Florida Building Code Product Approval

Transcription

1 Florida Building Code Product Approval Updated 4/7/10 Your Best and Safest Choice Quality You Can Trust Since 1886!

2 Florida Building Code Online Page 1 of 10/9/010 BCI S Hom e Log I n User Registration Hot Topics Subm it Surcharge Stats & Facts Publications FBC Staff BCI S Site Map Links Search Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL13464 Application Type New Code Version 007 Application Status Approved Com m ents Archived Product Manufacturer Address/ Phone/ Em ail GAF Materials Corporation 1361 Alps Road Wayne, NJ (973) lindareith@trinityerd.com Authorized Signature Beth McSorley lindareith@trinityerd.com Technical Representative Beth McSorley Address/ Phone/ Em ail 1361 Alps Road - Bldg 11-1 Wayne, NJ (973) BMcSorley@gaf.com Quality Assurance Representative Address/ Phone/ Em ail Category Subcategory Roofing Modified Bitum en Roof System Com pliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Nam e who developed the Evaluation Report Florida License Quality Assurance Entity Robert Niem inen PE FM Approvals - QA Quality Assurance Contract Expiration Date 0/ 03/ 013 Validated By John W. Knezevich, PE Validation Checklist - Hardcopy Received Certificate of I ndependence FL13464_R0_COI _Trinity ERD CI - Niem inen.pdf Referenced Standard and Year (of Standard) St andard Year ASTM D ASTM D6 00 ASTM G FM Equivalence of Product Standards

3 Florida Building Code Online Page of 10/9/010 Certified By Sections from the Code Product Approval Method Method 1 Option D Date Subm itted 0/ 03/ 010 Date Validated 0/ 10/ 010 Date Pending FBC Approval 0/ 15/ 010 Date Approved 04/ 07/ 010 Sum m ary of Product s FL # Model, N um ber or N am e Description Tri-Ply System s Modified Bitum en Roof System s Lim its of Use I nst allation I nst ruct ions Approved for use in HVHZ: No FL13464_R0_I I _er01010fi NAL_GAF_MOD Approved for use outside HVHZ: Yes BI T_FL13464.pdf I m pact Resistant: N/ A Verified By: Robert Niem inen PE Design Pressure: + N/ A/ Created by I ndependent Third Party: Yes Other: 1.) The DP noted in this application pertains to Evaluation Reports one particular roof assem bly. Refer to ER Appendix for all FL13464_R0_AE_er01010FI NAL_GAF_MOD assem blies and m ax. DP's..) Refer to ER Section 5 for BI T_FL13464.pdf Limits of Use. Created by I ndependent Third Party: Yes Back Next Departm ent of Com m unity Affairs Florida Building Code Online Codes and Standards 555 Shum ard Oak Boulevard Tallahassee, Florida (850) , Fax (850) The State of Florida. All rights reserved. Privacy Statem ent Copyright Statem ent Accessibility Statem ent Plug-in Software Custom er Service Survey Contact Us Product Approval Accepts:

4 EVALUATI ON REPORT GAF Materials Corporation Alps Road W ayne, NJ EXTERI OR RESEARCH & DESI GN, LLC. Certificate of Authorization # Christian Street, Unit 13 Oxford, CT PHONE: (03) FAX: (03) Evaluation Report G R1 FL Date of I ssuance: 0 / 0 3 / Revision 1 : 0 / 1 0 / SCOPE: This Evaluation Report is issued under Rule 9B-7 and the applicable rules and regulations governing the use of construction m aterials in the State of Florida. The docum entation subm itted has been reviewed by Robert Niem inen, P.E. for use of the product under the Florida Building Code. The product described herein has been designed to com ply with the 007 Florida Building Code sections noted herein. D ESCRI PTI ON: Tri- Ply Modified Bitum en Roof System s LABELI N G: Each unit shall bear labeling in accordance with the requirem ents the Accredited Quality Assurance Agency noted herein. CON TI N UED COMPLI AN CE: This Evaluation Report is valid until such tim e as the nam ed product(s) changes, the referenced Quality Assurance docum entation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the nam ed client constitutes agreem ent to notify Robert Niem inen, P.E. if the product changes or the referenced Quality Assurance docum entation changes. Trinity ERD requires a com plete review of this Evaluation Report relative to updated Code requirem ents with each Code Cycle. ADVERTI SEMEN T: The Evaluation Report num ber preceded by the words Trinity ERD Evaluated m ay be displayed in advertising literature. I f any portion of the Evaluation Report is displayed, then it shall be done in its entirety. I N SPECTI ON: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the m anufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 3, plus a 13-page Appendix. Prepared by: Robert J.M. Niem inen, P.E. Florida Registration 59166, Florida DCA ANE1983 The facim ilie seal appearing was authorized by Robert Niem inen, P.E. on 0/ 10/ 010 This does not serve as an electronically signed docum ent. Signed, sealed hardcopies have been transm itted to the Product Approval Adm inistrator and to the nam ed client CERTI FI CATI ON OF I NDEPENDENCE: 1. Exterior Research & Design, LLC. d/ b/ a Trinity ERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any com pany m anufacturing or distributing products it evaluates.. Exterior Research & Design, LLC. d/ b/ a Trinity ERD is not owned, operated or controlled by any com pany m anufacturing or distributing products it evaluates. 3. Robert Niem inen, P.E. does not have nor will acquire, a financial interest in any com pany m anufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Niem inen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product.

5 ROOFI N G SYSTEMS EVALUATI ON: 1. SCOPE: Product Category: Roofing Sub- Category: Modified Bitum en Roof System s Com pliance Statem ent: Tri-Ply Modified Bitum en Roof System s, as produced by GAF Materials Corporation, have dem onstrated com pliance with the following sections of the Florida Building Code through testing in accordance with the following Standards. Com pliance is subject to the I nstallation Requirem ents and Lim itations / Conditions of Use set forth herein.. SNDARDS: Section Property Standard Year Wind FM Weathering ASTM G I m pact FM Physical Properties ASTM D Physical Properties ASTM D REFEREN CES: Entity Exam inat ion Reference Date ERD (TST 6049) FM 4470 Wind / 01/ 1995 ERD (TST 6049) FM 4470 Wind / 01/ 1995 ERD (TST 6049) FM 4470 Wind / 01/ 1997 ERD (TST 6049) ASTM G155 Weathering G / 01/ 010 ASTM D3909 Physicals ASTM D6 Physicals FM Approvals (TST1867) FM D4Q.AM 05/ 0/ 1997 FM Approvals (TST1867) FM B9A8.AM 09/ 04/ 1997 FM Approvals (TST1867) FM / 14/ 001 FM Approvals (TST1867) FM / 10/ 003 FM Approvals (TST1867) FM / 30/ 004 FM Approvals (TST1867) FM / 18/ 006 FM Approvals (TST1867) FM / 1/ 009 FM Approvals ( QUA1860) Quality Assurance RoofNav Listings Current 4. PRODUCT D ESCRI PTI ON: This Evaluation Report covers Tri-Ply Modified Bitum en Roof System s installed in accordance with GAF Materials Corporation published installation instructions and the Lim itations / Conditions of Use herein. The following products m ake up the subject system s. Type Base/ Ply s: Cap Mem branes: Table 1 : Roll- Goods for Tri- Ply Modified Bit um en Roof Syst em s Specification Product Reference Grade Type ASTM D4601 N/ A I I Tri-Ply Ply 4 ASTM D178 N/ A I V Tri-Ply Ultra-Flexible Ply 6 ASTM D178 N/ A VI Tri-Ply Mineral Surfaced Cap ASTM D3909 N/ A N/ A Tri-Ply TP-4 ASTM D6 S I Tri-Ply TP-4G ASTM D6 G I 5. LI MI TI ON S: 5.1 This Evaluation Report is not for use in HVHZ jurisdictions. 5. Refer to a current Roofing Materials Directory for fire ratings of this product. Exterior Research and Design, LLC. Evaluat ion Report G R1 Certificate of Authorization # FL Revision 1 : 0 / 1 0 / Page of 3

6 5.3 For steel deck installations, foam plastic insulation shall be separated from the building interior in accordance with FBC unless the exceptions stated in FBC and apply. 5.4 Unless otherwise noted in Appendix 1, roof decking and its attachm ent shall be specified and installed to m eet project design criteria to the satisfaction of the AHJ. 5.5 For recover installations, the existing roof shall be exam ined in accordance with FBC For m echanically attached insulation or m em brane or strip-bonded insulation, the m axim um design pressure for the selected assem bly shall m eet or exceed the Zone 1 design pressure determ ined in accordance with FBC Chapter 16. Zones and 3 shall em ploy an attachm ent density designed by a qualified design professional to resist the elevated pressure criteria. Com m only used m ethods are RAS 117 and FM LPDS For fully-adhered insulation, the m axim um design pressure for the selected assem bly shall m eet or exceed critical design pressure determ ined in accordance with FBC Chapter 16. No rational analysis is perm itted for these system s 5.8 For m echanically attached insulation or m em brane over existing roof decks, fasteners shall be tested in the existing deck for withdrawal resistance. A qualified design professional shall review the data for com parison to the m inim um requirem ents for the system. Testing and analysis shall be in accordance with S 105 or ANSI / SPRI FX For bonded insulation or m em brane over existing substrates in a re-roof (tear off) or recover installation, the existing deck or existing roof surface shall be exam ined for com patibility with the adhesive to be installed. I f any surface conditions exist that bring system perform ance into question, field uplift testing in accordance with ASTM E907 or FM LPDS 1-5 shall be conducted on m ock-ups of the proposed new roof assem bly For bonded insulation or m em brane over existing substrates in a recover installation, the existing roof system shall be capable of resisting proj ect design pressures on its own m erit to the satisfaction of the AHJ, as docum ented through field uplift testing in accordance with ASTM E907 or FM LPDS Metal edge attachm ent (except gutters), shall be designed and installed for wind loads in accordance with FBC Chapter 16 and tested for resistance in accordance with ANSI / SPRI ES-1 or RAS 111, except the basic wind speed shall be determ ined from FBC Figure All products in the roof assem bly shall have quality assurance audit in accordance with the FBC and F.A.C. Rule 9B I N SLLATI ON: 6.1 Tri-Ply Modified Bitum en Roof System s shall be installed in accordance with GAF Materials Corporation current, published installation instructions, subject to the Lim itations / Conditions of Use noted herein. 6. System attachm ent requirem ents for wind load resistance are set forth in Appendix BUI LDI N G PERMI T REQUI REMEN TS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. M AN UFACTURI N G PLAN TS: Contact the nam ed QA entity for m anufacturing facilities covered by F.A.C. Rule 9B-7 QA requirem ents. 9. QUALI TY ASSURANCE EN TI TY: FM Approvals QUA1860: (781) THE PAGES THAT FOLLOW FORM PART OF THI S EVALUATI ON REPORT - Exterior Research and Design, LLC. Evaluat ion Report G R1 Certificate of Authorization # FL Revision 1 : 0 / 1 0 / Page 3 of 3

7 APPENDI X 1 : ATCHMENT REQUI REMENTS FOR W I ND UPLI FT RESI SNCE Table Deck Application Type Description Page 1A Wood New or Reroof (Tear-Off) A- Mech. Attached Anchor, Bonded I nsulation, Bonded Roof Cover 3 1B Wood New, Reroof (Tear-Off) or Recover B Mech. Attached Base I nsulation, Bonded Top I nsulation, Bonded Roof Cover 3 1C Wood New, Reroof (Tear-Off) or Recover C Mech. Attached I nsulation, Bonded Roof Cover 3 1D Wood New, Reroof (Tear-Off) or Recover D I nsulated, Mech. Attached Base, Bonded Roof Cover 4 1E-1 Wood New or Reroof (Tear-Off) E Non-I nsulated, Mech. Attached Base, Bonded Roof Cover 5 1E- Wood New, Reroof (Tear-Off) or Recover E Non-I nsulated, Mech. Attached Base, Bonded Roof Cover 5 A Steel or Conc. New, Reroof (Tear-Off) or Recover B Mech. Attached Base I nsulation, Bonded Top I nsulation, Bonded Roof Cover 6 B Steel or Conc. New, Reroof (Tear-Off) or Recover C Mech. Attached I nsulation, Bonded Roof Cover 7-8 C Steel or Conc. New, Reroof (Tear-Off) or Recover D I nsulated, Mech. Attached Base, Bonded Roof Cover 9 3A New or Reroof (Tear-Off) A-1 Bonded I nsulation, Bonded Roof Cover B New or Reroof (Tear-Off) F Non-I nsulated, Bonded Roof Cover 11 4A Various Recover A-1 Bonded I nsulation, Bonded Roof Cover 1-13 The follow ing notes apply to the system s outlined herein: 1. Roof decks shall be in accordance with FBC requirem ents to the satisfaction of the AHJ. Wind load resistance of the roof deck shall be docum ented through proper codified and/ or FBC Approval docum entation.. Unless otherwise noted, insulation / base sheet fasteners shall be the following with the noted m inim um fastener engagem ent for each deck type. For deck- types not listed, refer to the specific system listings herein: Wood: Drill-Tec 3 Steel Plates with Drill-Tec # 1 or # 14. Minim um ¾ - inch plywood penetration or m inim um 1-inch wood plank em bedm ent. Steel: Drill-Tec 3 Steel Plates with Drill-Tec # 1 or # 14. Minim um ¾ - inch steel penetration and engage the top flute of the steel deck. : Drill-Tec 3 Metal Plates with Drill-Tec # 14. Minim um 1-inch em bedm ent into pilot hole in accordance with published installation instructions. 3. Unless otherwise noted, the insulation m ay be any polyisocyanurate, polystyrene, fiberboard, perlite and/ or gypsum -based insulation board that m eets the QA requirem ents of F.A.C. Rule 9B-7 and is docum ented as m eeting FBC and, for foam plastic, FBC or 603.8, when installed with the roof cover. 4. Minim um 00 psi, m inim um -inch thick lightweight insulating concrete m ay be substituted for rigid insulation board for System Type D (m echanically attached base sheet, bonded roof cover), whereby the base sheet fasteners are installed through the LWI C to engage the structural steel or concrete deck. The structural deck shall be of equal or greater configuration to the steel and concrete deck listings. 5. Unless otherwise noted, insulation adhesive application rates are as follows. Ribbon or bead width is at the time of application; the ribbons/ beads shall expand as noted in the m anufacturer s published instructions: Asphalt-Applied [ ] : Full coverage, 0-40 lbs/ square. OlyBond500 / OlyBond500 Green [ ] : Continuous ¾ to 1-inch wide ribbons, 1-inch o.c. Polyfoam TI TESET I nsulation Adhesive [ TI TESET] : Continuous ½ -3½ - inch wide ribbons, 1-inch o.c. Prepared by: Robert Niem inen, PE Appendix 1, Page 1 of 13

8 6. Unless otherwise noted, all insulation references are flat stock. Tapered polyisocyanurate m ay be substituted for flat stock board with the following Maxim um Design Pressure (MDP) lim itations: OlyBond500 or OlyBond500 Green: MDP psf Polyfoam TI TESET I nsulation Adhesive: MDP psf 7. Bonded polyisocyanurate insulation boards shall be m axim um 4 x 4 ft. 8. For m echanically attached com ponents, the m axim um design pressure for the selected assem bly shall m eet or exceed the Zone 1 design pressure determ ined in accordance with FBC Chapter 16, and Zones and 3 shall employ a tighter attachm ent density designed by a qualified design professional to resist the elevated pressure criteria. 9. For fully bonded assem blies, the m axim um design pressure for the selected assem bly shall m eet or exceed critical design pressure determ ined in accordance with FBC Chapter 16, and no rational analysis is perm itted. 10. For m echanically attached com ponents over existing decks, fasteners shall be tested in the existing deck for withdrawal resistance. A qualified design professional shall review the data for com parison to the m inim um requirem ents for the system. Testing and analysis shall be in accordance with S 105 or ANSI / SPRI FX For existing substrates in a bonded recover installation, the existing roof system shall be capable of resisting project design pressures on its own m erit to the satisfaction of the AHJ, as docum ented through field uplift testing in accordance with ASTM E907, FM LPDS 1-5 or ANSI / SPRI I A For Recover Applications using System Type D, the insulation is optional; however, the existing roof system shall be suitable for a recover application. 13. For m echanically attached base sheets, refer to the system s tables herein. For bonded base, ply or applications, use the following references. Reference Layer Material Application (Base or Ply sheets, Asphalt- Applied) Strata- (Base, Partially Asphalt- Applied) Base: Ply: Tri-Ply Ply 4, Tri-Ply Ultra-Flexible Ply 6 Base: Stratavent Elim inator (Perforated) BP-CA Base: C- (Cap sheet, Asphalt-Applied) APP- (SBS, Torch-Applied) Hot asphalt at 5 lbs/ square. Loose, followed by asphaltapplied ply sheets Tri-Ply Modified Bitum en Mem brane Adhesive at gal/ sq. Cap: Tri-Ply Mineral Surfaced Cap Hot asphalt at 5 lbs/ square. Cap: Tri-Ply TP-4 or Tri-Ply TP-4G Torch applied Prepared by: Robert Niem inen, PE Appendix 1, Page of 13

9 System W-1 Deck ( 1 ) Min. 19/ 3 plywood at m ax. 4 spans attached with 8d com m on or ring shank nails 6 o.c. BLE 1 A: W OOD DECKS NEW CONSTRUCTI ON or REROOF ( Tear- Off) SYSTEM TYPE A- : MECHAN I CALLY ATCHED ANCHOR SHEET, BONDED I NSULATI ON, BONDED ROOF COVER Anchor I nsulation Roof Cover MDP Type Fasteners Attach Base Top Attach Base Ply Cap ( psf) Tri-Ply Ply 4, Tri-Ply Ultra- Flexible Ply 6 or Tri-Ply # 75 Base FBC HVHZ nails & tin caps 9 o.c. in the 4 side lap and 1 o.c. in two staggered rows in the center of the sheet layers min inch Min inch Perlite Roof I nsulation (hom ogeneous) or Min. 0.5-inch High Density Roof Fiberboard or Perlite Recover Board C- or APP- System W- Deck ( 1 ) Min. 19/ 3 plywood at m ax. 4 spans attached with 8d com m on or ring shank nails 6 o.c. BLE 1 B: W OOD DECKS NEW CONSTRUCTI ON, REROOF ( Tear- Off) or RECOVER SYSTEM TYPE B: MECHANI CALLY ATCHED BASE I NSULATI ON, BONDED TOP I NSULATI ON, BONDED ROOF COVER Base I nsulation Layer Top I nsulation Layer Roof Cover Type Fasteners Attach Type Attach Base Ply Cap 1 per ft Min inch Perlite Roof I nsulation (hom ogeneous) or Min. 0.5-inch High Density Roof Fiberboard or Perlite Recover Board C- or APP- BLE 1 C: W OOD DECKS NEW CONSTRUCTI ON, REROOF ( Tear- Off) or RECOVER SYSTEM TYPE C: MECHAN I CALLY ATCHED I N SULATI ON, BON DED ROOF COVER System Deck ( 1 ) Base I nsulation Layer Top I nsulation Layer Roof Cover Type Fasteners Attach Base Ply Cap W-3 Min. 19/ 3 plywood at m ax. 4 spans attached with 8d com m on or ring shank nails 6 o.c. layers, any Min. 0.5-inch High Density Roof Fiberboard 1 per ft One or C- or APP- Prepared by: Robert Niem inen, PE Appendix 1, Page 3 of 13

10 BLE 1 D: W OOD DECKS NEW CONSTRUCTI ON, REROOF ( Tear- Off) or RECOVER SYSTEM TYPE D: I NSULATED, MECHANI CALLY ATCHED BASE SHEET, BONDED ROOF COVER System Deck ( 1 ) I nsulation Layer( s) Base or Anchor Roof Cover Type Attach Base Fasteners Attach Ply Cap W-4 Min. 19/ 3 plywood at m ax. 4 spans attached with 8d com m on or ring shank nails 6 o.c. layers, any com bination Prelim. Attached 1 o.c. in the side lap and 1 o.c. in two, equally-spaced, staggered rows in the center of the sheet W-5 Min. 19/ 3 plywood at m ax. 4 spans attached with 8d com m on or ring shank nails 6 o.c. layers, any com bination Prelim. Attached 1 o.c. in the side lap and 1 o.c. in three, equally-spaced, staggered rows in the center of the sheet W-6 Min. 19/ 3 plywood at m ax. 4 spans attached with 8d com m on or ring shank nails 6 o.c. layers, any com bination Prelim. Attached 8 o.c. in the side lap and 8 o.c. in three, equally-spaced, staggered rows in the center of the sheet Prepared by: Robert Niem inen, PE Appendix 1, Page 4 of 13

11 BLE 1 E- 1 : W OOD DECKS NEW CONSTRUCTI ON or REROOF ( Tear- Off) SYSTEM TYPE E: MECHANI CALLY ATCHED BASE SHEET, BONDED ROOF COVER System Roof Deck Base Roof Cover Type Fasteners Attach Ply Cap W-7 Min. 19/ 3 plywood at m ax. 4 spans attached with 8d com m on or ring shank nails 6 o.c. Tri-Ply Ply 4, Tri-Ply Ultra-Flexible Ply 6 or 1 ga. annular ring shank nails and m in. 3 ga., 1-5/ 8 diam eter tin-caps (FBC HVHZ nails & tin caps) 9-inch o.c. in the -inch lap and 1-inch o.c. in two, equally-spaced, staggered center rows One or C- or APP- BLE 1 E- : W OOD DECKS NEW CONSTRUCTI ON, REROOF ( Tear- Off) or RECOVER SYSTEM TYPE E: MECHANI CALLY ATCHED BASE SHEET, BON DED ROOF COVER System Roof Deck Base Roof Cover Type Fasteners Attach Ply Cap W-8 Min. 19/ 3 plywood at m ax. 4 spans attached with 8d com m on or ring shank nails 6 o.c. 1 o.c. in the side lap and 1 o.c. in two, equallyspaced, staggered rows in the center of the sheet One or C- or APP- W-9 Min. 19/ 3 plywood at m ax. 4 spans attached with 8d com m on or ring shank nails 6 o.c. 1 o.c. in the side lap and 1 o.c. in three, equallyspaced, staggered rows in the center of the sheet One or C- or APP W-10 Min. 19/ 3 plywood at m ax. 4 spans attached with 8d com m on or ring shank nails 6 o.c. 8 o.c. in the side lap and 8 o.c. in three, equallyspaced, staggered rows in the center of the sheet One or C- or APP Prepared by: Robert Niem inen, PE Appendix 1, Page 5 of 13

12 System SC-1. SC-. SC-3. SC-4. SC-5. SC-6. SC-7. SC-8. SC-9. SC-10. SC-11. SC-1. Deck ( 1 ) BLE A: STEEL or CONCRETE DECKS NEW CONSTRUCTI ON, REROOF ( Tear- Off) or RECOVER SYSTEM TYPE B: MECHANI CALLY ATCHED BASE I NSULATI ON, BONDED TOP I NSULATI ON, BONDED ROOF COVER Base I nsulation Layer Top I nsulation Layer Roof Cover Type Fasten Attach Type Attach Base Ply Cap 1 per ft Min. 0.5-inch SECUROCK 1 per 4 ft Min. 0.5-inch SECUROCK 1 per ft 1 per 4 ft 1 per 1.45 ft Min inch Perlite Roof I nsulation (hom ogeneous) or Min. 0.5-inch High Density Roof Fiberboard or Perlite Recover Brd Min inch Perlite Roof I nsulation (hom ogeneous) or Min. 0.5-inch High Density Roof Fiberboard or Perlite Recover Brd Min. 1.0-inch Perlite Roof I nsulation (hom ogeneous) 1 per 1.6 ft Min. 0.5-inch SECUROCK 1 per ft Min. 0.5-inch SECUROCK 1 per 4 ft Min. 0.5-inch SECUROCK 1 per 1.6 ft Min. 0.5-inch SECUROCK 1 per ft Min. 0.5-inch SECUROCK TI TESET 1 per 4 ft Min. 0.5-inch SECUROCK TI TESET 1 per 1.6 ft Min. 0.5-inch SECUROCK TI TESET C- or APP- C- or APP- C- or APP- C- or APP- C- or APP- C- or APP- C- or APP- C- or APP- C- or APP- C- or APP- C- or APP- C- or APP Prepared by: Robert Niem inen, PE Appendix 1, Page 6 of 13

13 System SC-13. SC-14. SC-15. SC-16. SC-17. SC-18. SC-19. SC-0. SC-1. SC-. Deck ( 1 ) structural concree structural concree structural concree structural concree structural concree structural concree BLE B: STEEL OR CONCRETE DECKS N EW CON STRUCTI ON, REROOF ( Tear- Off) or RECOVER Base I nsulation Layer SYSTEM TYPE C: MECHAN I CALLY ATCHED I N SULATI ON, BON DED ROOF COVER Min. 0.5-inch High Density Roof Fiberboard Top I nsulation Layer Roof Cover Type Fasteners Attach Base Ply Cap 1 per ft Min. ¼ -inch SECUROCK 1 per 4 ft Min. ½ -inch SECUROCK 1 per 1.78 ft Ultra Ultra Ultra Ultra 1 per ft Strata- 1 per ft Strata- 1 per 3. ft Strata- 1 per 3. ft Strata- 1 per.0 ft Strata- 1 per.0 ft Strata- 1 per 1.45 ft Strata- C- or APP- C- or APP- C- or APP C- APP- C- APP- C APP C Prepared by: Robert Niem inen, PE Appendix 1, Page 7 of 13

14 System SC-3. SC-4. SC-5. SC-6. SC-7. Deck ( 1 ) BLE B: STEEL OR CONCRETE DECKS N EW CON STRUCTI ON, REROOF ( Tear- Off) or RECOVER Base I nsulation Layer SYSTEM TYPE C: MECHAN I CALLY ATCHED I N SULATI ON, BON DED ROOF COVER Top I nsulation Layer Roof Cover Type Fasteners Attach Base Ply Cap Ultra Ultra Min. 0.5-inch DensDeck Min. 0.5-inch DensDeck Prim e or Securock 1 per 1.45 ft Strata- 1 per 1.45 ft Strata- 1 per 1.45 ft Strata- 1 per 1 ft Strata- 1 per 1 ft Strata- APP C APP APP APP Prepared by: Robert Niem inen, PE Appendix 1, Page 8 of 13

15 System SC-8. SC-9. SC-30. Roof Deck m in.,500 psi concrete m in.,500 psi concrete m in.,500 psi concrete BLE C: STEEL OR CONCRETE DECKS NEW CONSTRUCTI ON, REROOF ( Tear- Off) or RECOVER SYSTEM TYPE D: LOOSE LAI D I NSULATI ON, MECHANI CALLY ATCHED BASE SHEET, BONDED ROOF COVER layers, any com bination layers, any com bination layers, any com bination I nsulation Layer Base Roof Cover Type Attach Type Fasteners Attach Ply Cap Prelim. Attached Prelim. Attached Prelim. Attached 1 o.c. in the side lap and 1 o.c. in two, equally-spaced, staggered rows in the center of the sheet 1 o.c. in the side lap and 1 o.c. in three, equally-spaced, staggered rows in the center of the sheet 8 o.c. in the side lap and 8 o.c. in three, equally-spaced, staggered rows in the center of the sheet C- or APP- C- or APP- C- or APP Prepared by: Robert Niem inen, PE Appendix 1, Page 9 of 13

16 BLE 3 A: CON CRETE DECKS - N EW CON STRUCTI ON or REROOF ( Tear- Off) SYSTEM TYPE A- 1 : BONDED I NSULATI ON, BONDED ROOF COVER ( REFER TO FOOTNOTE A FOR OPTI ONS ON VAPOR BARRI ER / TEMPORARY ROOF) System Roof Deck ( See Note 1 ) Base I nsulation Layer Top I nsulation Layer Roof Cover Type Attach Type Attach Base Ply Cap N O BASE I NSULATI ON LAYER TOP LAYER ON LY C-1. None N/ A Min inch Perlite C-. None N/ A Min. 0.5-inch Perlite Recover Board C-3. None N/ A Min. 0.5-inch C-4. None N/ A Com posite C-5. None N/ A Min. 0.5-inch DensDeck or DensDeck Prim e C-6. None N/ A Min. 0.5-inch BASE I NSULATI ON LAYER W I TH COVERBOARD: C-7. Min. 0.5-inch Perlite Recover Board C-8. Min inch Perlite C-9. Min. 0.5-inch SECUROCK -5.0 C-10. Min. 0.5-inch DensDeck or DensDeck Prim e C-11. Min. 0.5-inch C-1. Min. 0.5-inch Perlite Recover Board -3.5 C-13. Com posite C-14. Ultra Min. 0.5-inch DensDeck or DensDeck Prim e C-15. Ultra Min. 0.5-inch Prepared by: Robert Niem inen, PE Appendix 1, Page 10 of 13

17 System C-16. C-17. C-18. C-19. Roof Deck ( See Note 1 ) BLE 3 A: CON CRETE DECKS - N EW CON STRUCTI ON or REROOF ( Tear- Off) SYSTEM TYPE A- 1 : BONDED I NSULATI ON, BONDED ROOF COVER ( REFER TO FOOTNOTE A FOR OPTI ONS ON VAPOR BARRI ER / TEMPORARY ROOF) Base I nsulation Layer Top I nsulation Layer Roof Cover Type Attach Type Attach Base Ply Cap or Ultra Min. 1.0-inch or Ultra Min. 1.0-inch or Ultra Min. 1.0-inch or Ultra Min. 0.5-inch SECUROCK TI TESET TI TESET Min. 0.5-inch Min. 0.5-inch DensDeck or DensDeck Prim e TI TESET TI TESET TI TESET Min. 0.5-inch SECUROCK TI TESET A. The following are options for installation of a vapor barrier / tem porary roof on the concrete deck prior to insulation placem ent. I f vapor barrier / tem p roof is installed, concrete deck shall be prim ed with ASTM D41 prim er prior to its installation. Unless otherwise noted, system Maxim um Design Pressure (MDP) is unaffected. 1. For use with asphalt-applied insulation: two plies base and/ or ply sheet two base or ply sheet with granule surfaced cap m em brane. For use with OlyBond 500 applied insulation: two plies base and/ or ply sheet (MDP psf) 3. For use with TI TESET applied insulation: two plies base and/ or ply sheet (MDP -6.5 psf) two base or ply sheet with granule surfaced cap m em brane (MDP psf) System Deck ( 1 ) Prim er BLE 3 B: CONCRETE DECKS NEW CONSTRUCTI ON or REROOF ( Tear- Off) SYSTEM TYPE F: NON- I NSULATED, BONDED ROOF COVER Roof Cover Base Ply Cap C-0. ASTM D41 Strata- APP C-1. ASTM D Prepared by: Robert Niem inen, PE Appendix 1, Page 11 of 13

18 BLE 4 A: RECOVER APPLI CATI ON S SYSTEM TYPE A: BONDED I NSULATI ON, BONDED ROOF COVER System Substrate ( See Notes 1 & 1 1 ) Base I nsulation Layer Top I nsulation Layer Roof Cover Type Attach Type Attach Base Ply Cap N O BASE I NSULATI ON LAYER TOP LAYER ON LY R-1. None N/ A Min inch Perlite R-. None N/ A Min. 0.5-inch Perlite Recover Board R-3. None N/ A Min. 0.5-inch R-4. None N/ A Com posite R-5. None N/ A Min. 0.5-inch DensDeck or DensDeck Prim e R-6. None N/ A Min. 0.5-inch R-7. None N/ A Min. 0.5-inch DensDeck Prim e or Securock BASE I NSULATI ON LAYER W I TH COVERBOARD: R-8. Min. 0.5-inch Perlite Recover Board R-9. Min inch Perlite R-10. Min. 0.5-inch SECUROCK -5.0 R-11. Min. 0.5-inch DensDeck or DensDeck Prim e R-1. Min. 0.5-inch Prepared by: Robert Niem inen, PE Appendix 1, Page 1 of 13

19 BLE 4 A: RECOVER APPLI CATI ON S SYSTEM TYPE A: BONDED I NSULATI ON, BONDED ROOF COVER System Substrate ( See Notes 1 & 1 1 ) Base I nsulation Layer Top I nsulation Layer Roof Cover Type Attach Type Attach Base Ply Cap R-13. Min. 0.5-inch Perlite Recover Board -3.5 R-14. Com posite R-15. Ultra Min. 0.5-inch R-16. Ultra Min. 0.5-inch DensDeck or DensDeck Prim e R-17. or Ultra Min. 0.5-inch SECUROCK R inch o.c. Min. 0.5-inch DensDeck Prim e or SECUROCK 6-inch o.c R-19. Min. 1.0-inch or Ultra TI TESET Min. 0.5-inch TI TESET R-0. Min. 1.0-inch or Ultra TI TESET Min. 0.5-inch DensDeck or DensDeck Prim e TI TESET R-1. Min. 1.0-inch or Ultra TI TESET Min. 0.5-inch SECUROCK TI TESET Prepared by: Robert Niem inen, PE Appendix 1, Page 13 of 13