitations # 9) NOA No.: 03 Expiration Date: 05/19/08 Approval Date: 06/12/03 Page 11 of 29 :+ :;�:`; v :�':Sf'.,e.. :• : ?. ° .::�:^ .r v »1:. - iL:..t. ;'ac! ---„: e . v ,.�).. ,. ..i6�+. .. ..�:r�3/?r_..� ... -. , ,. .�:Y- 'i:...., .. ...... .. ... � . ........, _...... c.._. v _.t ,.._ 7 ......7.77 + c +4''°�.�' uw.•......"'�za.us'_�_ 89/89/83 17:36:14 Membrane Type: Deck Type 3I: Deck Description: System Type B: InfoPress —> APP Modified Concrete Decks, Insulated, New Construction 2500 psi structural concrete or concrete plank Base layer of insulation mechanically fastened, optional top layer adhered with approved asphalt. AU General and System Limitations apply. One or more layers of any of the following insulations: Base Insulation Layer Pyrox Minimum 1.3" thick 1 or 8 ENRGY -2, PSI -25 Minimum 1.4" thick 1 or 8 Minimum 2" thick 1, $ or 12 ACFoam -1l, Isotherm R Minimum 1.5" thick Minimum 2" thick Fiberglas Minimum 15 / 16 " thick Minimum 12 4 s " thick Perlite Minimum'/" thick High Density Wood Fiberboard Minimum %" thick Dens -Deck Minimum `'A" thick tie*1-- C:7'7:.•;: •i`.47-, ....`•?4.rti,74•V; : •:^'.:41;.:a4.:.. ...:v,11'Ms VTr"nIfir':.1` . CertainTeed Page 833 Insulation Fasteners Fastener Table 3 Density /ft 1 or 8 1, 8 o 12 1 or 8 5 or 14 1,8or12 1,8or12 1 or 8 1:2 ft= 1:2 ft= 1:3.2 ft 1:2 ft= 1:3.2 ft 1:2 ftz 1:2.7 ft 1:2 ft 1:2 ft 1:2ftz Note: Base layer shall be mechanically attached with fasteners and density described above. Insulation panels listed are minimum sixes and dimensions; if larger panels are used the number of fasteners per board shall be increased maintaining the same fastener density (See Roofing Application Standard RAS 117 for fastening details). Top Insulation Layer (Optional) insulation Fasteners Fastener Table 3 Density/ft Any of the insulations listed for Base Layer, above. Note: Optional top layer of insulation shall be adhered with approved hot asphalt within the EVT range and at a rate of 20-40 lbs/100 ft Please refer to Roofing Application Standard RAS 117 for insulation attachment. Composite insulation boards used as a top layer shall be installed with the polyisocyanurate face down. NOA No.: 03-0319.12 Expiration Date: 05/19 /08 Approval Date: 06/12/03 Page 12 of 29 89/89/83 17;37:83 InfoPress -> 3856/138962 CertainTeed Page 834 Base Sheet One ply of GS Glas Base, GS Flex -I Glas Base, Flex -I Glas FR Base, GS Poly SMS, Flintglas PIy Sheet (Type IV) or Flintglas Premium Ply Sheet (Type VI) adhered to the insulated substrate with approved mopping asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. (See General Limitation #4) Ply Sheet: (Optional) One ply of GS Glas Base, GS Flex- I-Glas Base, Flex -I -Glas FR Base, GS PolySMS or one or more plies of Flintglas Ply Sheet (Type IV) or Flintglas Premium Ply Sheet (Type VI) adhered with approved mopping asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. Membrane: Flir_tlastic STA, Flintlastic Diamond GTA, Flintlastic GTA or GTA-FR torch adhered to base or ply sheet. Surfacing: (Optional) Install one of the following: 1.4001bJsq. gravel or 300 lb. /sq. slag in a flood coat of approved mopping asphalt at an application rate of 60 Ibisq.. 2. Karnak 97, APOC 212 Fibrated Aluminum, Henry 520 Aluminum or Grundy AL MB at an application rate of 1'h gal./sq., or APOC Sunbrite at an application rate of 3 gat. /sq.. Maximum Design Pressure: -52.5 psf (See General Limitations #9) .... ... ... ... .. L[:�:P, Lim[ WU�S1V •.�o'i!.vf.: ^ \�Oi:i: °S:f.:a'.5 :`.�... ... C.ti^' '; t.. .i... ... IYOA No.: 03-0319.12 Expiration Date: 05/19 /08 Approval Date: 06/12/03 Page 13 of 29 09/09/03 17:37:40 InfoPress —> 3856962 CertainTeed Page 835 Membrane Type: SBS MODIFIED Deck Type 3I: Concrete Decks, Insulated, New Construction Deck Description: 2500 psi structural concrete or concrete plank System Type B: Base layer of insulation mechanically fastened, optional top layer adhered with approved asphalt. All General and System Limitations apply. One or more layers of any of the following insulations: Base Insulation Layer Insulation Fasteners Fastener Table 3 Density /fe Pyrox Minimum 1.3" thick 1 or 8 1:2 ft' ENRGY -2, PSI-25 Minimum 1. t" thick T or 8 1:2 ft= Minimum 2" thick 1, 8 12 ACFoam -II, Isotherm R Minimum 1.5" thick Minimum 2" thick - Fiberglas Minimum 16 116" thick Minimum Is / thick Fertile Minimum %" thick High Density Wood Fiberboard Minimum '/" thick Dens -Deck Minimum' 4" thick 1 or 8 1,8 or 12 1 or 8 5or14 1,8or 12 1,8or12 1 or 8 1:3.2 ft 1:2 W 1:3.2 ft= 1:2 ft' 1:2.7 ft' 1:2 ft' 1:2 ft' 1:2 ft' Note: Base layer shall be mechanically attached with fasteners and density described above. Insulation panels listed are minimum sizes and dimensions; if larger panels are used the number of fasteners per board shall be increased maintaining the same fastener density (See Roofing Application Standard RAS 117 for fastening details). Top Insulation Layer (Options!) Insulation Fasteners Fastener Table 3 Density /ft Any of the insulations listed for Base Layer, above. Note: Optional top layer of insulation shall be adhered with approved hot asphalt within the EVT range and at a rate of 20-40 Ibs/100 R Please refer to Roofing Application Standard RAS 117 for insulation attachment. Composite insulation boards used as a top layer shall be installed with the polyisocyanurate face down. NOA No.: 03-0319.12 Expiration Date: 05/19/08 Approval Date: 0012103 Page 14 of 29 89/09/83 17:3B:33 InfoPress —> 3856888962 CertainTeed Page 836 Base Sheet One ply of GS Glas Base, GS Flex -I Glas Base, Flex -I Glas FR Base, GS Poly SMS, Flintglas Ply Sheet (Type IV) or Flintglas Premium Ply Sheet (Type VI) adhered to the insulated substrate with approved mopping asphalt applied within the EVT range and at a rate of 20-40 lbs./sq.. Ply Sheet: (Optional) One ply of GS Glas Base, GS Flex- I-Glas Base, Flex- I -Glas FR Base, GS Po1ySMS or one or more plies of Flintglas Ply Sheet (Type IV) or Flintglas Premium Ply Sheet (Type VI) adhered to the base sheet in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsJsq. Membrane: One ply of Flintlastic GMS, Flintlastic Premium GMS, Flintlastic FR -P, Flintlastic Premium FR-P, Flintlastic FR -PG or Flintlastic FR Cap adhered to base or ply sheet with approved mopping asphalt applied within the EVT range and at a rate of 20 to 401bsJsq. or Flintlastic GTS torch adhered to base or ply sheet. Surfacing: (Optional) Install one of the following: 1. 400 lb. /sq. gravel or 300lb.sq. slag in a flood coat of approved mopping asphalt at an application rate of 60 lb./sq.. 2. Karnak 97, APOC 212 Fibrated Aluminum, Henry 520 Aluminum or Grundy AL MB at an application rate of 11/2 galJsq., or APOC Sunbrite at an application rate of 3 galJsq.. Maximum Design Pressure: -52.5 psf (See General Limitations #9) .. r ':';;:''+.+:. 1Y.' i^,. t! r_,: 5?: FL' r .:tw : .r�.'''1._,•:«,,;�'c:4 :�o. J.ri "�..,,'r';"^' :'�� :. a. NOA No.: 03-0319.12 Expiration Date: 05/19 /08 Approval Date: 06/12/03 Page 15 of 29 89/89/83 1739 :14 InfoPress -> 305688896Z CertainTeed Page 837 Membrane Type: APP Modified Deck Type 3I: Concrete Decks, Insulated, New Construction Deck Description: 2500 psi structural concrete or concrete plank System Type C: All layers of insulation simultaneously fastened. Ali General and System Limitations apply. One or more layers of any of the following insulations: Base Insulation Layer (Optional) Insulation Fasteners Fastener Table 3 Density /fe Pyrox Minimum 1.3" thick N/A N/A ENRGY 2, PSI -25, ACFoam -II, Isotherm R Minimum 1.5" thick N/A N/A Fiberglas Minimum 's /16" thick N/A N/A Perlite Minimum %" thick N/A N/A High Density Wood Fiberboard Minimum %'' thick NIA NIA Dens -Deck Minimum Y." thick N/A N/A Note: All layers shall be simultaneously fastened; sce top layer below for fasteners and density. Top Insulation Layer Periite Minimum'" thick High Density Wood Fiberboard Minimum %" thick Dens -Deck Minimum %_" thick Base Sheet Insulation Fasteners Fastener Table 3 Density /ft 1,Sorl2 1,8or 12 1,8or12 1:2 ft= 1:2ft 1:2 ftz Note: All Layers of insulation shall be mechanically attached using the fastener density listed above. The insulation panels listed are minimum sizes and dimensions; if larger panels are used, the number of fasteners shall be increased maintaining the same fastener density. One ply of GS Glas Base, GS Flex -I Glas Base, Flex -1 Glas FR Base, GS Poly SMS, Flintglas Ply Sheet (Type IV) or Flintgias Premium Ply Sheet (Type VI) adhered to the insulated substrate with approved mopping asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. (See General Limitation #4) NOA No.: 03 -0319.12 Expiration Date: 05/19/08 Approval Date: 06/12/03 Page 16of29 .. •.dr:: w :s a w ? Y:,�3p, 'Ci'°, k!r :• $ry ° ` ?'+ ' •F•�: „' Fc dr m 3'' S ('( jY�. .w.tr:: " �^�d' '•`�'a x F:^FTsn';; :�'"."Y u ' . „ �r'., •ew.., & r •,, . . 89189!83 17:48 :82 InfoPress —> 3E6GEE962 CertainTeed Page 830 Ply Sheet: (Optional) One ply of GS Glas Base, GS Flex- I-Gtas Base, Flex- I-Glas FR Base, GS Po1ySMS or one or more plies of Fiintglas Ply Sheet (Type IV) or Flintglas Premium Ply Sheet (Type VI)) adhered with approved mopping asphalt applied within the £VT range and at a rate of 20-40 lbs./sq. Membrane: Flintlastic STA, Flintlastic Diamond OTA, Flinttastic GTA or GTA -FR torch adhered to base or ply sheet. Surfacing: - (Optional) Install one of the following: 1.400 lb Act. gravel or 300 lb./sq. slag in a flood coat of approved mopping asphalt at an application rate of 60 lb./sq.. 2. Karnak 97, APOC 212 Fibrated Aluminum, Henry 520 Aluminum or Grundy AL MB at an application rate of 1'4 gal./sq., or APOC Sunbrite at an application rate of 3 gal./sq.. Maximum Design Pressure: -52.5 psf (See General Limitations #9) NOA No.: 03- 0319.12 Expiration Date: 05119/08 Approval Date: 06/12/03 Page 17 of 29 89/89/03 17:48: Ply Sheet (Optional) One ply of GS Glas Base, GS Flex- 1 -Gias Base, Flex- I-Glas FR Base, GS PoIySMS or one or more plies of Flintglas Ply Sheet (Type IV) or Flintglas Premium Ply Sheet (Type VI) adhered with approved mopping asphalt applied within the EVT range and at a rate of 20-40 Ibsisq. Membrane: Flintlastic STA, Flintlastic Diamond GTA, Flintlastic GTA or GTA -FR torch adhered to base or ply sheet. Surfacing: (Optional) Install one of the following: 1.400 lb./sq. gravel or 300 lb. /sq. slag in a flood coat of approved mopping asphalt at an application rate of 60 lb /sq.. 2. Karnak 97, APOC 212 Fibrated Aluminum, Henry 520 Aluminum or Grundy AL MB at an application rate of 1% gal /sq., or APOC Sunbrite at an application rate of 3 gal./sq.. Maximum Design Pressure: -52.5 psf (See General Limitations #9) Inf oPress—> 2 CertainTeed Page EBB NOA No.: 03- 0319.12 Expiration Date: 05/19/08 Approval Date: 06/12/03 Page 17 of 19 119 /119 /H3 1? 4H 733 Inf oPress -> 3856131313962 Certa i nTeed Page 039 Membrane Type: SBS MODIFIED Deck Type 31: Concrete Decks, Insulated, New Construction Deck Description: 2500 psi structural concrete or concrete plank System Type C: All layers of insulation simultaneously fastened. All General and System Limitations apply. One or more layers of any of the following insulations: Base Insulation Layer (Optional) Insulation Fasteners Fastener Table 3 Density /ft Pyrex Minimum 1.3" thick N/A N/A ENRGY -2, PSI -25, ACFoam -U, Isotherm R Minimum 1.5" thick N/A NIA Fiberglas Minimum is /16 thick - N/A N/A Perlite Minimum %" thick N/A N/A High Density Wood Fiberboard Minimum 1 /2" thick N/A N/A Dens -Deck Minimum VI" thick Note: All layers shall be simultaneously fastened; see top layer below for fasteners and density. Top Insulation Layer Perlite Minimum W' thick ' High Density Wood Fiberboard Minimum W' thick Dens -Deck Minimum %" thick Note: Ail layers of insulation shall be mechanically attached using the fastener density listed above. The insulation panels listed are minimum sizes and dimensions; if larger panels are used, the number of fasteners shall be increased maintaining the same fastener density. Base Sheet: N/A N/A Insulation Fasteners Fastener Table 3 Density/ft 1, Sor12 1,8or12 1,8or 12 1:2 ft= 1:2 ft= 1:2 ft: One ply of GS Glas Base, GS Flex -I Glas Base, Flex -I Gtas FR Base, GS Poly SMS, Flintglas Ply Sheet (Type IV) or Flintglas Prcmium Ply Sheet (Type VI) adhered to the insulated substrate with approved mopping asphalt applied within. the EVT range and at a rate of 2040 lbslsq. (See General Limitation #4) NOA No. 03- 0319.12 Explratlon Date: 05/19/08 Approval Date: 06/12/03 Page 18 of 29 89/89/83 17:41:28 InfoPress —> 3856888962 CertainTeed Page 848 Ply Sheet: (Optional) One ply of GS Glas Base, GS Flex -I -Glas Base, Flex- I-Glas FR Base, GS Po1ySMS or one or more plies of Flintglas Ply Sheet (Type IV) or Flintglas Premium Ply Sheet (Type VI) adhered to the base sheet in a Rill mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsJsq. Membrane: One ply of Flintlastic GMS, Flintlastic Premium GMS, Flintlastic FR-P, Flintlastic Premium FR,-P, Flintlastic FR -PG or Flintlastic FR Cap adhered to base or ply sheet with approved mopping asphalt applied within the EVT range and at a rate of 20 to 40 lbsJsq. or Flintlastic GTS torch adhered to base or ply sheet. Surfacing: (Optional) Install one of the following: 1.400 lb./sq. gravel or 300 lb. /sq. slag in a flood coat of approved mopping asphalt at an application rate of 60 lb./sq.. 2. Kamak 97, APOC 212 Fibrated Aluminum, Henry 520 Aluminum or Grundy AL MB at an application rate of 1!2 galJsq., or APOC Sunbrite at an application rate of 3 galJsq.. Maximum Design Pressure: -52.5 psf (See General Limitations #9) NDA No.: 03- 0319.12 Expiration Date: 05119/08 Approval Date: 06/12/03 Page 19 of 29 • .. . • .__ .. • ti 89/E19/83 17:41:56 InfoPress —> 3856888%2 CertainTeed Page 841 Membrane Type: APP Modified Deck Type 3I: Concrete Decks, insulated, New Construction Deck Description: 2500 psi structural concrete or concrete plank System Type D: All layers of insulation and base sheet simultaneously attached. All General and System Limitations apply. One or more layers of any of the following insulations: Base Insulation Layer (Optional) Insulation Fasteners Fastener Table 3 Dcnslty /ft Pyrox Minimum 13" thick NIA N/A ACFoam -II, Isotherm R, ENRGY -2, PSI -2S Minimum 1.5" thick NIA NIA Fiberglas Minimum I ' / thick N/A N/A Perlite Minimum'!." thick N/A N/A High Density Wood Fiberboard Minimum's" thick N/A N/A Dens -Deck Minimum' /." thick NIA N/A Top Insulation Layer Insulation Fasteners Fastener Table 3 Density/fi Periite Minimum 'A" thick NIA N/A High Density Wood Fiberboard Minimum `'A" thick NIA N/A N/A N/A Dens -Deck Minimum %" thick Note:. Top layer shall have preliminary attachment, prior to the installation of the base/anchor sheet, at a minimum application rate of two fasteners per board for insulation boards having no dimension greater than 4 ft, and four fasteners for any insulation board having no dimension greater than 8 ft. All layers of insulation and base sheet shall be simultaneously fastened. See base /anchor sheet below for fasteners and density. NOA No.: 03- 0319.12 Expiration Date: 05/19/08 Approval Date: 06/12/03 Page 20 of 29 �:.: .... T■i?.;1a ...._ ...c :. .>. ..._ .. �'.•+^'. ai-u Ittrea:':7Aard. C.!'a'°.:. -. r .. .. ...:. ..... ._ ar g"biaat,:''? 89/89/03 17:42:39 Inf oPress; > 385680862 CertainTeed Page 842 Base Sheet One ply of GS Glas Base, GS Flex -I Glas Base, or Flex -I Glas FR Base mechanically attached as detailed in Fastening # I or #2, below or one ply of GS Poly SMS mechanically attached as detailed in Fastening #3 or #4, below. Fastening #1: Olympic #14 Screws and metal plates, Dekfast #14 or #15, or HD Insultlxx and metal plates at a 4" side lap 12" o.c. and two rows staggered in the center of the sheet, 24" o.c. Fastening #2: Olympic #14 Screws and metal plates, Dekfast #14 or #15, or HD Insulf xx and metal plates at a 4" side lap 12" o.c. and one row in the center of the sheet, 18" o.c. Fastening #3: Olympic #14 Screws and metal plates, Dekfast #14 or #15, or HD Insulfixx and metal plates at a 4" side lap 12" o.c. and two rows staggered in the center of the sheet, 36" o.c. Fastening #4: HD Insulfixx screws and 2" round metal plates at.a 4" side lap, 12" o.c. Ply Sheet: (Optional) One ply of GS Glas Base, GS Ffex- I-Glas Base, Flex - I-Glas FR Base, GS PoIySMS or one or more plies of Flintglas Ply Sheet (Type IV) or Flintglas Premium Ply Sheet (Type VI) adhered to the base sheet in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 40lbs.sq. Membrane: Flintlastic STA, Flintlastic Diamond GTA, Flintlastic GTA or GTA -FR torch adhered to base or ply sheet. Surfacing: (Optional) Install one of the following: 1.400 lb./sq. gravel or 300 lb./sq. slag in a flood coat of approved mopping asphalt at an application rate of 60 lb. /sq.. 2. Karnak 97, APOC 212 Fibrated Aluminum, Henry 520 Aluminum or Grundy AL MB at an application rate of 1% gal. /sq., or APOC Sunbrite at an application rate of 3 gal. /sq.. Maximum Design • PMressure: -45 psf (See General Limitation #9) NOA No.: 03- 0319.12 Expiration Date: 05/19/08 Approval Date: 06/12/03 Page 21 of 29 89/89/83 17:43:7.5 Membrane Type: Deck Type 3I: Deck Description: System Type D: All General aad System Limitations apply. One or more Layers of any of the following insulations: Base insulation Layer (Optional) Pyrox Minimum 1.3" thick ACFoam -11, Isotherm R, ENRGY -2, PSI-25 Minimum 1.5" thick Fiberglas Minimum 15 / 1d " thick Perlite Minimum 3 /," thick High Density Wood Fiberboard Minimum W' thick Dens -Deck • Minimum'/." thick Top Insulation Layer Perlite Minimum 3'" thick High Density wood Fiberboard Minimum 'A" thick Dens -Deck Minimum'!," thick Note: Top layer shall have preliminary attachment, prior to the installation of the base/anchor sheet, at a minimum application rate of two fasteners per board for insulation boards having no dimension greater than 4 ft., and four fasteners for any insulation board having no dimension greater than 8 ft. All layers of insulation and base sheet shall be simultaneously fastened. See base/anchor sheet below for fasteners and density. InfoPress — > 3856888962 CertainTeed SBS MODIFIED Concrete Decks, Insulated, New Construction 2500 psi structural concrete or concrete plank AU layers of insulation and base sheet simultaneously attached. Insulation Fasteners Table 3 N/A •,N /A N/A N/A N/A N/A Insulation Fasteners Table 3 N/A N/A N/A Fastener Density /ft N/A N/A N/A N/A N/A N/A Fastener Density /ft' N/A N/A N/A Page 843 NOA No.: 03- 0319.12 Expiration Date: 05/19/08 Approval Date: 06/12/03 Page 22 of 29 89/89/83 17:44:08 IufQPress -> 3056888962 CertainTeed Page 044 Base Sheet One ply of GS Glas Base, GS Flex -I Glas Base, or Flex -I Glas FR Base mechanically attached as detailed in Fastening #1 or #2, below or one ply of GS Poly SMS mechanically attached as detailed in Fastening #3 or #4, below. Fastening #1: Olympic #14 Screws and metal plates, Dekfast #14 or #15, or HD Insulfixx and metal plates at a 4" side lap 12" o.c. and two rows staggered in the center of the sheet, 24" o.c. Fastening #2: Olympic #14 Screws and metal plates, Dekfast #14 or #15, or HD Insulfixx and metal plates at a 4" side Iap 12" o.c. and one row in the center of the sheet, 18" o.c. Fastening #3: Olympic #14 Screws and metal plates, Dekfast #14 or #15, or HD Insulfixx and metal plates at a 4" side lap 12" o.c. and two rows staggered in the center of the sheet, 36" o.c. Fastening #4: HD Insulfixx screws and 2" round metal plates at a 4" side lap, 12" o.c. Ply Sheet (Optional) One ply of GS Glas Base, GS Flex- I -Glas Base, Flex- I -Glas FR Base, GS PeIySMS or one or more plies of Flintglas Ply Sheet (Type IV) or Flintglas Premium Ply Sheet (Type VI) adhered to the base sheet in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Membrane: One ply of Flintlastic GMS, Flintlastic Premium GMS, Flintlastic FR-P, Flintlastic Premium FR -P, Flintlastic FR -PG or Flintlastic FR Cap adhered to base or ply sheet with approved :mopping asphalt applied within the EVT range and at a rate of 20 to 40 lbsisq. or Flintlastic GTS torch adhered to base or ply sheet. (Optional) Install one of the following: 1.400 Ibfsq. gravel or 300 lb. /sq..slag in a flood coat of approved mopping asphalt at an application rate of 60 lb./sq.. 2. Karnak 97, APOC 212 Fibrated Aluminum, Henry 520 Aluminum or Grundy AL MB at an application rate of 11/2 galJsq., or APOC Sunbrite at an application rate of 3 gal. /sq.. • . Surfacing: Maximum Design Pressure: -45 psf (See General Limitation #9) NOA No.: 03-41319.12 Expiration Date: 05119/08 Approval Date: 06/12/03 Page 23 of 29 89/89/83 17:44:57 InfoPress —> 3856888962 CertainTeeti Page 845 Membrane Type: APP MODIFIED Deck Type 3: Concrete Decks, Non - insulated, New Construction Deck Description: 2500 psi structural concrete or concrete plank System Type E: Base sheet mechanically fastened. AU General and System Limitations apply. Base Sheet: One ply of GS Glas Base, GS Flex -I Glas Base, or Fla-I Glas FR Base mechanically attached as detailed in Fastening #1 or #2, below or one ply GIGS Poly SMS mechanically attached as detailed in Fastening #3 or 44, below. Fastening #1: Olympic #14 Screws and metal plates, Dekfast #14 or 415, or HD Insulfixx and metal plates at a 4" side lap 12" o.c. and two rows staggered in the center of the sheet, 24" o.c. Fastening #2: Olympic #14 Screws and metal plates, Dekfast 414 or 415, or HD Insulfixx and metal plates at a 4 " side lap 12" o.c. and one row in the center of the sheet, 18" o.c. Fastening #3: Olympic #14 Screws and metal plates, Dekfast #1.4 or 415, or HD Insulfboc and metal plates at a 4" side lap 12" o.c. and two rows staggered in the center of the sheet, 36" o.c. - Fastening #4: Ply Sheet: I-ID Insulfixx screws and 2" round metal plates at a 4" side lap, 12" o.c. (Optional) One ply of GS Glas Base, GS Flex-1-Glas Base, Flex - I-Glas FR. Base, GS PoiySMS or one or more plies of Flintglas Ply Sheet (Type IV) or Flintglas Premium Ply Sheet (Type VI) adhered to the base sheet in a full mopping of approved asphalt applied within the EVT range and at a rate of 20.40 lbs./sq. Membrane: Flintlastic. STA, Flintlastic Diamond GTA, Flintlastic GTA or GTA -FR torch adhered to base or ply sheet. Surfacing: (Optional) Install one of the following: 1. 400 lb /sq. gravel or 300 lbJsq. slag in a flood coat of approved mopping asphalt at an application rate of 60 lb.isq.. 2. Karnak 97, APOC 212 Fibrated Aluminum, Henry 520 Aluminum or Grundy AL MB at an application rate of 1'A gal /sq., or APOC Sunbrite at an application rate of 3 gal./sq.. Maximum Design Pressure: -45 psf (See General Limitation 49) NOA No.: 03-0319.12 Expiration Date: 05/19/08 Approval Date: 06/12/03 Page 24 of 29 .,..;:- s` '.v.1377 i :.!;i r• .:.to' °'; A' : , �. ;. n,,?- •:'';7 -,•.n- . .. ,.�•�. "- � r.:.;[.: „)7'•k�, . � . 1 . • . . . •i:: .'.';iK� ..... .. - "''t• >.' :�'?k1', 7^.s'D �.rC7q : >x.n �r"1�! • 09/89/133 17:45:49 • Membrane Type: DeckType3: Deck Description: System Type E: Base Sheet: • Fastening #1: Fastening #2: Fastening #3: . Fastening #4: Ply Sheet: Membrane: Surfacing: InfoPress`> CertainTeed SBS MODIFIED Concrete Decks, Non - insulated, New Construction 2500 psi structural concrete or concrete plank Base sheet mechanically fastened. All General and System Limitations apply. One ply of GS Glas Base, GS Flex -I Glas Base, or Flex -I Glas FR Base mechanically attached as detailed in Fastening #1 or #2, below or one ply of GS Poly SMS mechanically attached as detailed in Fastening #3 or #4, below, Olympic #14 Screws and metal plates, Dekfast #14 or #15, or HD Insulftxx and metal plates at a 4" side lap 12" o.c. and two rows staggered in the center of the sheet, 24" o.c. Olympic #14 Screws and metal plates, Dekfast # 14'or #I5, or HD Insulftxx and metal plates at a 4" side lap 12" o.c. and one row in the center of the sheet, 18" o.c. Olympic #14 Screws and metal plates, Dekfast #14 or #15, or HD Insulftzx and metal plates at a 4" side lap 12" o.c. and two rows staggered in the center of the sheet, 36" o.c. HD Insulfixx screws and 2" round metal plates at a 4" side lap, 12" o.c. (Optional) One ply of GS Glas Base, GS Flex- i -Glas Base, Flex- I -Glas FR Base, GS PoIySMS or one or more plies of Flintglas Ply Sheet (Type IV) or Flintglas Premium Ply Sheet (Type VI) adhered to the base sheet in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs /sq. One ply of Flintlastic GMS, Flintlastic Premium GMS, Flintlastic FR -P, Flintlastic Premium FR -P, Flintlastic FR -PG or Flintlastic FR Cap adhered to base or ply sheet with approved mopping asphalt applied within the EVT range and at a rate of 20 to 40 Ibssq. or Flintlastic GTS torch adhered to base or ply sheet. (Optional) Install one of the following: 1. 400 Ibisq. gravel or 300 Ibisq. slag in a flood coat of approved mopping asphalt at an application rate of 60 Ibisq.. 2. Karnak 97, APOC 212 Fibrated Aluminum, Henry 520 Aluminum or Grundy AL MB at an application rate of 1''A gaL/sq., or APOC Sunbrite at an application rate of 3 galfsq.. Maximum; Design Pressure: -45 psf (See General Limitation #9) % , t:c':• ° .. = ( :r " +?Z>:t * i.';'. 7 ;`? " '' ..,; 4`f: r'r ".� C °: " ∎∎TiV>" :ik' a•. 'o Page 046 NOA No.: 03- 0319.12 Expiration Date: 05/19/08 Approval Date: 06/12103 Page 25 of 29 89/139/83 17 :46 :44 Membrane Type: Deck Type 3: Deck Description: System Type F: Ply Sheet InfoPrese`> 3056808962 CertainTeed APP MODIFIED Concrete Decks, Non - insulated, New Construction 2500 psi structural concrete or concrete plank Base sheet adhered with approved asphalt. All General and System Limitations apply. Note: Concrete deck shall be primed with ASTM D 41 asphalt primer and allowed to dry prior to application of base sheet. Base Sheet One ply of GS Glas Base, GS Flex I Glas Base, Flex -I Glas FR Base, GS Poly SMS, Flintglas Ply Sheet (Type IV) or Flintglas Premium Ply Sheet (Type VI) adhered to the substrate with approved mopping asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. or one ply of GS Black Diamond Base self- adhered to the substrate. (See General Limitation #4) (Optional) One ply of GS Glas Base, GS Flex- I-Glas Base, Flex -I -Glas FR Base, GS PoIySMS or one or more plies of Flimsies Ply Sheet (Type IV) or Flintglas Premium Ply Sheet (Type VI) adhered to the base sheet in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsJsq.. Membrane: FIintlastic STA, Flintlastic Diamond GTA, Flintlastic GTA or GTA -FR torch adhered to base or ply sheet. Surfacing. (Optional) Install one of the following: 1. 400 lb./sq. gravel or 3001bisq., slag in a flood coat of approved mopping asphalt at an application rate of 60 lb./sq.. 2. Karnak 97, APOC 212 Fibrated Aluminum,.Henry 520 Aluminum or Grundy AL MB at an application rate of 1 Ya gal. /sq., or APOC Sunbrite at an application rate of 3 galJsq.. Maximum Design Pressure: -240 psf (See General Limitation #9) NOA No.: 03 Expiration Date: 05/19/08 Approval Date: 06/12/03 Page 26 of 29 Page 847 4- 89/89/113 17:47:38 • Membrane Type: Deck Type 3: Deck Description: System Type F: All General and System Limitations apply. Note: Concrete deck shall be primed with ASTM D 41 asphalt primer and allowed to dry prior to application of base sheet. Base Sheet: Ply Sheet Membrane: Surfacing: Maximum Design Pressure: InfoPress -> 3056888962 CertainTeed SBS MODIFIED Concrete Decks, Non - insulated, New Construction 2500 psi structural concrete or concrete plank Base sheet adhered with approved asphalt. One ply of GS Glas Base, GS Flex -I Glas Base, Flex -I Glas FR Base, QS Poly SMS, Flintglas Ply Sheet (Type IV) or FlintgIas Premium Ply Sheet (Type VI) adhered to the substrate with approved mopping asphalt applied within the EVT range and at a rate of 20-40 Ibsfsq. or one ply of GS Black Diamond Base self - adhered to the substrate. (See General Limitation #4) (Optional) One ply of GS Glas Base, GS Flex- I -Glas Base, Flex- l-Glas FR Base, GS PoIySMS or one or more plies of Flintglas Ply Sheet (Type IV) or Flintglas Premium Ply Sheet (Type VI) adhered to the base sheet in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 Ibs.sq.. One ply of Flintlastic GMS, Flintlastic Premium GMS, Flintlastic FR-P, Flintlastic Premium FR -P, Flintlastic FR PG or Flintlastic FR Cap adhered to base or ply sheet with approved mopping asphalt applied within the EVT range and at a rate of 20 to 40 lbsJsq. or Flintlastic GTS torch adhered to base or ply sheet. (Optional) Install one of the following: 1.400 lb/sq. gravel or 3001b.sq. slag in a flood coat of approved mopping asphalt at an application rate of 60 lbfsq.. 2. Karnak 97, APOC 212 Fibrated Aluminum or Grundy AL MB at 11/2 gal /sq., or APOC Sunbrite at an application rate of 3 gal /sq.. -240 psf (See General Limitation #9) Page 1148 NOA No.: 03- 0319.12 Expiration Date: 05/19/08 Approval Date: 06/12/03 Page 27of29 89/89/83 17:40:17 Infopress—> 3058000962 CertainTeed Page 849 A • • CONCRETE DECK SYSTEM LIMITATIONS: I. If mechanical attachment to the structural deck through the lightweight insulating concrete is proposed, a field withdrawal resistance testing shall be performed to determine fastener patterns and density. All testing and fastening design shall be in compliance with Testing Application Standard TAS 105 and Roofing Application Standard RAS 117, calculations shall be signed and seated by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant. NOA No.: 034319.12 Expiradoa Date: 05/19/08 Approval Date: 06/12/03 Page 28 of 29 • 89/09/83 17:48:43 GENERAL. LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiplefayers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one dawn the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbsJsq. Note: Spot attached systems shalt be. limited to a maximum design pressure of 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 ti Professional Engineer, Registered 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. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this Umitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) S. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform with Roofmg 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 InfoPresn —> CertainTeed Page 858 �`k< _ ...... NOA No.: 03-03I9.12 Expiration Date: 05/19/03 Approval Date: 06/12/03 Page 29 of 29 • .!