|
FL #
<br />Application Type
<br />Code Version
<br />Application Status
<br />Comments
<br />Archived
<br />Product Manufacturer
<br />Address/Phone/Email
<br />Authorized Signature
<br />Technical Representative
<br />Address/ Phone/Ema i I
<br />Quality Assurance Representative
<br />Address/Phone/Email
<br />Category
<br />Subcategory
<br />Compliance Method
<br />Florida Engineer or Architect Name who
<br />developed the Evaluation Report
<br />Florida License
<br />Quality Assurance Entity
<br />Quality Assurance Contract Expiration Date
<br />Validated By
<br />Certificate of Independence
<br />FL10124-R20
<br />Revision
<br />2017
<br />Approved
<br />V
<br />GAF
<br />1 Campus Drive
<br />Parisppany, NJ 07054
<br />(800) 766-3411
<br />mstieh@gaf.com
<br />Robert Nieminen
<br />lindareith@trinityerd.com
<br />William Broussard
<br />1 Campus Drive
<br />Parsippany, NJ 07054
<br />(800) 766-3411
<br />TechnicalQuestionsGAF c@gaf.com
<br />Roofing
<br />Asphalt Shingles
<br />Evaluation Report from a Florida Registered Architect or a Licensed
<br />Florida Professional Engineer
<br />r Evaluation Report - Hardcopy Received
<br />Robert Nieminen
<br />PE-59166
<br />UL LLC
<br />10/20/2018
<br />John W. Knezevich, PE
<br />Validation Checklist - Hardcopy Received
<br />FL10124 R20 COI 2017 01 CO) Nieminen.
<br />Referenced Standard and Year (of Standard) Standard
<br />Equivalence of Product Standards
<br />Certified By
<br />Sections from the Code
<br />Product Approval Method
<br />Date Submitted
<br />Date Validated
<br />Date Pending FBC Approval
<br />Date Approved
<br />ASTM D1970
<br />ASTM D3161
<br />ASTM D3462
<br />ASTM D7158
<br />TAS 107
<br />Method 1 Option D
<br />09/20/2017
<br />09/27/2017
<br />09/28/2017
<br />12/12/2017
<br />Year
<br />2015
<br />2016
<br />2010
<br />2011
<br />1995
<br />TRINITY ERD
<br />4.3 Accessory Starter Strips:
<br />4.3.1 Pro -Start® Eave/Rake Starter Strip Shingles and WeatherBlocker— Premium Eave/Rake Starter Strip Shingles
<br />are atarter strips for asphalt roof shingles.
<br />4.3.7 QuickStart" Peel & Stick Starter Roll is a is a mineral -surfaced, fiberglass -reinforced, self adhering SBS
<br />modified bitumen starter strip, nominal 9-inch x 33 ft roll, for use with asphalt shingles with exposure of 6-
<br />inch or less.
<br />4.3.3 StarterMatch" Sharter Strip Shingles are color -coordinated starter strips for use with Grand Canyon" and
<br />Grand Sequoia" series asphalt shingles. StarterMatch— are installed as the second starter for Grand
<br />Canyon® and Grand Sequoia° series installations.
<br />5. LIMITATIONS:
<br />5.1 This is a building code evaluation. Neither TrinitylERD nor Robert Nieminen, P.E. are, in any way, the
<br />Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was
<br />used for permitting or design guidance unless retained specifically for that purpose.
<br />S.2 I his Evaluation Report is not for use in the HVHZ.
<br />5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials
<br />Directory for fire ratings of this product.
<br />5.4 Wind Classification:
<br />5.4.1 The GAF asphalt shingles noted in Section 4.1 are Classified in accordance with FBC Tables 1507.2.7.1 and
<br />R905.2.6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable for
<br />use in all wind zones up to Va,d = 150 mph (V„l, = 194 mph). Refer to Section 6 for installation requirements
<br />to meet this wind rating.
<br />5.4.2 The GAF hip & ridge shingles noted in Section 4.2 are Classified in accordance with FBC Tables 1507.2.7.1
<br />and R905.2.6.1 to ASTM D3161, Class F, indicating the shingles are acceptable for use in all wind zones up to
<br />V„d = 150 mph (V„I, = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating.
<br />5.4.3 Classification by ASTM 07158 applies only to expusure category 8 or C, as detined in FBC 1609.4.3, arid a
<br />mean roof height of 60 feet or less. Calculations by a qualified design professional are required for
<br />conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle.
<br />5.5 All products in the roof assembly shall have quality assurance audit in accordance with the Florida Building
<br />Code and F.A.C. Rule 61G20-3.
<br />6. INSTALLATION:
<br />6.1 Underlayment:
<br />6.1.1 Underlayment shall be acceptable to GAF and shall hold current Florida Statewide Product Approval, or be
<br />Locally Approved per Rule 61G20-3, per FBC Sections 1507.2-3, 1507.2.4 or R905.2.3.
<br />6.2 Starter Shingles or Starter Strip:
<br />6.2.1 Installation of Pro -Start Fave/Rake Starter Strip Shingles, WeatherBlocker Premium lave/Rake Starter Strip
<br />Shingles and QuickStart Peel & Stick Starter Roll shall comply with the GAF current published instructions.
<br />6.3 Asphalt Shingles:
<br />6.3.1 Installation of asphalt shingles shall comply with the manufacturer's current published instructions, using
<br />minimum four (4) nails per shingle in accordance with FBC Sections 1507.2. or R905.2, with the following
<br />exceptions:
<br />P, Camelot, Camelot II, Grand Canyon, Grand Sequoia, Grand Sequoia IR, Grand Sequoia ArmorShield, and
<br />Woodland squire minimum five (5) nails per shingle.
<br />Slateline requires minimum six (6) nails per shingle.
<br />Exterior Research and Design, I.I.C. Evaluation Report 01506.01.08-R21
<br />Certificate of Authorization #9503 FL10124-R19
<br />Revision 21: 08/Z6/2016
<br />Page 4 of 6
<br />EXTERIOR RESEARCH & DESIGN, LLC.
<br />Certificate Of Authorization #95n3
<br />TRINITY ERD 353 CHRISi IAN STREET, UNIT #13
<br />OXFORD, CT 06478
<br />PHONE: (203) 262-9245
<br />F
<br />EVALUATION REPORT AX:(203)262 9243
<br />GAF Evaluation Report 01506.01.08-1121
<br />1 Campus Drive FL10124-R19
<br />Parsippany, N.I 07054 Date of Issuance: Ui/o3/2008
<br />SCOPE: Revision 21: 08/26/2016
<br />This Fvaluation Report is issued under Rule 61G20 3 and the applicable rules and regulations governing the use of
<br />construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen,
<br />P-E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The
<br />products described herein have been evaluated for compliance with the 5H' Edition (2014) Florida Building Code
<br />sections noted herein.
<br />DESCRIPTION: GAF Asphalt Roof Shingles
<br />LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
<br />herein.
<br />CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the
<br />referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change.
<br />Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the
<br />product changes or the referenced Quality Assurance documentation changes. TrinitylERD requires a complete
<br />review of this Evaluation Report relative to updated Code requirements with each Code Cycle.
<br />ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity IERD Evaluated" may be displayed in
<br />advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety.
<br />INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or
<br />its distributors and shall be available for inspection at the job site at the request of the Building Official.
<br />This Evaluation Report consists of pages 1 through 6.
<br />Prepared by:
<br />G�` '.yob
<br />- g-q—_ O.
<br />Robert J.M. Nieminen, P.E. �Fs -` �' T heracsimllsw.Isppeanngwa:autho .edbyNobw th..m."
<br />serve as an electmn,cally signed
<br />..;per P.E. on 08/26/Mli; This dies not
<br />Florida Registration No..59166, Florida UCA ANE19B3 docement. SIAn2d, waled hardcoples have been transmmed to the
<br />CERPIFICATIgN OF INDEPENDENCE: Pmduct Approvai Administrator and to the named client
<br />1. TrinitylERD does not have, nordoes it intend to acquire or will it acquire, a financial interest in any company manufacturing or
<br />distributing products it evaluates.
<br />2. Trinity I FRO is not owned, operated or controlled by any company manufacturing or distributing products it evaluates.
<br />3. Robert Nierninen, P.F. does not have nor will acquire, a financial interest in any company manufacturing or distributing produrts fur
<br />which the evaluation reports are being issued.
<br />4. Robert Nieminen, P.F does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the
<br />product.
<br />5. This is a building code evaluation. Neither TrinitylERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any
<br />project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained
<br />specifically for that purpose.
<br />TRINITY ERD
<br />G.3-2 Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507.2.6
<br />or R905.2.5. Staples are not permitted.
<br />6.3.3 Where the roof slope exceeds 21 units vertical in 12 units horizontal, special methods of fastening are
<br />required. Contact the shingle manufacturer for details.
<br />6.4 Hip & Ridge Shingles:
<br />6.4.1 Installation of Seal -A -Ridge Ridge Cap Shingles, Seal -A -Ridge IR Impact -Resistant Ridge Cap Shingles and Seal -
<br />A -Ridge ArmorShield Ridge Cap Shingles shall comply with the manufacturer's current published instructions
<br />with a minimum two (2) nails, minimum 3/8-inch head diameter, per shingle and nominal 0.25-inch diameter
<br />beads of Henkel "Loctite PL S30 Roof & Flashing Sealant".
<br />11.5' Sealant
<br />1- (292 nun) t' Sellanle
<br />(25 mm) (25 mm) Enduit d'etancheitE
<br />} 12'
<br />Neil (3us Tim)
<br />Clavo
<br />5 8" - 7 518" Clouer
<br />194 man)
<br />12"
<br />i305 mm)
<br />6.4.2 Installation of Timbertex Premium Ridge Cap Shingles shall comply with the manufacturer's current
<br />published instructions with a minimum two (2) nails, minimum 3/8-inch head diameter, per shingle and
<br />beads of Sonneborn NP1 Gun Grade Polyuretharte Sealant or Henkel PL Roofing and Flashing Sealant.
<br />�e::•;i
<br />1��1--!'• ::J i':li.', ..-lf„'':�et:�-C'�IL"s.
<br />r'
<br />e
<br />6.4.3 Fasteners shall be in accordance with the manufacturer's published requirements, but not less than FBC
<br />1507.2.6 or R905.2.5. Staples are not permitted.
<br />Exterior Research and Design, U.C. Evaluation Report 01506.01.08-R21
<br />Certificate of Authorization #9503 FL10124-R19
<br />Revision 21: 08/26/2016
<br />Page 5 of 6
<br />TRINITY ERD
<br />ROOFING SYSTEMS EVALUATION:
<br />1. SCOPE:
<br />Product Category:
<br />Roofing
<br />Sub -Category:
<br />Asphalt Shingles
<br />Compliance Statement:
<br />GAF Asphalt Roof Shingles, as produced by GAF, have demonstrated compliance with the
<br />following sections of the Florida Building Code and Florida
<br />Building Code,
<br />Residential Volume through testing in
<br />accordance with the following Standards. Compliance
<br />is subject to the Installation Requirements and Limitations /
<br />Conditions of Use set torth herein.
<br />2. STANDARDS:
<br />Section
<br />Property
<br />Standard
<br />Year
<br />1507.2.4, R905.2.3
<br />Physical Properties
<br />ASTM 01970
<br />2009
<br />150/.2.5, R905.2.4
<br />Physical Properties
<br />ASTM 03462
<br />2Dc]9
<br />1507.2.7.1, R905.2.6.1
<br />Wind Resistance
<br />ASTM D3161
<br />2009
<br />1507.2.7.1, R905.2.6.1
<br />Wind Resistance
<br />ASTM D7158
<br />2008
<br />1507-2.7-1, R905.2.6.1
<br />Wind Resistance
<br />TAS 107
<br />1995
<br />3. REFERENCES:
<br />gatnt
<br />Examination
<br />Reference
<br />Date
<br />GAF (PDM 1915)
<br />Letter of Equivalency
<br />Seal A -Ridge Impact Resistant IR 01/13/2012
<br />PHI (iST5978)
<br />Physical Properties
<br />GAF-025-02-01
<br />03/27/2002
<br />PRI(TST 5878)
<br />ASTM D3462
<br />GAF-059 02-01
<br />09/02/2004
<br />PRI(TST 5878)
<br />ASTM D3462
<br />GAF-080-02 01
<br />05/25/2005
<br />PRI(TST 5878)
<br />Physical Properties
<br />GAF-324-02-01
<br />12/01/2011
<br />PRI (TST 5878)
<br />Wind Driven Rain
<br />GAF-407-02-01.
<br />Dl/21/2013
<br />LIL(TST 1740)
<br />ASTM D3462
<br />93NK6295
<br />11/29/1993
<br />UL(TST 1740)
<br />ASTM 03462
<br />99NK43835
<br />01/1.2/2000
<br />UL (TST 1740)
<br />TAS 107
<br />94NK9632
<br />03/29/2000
<br />UL(ISi 1/40)
<br />ASTM D3462
<br />01NK06632
<br />02/02/2001
<br />UL (TST 1740)
<br />ASTM D3161, TAS 107
<br />01NK9226
<br />05/21/2001
<br />UL(TST 1740)
<br />ASTM D3161
<br />OINK37122
<br />12/18/2001
<br />UL (TST 1740)
<br />ASTM D3462
<br />01NK37122
<br />12/19/2001
<br />UL (TST 1740)
<br />ASTM D3161, TAS 107
<br />02NK12980
<br />04/10/2002
<br />UL (TST 1740)
<br />ASTM D3161,TAS 107
<br />02Nk30871
<br />09/09/2002
<br />UL(fST 1740)
<br />ASTM D3161
<br />03CA5367
<br />03/11/2003
<br />UL (TST 1740)
<br />ASTM D3462
<br />03NK26444
<br />10/17/2003
<br />UL (TST 1740)
<br />ASTM D3462
<br />04NK13850
<br />06/07/2004
<br />UL (TST 1740)
<br />ASTM D3161
<br />04NK13850
<br />06/23/2004
<br />Ul.(ISI 1740)
<br />ASTM D3161
<br />04NK30546
<br />03/10/2UO5
<br />UL (TST 1740)
<br />ASTM D3462
<br />04NK22009
<br />05/06/2005
<br />UL(TS11/40)
<br />ASTM D3161
<br />04NK22009
<br />05/09/2005
<br />UL(TST 1740)
<br />ASIM D3462
<br />OSNK27924
<br />02/10/2006
<br />UL (TST 1740)
<br />ASTM D3161
<br />OSNK27924
<br />02/11/2006
<br />UL (1ST 1740)
<br />ASTM D3161, D3462
<br />06CA18077
<br />06/05/2006
<br />UL (TST 1740)
<br />ASTM D3161,03462
<br />06CA18074
<br />06/16/2006
<br />UL (TST 1740)
<br />ASTM D3161, D3462
<br />06CA35251
<br />10/18/2006
<br />UL(TST 1740)
<br />ASTM D3462
<br />06CA31603
<br />12/01/2006
<br />UL(TSr1.740)
<br />ASTM D3161,D3462
<br />06CA41095
<br />12/27/2006
<br />UL (TST 1740)
<br />ASTM D31GI
<br />07NK05228
<br />03/13/2007
<br />UL (TST 1740)
<br />ASTM D3161
<br />06CA31611
<br />04/04/2007
<br />UL (TST 1740)
<br />ASTM D3161
<br />05CA61148
<br />04/09/2007
<br />Ul. (TST 1740)
<br />ASTM D3161, D3462
<br />07CA31742
<br />11/08/2007
<br />UL (TST 1740)
<br />ASTM D3161, D7158, D3462
<br />08CA06100
<br />03/13/2008
<br />UL (TST 1740)
<br />ASTM D31b], D3462
<br />07CA55908
<br />04/01/2008
<br />Exterior Research and Design, LLC.
<br />Evaluation Report 01506.01.08-R21
<br />Certificate of Authorization #9503
<br />FL10124-R19
<br />Revision 21: 09/26/2016
<br />Page 2 of 6
<br />TRINITY ERD
<br />7. LABELING,
<br />7.1 Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
<br />herein.
<br />7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC
<br />Table 1507.2.7.1 / R905.2.6.1.
<br />8. BUILDING PERMIT REQUIREMENTS:
<br />As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
<br />this product.
<br />9. MANUFACTURING PLANTS:
<br />Contact the named CIA entity for information on which plants produce products covered by Florida Rule 61G20-3 QA
<br />requirements.
<br />10. QUALITY ASSURANCE ENTITY:
<br />UL LLC —QUA9625; (847) 664-3281
<br />END Of EVALUATION REPORT -
<br />Exterior Research and Design, I.I.C. Evaluation Report 01506.01.08-R21
<br />Certificate of Authorization #9503 FL10124-R19
<br />Revision 21: 08/26/2016
<br />Page 6 of 6
<br />TRINITY ERD
<br />Entity
<br />Examination
<br />Reference
<br />Date
<br />UL(1ST 1740)
<br />ASTM D3161,D3462
<br />09CA10592
<br />03126/2009
<br />UL(1ST 1740)
<br />AS1M D3161, D3462
<br />09CA06856
<br />05/15/2009
<br />UL (TST 1740)
<br />ASTM 03161,D7158, D3462
<br />09NK06647
<br />08/01/2.009
<br />UL(IS1 1740)
<br />ASTM D3161,D7158, D3462
<br />09CA27281
<br />08/27/2009
<br />UL(TS1 1140)
<br />ASTM D3161, D7158, D3462
<br />IOCA35554
<br />03/05/201.0
<br />UL (TST 1740)
<br />ASTM D3161, D7158, D3462
<br />IOCA13686
<br />05/15/2010
<br />UL(1ST 1740)
<br />ASTM D.3462
<br />IOCA07264
<br />05/27/2010
<br />UL (TST 1/40)
<br />ASTM D3462
<br />10CA11953
<br />10/29/2010
<br />UL(IS11740)
<br />ASTM D3161, D7158, D3462
<br />10NK11951
<br />10%3U/2010
<br />UL (TST 1740)
<br />ASTM D3161, D71S8, D3462
<br />1ONK12070
<br />11/04/2010
<br />UL (TST 1/40)
<br />ASTM D3161,D71S8, D3462
<br />OBCA06100
<br />01/30/2010
<br />Ul (TST 1740)
<br />ASTM D3161, U/158, D3462
<br />IOCAS3934
<br />03/31/2011
<br />UL(TST 1740)
<br />ASTM D3161, D7158, D3462
<br />11CA48924
<br />10/22/2011
<br />UL (TST 1740)
<br />ASTM D3161, D7158, D3462
<br />11CA47919
<br />12/03/2011
<br />UL TST 1740)
<br />ASTM D3161,07158,D346Z
<br />11CA48408
<br />12/08/2011
<br />UL (TST 1740)
<br />ASTM D3161, D7158, D34b2
<br />11CA48725
<br />12/09/2011
<br />UL, LLC. (TST 9628)
<br />ASTM D3462
<br />12CA34891
<br />10/12/2012
<br />IJL, H.C. (TST 9628)
<br />ASTM D3161, D7158, D3462
<br />12CA58151
<br />02/15/2013
<br />UL, ILC.(TST9628)
<br />ASTM 031b1
<br />12CA38083
<br />02/26/2013
<br />UL. I I.C. (TST 9628)
<br />ASTM D3161
<br />13CA 12332
<br />06/18/2013
<br />0L, LLC. (TST 9628)
<br />A5rM D3161
<br />13CA37934
<br />08/02/2013
<br />UL, I LC. (TST 9628)
<br />ASTM D3161, 07158, D3462
<br />4786875675
<br />07/17/2015
<br />Ul, I.I.C. (TST 9628)
<br />ASTM D3161, D7158, D3462
<br />4787434542
<br />0 ,/17/2016
<br />UL, LLC (QUA 9625)
<br />Quality Control
<br />Inspection Report, R21, Mobile, AL
<br />12/28/2015
<br />UL, I I.C. (QUA 9625)
<br />Quality Control
<br />Inspection Report, R21, Myerstown, PA
<br />02/23/2016
<br />UL, I.I.C. (QUA 9625)
<br />Quality Control
<br />Inspection Report, R21, Tuscaloosa, AL
<br />02/26/2016
<br />Ul, LLC. (QUA 9625)
<br />Quality Control
<br />Inspection Report, R21, Michigan Cty, IN
<br />03/02/2016
<br />UL, U.C. (QUA 9625)
<br />Quality Control
<br />Inspection Report, R21, Shaffer, CA
<br />02/18/2016
<br />UL, LIC. (QUA 9625)
<br />Quality Control
<br />Inspection Report, R21, Savannah, GA
<br />02/24/20111
<br />UL, LLC. (QUA 9625)
<br />Quality Control
<br />Inspection Report, R21, Minneapolis, MN
<br />02/09/2016
<br />UL, I.I.C. (QUA 9625)
<br />Quality Control
<br />inspection Report, R21, Mt. Vernon, IN
<br />02/09/201 f,
<br />UL, I LC. (QUA 9625)
<br />Quality Control
<br />Inspection Report, RZ1, Baltimore, MD
<br />03/01/2016
<br />Ul., LLC. (QUA 9625)
<br />Quality Control
<br />Inspection Report, R21, Tampa, FL
<br />02/29/2016
<br />UL, L( C. (QUA 9625)
<br />Quality Control
<br />Inspection Rrpnrt, R21, Dallas, TX
<br />02/17/2016
<br />UL, U.C. (QUA 9625)
<br />Quality Control
<br />Inspection Report, R21, Ennis, 1 X
<br />02/03/201G
<br />UL, I.I.C. (QUA 9625)
<br />Quality Control
<br />Inspection Report, R21, Fontana, CA
<br />03/03/2016
<br />4. PRODUCT DESCRIPTION:
<br />4.1 Asphalt Shingles:
<br />4.1.1 Marquis' WeatherMaxe,
<br />Royal Sovereign® and
<br />Sentinel' are a fiberglass reinforced 3-tab asphalt roof
<br />shingles.
<br />4.1.2 Camelot", Camelot`s II, Fortitude", Glenwood*",
<br />Grand Canyon", Grand Sequoia", Grand Sequoia' 18,
<br />Grand Sequoia'
<br />ArmorShield", Monaco", Sienna",
<br />Timberline" American Harvest", Timberline*
<br />ArmorShield' H, Timberline'
<br />Natural Shadow", Timberline
<br />HD®, Timberline® Cool Series", Timberline Ultra
<br />HD" and Woodland" are fiberglass reinforced, laminated asphalt roof shingles.
<br />4.1.3 Slatelinc� is a fiberglass reinforced 5-tab asphalt roof shingle.
<br />4,2 Hip & Ridge Shingles:
<br />4.2.1 Seal-A-RIdge1 Ridge
<br />Cap Shingles, Seal -A -Ridge°
<br />IR Impact -Resistant Ridge Cap Shingles,
<br />Seal -A -Ridge"
<br />ArmorShield"Ridge Cap Shingles and Timbertex''
<br />Premium Ridge Cap Shinates are fiberglass reinforced, hip
<br />and ridge asphalt roof shingles.
<br />Exterior Research and Design, LLC.
<br />Certificate of Authorization #9503
<br />Evaluation Report 01506.01,08-R21
<br />FL10124-Rig
<br />Revision 21: 08/26/2016
<br />Page 3 of 6
<br />METAL DRIP EDGE AT RAKE
<br />APPLIED OVER LNDERLAYMENT
<br />15D ASPHALT FELT RWF SHEATHING MAIL nnERIIDR
<br />U NDERLA"WIT 8d NAILS 0tD4G3FWDO 6' O,G
<br />ROW SHEATHING NAIL 8 EDGES
<br />8d NAILS tRDVGSHANO 4' MC.
<br />METAL DRIP
<br />APPLIED
<br />OVER SHEATHING
<br />LISE ONLY EN 31" NAILS TO HMA
<br />LNDERLAYlENT DM PLACE IINITIL
<br />SHDIM-ES ARE LAID
<br />ROOF UNDERLAYMENT APPLICATION
<br />TYPICAL FOR GW/LANDMARK SHOM1- ES ETC.
<br />1. ROOF COVERINGS SHALL BE APPLIED IN ACCORDANCE WITH
<br />THE APPLICABLE PROVISIONS OF SECTION 1507. FBC, 2010
<br />2. FOR ROOF SLOPES 242 UP M 4-12 UNDERLAYMENT SHALL BE
<br />A MINIMUM OF 2 LAYERS APPLIED AS FOLLOWS- (SEE ABDVE)
<br />FBC 1507.3.8.1
<br />3. FOR ROOF SLOPES 4,12 OR GREATER UNDERLAYMENT SHALL BE A
<br />MINIMUM OF ONE LAYER OF UNDERLAYNENT FELT APPLIED AS FOLLOWS -
<br />STARTING AT THE EAVE UNDERLAYMENT SHALL BE APPLIED SHINGLE
<br />FASHION PARALLEL TO THE EAVE, LAPPED 2' AND FASTENED
<br />SUFFICIENTLY TO STAY IN PLACE UNTIL SHINGLES ARE LAID,
<br />FBC 1507.3.8.2
<br />4. DRIP EDGEf DRIP EDGE SHALL BE PROVIDED AT EAVES AND GABLES
<br />OF SHINGLE ROOFS AND OVERLAPPED A MINIMUM OF 2 INCHES
<br />EAVE DRIP EDGES SHALL EXTEND 1/4' BELOW SHEATHING AND EXTEND
<br />BACK ON THE ROOF A MINIMUM OF 2 INCHES, DRIP EDGE SHALL BE
<br />MECHANICALLY FASTENED A MAXIMUM OF 12' ON CENTER.
<br />FBC 1507.3.8.3
<br />9' STARTER STRIP OR
<br />COURSE OF INVERTED
<br />SHDCLES
<br />150 ASAY E)ff LT
<br />LIGERL
<br />STEEL PLYCL
<br />8d IRS NA
<br />PLYWOOD NAIL PATTERN (ROOF)
<br />15/32' CDX SHEATHING SHALL BE NAILED W/ 8d IRS NAILS 2 6' O.C.
<br />E EDGES AND 8' O.C. MAX. IN THE FIELD, USE 1/2' STEEL PLYCLIPS.
<br />METAL DRIP EDGE
<br />AT RAKE APPLIED
<br />OVER UNDERLAYMENT
<br />START THIRD COURSE WITH
<br />FULL STRIP MDAZ FIRST
<br />_ TAD
<br />— START SECOND COLIRSE
<br />WITH FULL STRIP MIIDIS
<br />LE TAB
<br />START FIRST COURSE VITH
<br />FULL STRIP
<br />ROOFING APPLICATION
<br />1. ROOF COVERINGS SHALL BE APPLIED 1N ACCORDANCE WITH THE
<br />APPLICABLE PROVISIONS OF SECTION 1507 FBC AND THE
<br />MANUFACTURERS INSTALLATION INSTRUCTIONS.
<br />2, ASPHALT SHINGLES SHALL BE USED ONLY ON ROOF SLOPES [IF
<br />2.12 OR GREATER. FOR ROOF SLOPES FROM 2,12 UP TO 4-12
<br />DOUBLE UNDERLAYMENT APPLICATION IS REQUIRED.
<br />3. UNLESS OTHERWISE NOTED, REQUIRED UNDERLAYMENT SHALL
<br />CONFORM WITH ASTM D 226, TYPE 1, OR ASTM 4869, TYPE 1
<br />FBC 1507.3.3
<br />4. SELF ADHERING BITUMEN SHEET SHALL COMPLY WITH ASTM D225
<br />OR ASTM D3462,
<br />FBC 1507.3.4
<br />5. ASPHALT SHINGLES SHALL HAVE SELF SEAL STRIPS OR BE INTERLOCKING,
<br />AND COMPLY WITH ASTM D225 OR ASTM 113462,
<br />FBC 1507.3.5
<br />6. FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED, STAINLESS
<br />STEEL, ALUMINUM, OR COPPER ROOFING NAILS MINIMUM 12 GA (0,105 INCH
<br />SHANK WITH A MINIMUM 3/8' DIAMETER HEAD, OF A LENGTH TO PENETRATE
<br />THROUGH THE ROOFING MATERIALS AND A MINIMUM OF 3/4' (19MM) INTO THE (\
<br />ROOF SHEATHING. WHERE THE ROOF SHEATHING IS LESS THAN 3/4' THICK
<br />THE NAILS SHALL PENETRATE THROUGH THE SHEATHING. y
<br />FBC 1507.3.6
<br />7. ASPHALT SHINGLES SHALL BE SECURED TO THE ROOF WITH NOT LESS FOUR i
<br />FASTENERS PER STRIP OR TWO FASTENERS PER INDIVIDUAL SHINGLE, UNLESS
<br />OTHERWISE NOTED ATTACHMENT OF ASPHALT SHINGLES SHALL CONFORM WITH
<br />ASTM I13161 (MODIFIED TO HO MPH) OR M-DC PA 107-95.
<br />FBC 1507.3.7
<br />'I Pit; �:.__ 1.. ._`�t -;L '-rrw'�:', , '` .- ' ° • I !'iv+R.1 OWE.
<br />
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