Florida Building Code Product Approval · 5680.1 GAF Modified Bitumen Roof Systems SBS and APP...

Florida Building Code Product Approval

Updated 10/13/10

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FL # FL5680-R2

Applicat ion Type Revision

Code Version 2007

Applicat ion Status Approved

Com m ents

Archived

Product Manufacturer GAF Mater ials Corporat ion

Address/ Phone/ Em ail 1361 Alps Road Wayne, NJ 07470 (973) 872-4421 lindareith@tr inityerd.com

Author ized Signature Beth McSorley

lindareith@tr inityerd.com

Technical Representat ive Beth McSorley

Address/ Phone/ Em ail 1361 Alps Road - Bldg 11-1 Wayne, NJ 07470 (973) 872-4421 [email protected]

Qualit y Assurance Representat ive

Address/ Phone/ Em ail

Category Roofing

Subcategory Modified Bitum en Roof System

Com pliance Method Evaluat ion Report from a Flor ida Registered Architect or a Licensed

Flor ida Professional Engineer Evaluat ion Report - Hardcopy Received

Flor ida Engineer or Architect Nam e who developed the Evaluat ion Report

Robert J.M. Niem inen

Flor ida License PE-59166

Quality Assurance Ent ity Underwriters Laborator ies I nc.

Qualit y Assurance Cont ract Expirat ion Date 06/ 11/ 2011

Validated By John W. Knezevich, PE

Validat ion Checklist - Hardcopy Received

Cert ificate of I ndependence FL5680_R2_COI _Trinity ERD CI - Niem inen.pdf

Referenced Standard and Year (of Standard) Standard Year

ASTM D6162 2000

ASTM D6163 2000

ASTM D6164 2000

ASTM D6222 2002

ASTM D6298 2000

FM 4470 1992

Page 1 of 2Florida Building Code Online

10/29/2010http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqt45H1a2AP3IyZlw...

TAS 114 1995

Equivalence of Product Standards Cert if ied By

Sect ions from the Code

Product Approval Method Method 1 Opt ion D

Date Subm it ted 08/ 19/ 2010

Date Validated 09/ 07/ 2010

Date Pending FBC Approval 09/ 13/ 2010

Date Approved 10/ 13/ 2010

Sum m ary of Products

FL # Model, Num ber or Nam e Descr ipt ion

5680.1 GAF Modified Bitum en Roof System s

SBS and APP Modified Bitum en Roof System s

Lim its of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes I m pact Resistant : N/ A Design Pressure: + N/ A/ -465 Other : 1.) The DP noted herein pertains to one specific system . Refer to the ER Appendix for all system s and m ax. design pressures. 2.) Refer to ER Sect ion 5 for Lim its of Use.

I nsta lla t ion I nst ruct ions FL5680_R2_I I _A1_er081910FI NAL_GAF_FL5680-R2_MOD BI T.pdf Verified By: Robert Niem inen PE-59166 Created by I ndependent Third Party: Yes Evaluat ion Repor ts FL5680_R2_AE_er081910FI NAL_GAF_FL5680-R2_MOD BI T.pdf Created by I ndependent Third Party: Yes

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Departm ent of Com m unity Affa irs

Flor ida Building Code Online Codes and Standards

2555 Shum ard Oak Boulevard Tallahassee, Flor ida 32399-2100

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Product Approva l Accepts:

Page 2 of 2Florida Building Code Online

10/29/2010http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqt45H1a2AP3IyZlw...

EXTERI OR RESEARCH & DESI GN, LLC. Cert ificate of Author izat ion # 9503

353 Christ ian St reet , Unit 13 Oxford, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 EVALUATI ON REPORT GAF Mater ia ls Corporat ion 1 3 6 1 Alps Road W ayne, NJ 0 7 4 7 0

Evaluat ion Repor t 0 1 5 0 6 .1 1 .0 5 - R2 FL5 6 8 0 - R2

Date of I ssuance: 1 1 / 0 7 / 2 0 0 5 Revision 2 : 0 8 / 1 9 / 2 0 1 0

SCOPE: This Evaluat ion Report is issued under Rule 9B-72 and the applicable rules and regulat ions governing the use of const ruct ion m aterials in the State of Flor ida. The documentat ion subm it ted 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 comply with the 2007 Florida Building Code. DESCRI PTI ON : GAF Modif ied Bitum en Roof System s LABELI NG : Each unit shall bear labeling in accordance with the requirem ents of the Accredited Quality Assurance Agency noted herein. CONTI NUED COMPLI ANCE : This Evaluat ion Report is valid unt il such t ime as the named product (s) changes, the referenced Quality Assurance docum entat ion changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluat ion Report by the nam ed client const itutes agreem ent to not ify Robert Niem inen, P.E. if the product changes or the referenced Quality Assurance docum entat ion changes. Tr inity| ERD requires a com plete review of this Evaluat ion Report relat ive to updated Code requirements with each Code Cycle. ADVERTI SEMENT: The Evaluat ion Report number preceded by the words “TRI NI TY| ERD Evaluated” m ay be displayed in advert ising literature. I f any port ion of the Evaluat ion Report is displayed, then it shall be done in its ent irety. I NSPECTI ON : Upon request , a copy of this ent ire Evaluat ion Report shall be provided to the user by the m anufacturer or its dist r ibutors and shall be available for inspect ion at the job site at the request of the Building Official. This Evaluat ion Report consists of pages 1 through 6, plus a 43-page Appendix. Prepared by:

Robert J.M. N iem inen, P.E. Flor ida Regist rat ion No. 59166, Flor ida DCA ANE1983

The facim ilie seal appearing was author ized by Robert Niem inen, P.E. on 08/ 19/ 2010 This does not serve as an elect ronically signed document . Signed, sealed hardcopies have been t ransm it ted to the Product Approval Adm inist rator and to the named 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 company m anufacturing or dist r ibut ing products it evaluates. 2. Exterior Research & Design, LLC. d/ b/ a Trinity| ERD is not owned, operated or cont rolled by any com pany

m anufacturing or dist r ibut ing 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

dist r ibut ing products for which the evaluat ion reports are being issued. 4. Robert Niem inen, P.E. does not have, nor will acquire, a financial interest in any other ent ity involved in

the approval process of the product .

Ex ter ior Research and Design, LLC. Eva luat ion Repo r t 0 1 5 0 6 .1 1 .0 4 - R2 Cert ificate of Authorizat ion # 9 5 0 3 FL5 6 8 0 - R2 Revision 2 : 0 8 / 1 9 / 2 0 1 0 Page 2 of 6

ROOFI NG SYSTEMS EVALUATI ON :

1 . SCOPE:

Product Category: Roofing Sub- Category: Modified Bitum en Roof System s Com pliance Statem ent : Modified Bitum en Roof System s, as produced by GAF Materials Corporat ion, have dem onst rated com pliance with the following sect ions of the Flor ida Building Code through test ing in accordance with the following Standards. Com pliance is subject to the I nstallat ion Requirem ents and Lim itat ions / Condit ions of Use set forth herein.

2 . STANDARDS :

Sect ion Proper ty Standard Year 1504.3.1 Wind FM 4470 1992 1515.1.1 Wind TAS 114 1995 1504.7 I mpact FM 4470 1992 1507.11.2 Physicals ASTM D6162 2000 1507.11.2 Physicals ASTM D6163 2000 1507.11.2 Physicals ASTM D6164 2000 1507.11.2 Physicals ASTM D6222 2002 1507.11.2 Physicals ASTM D6298 2000 3 . REFERENCES:

Ent it y Exam inat ion Reference Date ACRC (TST4671) TAS 114 ACRC 06-041 11/ 10/ 2006 ACRC (TST4671) TAS 114 ACRC 06-042 11/ 14/ 2006 ACRC (TST4671) TAS 114 ACRC 06-043 11/ 16/ 2006 ACRC (TST4671) TAS 114 ACRC 006-044 11/ 16/ 2006 ACRC (TST4671) TAS 114 ACRC 06-048 12/ 21/ 2006 ACRC (TST4671) TAS 114 ACRC 06-049 12/ 22/ 2006 ACRC (TST4671) TAS 114 ACRC 06-050 12/ 28/ 2006 ACRC (TST4671) TAS 114 ACRC 07-006 01/ 17/ 2007 ACRC (TST4671) TAS 114 ACRC 07-018 04/ 20/ 2007 ACRC (TST4671) TAS 114 ACRC 07-028 05/ 08/ 2007 ACRC (TST4671) TAS 114 ACRC 07-030 05/ 09/ 2007 ACRC (TST4671) TAS 114 ACRC 07-032 05/ 10/ 2007 ACRC (TST4671) TAS 114 ACRC 07-033 05/ 10/ 2007 ACRC (TST4671) TAS 114 ACRC 07-041 08/ 31/ 2007 ACRC (TST4671) TAS 114 ACRC 07-044 09/ 05/ 2007 ACRC (TST4671) TAS 114 ACRC 07-047 09/ 07/ 2007 ACRC (TST4671) TAS 114 ACRC 07-081 01/ 10/ 2008 ACRC (TST4671) TAS 114 ACRC 07-082 01/ 11/ 2008 ACRC (TST4671) TAS 114 ACRC 08-024 04/ 18/ 2008 ACRC (TST4671) TAS 114 ACRC 08-034 05/ 19/ 2008 ACRC (TST4671) TAS 114 ACRC 08-044 07/ 01/ 2008 ERD (TST6049) TAS 114/ FM4470 01516.04.06 04/ 20/ 2006 ERD (TST6049) TAS 114/ FM4470 4482.10.97-1 12/ 02/ 2006 ERD (TST6049) TAS 114/ FM4470 G4280LAB.10.06-R1 12/ 06/ 2007 ERD (TST6049) Physical Propert ies G6850.08.08 08/ 01/ 2008 ERD (TST6049) Physical Propert ies G6850.08.08-1 08/ 29/ 2008 ERD (TST6049) Physical Propert ies G6850.10.08 10/ 06/ 2008 ERD (TST6049) Physical Propert ies G6850.11.08 11/ 05/ 2008 ERD (TST6049) Physical Propert ies G12210.06.09 08/ 03/ 2009 ERD (TST6049) Physical Propert ies G12210.01.10 01/ 08/ 2010 ERD (TST6049) Physical Propert ies G31360.03.10 03/ 31/ 2010 Flor ida TEC (TST7393) TAS 114 08-050187 04/ 28/ 2008 Flor ida TEC (TST7393) TAS 114 08-050188 04/ 28/ 2008


Flor ida TEC (TST7393) TAS 114 08-070077 07/ 25/ 2008 Flor ida TEC (TST7393) TAS 114 08-070084 07/ 25/ 2008 Flor ida TEC (TST7393) TAS 114 08-050181R 04/ 01/ 2009 Flor ida TEC (TST7393) TAS 114 08-050186 10/ 14/ 2008 Flor ida TEC (TST7393) TAS 114 08-070126 10/ 14/ 2008 Flor ida TEC (TST7393) TAS 114 08-070122 10/ 14/ 2008 Flor ida TEC (TST7393) TAS 114 08-070127 10/ 14/ 2008 Flor ida TEC (TST7393) TAS 114 08-070077 11/ 17/ 2008 FM Approvals (TST1867) FM 4470 3007500 06/ 15/ 2000 FM Approvals (TST1867) FM 4470 3005640 11/ 09/ 2000 FM Approvals (TST1867) FM 4470 3008178 12/ 27/ 2000 FM Approvals (TST1867) FM 4470 3010215 03/ 01/ 2001 FM Approvals (TST1867) FM 4470 3009788 03/ 28/ 2001 FM Approvals (TST1867) FM 4470 3011140 08/ 14/ 2001 FM Approvals (TST1867) FM 4470 3013614 05/ 06/ 2002 FM Approvals (TST1867) FM 4470 3013788 01/ 10/ 2003 FM Approvals (TST1867) FM 4470 3014547 05/ 22/ 2003 FM Approvals (TST1867) FM 4470 3014692 08/ 05/ 2003 FM Approvals (TST1867) FM 4470 3014960 03/ 05/ 2004 FM Approvals (TST1867) FM 4470 3017250 04/ 05/ 2004 FM Approvals (TST1867) FM 4470 3022139 05/ 26/ 2005 FM Approvals (TST1867) FM 4470 3022508 07/ 20/ 2005 FM Approvals (TST1867) FM 4470 3025023 12/ 14/ 2005 FM Approvals (TST1867) FM 4470 3023458 07/ 18/ 2006 FM Approvals (TST1867) FM 4470 3028039 09/ 11/ 2006 FM Approvals (TST1867) FM 4470 3024805 11/ 20/ 2006 FM Approvals (TST1867) FM 4470 3032388 10/ 30/ 2008 FM Approvals (TST1867) FM 4470 3032695 10/ 30/ 2008 FM Approvals (TST1867) FM 4470 3032943 11/ 06/ 2008 FM Approvals (TST1867) FM 4470 3032811 12/ 11/ 2008 FM Approvals (TST1867) FM 4470 3035864 06/ 03/ 2009 FM Approvals (TST1867) FM 4470 3035140 08/ 10/ 2009 FM Approvals (TST1867) FM 4470 3036225 08/ 10/ 2009 FM Approvals (TST1867) FM 4470 3034978 09/ 17/ 2009 I RT (TST7408) TAS 114 00001 03/ 30/ 2000 I RT (TST7408) TAS 114 00002 03/ 30/ 2000 I RT (TST7408) TAS 114 01-039 01/ 24/ 2002 I RT (TST7408) TAS 114 02-005 01/ 24/ 2002 I RT (TST7408) TAS 114 02-014 03/ 26/ 2002 I RT (TST7408) TAS 114 03-003 04/ 21/ 2003 I RT (TST7408) TAS 114 03-004 04/ 21/ 2003 I RT (TST7408) TAS 114 04-008 01/ 26/ 2004 Miam i-Dade (CER1592) Various Current NOAs Current MTI (TST2508) Physical Propert ies AX04C9A 06/ 05/ 2009 MTI (TST2508) Physical Propert ies RX30C9C 07/ 09/ 2009 PRI (TST5878) Physical Propert ies GAF-027-02-01 03/ 26/ 2002 UL (QUA1743) Quality Assurance R1306 08/ 16/ 2005

4 . PRODUCT DESCRI PTI ON :

This Evaluat ion Report covers GAF Modified Bitumen Roof System s installed in accordance with GAF Materials Corporat ion’s published installat ion inst ruct ions and the Lim itat ions / Condit ions of Use herein. The following products m ake up the subject system s.


Table 1 : Roll- Goods for GAF Modif ied Bitum en Roof System s

Type Product Specif ica t ion

Reference Grade Type

Base Sheet

GAFGLAS # 75 Base Sheet ASTM D4601 N/ A I I

GAFGLAS # 80 Ult ima Base Sheet ASTM D4601 N/ A I I

Ruberoid Modified Base Sheet ASTM D4601 N/ A I I

GAFGLAS Stratavent Elim inator Nailable ASTM D4897 N/ A I I

GAFGLAS Stratavent Elim inator Perforated ASTM D4897 N/ A I I

Liberty MA Mechanically At tached Base Sheet Proprietary N/ A N/ A

Ply Sheet

GAFLGAS Ply 4 ASTM D2178 N/ A I V

GAFGLAS FlexPly 6 ASTM D2178 N/ A VI

GAFGLAS FlexPly 6 5L ASTM D2178 N/ A VI

Sm ooth Surfaced Mem branes:

Ruberoid Dual Smooth ASTM D6162 S I I

Ruberoid 20 ASTM D6163 S I

Ruberoid SBS Heat -Weld 25 ASTM D6163 S I

Ruberoid SA Base/ Ply Sheet ASTM D6163 S I

Ruberoid SBS Heat -Weld Sm ooth ASTM D6164 S I

Ruberoid MOP Smooth ASTM D6164 S I

Ruberoid MOP Smooth 1.5 ASTM D6164 S I

Ruberoid TORCH Smooth ASTM D6222 S I

Liberty SBS Self-Adhering Base/ Ply Sheet ASTM D1970 N/ A N/ A

Granule Sur faced Mem branes:

Ruberoid Dual FR ASTM D6162 G I I

Ruberoid 30 ASTM D6163 G I

Ruberoid 30 FR ASTM D6163 G I

Ruberoid EnergyCap SBS 30 FR ASTM D6163 G I

Ruberoid SA Cap ASTM D6164 G I

Ruberoid SA FR Cap ASTM D6164 G I

Ruberoid MOP 170 FR ASTM D6164 G I

Ruberoid MOP Granule ASTM D6164 G I

RoofMatch SBS Modified Granular ASTM D6164 G I

Ruberoid MOP FR ASTM D6164 G I I

Ruberoid MOP Plus ASTM D6164 G I I

Ruberoid SBS Heat -Weld Granule ASTM D6164 G I

Ruberoid SBS Heat -Weld 170 FR ASTM D6164 G I

Ruberoid SBS Heat -Weld Plus ASTM D6164 G I I

Ruberoid SBS Heat -Weld Plus FR ASTM D6164 G I I

Ruberoid EnergyCap SBS Heat-Weld Plus FR ASTM D6164 G I I

Ruberoid TORCH Granule ASTM D6222 G I

Ruberoid TORCH 180 ASTM D6222 G I

RoofMatch APP Modified Granular ASTM D6222 G I

Ruberoid TORCH FR ASTM D6222 G I I

Ruberoid EnergyCap TORCH Granule FR ASTM D6222 G I

Ruberoid EnergyCap TORCH Plus FR ASTM D6222 G I I

Liberty SBS Self-Adhering Cap Sheet Proprietary N/ A N/ A

Liberty FR SBS Self-Adher ing FR Cap Sheet Proprietary N/ A N/ A

Foil Sur faced Mem branes:

Ruberoid Ult raClad SBS ASTM D6298 N/ A N/ A


5 . L I MI TATI ONS:

5.1 This Evaluat ion Report is not for use in HVHZ jurisdict ions.

5.2 Refer to a current Roofing Materials Directory for fire rat ings of this product .

5.3 For steel deck installat ions, foam plast ic insulat ion shall be separated from the building inter ior in accordance with FBC 2603.4 unless the except ions stated in FBC 2603.4.1 and 2603.8 apply.

5.4 Unless otherwise noted in Appendix 1, roof decking and its at tachm ent shall be specified and installed to m eet project design cr iter ia to the sat isfact ion of the AHJ.

5.5 For recover installat ions, the exist ing roof shall be exam ined in accordance with FBC 1510.

5.6 For m echanically at tached insulat ion or m em brane or st r ip-bonded insulat ion, the m axim um design pressure for the selected assem bly shall meet or exceed the Zone 1 design pressure determ ined in accordance with FBC Chapter 16. Zones 2 and 3 shall em ploy an at tachm ent density designed by a qualified design professional to resist the elevated pressure cr iter ia. Com m only used m ethods are RAS 117 and FM LPDS 1-29. Assem blies m arked with an asterisk* carry the lim itat ions set forth in Sect ion 2.2.1.5.1(a) of FM LPDS 1-29 for Zone 2/ 3 enhancem ents.

5.7 For fully-adhered insulat ion, the m axim um design pressure for the selected assem bly shall m eet or exceed cr it ical design pressure determ ined in accordance with FBC Chapter 16. No rat ional analysis is perm it ted for these system s

5.8 For m echanically at tached insulat ion or m em brane over exist ing roof decks, fasteners shall be tested in the exist ing 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 . Test ing and analysis shall be in accordance with TAS 105 or ANSI / SPRI FX-1.

5.9 For bonded insulat ion or membrane over exist ing subst rates in a reroof ( tear off) or recover installat ion, the exist ing deck or exist ing roof surface shall be exam ined for com pat ibilit y with the adhesive to be installed. I f any surface condit ions exist that br ing system perform ance into quest ion, field uplift test ing in accordance with ASTM E907 or FM LPDS 1-52 shall be conducted on m ock-ups of the proposed new roof assem bly.

5.10 For bonded insulat ion or membrane over exist ing subst rates in a recover installat ion, the exist ing roof system shall be capable of resist ing project design pressures on its own m erit to the sat isfact ion of the AHJ, as docum ented through field uplift test ing in accordance with ASTM E907 or FM LPDS 1-52.

5.11 Metal edge at tachm ent (except gut ters) , 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 1609.

5.12 All products in the roof assem bly shall have quality assurance audit in accordance with the FBC and F.A.C. Rule 9B-72.

6 . I NSTALLATI ON :

6.1 GAF Modified Bitum en Roof System s shall be installed in accordance with GAF Materials Corporat ion’s published installat ion inst ruct ions, subject to the Lim itat ions / Condit ions of Use noted herein.

6.2 System at tachm ent requirem ents for wind load resistance are set forth in Appendix 1.


7 . BUI LDI NG PERMI T REQUI REMENTS:

As required by the Building Official or Authority Having Jurisdict ion in order to properly evaluate the installat ion of this product .

8 . MANUFACTURI NG PLANTS :

Contact the nam ed QA ent ity for m anufacturing facilit ies covered by F.A.C. Rule 9B-72 QA requirem ents.

9 . QUALI TY ASSURANCE ENTI TY: Underwriters Laboratories – QUA1743

- THE 4 3 - PAGES THAT FOLLOW FORM PART OF THI S EVALUATI ON REPORT -

Exterior Research and Design, LLC. d/ b/ a Trinity| ERD Evaluat ion Report 01506.11.04-R1 for FL5680-R2 Cert ificate of Authorizat ion # 9503 Revision 2: 08/ 19/ 2010 Prepared by: Robert Niem inen, PE-59166 Appendix 1, Page 1 of 43

APPENDI X 1 : ATTACHMENT REQUI REMENTS FOR W I ND UPLI FT RESI STANCE

Table Deck Applicat ion Type Descr ipt ion Page

1A Wood New, Reroof (Tear-Off) A-1 Bonded I nsulat ion, Bonded Roof Cover 4

1B-1 Wood New, Reroof (Tear-Off) A-2 Mech. At tached Anchor Sheet , Bonded I nsulat ion, Bonded Roof Cover 4-5

1B-2 Wood New, Reroof (Tear-Off) , Recover A-2 Mech. At tached Anchor Sheet , Bonded I nsulat ion, Bonded Roof Cover 5

1C Wood New, Reroof (Tear-Off) , Recover C Mech. At tached I nsulat ion, Bonded Roof Cover 6

1D Wood New, Reroof (Tear-Off) , Recover D I nsulated, Mech. At tached Base Sheet , Bonded Roof Cover 7

1E-1 Wood New, Reroof (Tear-Off) E Non- I nsulated, Mech. At tached Base Sheet , Bonded Roof Cover 8

1E-2 Wood New, Reroof (Tear-Off) , Recover E Non- I nsulated, Mech. At tached Base Sheet , Bonded Roof Cover 9

2A Steel or Conc. New, Reroof (Tear-Off) , Recover B Mech. At tached Base I nsulat ion, Bonded Top I nsulat ion, Bonded Roof Cover 10-11

2B-1 Steel or Conc. New, Reroof (Tear-Off) , Recover C Mech. At tached I nsulat ion, Bonded Roof Cover 12-15

2B-2 Steel or Conc. New, Reroof (Tear-Off) , Recover C-1 Bonded and Mech. At tached I nsulat ion, Bonded Roof Cover 15

2C Steel or Conc. New, Reroof (Tear-Off) , Recover D I nsulated, Mech. At tached Base Sheet , Bonded Roof Cover 16-17

3A-1 Concrete New, Reroof (Tear-Off) A-1 Bonded I nsulat ion, Bonded Roof Cover (Base I nsulat ion Layer Only) 18-19

3A-2 Concrete New, Reroof (Tear-Off) A-1 Bonded I nsulat ion, Bonded Roof Cover (Base and Top I nsulat ion Layers) 20-25

3A-3 Concrete New, Reroof (Tear-Off) A-1a Bonded Tem p Roof, Bonded I nsulat ion, Bonded Roof Cover 26

3B Concrete New, Reroof (Tear-Off) F Non- I nsulated, Bonded Roof Cover 27

4A LWI C New, Reroof (Tear-Off) A-1 Bonded I nsulat ion, Bonded Roof Cover 28-30

4B LWI C New, Reroof (Tear-Off) E Non- I nsulated, Mech. At tached Base Sheet , Bonded Roof Cover 31-32

4C LWI C New, Reroof (Tear-Off) F Non- I nsulated, Bonded Roof Cover 33

5A CWF New, Reroof (Tear-Off) A-1 Bonded I nsulat ion, Bonded Roof Cover 34

5B CWF New, Reroof (Tear-Off) A-2 Mech. At tached Anchor Sheet , Bonded I nsulat ion, Bonded Roof Cover 35

5C CWF New, Reroof (Tear-Off) E Non- I nsulated, Mech. At tached Base Sheet , Bonded Roof Cover 35

6A Gypsum Reroof (Tear-Off) A-2 Mech. At tached Anchor Sheet , Bonded I nsulat ion, Bonded Roof Cover 36

6B Gypsum Reroof (Tear-Off) C Mech. At tached I nsulat ion, Bonded Roof Cover 36

6C Gypsum Reroof (Tear-Off) E Non- I nsulated, Mech. At tached Base Sheet , Bonded Roof Cover 37

6D Gypsum Reroof (Tear-Off) F Non- I nsulated, Bonded Roof Cover 37

7A-1 Various Recover A-1 Bonded I nsulat ion, Bonded Roof Cover (Base I nsulat ion Layer Only) 38-39

7A-2 Various Recover A-1 Bonded I nsulat ion, Bonded Roof Cover (Base and Top I nsulat ion Layers) 40-43


The follow ing notes apply t o the system s out lined here in :

1. Roof decks shall be in accordance with FBC requirements to the sat isfact ion of the AHJ. Wind load resistance of the roof deck shall be docum ented through proper codif ied and/ or FBC Approval docum entat ion.

2. Unless otherwise noted, insulat ion / base sheet fasteners shall be Dr ill-Tec # 12 (steel or wood only) or # 14 with Dr ill-Tec 3” Metal Plates or Drill-Tec AccuTrac Plates. Minim um fastener engagem ent are as follows:

Ü Wood: Minim um ¾- inch plywood penet rat ion or m inim um 1- inch wood plank em bedm ent .

Ü Steel: Minimum ¾- inch steel penet rat ion and engage the top flute of the steel deck.

Ü Concrete: Minimum 1- inch embedment into pilot hole in accordance with the fastener m anufacturer’s published installat ion inst ruct ions.

3. Unless otherwise noted, insulat ion m ay be any one layer or com binat ion of polyisocyanurate, polystyrene, wood fiberboard, per lite, DensDeck, DensDeck Pr im e, DensDeck DuraGuard, SECUROCK Gypsum -Fiber Roof Board or SECUROCK Glass-Mat Roof Board that m eets the QA requirem ents of F.A.C. Rule 9B-72 and is documented as meet ing FBC 1505.1 and, for foam plast ic, FBC 2603.4.1 or 2603.8, when installed with the roof cover.

4. Minimum 200 psi, m inimum 2- inch thick lightweight insulat ing concrete may be subst ituted for r igid insulat ion board for System Type D (mechanically at tached base sheet , bonded roof cover) , whereby the base sheet fasteners are installed through the LWI C to engage the st ructural steel or concrete deck. The st ructural deck shall be of equal or greater configurat ion to the steel and concrete deck list ings.

5. Unless otherwise noted, insulat ion adhesive applicat ion rates are as follows. Ribbon or bead width is at the t im e of applicat ion; the r ibbons/ beads shall expand as noted in the m anufacturer’s published inst ruct ions.

Ü Hot asphalt (HA) : Full coverage at 25-30 lbs/ square

Ü OMG OlyBond 500 or OlyBond Green (OB500) : Cont inuous ¾- inch wide r ibbons, 12- inch o.c. (PaceCart or SpotShot )

Ü Polyfoam TI TESET Roofing Adhesive (TI TESET) : Cont inuous 2.5 to 3- inch wide r ibbons, 12- inch o.c. Note: 3M Polyurethane Foam I nsulat ion Adhesive CR-20 may be used anywhere TI TESET is referenced.

6. Unless otherwise noted, bonded polyisocyanurate insulat ion is flat stock. Bonded tapered polyisocyanurate m ay be subst ituted for the flat stock board with the following Maxim um Design Pressure (MDP) lim itat ions:

Ü Hot asphalt (HA) : MDP –240.0 psf

Ü OMG OlyBond 500 or OlyBond Green (OB500) : MDP -120.0 psf

Ü Polyfoam TI TESET I nsulat ion Adhesive (TI TESET) : MDP -117.5 psf

7. Bonded polyisocyanurate insulat ion boards shall be m axim um 4 x 4 ft .

8. For m echanically at tached components or part ially bonded insulat ion, the maxim um design pressure for the selected assembly shall m eet or exceed the Zone 1 design pressure determ ined in accordance with FBC Chapter 16, and Zones 2 and 3 shall employ an at tachment density designed by a qualified design professional to resist the elevated pressure cr iter ia. Com monly used m ethods are RAS 117 and FM LPDS 1-29. Assemblies marked with an aster isk* carry the lim itat ions set forth in Sect ion 2.2.1.5.1(a) of FM LPDS 1-29 for Zone 2/ 3 enhancements.

9. For fully bonded assemblies, the maxim um design pressure for the selected assembly shall meet or exceed cr it ical design pressure determ ined in accordance with FBC Chapter 16, and no rat ional analysis is perm it ted.

10. For mechanically at tached components over exist ing decks, fasteners shall be tested in the exist ing deck for withdrawal resistance. A qualif ied design professional shall review the data for comparison to the m inimum requirements for the system . Test ing and analysis shall be in accordance with TAS 105 or ANSI / SPRI FX-1.

11. For exist ing subst rates in a bonded recover installat ion, the exist ing roof surface shall be exam ined for compat ibilit y and bond performance with the selected adhesive, and the exist ing roof system shall be capable of resist ing project design pressures on its own mer it to the sat isfact ion of the AHJ, as docum ented through field uplift test ing in accordance with ASTM E907, FM LPDS 1-52 or ANSI / SPRI I A-1.


12. For Recover Applicat ions using System Type D, the insulat ion is opt ional; however, the exist ing roof system shall be suitable for a recover applicat ion.

13. Unless otherwise noted, refer to the following references for bonded base, ply or cap sheet applicat ions.

Reference Layer Mater ia l Applicat ion

BP-AA (Base and Ply sheets, Asphalt -Applied

Base: GAFGLAS # 75 Base Sheet , GAFGLAS # 80 Ult im a Base Sheet , Ruberoid Modified Base Sheet , Hot asphalt at 25

lbs/ square. Ply: GAFGLAS Ply 4, GAFGLAS FlexPly 6, GAFGLAS FlexPly 6 5L

BP-CA (Base and Ply sheets, Cold-Applied)

Base: GAFGLAS # 75 Base Sheet

MATRI X 102 SBS Mem brane Adheisve at 1.5 gal/ sq.

B-LL (Base sheet , Loose-Laid)

Base: GAFGLAS Stratavent Elim inator Perforated Loose laid

SBS-AA (SBS, Asphalt -Applied)

Base or Ply: Ruberoid 20, Ruberoid Dual Smooth, Ruberoid MOP Smooth, Ruberoid MOP Sm ooth 1.5

Hot asphalt at 25 lbs/ square. Cap:

Ruberoid Dual Sm ooth, Ruberoid 30, Ruberoid 30 FR, Ruberoid EnergyCap SBS 30 FR, Ruberoid Dual FR, Ruberoid MOP Sm ooth, Ruberoid MOP Smooth 1.5, Ruberoid MOP 170 FR, Ruberoid MOP Granule, RoofMatch SBS Modified Granular, Ruberoid MOP FR, Ruberoid MOP Plus, Ruberoid Ult raClad SBS

SBS-CA (SBS, Cold-Applied)

Base or Ply: Ruberoid 20 MATRI X 102 SBS Mem brane Adhesive at 1.5 gal/ sq.

Cap: Ruberoid 30 FR, Ruberoid EnergyCap SBS 30 FR, Ruberoid MOP 170 FR, Ruberoid MOP FR

SBS-TA (SBS, Torch-Applied)

Base or Ply: Ruberoid SBS Heat -Weld 25, Ruberoid SBS Heat -Weld Sm ooth

Torch applied

Cap: Ruberoid SBS Heat -Weld Granule, Ruberoid SBS Heat-Weld 170 FR, Ruberoid SBS Heat -Weld Plus, Ruberoid SBS Heat -Weld Plus FR, Ruberoid EnergyCap SBS Heat -Weld Plus FR

APP-TA (APP, Torch-Applied)

Base or Ply: Ruberoid TORCH Sm ooth

Cap: Ruberoid TORCH Granule, Ruberoid TORCH 180, RoofMatch APP Modified Granular, Ruberoid TORCH FR, Ruberoid EnergyCap APP 250 FR, Ruberoid EnergyCap TORCH Granule FR, Ruberoid EnergyCap TORCH Plus FR

SBS-SA (self-adhering) Base or Ply: Liberty SBS Self-Adhering Base/ Ply Sheet , Ruberoid SA Base/ Ply Sheet

Self-adhered Cap

Liberty SBS Self-Adhering Cap Sheet , Liberty FR SBS Self-Adhering Cap Sheet , Ruberoid SA Cap, Ruberoid SA FR Cap


TABLE 1 A: W OOD DECKS - NEW CONSTRUCTI ON or REROOF ( Tear- Off)

SYSTEM TYPE A- 1 : BONDED I NSULATI ON, BONDED ROOF CO VER

System No.

Deck

( See Note 1 )

Base I nsulat ion Layer Top I n sulat ion Layer Roof Cover MDP ( psf)

Type At tach Type At tach Base Ply Cap

W-1.

Min. 19/ 32- inch plywood or OSB at tached 6- inch o.c. to wood supports at m ax. 2 ft o.c. using 8d com mon nails

One or m ore layers m in. 1.5- inch EnergyGuard ( tapered or flat stock)

TI TESET Min. 0.5- inch EnergyGuard HD Fiberboard

TI TESET BP-AA, SBS-AA

(Opt ional) One or m ore BP-AA, SBS-AA, SBS-TA or APP-TA

SBS-AA, SBS-TA or APP-TA

-52.5

W-2.

Min. 19/ 32- inch plywood or OSB at tached 6- inch o.c. to wood supports at m ax. 2 ft o.c. using 8d com mon nails

One or m ore layers m in. 1.5- inch EnergyGuard ( tapered or flat stock)

TI TESET

Min. 0.25- inch DensDeck, DensDeck Prime or SECUROCK Gypsum -Fiber Roof Board

TI TESET BP-AA, SBS-AA, SBS-TA or APP-TA



-52.5

TABLE 1 B- 1 : W OOD DECKS – NEW CONSTRUCTI ON or REROO F ( Tear- Off)

SYSTEM TYPE A- 2 : MECHANI CALLY ATTACHED ANCHOR SHEET, BONDED I NSULATI ON, BONDED ROOF COVER

System No.

Deck

( See Note 1 )

Anchor Sheet Base I nsulat ion Top I nsulat ion Roof Co ver MDP ( psf) Type Fasteners At tach Type At tach Type At tach Base Ply Cap

CONVENTI ONAL SYSTEMS:

W-3.

Min. 19/ 32- inch plywood 6- inch o.c. to wood supports at m ax. 2 ft o.c. using 8d r ing shank nails

GAFGLAS # 75 Base Sheet , # 80 Ult im a Base Sheet , Ply 4, FlexPly 6 or St ratavent Elim inator Nailable, Ruberoid 20, Ruberoid SBS Heat Weld Sm ooth or SBS Heat Weld 25

32 ga., 1-5/ 8-inch dia. t in caps with 11 ga. annular r ing shank nails

9- inch o.c. at the m in. 4- inch lap and 12- inch o.c. in two, equally spaced, staggered center rows

(Opt ional) Min. 1.5-inch EnergyGuard or EnergyGuard Ult ra

HA

Min. 0.5- inch EnergyGuard HD Fiberboard or EnergyGuard Perlite (hom ogenenous)

HA BP-AA, SBS-AA

(Opt ional) BP-AA, SBS-AA, SBS-TA, APP-TA

SBS-AA, SBS-TA, APP-TA

-45.0

W-4.






HA


HA BP-AA, SBS-AA



-52.5


TABLE 1 B- 1 : W OOD DECKS – NEW CONSTRUCTI ON or REROO F ( Tear- Off)


System No.

Deck

( See Note 1 )


W-5.


GAFGLAS # 80 Ult im a Base Sheet , Ruberoid 20, Ruberoid MOP Sm ooth




HA


HA BP-AA, SBS-AA



-60.0

SELF-ADHEI RNG SYSTEMS:

W-6.


GAFGLAS # 75 Base Sheet , # 80 Ult im a Base Sheet , Ply 4, FlexPly 6 or St ratavent Elim inator Nailable




HA

Min. 0.25- inch DensDeck Prim e or SECUROCK Gypsum -Fiber Roof Board

HA SBS-SA

(Opt ional) SBS-SA, SBS-TA or APP-TA

SBS-SA, SBS-TA or APP-TA

-45.0

TABLE 1 B- 2 : W OOD DECKS – NEW CONSTRUCTI ON, REROOF ( Tear- Off) or RECOVER


System No.

Deck

( See Note 1 )



W-7.



See Note 2


(Opt ional) Min. 1.5- inch EnergyGuard or EnergyGuard Ult ra

HA


HA BP-AA, SBS-AA



-45.0

W-8.



See Note 2

12- inch o.c. at the m in. 2- inch lap and 12- inch o.c. in three, equally spaced, staggered center rows


HA


HA BP-AA, SBS-AA



-60.0

W-9.



See Note 2

8- inch o.c. at the m in. 2- inch lap and 8- inch o.c. in three, equally spaced, staggered center rows


HA


HA BP-AA, SBS-AA



-75.0


TABLE 1 C: W OOD DECKS - NEW CONSTRUCTI ON, REROOF ( T ear- Off) or RECOVER

SYSTEM TYPE C: MECHANI CALLY ATTACHED I NSULATI ON, B ONDED ROOF COVER

System No.

Deck

( See Note 1 ) Base I nsulat ion

Layer

Top I nsulat ion Layer Roof Cover MDP ( psf)

Type Fasteners At tach Base Ply Cap


W-10.

Min. 19/ 32- inch plywood 6- inch o.c. to wood supports at m ax. 2 ft o.c. using 8d ring shank nails

Min. 0.75- inch, one or m ore layers, any com binat ion, loose laid

Min. 1.5- inch EnergyGuard Composite or EnergyGuard RA Composite

See Note 2 1 per 3 ft2 BP-AA, SBS-AA



-45.0

W-11.

Min. 19/ 32- inch plywood 6- inch o.c. to wood supports at m ax. 2 ft o.c. using 8d ring shank nails

Min. 0.75- inch, one or m ore layers, any com binat ion, loose laid

Min. 1- inch EnergyGuard HD Fiberboard or m in. 0.75- inch EnergyGuard Perlite (hom ogeneous)

See Note 2 1 per 2 ft2 BP-AA, SBS-AA



-45.0

SELF-ADHERI NG SYSTEMS:

W-12.

Min. 15/ 32- inch plywood at tached 6- inch o.c. to wood supports at m ax. 2 ft o.c. using 8d com m on nails

(Opt ional) One or m ore layers, any com binat ion, loose laid

Min. 1.5- inch EnergyGuard

See Note 2 (HD Fasteners only)

1 per 2 ft2 SBS-SA (Opt ional) SBS-SA

SBS-SA -45.0

W-13.



Min. 0.5- inch DensDeck DuraGuard


1 per 2 ft2 SBS-SA (Opt ional) SBS-SA

SBS-SA -52.5


TABLE 1 D: W OOD DECKS – NEW CONSTRUCTI ON, REROOF ( T ear- Off) or RECOVER

SYSTEM TYPE D: I NSULATED, MECHANI CALLY ATTACHED BASE SHEET, BONDED ROOF COVER

System No.

Deck

( See Note 1 )

I nsulat ion Layer( s) Base or Anchor Sheet Roof Cover MDP ( psf)

Type At tach Base Fasteners At tach Ply Cap


W-14.


Min. 1- inch, one or m ore layers, any com binat ion

Prelim at tach

GAFGLAS # 75 Base Sheet , # 80 Ult ima Base Sheet , St ratavent Elim inator Nailable, Ruberoid 20

See Note 2 12- inch o.c. at m in. 2- inch laps and 12- inch o.c. in two, equally spaced, staggered center rows

BP-AA, SBS-AA

SBS-AA, SBS-TA, SBS-CA, APP-TA

-45.0

W-15.



Prelim at tach


See Note 2

12- inch o.c. at m in. 2- inch laps and 12- inch o.c. in three, equally spaced, staggered center rows

BP-AA, SBS-AA


-60.0

W-16.



Prelim at tach


See Note 2 8- inch o.c. at m in. 2- inch laps and 8- inch o.c. in three, equally spaced, staggered center rows

BP-AA, SBS-AA


-75.0


TABLE 1 E- 1 : W OOD DECKS - NEW CONSTRUCTI ON or REROO F ( Tear- Off)

SYSTEM TYPE E: NON- I NSULATED, MECHANI CALY FASTEDED BASE SHEET, BONDED ROOF COVER

System No.

Deck ( See Note 1 ) Base Sheet Roof Cover

MDP ( psf) Type Faster At tachm ent Ply Cap


W-17.

Min. 19/ 32- inch plywood at tached 6- inch o.c. to wood supports at m ax. 2 ft o.c. using 8d ring shank nails

GAFGLAS # 75 Base Sheet , # 80 Ult ima Base Sheet , Ply 4, FlexPly 6 or Stratavent Elim inator Nailable, Ruberoid 20, Ruberoid SBS Heat Weld Sm ooth or SBS Heat Weld 25

32 ga., 1-5/ 8- inch dia. t in caps with 11 ga. annular r ing shank nails

9- inch o.c. at m in. 4- inch laps and 12- inch o.c. in two, equally spaced, staggered center rows

BP-AA, SBS-AA


-45.0

W-18.


GAFGLAS # 75 Base Sheet , # 80 Ult ima Base Sheet , Ply 4, FlexPly 6 or Stratavent Elim inator Nailable, Ruberoid 20, Ruberoid SBS Heat Weld Sm ooth or SBS Heat Weld 25



BP-AA, SBS-AA


-52.5

W-19.


GAFGLAS # 80 Ult im a Base Sheet , Ruberoid 20, Ruberoid MOP Sm ooth



BP-AA, SBS-AA


-60.0


W-20.


Liberty MA Mechanically At tached Base Sheet



(Opt ional) SBS-SA


-37.5

W-21.





(Opt ional) SBS-SA


-45.0


TABLE 1 E- 2 : W OOD DECKS - NEW CONSTRUCTI ON, REROOF ( Tear- Off) or RECOVER


System No.

Deck ( See Note 1 ) Base Sheet Roof Cover

MDP ( psf) Type Faster At tachm ent Ply Cap


W-22. Min. 19/ 32- inch plywood 6- inch o.c. to wood supports at m ax. 2 ft o.c. using 8d ring shank nails


See Note 2

12- inch o.c. at 2- inch laps and 12- inch o.c. in two, equally spaced, staggered center rows

BP-AA, SBS-AA


-45.0



See Note 2

12- inch o.c. at 2- inch laps and 12- inch o.c. in three, equally spaced, staggered center rows

BP-AA, SBS-AA


-60.0


GAFGLAS # 80 Ult im a Base Sheet Base, Ruberoid 20 or Ruberoid MOP Sm ooth

See Note 2


(Opt ional) SBS-TA

SBS-TA (polyester only)

-60.0



See Note 2


BP-AA, SBS-AA


-75.0


W-26.

Min. 19/ 32- inch plywood at max. 48- inch spans with blocked edges, at tached 6- inch o.c. with 8d ring shank nails at intermediate supports and 4- inch o.c. with 10d r ing shank nails at board edges.

Storm Safe Anchor Sheet See Note 2 (AccuTrac only)


(Opt ional) SBS-SA

SBS-SA Note: Seams sealed with TopCoat SB900 or Flexseal

-60.0

W-27.





(Opt ional) SBS-SA


-60.0


TABLE 2 A: STEEL OR CONCRETE DECKS - NEW CONSTRUCTI ON, REROOF ( Tear- Off) or RECOVER

SYSTEM TYPE B: MECHANI CALLY ATTACHED BASE I NSU LATI ON, BONDED TOP I NSULATI ON, BONDED ROOF COVER

System No.

Deck

( See Note 1 )

Base I nsulat ion Layer Top I n sulat ion Layer Roof Cover MDP ( psf) Type Fasteners At tach Type At tach Base Ply Cap


SC-1 Min. 22 ga., type B, Grade 33 steel or st ructural concrete

Min. 0.5- inch SECUROCK Gypsum -Fiber Roof Board

See Note 2 1 per 4.0

ft2

Opt ional m in. 1.5- inch EneryGuard or EnergyGuard Ult ra followed by GAFTEMP HD Fiberboard

HA, TI TESET, OB500

BP-AA, SBS-AA

(Opt ional) One or m ore BP-AA, SBS-AA or SBS-TA

SBS-AA or SBS-TA

-45.0*


Min. 0.625- inch DensDeck Prime


ft2

Min. 1.5- inch EneryGuard followed by m in. 0.25- inch DensDeck Prime or SECUROCK Gypsum -Fiber Roof Board

HA APP-TA (Opt ional) APP-TA

APP_TA -45.0*



See Note 2 1 per

2.67 ft2

Min. 1.5- inch EneryGuard followed by m in. 0.25- inch DensDeck Prime or SECUROCK Gypsum -Fiber Roof Board

HA APP-TA (Opt ional) APP-TA

APP_TA -45.0*



See Note 2 1 per 2

ft2

Opt ional addit ional layers of base insulat ion; Min. 0.25- inch DensDeck, DensDeck Prime or SECUROCK Gypsum -Fiber Roof Board

HA, TI TESET, OB500

BP-AA, SBS-AA, SBS-TA or APP-TA



-45.0*




ft2

Opt ional addit ional layers of base insulat ion; Min. 0.25- inch DensDeck, DensDeck Prime or SECUROCK Gypsum -Fiber Roof Board

HA, TI TESET, OB500




-45.0*


Min. 1.5- inch EnergyGuard or EnergyGuard Ult ra

See Note 2 1 per 2

ft2 Min. 0.5- inch EnergyGuard High Density Roof Fiberboard

HA, TI TESET or OB500

BP-AA, SBS-AA

None SBS-CA -45.0*




ft2

Min. 0.5- inch EnergyGuard Perlite Recover Board or m in. 0.75- inch EnergyGuard Perlite (hom ogeneous) or St ructodek HD Fiberboard

HA BP-AA, SBS-AA

(Opt ional) One or m ore BP-AA, SBS-AA

SBS-AA -45.0*




ft2

Min. 0.5- inch EnergyGuard Perlite Recover Board or m in. 0.75- inch EnergyGuard Perlite (hom ogeneous) or St ructodek HD Fiberboard

HA BP-AA, SBS-AA


SBS-AA -45.0*




ft2

Min. 1.5- inch EnergyGuard followed by m in. 0.75- inch EnergyGuard Perlite (hom ogeneous)

HA BP-AA, SBS-AA


SBS-AA -45.0*


TABLE 2 A: STEEL OR CONCRETE DECKS - NEW CONSTRUCTI ON, REROOF ( Tear- Off) or RECOVER

SYSTEM TYPE B: MECHANI CALLY ATTACHED BASE I NSU LATI ON, BONDED TOP I NSULATI ON, BONDED ROOF COVER

System No.

Deck

( See Note 1 )

Base I nsulat ion Layer Top I n sulat ion Layer Roof Cover MDP ( psf) Type Fasteners At tach Type At tach Base Ply Cap




ft2 Min. 0.5- inch Structodek HD Fiberboard

HA BP-AA, SBS-AA


SBS-AA -45.0*



See Note 2 1 per 2

ft2 Min. 0.375- inch SECUROCK Gypsum -Fiber Roof Board

HA, TI TESET, OB500




-60.0



See Note 2 1 per

1.45 ft2 Min. 1.0- inch EnergyGuard Perlite (hom ogeneous)

HA BP-AA, SBS-AA

(Opt ional) BP-AA, SBS-AA

SBS-AA or SBS-TA

-60.0





HA, OB500 or TI TESET




-60.0



See Note 2 1 per

1.45 ft2 Min. 0.5- inch Structodek HD Fiberboard

HA BP-AA, SBS-AA


SBS-AA or SBS-TA

-67.5

SC-15 Min. 22 ga. type B, Grade 80 steel or stuructal concrete



ft2 Min. 0.5- inch GAFTEMP HD Fiberboard

HA BP-AA, SBS-AA


SBS-AA -90.0






HA, TI TESET, OB500

SBS-SA (Opt ional) SBS-SA

SBS-SA -45.0*


TABLE 2 B- 1 : STEEL OR CONCRETE DECKS - NEW CONSTRUCTI ON, REROOF ( Tear- Off) or RECOVER


System No.

Deck

( See Note 1 ) Base I nsulat ion Layer

Top I nsulat ion Layer Roof Cover MDP ( psf) Type Fasteners At tach Base Ply Cap






ft2 SBS-TA or APP-TA

(Opt ional) SBS-TA or APP-TA

SBS-TA or APP-TA

-30.0*







SBS-TA or APP-TA

-37.5*







SBS-TA or APP-TA

-45.0*




See Note 2 1 per

2.13 ft2 SBS-TA or APP-TA


SBS-TA or APP-TA

-45.0*







SBS-TA or APP-TA

-45.0*



Min. 0.25- inch DensDeck, DensDeck Prime or DensDeck DuraGuard


ft2 BP-AA, SBS-AA



-45.0*



Min. 0.5- inch Structodek HD Fiberboard


ft2 SBS-AA

(Opt ional) SBS-AA

SBS-AA, SBS-TA

-45.0*





ft2


(Opt ional) BP-AA, SBS-AA, SBS-TA or APP-TA


-45.0*





ft2


(Opt ional) SBS-AA, SBS-TA, APP-TA


-52.5




See Note 2 1 per

1.45 ft2


(Opt ional) SBS-AA, SBS-TA, APP-TA


-52.5




See Note 2 1 per

1.78 ft2 SBS-TA, APP-TA

(Opt ional) SBS-TA, APP-TA

SBS-TA, APP-TA

-52.5




See Note 2 (# 14 only)

1 per 1.78 ft2

BP-AA, SBS-AA



-60.0




System No.

Deck





Min. 0.25- inch DensDeck Prime or SECUROCK Gypsum -Fiber Roof Board

See Note 2 1 per

1.33 ft2 SBS-TA, APP-TA


SBS-TA, APP-TA

-60.0



Min. 0.5- inch Structodek HD Fiberboard


ft2 SBS-AA

(Opt ional) SBS-AA or SBS-TA

SBS-AA, SBS-TA

-67.5





ft2 SBS-TA, APP-TA


SBS-TA, APP-TA

-97.5





1 per 1.0 ft2

SBS-TA, APP-TA


SBS-TA, APP-TA

-105.0





1 per 1.0 ft2

APP-TA (Opt ional) APP-TA

APP-TA -105.0





1 per 1.0 ft2

SBS-TA (Opt ional) SBS-TA

SBS-TA -120.0






ft2 SBS-SA

(Opt ional) SBS-SA, SBS-TA, APP-TA

SBS-SA, SBS-TA, APP-TA

-30.0*





ft2 SBS-SA



-30.0*



Min. 2.0- inch EnergyGuardor EnergyGuard Ult ra


ft2 SBS-SA



-37.5*



Min. 3/ 8- inch SECUROCK Gypsum -Fiber Roof Board or


ft2 SBS-SA



-45.0*





ft2 SBS-SA


SBS-TA, APP-TA

-45.0*





ft2 SBS-SA

(Opt ional) SBS-SA

SBS-SA -45.0*





ft2 SBS-SA



-45.0*




System No.

Deck







ft2 SBS-SA


SBS-TA, APP-TA

-45.0*





ft2 SBS-SA

(Opt ional) SBS-SA

SBS-SA -45.0*




See Note 2 1 per

1.45 ft2 SBS-SA


SBS-TA, APP-TA

-60.0

VENTI NG SYSTEMS:





ft2 B-LL


SBS-AA -45.0*



Min. 2.0- inch EnergyGuard RM


ft2 B-LL


SBS-AA -45.0*



Min. 1.5- inch EnergyGuard Ult ra


ft2 B-LL


SBS-AA -45.0*





ft2 B-LL


SBS-AA -60.0




See Note 2 1 per

1.45 ft2 B-LL


SBS-AA -67.5




See Note 2 1 per

1.45 ft2 B-LL


SBS-AA -75.0



Min. 0.25- inch DensDeck See Note 2 1 per 1.0

ft2 B-LL


SBS-AA -82.5





ft2 B-LL


SBS-AA -97.5

COLD -APPLI ED SYSTEMS:



Min. 0.5- inch EnergyGuard High Density Roof Fiberboard


ft2 BP-CA None SBS-CA -45.0*




System No.

Deck







ft2 SBS-CA None SBS-CA -45.0*


SYSTEM TYPE C- 1 : BONDED AND MECHANI CALLY ATTACHED I NSULATI ON, BONDED ROOF COVER

System No.

Deck


Layer

Top I nsulat ion Layer Roof Cover MDP ( psf) Type

Adhesive & Fasteners

At tach Base Ply Cap



Min. 2.0- inch EnergyGuard or EnergyGuard Ult ra, Loose-Laid


Adhesive: OB500

Fasteners: Drill-Tec XHD & Drill-Tec Plates

Adhesive: 12- inch o.c.

Fasteners: 1 per 1.33 ft2

SBS-TA or APP-TA


SBS-TA or APP-TA

-97.5



Min. 2.0- inch EnergyGuard or EnergyGuard Ult ra, Loose-Laid


Adhesive: OB500

Fasteners: Drill-Tec XHD & Drill-Tec Plates

Adhesive: 12- inch o.c.

Fasteners: 1 per 1.33 ft2

SBS-SA (Opt ional) SBS-TA or APP-TA

SBS-TA or APP-TA

-97.5


TABLE 2 C: STEEL OR CONCRETE DECKS – NEW CONSTRUCTI ON, REROOF ( Tear- Off) or RECOVER


System No.

Deck

( See Note 1 )

I nsulat ion Layer( s) Base or Anchor Sheet Roof Cover MDP ( psf) Type At tach Base Fasteners At tach Ply Cap


SC-57

Min. 22 ga., type B, Grade 33 steel or m in. 2,500 psi st ruct rual concrete

One or m ore layers, any com binat ion

Loose-laid

GAFGLAS # 75 Base Sheet , GAFGLAS # 80 Ult im a Base Sheet or GAFGLAS St ratavent Elim inator Nailable


BP-AA, SBS-AA

SBS-AA -30.0*

SC-58



Loose-laid



BP-AA, SBS-AA

SBS-AA -37.5*

SC-59



Loose-laid


See Note 2


BP-AA, SBS-AA

SBS-AA -45.0*

SC-60



Loose-laid


See Note 2


SBS-TA, APP-TA

SBS-TA, APP-TA

-45.0*

SC-61



Loose-laid


See Note 2

12- inch o.c. at m in. 3.5- inch laps and 12- inch o.c. in three, equally spaced, staggered center rows

SBS-AA SBS-AA, SBS-TA

-45.0*

SC-62



Loose-laid

Ruberoid Dual Sm ooth, Ruberod MOP Sm ooth, Ruberoid MOP Sm ooth 1.5

See Note 2 18- inch o.c. at m in. 3.5- inch laps

(Opt ional) SBS-TA

SBS-TA -45.0*

SC-63



Loose-laid

Ruberoid SBS Heat -Weld Sm ooth

Drill-Tec 2 in. Barbed Plates with Drill-Tec # 12 or # 14

12- inch o.c. within m in. 4- inch laps. Laps are heat -welded, encapsulat ing the fastener row.

(Opt ional) SBS-TA

SBS-TA -45.0*

SC-64



Loose-laid


See Note 2 12- inch o.c. at m in. 3.5- inch laps

(Opt ional) SBS-TA

SBS-TA -52.5


TABLE 2 C: STEEL OR CONCRETE DECKS – NEW CONSTRUCTI ON, REROOF ( Tear- Off) or RECOVER


System No.

Deck

( See Note 1 )

I nsulat ion Layer( s) Base or Anchor Sheet Roof Cover MDP ( psf) Type At tach Base Fasteners At tach Ply Cap

SC-65



Loose-laid

GAFGLAS # 80 Ult im a Base Sheet or GAFGLAS St ratavent Elim inator Nailable

See Note 2


SBS-AA SBS-AA, SBS-TA

-82.5

SC-66



Loose-laid


See Note 2 6- inch o.c. at m in. 3.5- inch laps (Opt ional) SBS-TA

SBS-TA -112.5


SC-67



Loose-laid


See Note 2

12- inch o.c. at m in. 3.5- inch laps and 18- inch o.c. in two, equally spaced, staggered center rows

(Opt ional) SBS-SA, SBS-TA or APP-TA


-30.0*

SC-68


Min. 1.5- inch, One or m ore layers, any com binat ion

Loose-laid



(Opt ional) SBS-SA

SBS-SA -37.5

SC-69



Loose-laid

Liberty SBS Self-Adhering Base/ Ply Sheet

See Note 2 12- inch o.c. at m in. 3.5- inch laps and 18- inch o.c. in one center row

(Opt ional) SBS-SA

SBS-SA -45.0*

COLD -APPLI ED SYSETMS:

SC-70



Loose-laid

GAFGLAS # 75 Base Sheet See Note 2


None SBS-CA -45.0*

SC-71



Loose-laid

GAFGLAS # 80 Ult im a Base Sheet or GAFGLAS St ratavent Elim inator Nailable

See Note 2


SBS-CA SBS-CA -82.5


TABLE 3 A- 1 : CONCRETE DECKS - NEW CONSTRUCTI ON or R EROOF ( Tear- Off)

SYSTEM TYPE A- 1 : BONDED I NSULATI ON, BONDED ROOF COVER ( Base I nsula t ion Layer Only)

System No.

Deck

( See Note 1 )

Base I nsula t ion Layer Roof Cover MDP ( psf)

Type At tach Base Ply Cap

CONVENTI ONAL SYSTEMS W I TH BASE I NSULATI ON LAYER ONLY

C-1. Concrete Min. ¾- inch EnergyGuard Perlite (hom ogeneous)

HA BP-AA, SBS-AA (Opt ional) One or m ore BP-AA, SBS-AA, SBS-TA or APP-TA


-140.0

C-2. Concrete Min. 0.5- inch EnergyGuard Perlite Recover Board



-165.0

C-3. Concrete Min. 0.5- inch EnergyGuard HD Fiberboard



-165.0

C-4. Concrete Min. 1.5- inch EnergyGuard Composite

HA BP-AA, SBS-AA (Opt ional) One or m ore BP-AA, SBS-AA


-270.0


OB500 BP-AA, SBS-AA (Opt ional) One or m ore BP-AA, SBS-AA, SBS-TA or APP-TA


-165.0

C-6. Concrete Min. 0.25- inch DensDeck Prime OB500 SBS-TA (Opt ional) One or m ore SBS-TA

SBS-TA -300.0


TI TESET BP-AA, SBS-AA (Opt ional) One or m ore BP-AA, SBS-AA, SBS-TA or APP-TA


-165.0

C-8. Concrete Min. 0.25- inch DensDeck Prime TI TESET SBS-TA (Opt ional) One or m ore SBS-TA

SBS-TA -245.0

SELF-ADHERI NG SYSTEMS W I TH BASE I NSULATI ON LAYER ONLY

C-9. Concrete Min. 1.5- inch EnergyGuard Ult ra HA SBS-SA (Opt ional) SBS-SA, SBS-TA, APP-TA

SBS-SA, SBS-TA, APP-TA -90.0

C-10. Concrete Min. 0.25- inch DensDeck DuraGuard

HA SBS-SA (Opt ional) SBS-SA, SBS-TA, APP-TA


C-11. Concrete Min. 1.5- inch EnergyGuard HA SBS-SA (Opt ional) SBS-SA, SBS-TA, APP-TA

SBS-TA, APP-TA -172.5

C-12. Concrete Min. 1.5- inch EnergyGuard RN HA SBS-SA (Opt ional) SBS-SA, SBS-TA, APP-TA


C-13. Concrete Min. 1.5- inch EnergyGuard RA HA SBS-SA (Opt ional) SBS-SA, SBS-TA, APP-TA


C-14. Concrete Min 0.5- inch St ructodek HD Fiberboard

OB500, 6- inch o.c.

SBS-SA (Opt ional) SBS-SA SBS-SA -110.0

C-15. Concrete Min. 0.25- inch DensDeck DuraGuard

OB500 SBS-SA (Opt ional) SBS-SA SBS-SA -120.0




System No.

Deck

( See Note 1 )



C-16. Concrete Min. 1.5- inch EnergyGuard OB500 SBS-SA (Opt ional) SBS-SA SBS-SA -120.0

C-17. Concrete Min. 0.25- inch DensDeck OB500 SBS-SA (Opt ional) SBS-TA or APP-TA

SBS-TA or APP-TA -122.5

C-18. Concrete Min. 0.25- inch DensDeck prim ed with ASTM D41 prim er

OB500 SBS-SA (Opt ional) SBS-TA or APP-TA


C-19. Concrete Min. 0.25- inch SECUROCK Gypsum -Fiber Roof Board



C-20. Concrete Min. 0.25- inch SECUROCK Gypsum -Fiber Roof Board prim ed with ASTM D41 prim er



C-21. Concrete Min. 1.5- inch EnergyGuard TI TESET SBS-SA (Opt ional) SBS-SA, SBS-TA, APP-TA


C-22. Concrete Min. 1.5- inch EnergyGuard RN TI TESET SBS-SA (Opt ional) SBS-SA, SBS-TA, APP-TA


C-23. Concrete Min. 1.5- inch EnergyGuard RA TI TESET SBS-SA (Opt ional) SBS-SA, SBS-TA, APP-TA


VENTI NG SYSTEMS W I TH BASE I NSULATI ON LAYER ONLY

C-24. Concrete Min. 1.5- inch EnergyGuard HA B-LL (Opt ional) One or m ore BP-AA, SBS-AA

SBS-AA -150.0

C-25. Concrete Min. 1.5- inch EnergyGuard HA B-LL One or m ore BP-AA, SBS-AA


C-26. Concrete Min. 1.5- inch EnergyGuard Ult ra HA B-LL (Opt ional) One or m ore BP-AA, SBS-AA

SBS-AA -172.5

C-27. Concrete Min. 1.5- inch EnergyGuard Ult ra HA B-LL One or m ore BP-AA, SBS-AA




SYSTEM TYPE A- 1 : BONDED I NSULATI ON, BONDED ROOF COVER ( Base and Top I nsula t ion Layers)

System No.

Deck

( See Note 1 )



CONVENTI ONAL SYSTEMS W I TH POLYI SOCYANURATE BASE I NSULATI ON LAYER :

C-28. Concrete Min. 1.5- inch EnergyGuard

HA


HA BP-AA (Opt ional) BP-AA SBS-AA or SBS-TA

-112.5

C-29. Concrete Min. 1.5- inch EnergyGuard or EnergyGuard Ult ra

HA Min. 0.25- inch DensDeck Prime

HA APP-TA (Opt ional) APP-TA APP-TA -127.5


HA Min. ¾- inch EnergyGuard Perlite (hom ogeneous)

HA BP-AA, SBS-AA



-172.5


HA Min. 0.5- inch EnergyGuard Perlite Recover Board

HA BP-AA, SBS-AA



-187.5


HA Min. 0.25- inch SECUROCK Gypsum -Fiber Roof Board

HA BP-AA or SBS-AA



-225.0


HA Min. 0.25- inch DensDeck Prime or SECUROCK Gypsum -Fiber Roof Board

HA SBS-TA (Opt ional) SBS-TA SBS-TA -232.5





HA Min. 0.25- inch DensDeck or DensDeck Prim e

HA BP-AA, SBS-AA



-240.0


HA Min. 1.5- inch EnergyGuard Composite

HA BP-AA, SBS-AA



-270.0


HA Min. 0.5- inch EnergyGuard HD Fiberboard

HA BP-AA, SBS-AA



-307.5


OB500 Min. 0.25- inch DensDeck or DensDeck Prim e

OB500 BP-AA, SBS-AA, SBS-TA or APP-TA



-150.0


OB500 Min. 0.5- inch EnergyGuard HD Fiberboard

OB500 BP-AA, SBS-AA



-165.0




System No.

Deck

( See Note 1 )




OB500 Min. 0.25- inch SECUROCK Gypsum -Fiber Roof Board

OB500 BP-AA or SBS-AA



-225.0


OB500 Min. 0.25- inch DensDeck Prime or SECUROCK Gypsum -Fiber Roof Board

OB500 SBS-TA, APP-TA


SBS-TA, APP-TA

-240.0


OB500 Min. 0.25- inch DensDeck Prime

OB500 SBS-TA (Opt ional) One or m ore SBS-TA

SBS-TA -300.0






-180.0


TI TESET Min. 0.25- inch SECUROCK Gypsum -Fiber Roof Board

TI TESET BP-AA or SBS-AA



-225.0



TI TESET SBS-TA or APP-TA



-232.5


TI TESET Min. 0.25- inch DensDeck or DensDeck Prim e




-240.0

SELF-ADHERI NG SYSTEMS W I TH POLYI SOCYANURATE BASE I NSULATI ON LAYER

C-47. Concrete Min. 1.5- inch EnergyGuard Ult ra

HA Min. 0.25- inch DensDeck DuraGuard

HA SBS-SA (Opt ional) SBS-SA SBS-TA or APP-TA

-90.0




-127.5


OB500 Min. 0.25- inch DensDeck DuraGuard

OB500 SBS-SA (Opt ional) SBS-SA SBS-TA or APP-TA

-90.0




-120.0


OB500 Min. 0.25- inch DensDeck OB500 SBS-SA (Opt ional) SBS-TA, APP-TA

SBS-TA, APP-TA

-122.5





OB500 Min. 0.25- inch DensDeck; surface shall be primed with ASTM D41 prim er

OB500 SBS-SA (Opt ional) SBS-TA, APP-TA

SBS-TA, APP-TA

-167.5


OB500 Min. 0.25- inch SECUROCK Gypsum -Fiber Roof Board


SBS-TA, APP-TA

-270.0




System No.

Deck

( See Note 1 )




OB500

Min. 0.25- inch SECUROCK Gypsum -Fiber Roof Board; surface shall be primed with ASTM D41 prim er


SBS-TA, APP-TA

-285.0

VENTI NG SYSTEMS W I TH POLYI SOCYANURATE BASE I NSULATI ON LAYER :



HA B-LL (Opt ional) One or m ore BP-AA, SBS-AA

SBS-AA -90.0



HA B-LL One or m ore BP-AA, SBS-AA

SBS-TA or APP-TA

-90.0




SBS-AA -90.0




SBS-TA or APP-TA

-90.0


HA (Opt ional) EnergyGuard HA B-LL (Opt ional) One or m ore BP-AA, SBS-AA

SBS-AA -150.0


HA (Opt ional) EnergyGuard HA B-LL One or m ore BP-AA, SBS-AA

SBS-TA or APP-TA

-150.0


HA (Opt ional) EnergyGuard Ult ra


SBS-AA -172.5




SBS-TA or APP-TA

-172.5




SBS-AA -240.0




SBS-TA or APP-TA

-240.0



OB500 B-LL (Opt ional) One or m ore BP-AA, SBS-AA

SBS-AA -90.0



OB500 B-LL One or m ore BP-AA, SBS-AA

SBS-TA or APP-TA

-90.0


OB500 (Opt ional) EnergyGuard Ult ra


SBS-AA -150.0




System No.

Deck

( See Note 1 )




OB500 (Opt ional) EnergyGuard Ult ra


SBS-TA or APP-TA

-150.0




SBS-AA -150.0




SBS-TA or APP-TA

-150.0


OB500 (Opt ional) EnergyGuard OB500 B-LL (Opt ional) One or m ore BP-AA, SBS-AA

SBS-AA -150.0


OB500 (Opt ional) EnergyGuard OB500 B-LL One or m ore BP-AA, SBS-AA

SBS-TA or APP-TA

-150.0



TI TESET B-LL (Opt ional) One or m ore BP-AA, SBS-AA

SBS-AA -90.0



TI TESET B-LL One or m ore BP-AA, SBS-AA

SBS-TA or APP-TA

-90.0


TI TESET (Opt ional) EnergyGuard TI TESET B-LL (Opt ional) One or m ore BP-AA, SBS-AA

SBS-AA -150.0


TI TESET (Opt ional) EnergyGuard TI TESET B-LL One or m ore BP-AA, SBS-AA

SBS-TA or APP-TA

-150.0


TI TESET (Opt ional) EnergyGuard Ult ra


SBS-AA -172.5


TI TESET (Opt ional) EnergyGuard Ult ra


SBS-TA or APP-TA

-172.5




SBS-AA -240.0




SBS-TA or APP-TA

-240.0

COLD -APPLI ED SYSETMS W I TH POLYI SOCYANURATE BASE I NSULATI ON LAYER :


OB500 Min. 0.5- inch EnergyGuard High Density Roof Fiberboard

OB500 SBS-CA None SBS-CA -45.0

CONVENTI ONAL SYSTEMS W I TH POLYSTYRENE BASE I NSULATI ON LAYER:




System No.

Deck

( See Note 1 )



C-83. Concrete Min. 2.0- inch, m in. 1.0 pcf, ASTM C578 expanded polystyrene

OB500 Min. 0.5- inch GAFTEMP HD Fiberboard

OB500 BP-AA, SBS-AA



-120.0

C-84. Concrete

Min. 1.0- inch Foam ular 250 or 2.0- inch STYROFOAM Deckm ate Plus FA


OB500 SBS-TA, APP-TA


SBS-TA, APP-TA

-240.0

C-85. Concrete Min. 1.0- inch Foam ular 250





-277.5

C-86. Concrete Min. 1.5- inch, m in. 1.25 pcf ASTM C578 expanded polystyrene





-87.5


TI TESET





-87.5






-180.0


TI TESET





-180.0






-240.0


TI TESET





-240.0

SELF-ADHERI NG SYSTEMS W I TH POLYSTYRENE BASE I NSULATI ON LAYER:

C-92. Concrete Min. 1.0- inch Foam ular 250




TI TESET Min. 0.25- inch DensDeck Prime

TI TESET SBS-SA (Opt ional) SBS-SA SBS-SA -87.5




System No.

Deck

( See Note 1 )




TI TESET Min. 0.25- inch SECUROCK Gypsum -Fiber Roof Board primed with D41 primer



TI TESET Min. 0.25- inch DensDeck Prime








A. The following are opt ions for installat ion of a vapor barrier / tem porary roof on the concrete deck prior to insulat ion placement . I f asphalt ic vapor barrier / temp roof is installed, concrete deck shall be prim ed with ASTM D41 prim er prior to its installat ion. Unless otherwise noted, system Maxim um Design Pressure (MDP) is unaffected.

1. For use with asphalt -applied insulat ion:

• One or two plies BP-AA

• One BP-AA base or ply sheet with SBS-AA, SBS-TA or APP-TA base or cap membrane

• One or two plies SBS-AA, SBS-TA or APP-TA base and/ or cap m em brane

2. For use with OB500 applied insulat ion:

• One or two plies BP-AA (MDP -352.5 psf)

• One ply Ruberoid TORCH Sm ooth, Ruberoid SBS Heat Weld 25 or Ruberoid SBS Heat Weld SMOOTH (MDP -165.0 psf)

• Deck primed with Topcoat White Surface Seal SB at 1.0 to 1.5 gal/ sq followed by Liberty Self-Adhering Base/ Ply Sheet . The installed sheet is then heated with a torch to burn-off any poly- film on the top surface (MDP – 232.5 psf)

• Deck primed with ASTM D41 prim er followed by Liberty SBS Self-Adhering Base/ Ply Sheet . The installed sheet is then heated with a torch to burn-off any poly-film on the top surface (MDP – 240.0 psf)

3. For use with TI TESET applied insulat ion:

• One or two plies BP-AA (MDP -262.5 psf)

• Opt ional BP-AA or SBS-AA with SBS-AA cap membrane (MDP -270.0 psf)

• Opt ional BP-AA or SBS-AA, SBS-TA or APP-TA base m em brane with SBS-TA or APP-TA cap membrane (MDP -169.0 psf) .

• Opt ional SBS-SA base membrane with SBS-SA cap membrane (MDP – 250.0 psf)



SYSTEM TYPE A- 1 a: BONDED TEMP ROOF, BONDED I NSULATI ON, BONDED ROOF COVER

System No. Deck ( See

Note 1 Tem p Roof

Base I nsula t ion Layer Top I nsula t ion Layer Roof Cov er MDP ( psf)


CONVENTI ONAL SYSTEMS W I TH POLYI SOCYANURATE BASE I NSULATI ON LAYER :

C-98. Conc.

Deck prim ed with D41 prim er; one or two plies of GAFGLAS Ply 4 or FlexPly 6 in hot asphalt


HA

Min. 0.25- inch DensDeck, DensDeck Prim e or SECUROCK Gypsum -Fiber Roof Board

HA SBS-TA, APP-TA


SBS-TA, APP-TA

-232.5

C-99. Conc. Deck prim ed with D41 prim er; SBS-TA or APP-TA base ply


OB500


OB500 SBS-TA or APP-TA


SBS-TA or APP-TA

-165.0

C-100. Conc. Deck prim ed with D41 pr im er; SBS-AA or SBS-CA base ply


OB500




SBS-TA or APP-TA

-165.0

C-101. Conc.

Deck prim ed D41 prim er; Liberty SA Self-Adhering Base/ Ply Sheet ; poly- film burned off


OB500




SBS-TA or APP-TA

-240.0

C-102. Conc.

Deck prim ed with Topcoat White Surface Seal SB; Liberty SA Self-Adhering Base/ Ply Sheet ; poly- film burned off


OB500




SBS-TA or APP-TA

-240.0


TABLE 3 B: CONCRETE DECKS - NEW CONSTRUCTI ON or RER OOF ( Tear- Off)

SYSTEM TYPE F: NON- I NSULATED, BONDED ROOF COVER

System No.

Deck

( See Note 1 ) Pr im er

Roof Cover MDP ( psf)

Base Ply Cap


C-103. Concrete ASTM D41 APP-TA (Opt ional) APP-TA APP-TA -90.0

C-104. Concrete ASTM D41 BP-AA, SBS-AA BP-AA, SBS-AA SBS-AA -442.5

C-105. Concrete (Opt ional) ASTM D41 SBS-TA (Opt ional) SBS-TA SBS-TA -465.0


C-106. Concrete ASTM D41 SBS-SA (Opt ional) SBS-SA SBS-SA -72.5

C-107. Concrete ASTM D41 SBS-SA (Opt ional) SBS-TA or APP-TA SBS-TA or APP-TA -140.0

C-108. Concrete Top Coat Surface Seal SB SBS-SA None SBS-SA, adhered in 0.25- inch beads of Surface Seal Bonding Adhesive 12- inch o.c.

-187.5

VENTI NG SYSTEMS:

C-109. Concrete Top Coat Surface Seal SB B-LL (Opt ional) BP-AA, SBS-AA SBS-AA -127.5


TABLE 4 A: LI GHTW EI GHT I NSULATI NG CONCRETE DECKS - NEW CONSTRUCTI ON or REROOF ( Tear- Off)


System No.

Deck ( See Note 1 ) Base I nsulat i on Layer Coverboard Roof Cover MDP ( psf)

St ructura l LW C Type At tach Type At tach Base Ply Cap


LWC-1. Concrete Mearlcrete (m in. 300 psi)

Min. 0.5- inch St ructodek TD

OB500 None N/ A




-155.0

LWC-2. Concrete Elast izell (m in. 200 psi)



OB500 BP-AA, SBS-AA



-225.0



OB500


OB500




-225.0


Min. 2.0- inch, m in. 1.0 pcf, ASTM C578 expanded polystyrene


OB500 BP-AA, SBS-AA



-120.0


Min. 1.0- inch Foamular 250

OB500

Min. 0.25- inch DensDeck or DensDeck Prime or SECUROCK Gypsum -Fiber Roof Board

OB500




-225.0



TI TESET Min. 0.5- inch GAFTEMP HD Fiberboard




-180.0



TI TESET


TI TESET




-180.0







-222.5



TI TESET


TI TESET




-222.5




System No.



LWC-10. Concrete Min. 200 psi Mearlcrete LWI C






-240.0



TI TESET


TI TESET




-240.0

LWC-12. Concrete

Elast izell, Celcore or Mearlcrete (m in. 200 psi)

Min. 1.5- inch, m in. 1.25 pcf ASTM C578 expanded polystyrene





-87.5

LWC-13. Concrete



TI TESET


TI TESET




-87.5

LWC-14. Concrete







-180.0

LWC-15. Concrete



TI TESET


TI TESET




-180.0

LWC-16. Concrete Celcore (m in. 200 psi)






-222.5

LWC-17. Concrete Celcore (m in. 200 psi)


TI TESET


TI TESET




-222.5







-240.0




System No.





TI TESET


TI TESET




-240.0



Min. 0.5- inch St ructodek TD

OB500 None N/ A SBS-SA (Opt ional) SBS-SA SBS-SA -122.5


TABLE 4 B: LI GHTW EI GHT I NSULATI NG CONCRETE DECKS - NEW CONSTRUCTI ON or REROOF ( Tear- Off)


System No.

Deck ( See Note 1 ) Base Roof Cover MDP ( psf) St ructura l LW C Mem brane Faster At tachm ent Ply Cap


LWC-21.

Min. 22 ga. type B, Grade 33 vented steel at tached to supports at m ax. 6 ft spans with 5/ 8- inch puddle welds & washers 6- inch o.c. or st ructural concrete

Mearlcrete (m in. 300 psi) with m in. 1 pcf EPS board and m in. 2- inch thick top coat

Ruberoid MOP Plus (granules down)

Drill-Tec Locking I m pact Nail

6- inch o.c. at m in. 4- inch side laps and 9- inch o.c. in two, equally spaced staggered center rows.



-45.0

LWC-22.

Min. 22 ga. type B, Grade 33 steel at tached to supports at m ax. 6’-6”spans with 5/ 8- inch puddle welds or Tek 5 screws 6- inch o.c. or st ructural concrete

Min 250-300 psi Approved cellular LWC with m in. 1 pcf EPS board and m in. 2- inch thick top coat

Ruberoid MOP Sm ooth

# 14 HD Drill-Tec fasteners and 2” Drill-Tec Double-Barbed Round Steel Plates

Fasten through LWC to st ructural deck 6- inch o.c. within 4- inch heat welded side laps

(Opt ional) SBS-TA

SBS-TA -52.5

LWC-23.



GAFGLAS # 75 Base Sheet , GAFGLAS # 80 Ult im a Base Sheet , GAFGLAS St ratavent Elim inator Nailable

Drill-Tec Base Sheet Fastener (1.2 in.)

7.5- inch o.c. at m in. 4- inch laps and 12- inch o.c. in three, equally spaced, staggered center rows



-52.5

LWC-24.

Min. 22 ga. type B, Grade 33 steel at tached to supports at m ax. 6 ft spans with Tek 5 screws 6- inch o.c. or st ructural concrete

Min 250-300 psi Approved cellular LWC with m in. 1 pcf EPS board and m in. 2- inch thick top coat

GAFGLAS FlexPly 6

See Note 2

Fasten through LWC to st ructural deck 12- inch o.c. at 4- inch side laps and 12- inch o.c. in two, equally spaced staggered center rows.


SBS-AA, SBS-TA

-67.5

LWC-25.

Min. 22 ga. type B, Grade 33 vented steel at tached to supports at m ax. 5- ft spans with 5/ 8- inch puddle welds with washers 6- inch o.c. & side laps at tached with 10-16 x ¾” Teks 1 screws 12- inch o.c. or st ructural concrete

Celcore Cellular Concrete (m in. 200 psi) with m in. 1 pcf EPS board and m in. 2-inch thick top coat

Ruberoid MOP Granule (granules down)


7- inch o.c. at m in. 4- inch side laps and 7- inch o.c. in two, equally spaced staggered center rows.

BP-AA or SBS-AA


-75.0

LWC-26.

Min. 22 ga. type B, Grade 33 steel at tached to supports at m ax. 6- ft , 6- inch spans with 5/ 8- inch puddle welds 6- inch o.c. & side laps at tached with 10-16 x ¾” Teks 1 screws 6- inch o.c. or st ructural concrete

Min 300 psi Approved cellular LWC with m in. 1 pcf EPS board and m in. 2- inch thick top coat

Ruberiod MOP Plus (granules down)

See Note 2 (# 14 fasteners only)

Fasten through LWC to st ructural deck 6- inch o.c. at 4- inch side laps and 6- inch o.c. in one staggered center row.

(Opt ional) SBS-TA

SBS-TA (polyester reinforced, D6164 only)

-75.0


TABLE 4 B: LI GHTW EI GHT I NSULATI NG CONCRETE DECKS - NEW CONSTRUCTI ON or REROOF ( Tear- Off)


System No.

Deck ( See Note 1 ) Base Roof Cover MDP ( psf) St ructura l LW C Mem brane Faster At tachm ent Ply Cap

LWC-27.

Min. 22 ga. type B, Grade 33 steel at tached to supports at m ax. 6- ft , 6- inch spans with 5/ 8- inch puddle welds 6- inch o.c. & side laps at tached with 12-14 x ¾” Teks 1 screws 6- inch o.c. or st ructural concrete

Mearlcrete (m in. 300 psi) with no EPS board. Note: To qualify the Mearlcrete under this assem bly, a Drill-Tec Base Sheet Fastener (1.2 in.) shall achieve an average withdrawal of 106 lbf or greater when tested per TAS105 or ANSI / SPRI FX-1

GAFGLAS FlexPly 6




SBS-AA (polyester reinforced, D6164 only)

-82.5

LWC-28.

Min. 22 ga. type B, Grade 33 steel at tached to supports at m ax. 5- ft spans with 5/ 8- inch puddle welds & washers 6- inch o.c. & side laps at tached with 10-16 x ¾” Teks 1 screws 24- inch o.c. or st ructural concrete

Min 250 psi Approved cellular LWC with opt ional m in. 1 pcf EPS board and m in. 2- inch thick top coat

Ruberoid SBS Heat -Weld Granule (granules down)

See Note 2

Fasten through LWC to st ructural deck 12- inch o.c. at 4- inch side laps and 12- inch o.c. in two, equally spaced staggered center rows.

(Opt ional) SBS-TA

SBS-TA (polyester reinforced, D6164 only)

-97.5

LWC-29.

Min. 22 ga. type B, Grade 33 steel at tached to supports at m ax. 6- ft spans with 5/ 8- inch puddle welds 6- inch o.c. & side laps at tached with 10-16 x ¾” Teks 1 screws 6-inch o.c. or st ructural concrete

Min 300 psi Approved cellular LWC with opt ional m in. 1 pcf EPS board and m in. 2- inch thick top coat

Ruberoid MOP Plus (granules down)

See Note 2 (AccuTrac only)

Fasten through LWC to st ructural deck 5- inch o.c. within m in. 4- inch side laps. Laps sealed with m inim um 1.5- inch heat weld.

(Opt ional) SBS-TA

SBS-TA (polyester reinforced, D6164, Type I I only)

-127.5

LWC-30.

Min. 22 ga. type B, Grade 33 steel at tached to supports at m ax. 6- ft spans with 5/ 8- inch puddle welds 6- inch o.c. & side laps at tached with 10-16 x ¾” Teks 1 screws 6-inch o.c. or st ructural concrete

Mearlcrete (m in. 300 psi) with no EPS board. Note: To qualify the Mearlcrete under this assem bly, a Drill-Tec Base Sheet Fastener (1.2 in.) shall achieve an average withdrawal of 146 lbf or greater when tested per TAS105 or ANSI / SPRI FX-1

GAFGLAS FlexPly 6




SBS-AA (polyester reinforced, D6164 only)

-127.5

SELF- ADHERI NG SYSTEMS:

LWC-31.



Storm Safe Anchor Sheet



(Opt ional) SBS-SA

SBS-SA -52.5


TABLE 4 C: LI GHTW EI GHT I NSULATI NG CONCRETE DECKS - NEW CONSTRUCTI ON or REROOF ( Tear- Off)


System No.

Deck ( See Note 1 ) Pr im er


St ructura l LW C Base Ply Cap


LWC-32. Concrete Min. 250-300 psi Celcore LWI C ASTM D41 SBS-SA None SBS-TA -52.5

LWC-33. Concrete with SBS-TA temp roof

Min. 300 psi LWC Products LWI C Top Coat Surface Seal SB SBS-SA None SBS-SA, adhered in 0.25- inch beads of Surface Seal Bonding Adhesive 12- inch o.c.

-55.0

LWC-34. Concrete Min. 250-300 psi Celcore LWI C Top-Coat PRECOTE SBS-SA None SBS-TA -100.0

LWC-35. Concrete Min. 250-300 psi Concrecel LWIC Top Coat Surface Seal SB SBS-SA None SBS-TA -100.0

LWC-36. Concrete Min. 300 psi LWC Products LWI C Top Coat Surface Seal SB SBS-SA None SBS-SA, adhered in 0.25- inch beads of Surface Seal Bonding Adhesive 12- inch o.c.

-102.5

LWC-37. Concrete Min. 250-300 psi Elast izell LWIC ASTM D41 SBS-SA None SBS-SA -137.5

LWC-38. Concrete Min. 250-300 psi Elast izell LWIC Top Coat Surface Seal SB SBS-SA None SBS-TA -157.5

LWC-39. Concrete Min. 250-300 psi Celcore LWI C Top Coat Surface Seal SB SBS-SA None SBS-TA -220.0

LWC-40. Concrete Min. 300 psi Mearlcrete LWIC Top Coat Surface Seal SB SBS-SA None SBS-TA -337.5


TABLE 5 A: CEMENTI TOI US W OOD FI BER DECKS - NEW CONSTRUCTI ON or REROOF ( Tear- Off)


System No.

Deck

( See Note 1 )




CWF-1. Tectum

Min. 1.5- inch EnergyGuard ( tapered or flat stock)


OB500 BP-AA, SBS-AA



-45.0

CWF-2. Tectum


OB500





-45.0

CWF-3. Tectum






-52.5

CWF-4. Tectum


TI TESET





-52.5


TABLE 5 B: CEMENTI TOUS W OOD FI BER DECKS – NEW CONSTRUCTI ON or REROOF ( Tear- Off)


System No.

Deck ( See Note 1 )



CWF-5. Tectum

GAFGLAS # 75 Base Sheet , # 80 Ult im a Base Sheet , St ratavent Elim inator Nailable, Ruberoid 20, MOP Sm ooth, Heat Weld Sm ooth or Heat Weld 25

Min. 1.8- inch Drill-Tec Locking I m pact Nail

9- inch o.c. at the 3- inch lap and 18-inch o.c. in two, equally spaced, staggered center rows

(Opt ional) Min. 1- inch EnergyGuard

HA

Min. 0.25- inch DensDeck, DenDeck Prim e or SECUROCK Gypsum -Fiber Roof Board

HA

BP-AA, SBS-AA, SBS-TA, APP-TA



CWF-6. Tectum

GAFGLAS # 75 Base Sheet , # 80 Ult im a Base Sheet , St ratavent Elim inator Nailable, Ruberoid 20, MOP Sm ooth, Heat Weld Sm ooth or Heat Weld 25



(Opt ional) Min. 1- inch EnergyGuard

HA

Min. 0.5- inch EnergyGuard HD Fiberboard or m in. 0.75- inch EnergyGuard Perlite (hom ogeneous)

HA BP-AA, SBS-AA


SBS-TA, APP-TA

-82.5

TABLE 5 C: CEMENTI TI OUS W OOD FI BER DECKS – NEW CONS TRUCTI ON or REROOF ( Tear-Off)


System No.

Deck

( See Note 1 )

Base Sheet Roof Cover MDP ( psf)

Type Faster At tachm ent Ply Cap


CWF-7. Tectum

GAFGLAS # 75 Base Sheet , # 80 Ult ima Base Sheet , St ratavent Elim inator Nailable, Ruberoid 20, MOP Sm ooth, Heat Weld Sm ooth or Heat Weld 25

Min. 1.8- inch Drill-Tec Locking I mpact Nail

9- inch o.c. at the 3- inch lap and 18- inch o.c. in two, equally spaced, staggered center rows

BP-AA, SBS-AA SBS-AA, SBS-TA or APP-TA

-82.5


TABLE 6 A: GYPSUM DECKS – REROOF ( Tear- Off)


System No.

Deck

( See Note 1 )


VENTI NG SYSTEMS:

G-1 Exist ing sound gypsum or gypsum plank

GAFGLAS St ratavent Elim inator Nailable




HA None N/ A B-LL Two plies SBS-AA

SBS-AA -45.0*

TABLE 6 B: GYPSUM DECKS - REROOF ( Tear- Off)


System No.

Deck


Layer

Top I nsulat ion Layer Roof Cover MDP ( psf)

Type Fasteners At tach Base Ply Cap



Min. 0.75- inch GAFTEMP Perm alite

Drill-Tec Polymer Gyptec Fastener with Drill-Tec Gyptec Plate

1 per 1.3 ft2 BP-AA or SBS-AA

(Opt ional) BP-AA, SBS-AA or SBS-TA

SBS-AA or SBS-TA

-62.5*


TABLE 6 C: GYPSUM DECKS - REROOF ( Tear- Off)


System No.

Deck

( See Note 1 )

Base Sheet Roof Cover MDP ( psf)

Type Faster At tachm ent Ply Cap



GAFGLAS St ratavent Elim inator Nailable



BP-AA, SBS-AA SBS-AA, SBS-TA or APP-TA

-45.0*







-50.0*







-57.5*

TABLE 6 D: GYPSUM DECKS - REROOF ( Tear-Off)


System No.

Deck

( See Note 1 ) Pr im er


Base Ply Cap



GAF Top Coat Surface Seal SB

SBS-SA None GAF Ruberoid SBS Heat Weld Granular

-397.5


TABLE 7 A- 1 : RECOVER APPLI CATI ONS


System No.

Subst rate ( See Notes 1 &

1 1 )



CONVENTI ONAL SYSTEMS W I TH BASE I NSULATI ON LAYER ONLY

R-1. Exist ing asphalt ic roof cover

Min. ¾- inch EnergyGuard Perlite (hom ogeneous)



-140.0


Min. 0.5- inch EnergyGuard Perlite Recover Board



-165.0


Min. 0.5- inch EnergyGuard HD Fiberboard



-165.0


Min. 1.5- inch EnergyGuard Composite



-240.0





-120.0


Min. 0.25- inch DensDeck Prime OB500 SBS-TA (Opt ional) One or m ore SBS-TA

SBS-TA -120.0

R-7. Exist ing granule surface cap sheet


OB500, 6- inch o.c.

SBS-TA, APP-TA (Opt ional) SBS-TA, APP-TA






-165.0


Min. 0.25- inch DensDeck Prime TI TESET SBS-TA (Opt ional) One or m ore SBS-TA

SBS-TA -245.0

SELF-ADHERI NG SYSTEMS W I TH BASE I NSULATI ON LAYER ONLY


Min. 1.5- inch EnergyGuard Ult ra HA SBS-SA (Opt ional) SBS-SA, SBS-TA, APP-TA




HA SBS-SA (Opt ional) SBS-SA, SBS-TA, APP-TA



Min. 1.5- inch EnergyGuard HA SBS-SA (Opt ional) SBS-SA, SBS-TA, APP-TA



Min. 1.5- inch EnergyGuard RN HA SBS-SA (Opt ional) SBS-SA, SBS-TA, APP-TA



Min. 1.5- inch EnergyGuard RA HA SBS-SA (Opt ional) SBS-SA, SBS-TA, APP-TA





System No.

Subst rate ( See Notes 1 &

1 1 )





HA SBS-TA, APP-TA (Opt ional) SBS-TA, APP-TA



Min 0.5- inch St ructodek HD Fiberboard

OB500, 6- inch o.c.

SBS-SA (Opt ional) SBS-SA SBS-SA -110.0





Min. 1.5- inch EnergyGuard OB500 SBS-SA (Opt ional) SBS-SA SBS-SA -120.0


Min. 0.25- inch DensDeck OB500 SBS-SA (Opt ional) SBS-TA or APP-TA



Min. 0.25- inch DensDeck primed with ASTM D41 primer








Min. 0.25- inch SECUROCK Gypsum -Fiber Roof Board primed with ASTM D41 primer




Min. 1.5- inch EnergyGuard TI TESET SBS-SA (Opt ional) SBS-SA, SBS-TA, APP-TA



Min. 1.5- inch EnergyGuard RN TI TESET SBS-SA (Opt ional) SBS-SA, SBS-TA, APP-TA



Min. 1.5- inch EnergyGuard RA TI TESET SBS-SA (Opt ional) SBS-SA, SBS-TA, APP-TA


VENTI NG SYSTEMS W I TH BASE I NSULATI ON LAYER ONLY


Min. 1.5- inch EnergyGuard HA B-LL (Opt ional) One or m ore BP-AA, SBS-AA

SBS-AA -150.0


Min. 1.5- inch EnergyGuard HA B-LL One or m ore BP-AA, SBS-AA



Min. 1.5- inch EnergyGuard Ult ra HA B-LL (Opt ional) One or m ore BP-AA, SBS-AA

SBS-AA -172.5


Min. 1.5- inch EnergyGuard Ult ra HA B-LL One or m ore BP-AA, SBS-AA




SYSTEM TYPE A- 1 : BONDED I NSULATI ON, BONDED ROOF COVER ( Base and Top Layer I nsula t ion)

System No.

Subst rate

( See Notes 1 & 1 1 )



CONVENTI ONAL SYSTEMS ( BASE AND TOP LAYER I NSULATI ON ) :



HA


HA BP-AA (Opt ional) BP-AA SBS-AA or SBS-TA

-112.5




HA SBS-TA, APP-TA


SBS-TA, APP-TA

-127.5




HA SBS-TA, APP-TA


SBS-TA, APP-TA

-172.5






-172.5



HA Min. 0.5- inch EnergyGuard Perlite Recover Board


SBS-AA -187.5




HA BP-AA or SBS-AA



-225.0




HA SBS-TA (Opt ional) SBS-TA SBS-TA -232.5







HA

Min. 0.5- inch EnergyGuard HD Fiberboard or Min. 1.5-inch EnergyGuard Composite or m in. 0.25-inch DensDeck Prime



-240.0

R-39. Exist ing asphalt BUR or m ineral suface cap


OB500





-120.0

R-40. Exist ing asphalt BUR or m ineral suface cap





-120.0




System No.

Subst rate

( See Notes 1 & 1 1 )



R-41. Exist ing sm ooth APP






-150.0







-165.0






-165.0

R-44. Exist ing m ineral surface cap


OB500, 6-inch o.c.


OB500, 6-inch o.c.




-172.5


Min. 1.5- inch EnergyGuard RN

OB500, 6-inch o.c.


OB500, 6-inch o.c.




-210.0


Min. 1.5- inch EnergyGuard RA

OB500, 6-inch o.c.


OB500, 6-inch o.c.




-217.5



OB500, 6-inch o.c.


OB500, 6-inch o.c.




-240.0






-180.0




TI TESET BP-AA or SBS-AA



-225.0




TI TESET SBS-TA or APP-TA



-232.5







-240.0

SELF-ADHERI NG SYSTEMS W I TH POLYI SOCYANURATE BASE I NSULATI ON LAYER





-90.0





-127.5




System No.

Subst rate

( See Notes 1 & 1 1 )







-90.0



OB500

Min. 0.25- inch DensDeck, DensDeck Prime or DensDeck DuraGuard or SECUROCK Gypsum -Fiber Roof Board


-120.0







OB500 Min. 0.25- inch DensDeck; surface shall be primed with ASTM D41 prim er


SBS-TA, APP-TA

-165.0



OB500, 6-inch o.c.

Min. 0.25- inch SECUROCK Gypsum -Fiber Roof Board (primer opt ional)

OB500, 6-inch o.c.

SBS-SA (Opt ional) SBS-TA, APP-TA

SBS-TA, APP-TA

-172.5


Min. 1.5- inch EnergyGuard RN

OB500, 6-inch o.c.


OB500, 6-inch o.c.


SBS-TA, APP-TA

-210.0


Min. 1.5- inch EnergyGuard RA

OB500, 6-inch o.c.


OB500, 6-inch o.c.


SBS-TA, APP-TA

-217.5



OB500, 6-inch o.c.


OB500, 6-inch o.c.


SBS-TA, APP-TA

-240.0

VENTI NG SYSTEMS W I TH POLYI SOCYANURATE BASE I NSULATI ON LAYER :





SBS-AA -90.0





SBS-TA or APP-TA

-90.0





SBS-AA -90.0





SBS-TA or APP-TA

-90.0



HA (Opt ional) EnergyGuard HA B-LL (Opt ional) One or m ore BP-AA, SBS-AA

SBS-AA -150.0




System No.

Subst rate

( See Notes 1 & 1 1 )





HA (Opt ional) EnergyGuard HA B-LL One or m ore BP-AA, SBS-AA

SBS-TA or APP-TA

-150.0





SBS-AA -172.5





SBS-TA or APP-TA

-172.5





SBS-AA -240.0





SBS-TA or APP-TA

-240.0

COLD -APPLI ED SYSETMS W I TH POLYI SOCYANURATE BASE I NSULATI ON LAYER :



OB500 Min. 0.5- inch EnergyGuard High Density Roof Fiberboard

OB500 SBS-CA None SBS-CA -45.0

Florida Building Code Product Approval · 5680.1 GAF Modified Bitumen Roof Systems SBS and APP...

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