|
4
<br />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/Email
<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 />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@gaf.com
<br />Roof i ng
<br />Asphalt Shingles
<br />Evaluation Report from a Florida Registered Architect or a Licensed
<br />Florida Professional Engineer
<br />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 COI Nieminen.pdf
<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 starter strips for asphalt roof shingles.
<br />4.3.2 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 />S. LtMITATIONS-
<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 />5.2 This 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 />SA 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 Vasd = 150 mph (V it = 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 />Vasd = 150 mph (V,,,t = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating.
<br />5.4.3 Classification by ASTM D7158 applies only to exposure category B or C, as defined in FBC 1609.4.3, and 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 />5.1 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 Eave/Rake Starter Strip Shingles, WeatherBlocker Premium Eave/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 shalt 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 />r Camelot, Camelot II, Grand Canyon, Grand Sequoia, Grand Sequoia IR, Grand Sequoia ArmorShield, and
<br />Woodland require minimum five (5) nails per shingle.
<br />Y Slateline requires minimum six (6) nails per shingle.
<br />Exterior Research and Design, I.I.C.
<br />Certificate of Authorization #9503
<br />Evaluation Report 01506.01.08-R21
<br />FL10124-8i9
<br />Revision 21: 08/2612016
<br />Page 4 of 6
<br />TRINITY ERD
<br />EVALUATION REPORT
<br />EXTERIOR RESEARCH & DESIGN, LLC.
<br />Certificate of Authorization #9503
<br />353 CHRISTIAN STREET, UNIT 413
<br />OXFORD, CT 06478
<br />PHONE: (203) 262-9245
<br />FAX: (203) 262-9243
<br />GAF Evaluation Report 01506,01.08-R21
<br />1 Campus Drive FL10124-R19
<br />Parsippany, NJ 070S4
<br />)late of Issuance: 0I/03/200$
<br />SCOPE: Revision 21: 08/26/2016
<br />This Evaluation 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 Lender the Florida Building Code and Florida Building Code, Residential Volume. The
<br />products described herein have been evaluated for compliance with the Sth 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] ERD 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 />Robert J.M. Nieminen, P.E. y,,�S "-•• "`p?•s•` Themflesea) appearing was authorizedbyRobentheminen,
<br />=' _� <<� P.E. on 08/26/2016. This does not serve as an electronically signed Florida Registration No. 59166, Florida DCA ANE1983
<br />document. Signed, sea,ed hardcoples have been transmit ed to the
<br />CERTIFICATION OF INDEPENDENCE: Product Approval Administrator and to the named Gent
<br />1. TrinitylERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or
<br />distributing products it evaluates.
<br />2. Trinityl ERD is not owned, operated or controlled by any company manufacturing ordistributing products it evaluates.
<br />3- Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for
<br />which the evaluation reports are being issued,
<br />4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the
<br />product.
<br />S. 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 />6.3.2 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 Sea( -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 530 Roof & Flashing Sealant".
<br />11.5' Sealant
<br />1' (292 mm) 1" Sellanie
<br />(2o mm) (25 mm) Enduft d'etanch&6
<br />i fl
<br />( NI ! (305 mm)
<br />Ciavo
<br />6518'-75,8' (3louer
<br />(168 - 194 mm) -
<br />12"
<br />f305 Mal)
<br />6A.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 NPI Gun Grade Polyurethane Sealant or Henkel PL Roofing and Flashing Sealant.
<br />J*
<br />!2 211
<br />:YipY.
<br />;F
<br />6A.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, LLC. Evaluation Report 01506.01.08-R21
<br />Certificate of Authorizatian 0503 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,
<br />have demonstrated compliance with the
<br />following sections of the Florida Binding 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 forth herein.
<br />2. STANDARDS:
<br />Section
<br />Property
<br />Standard
<br />Year
<br />1507.2.4, R905.23
<br />Physical Properties
<br />ASTM D1970
<br />2009
<br />1507.2.5, R905.2.4
<br />Physical Properties
<br />ASTM D3462
<br />2009
<br />1507.2.7.1, R905.2-6.1
<br />Wind Resistance
<br />ASTM D3161
<br />2009
<br />1507.2.7A, 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 />gn!!bt
<br />Examination
<br />Reference
<br />Crate
<br />GAF (PDM 1915)
<br />Letter of Equivalency
<br />Seal -A -Ridge Impact Resistant IR 01/13/2012
<br />PRI (TST 5878)
<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 />OS/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 />01/21/2013
<br />UL(TST 1740)
<br />ASTM D3462
<br />93NK629S
<br />11/29/1993
<br />UL (TST 17401
<br />ASTM D3462
<br />99NK43835
<br />01/12/2000
<br />UL (TST 1740)
<br />TAS 107
<br />94NK9632
<br />03/29/2000
<br />UL(TST 1740)
<br />ASTM D3462
<br />OINK06632
<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 />OINK37122
<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 />02 NK30871
<br />09/09/2002
<br />UL (TST 1740)
<br />ASTM D3161
<br />03CAS367
<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(TST 1740)
<br />ASTM D3161
<br />04NK30546
<br />03/10/2005
<br />UL(TST 1740)
<br />ASTM D3462
<br />04NK22009
<br />05/06/2005
<br />UL (TST 1740)
<br />ASTM D3161
<br />04NK22009
<br />05/09/2005
<br />UL (TST 1740)
<br />ASTM D3462
<br />05NK27924
<br />02/10/2006
<br />UL (TST 1740)
<br />ASTM D3161
<br />OSNK27924
<br />02/11/20015
<br />UL (TST 1740)
<br />ASTM D3161, D3462
<br />OGCA18077
<br />06/05/2006
<br />UL (TST 1740)
<br />ASTM D3161, D3462
<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 (TST 1740)
<br />ASTM D3161, D3462
<br />06CA41095
<br />12/27/2006
<br />UL (TST 1740)
<br />ASTM D3161
<br />07NKG5228
<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 />06CA61148
<br />04/09/2007
<br />UL (TST 1740)
<br />ASTM D3161, 03462
<br />07CA31742
<br />11/08/2007
<br />UL (TST 1740)
<br />ASTM D3151, D7158, D3462
<br />OBCA06100
<br />03/13/2008
<br />UL (TST 1740)
<br />ASTM D3161, 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: 08/26/2016
<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 QA entity for information on which plants produce products covered by Florida Rule 61G20-3 CIA
<br />requirements.
<br />10. QUALITY ASSURANCE ENTITY:
<br />UL LLC —QUA9625; (847) 664-3281
<br />Exterior Research and Design, LLC.
<br />Certificate of Authorization #9503
<br />- END OF EVALUATION REPORT -
<br />Evaluation Report 01506.01.08-1121
<br />F1.10124-1119
<br />Revision 21: 08/26/2016
<br />Page 6 of 6
<br />TRINITY ERD
<br />Entity
<br />Examination
<br />Reference
<br />Date
<br />UL (TST 1740)
<br />ASTM D3161, D3462
<br />09CA10592
<br />03/26/2009
<br />UL(TST 1740)
<br />ASTM D3161,D3462
<br />09CA06856
<br />05/15/2009
<br />UL (TST 1740)
<br />ASTM D3161, D7158, D3462
<br />09NK06647
<br />08/01/2009
<br />UL (TST 1740)
<br />ASTM D3161, D7158, D3462
<br />09CA27281
<br />08/27/2009
<br />UL (TST 1740)
<br />ASTM D3161, D7158, D3462
<br />1OCA35554
<br />03/05/2010
<br />U L (TST 1740)
<br />ASTM D3161, D7158, D3462
<br />IOCA13686
<br />05/15/2010
<br />UL (TST 17401
<br />ASTM D3462
<br />10CA07264
<br />05/27/2010
<br />UL (TST 1740)
<br />ASTM D3462
<br />IOCA12953
<br />10/79/2010
<br />UL (TST 1740)
<br />ASTM D3161,D7158, D3462
<br />IONK11951
<br />10/30/2010
<br />UL (TST 1740)
<br />ASTM 03161,D7158, D3462
<br />1UNK12070
<br />11/04/2010
<br />UL (TST 1740)
<br />ASTM D3161,D7158, D3462
<br />08CA06100
<br />01/30/2010
<br />UL (TST 1740)
<br />ASTM D3161, D7158, D3462
<br />IOCA53934
<br />03/31/2011
<br />UL (TST 1740)
<br />ASTM D3161, WIS8, 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, D7158, D346Z
<br />IICA48408
<br />12/08/2011
<br />UL (TST 1740)
<br />ASTM D3161, D7158, D3462
<br />11CA48725
<br />12/09/2011
<br />UL, LLC. (TST9628)
<br />ASTM D3462
<br />12CA34891
<br />10/12/2012
<br />UL, U.C. (TST 9628)
<br />ASTM D3161, D7158, 03462
<br />12CA58151
<br />02/15/2013
<br />UL, LLC. (TST 9628)
<br />ASTM D3161
<br />12CA38083
<br />02/26/2013
<br />UL, U.C. (TST 9628)
<br />ASTM D3161
<br />13CA32332
<br />06/18/2013
<br />UL, LLC (TST 9628)
<br />ASTM D3161
<br />13CA37934
<br />08/02/2013
<br />UL, LLC. (TST 9628)
<br />ASTM D3161, D7158, D3462
<br />4786875675
<br />07/17/2015
<br />UL, LLC. (TST 9628)
<br />ASTM D3161, D7158, D3462
<br />4787434542
<br />05/17/2016
<br />UL, LLC. (QUA 9625)
<br />Quality Control
<br />inspection Report, R21, Mobile, AL
<br />12/28/201S
<br />UL, LLC. (QUA 9625)
<br />Quality Control
<br />Inspection Report, R21, Myerstown, PA
<br />D2/23/2016
<br />UL, LLC. (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 Cry, IN
<br />03/02/2016
<br />UL, LLC (QUA9625)
<br />Quality Control
<br />Inspection Report, R21, Shafter, CA
<br />02/18/2016
<br />UL, LLC. (QUA 9625)
<br />Quality Control
<br />Inspection Report, R21, Savannah, GA
<br />02/24/2016
<br />UL, LLC, (QUA 9625)
<br />Quality Control
<br />Inspection Report, R21, Minneapolis, MN
<br />02/09/2016
<br />UL, LLC. (QUA 9625)
<br />Quality control
<br />Inspection Report, R21, Mt. Vernon, IN
<br />02/09/2016
<br />UL, LLC. (QUA 9625)
<br />Quality Control
<br />Inspection Report, R21, Baltimore, MD
<br />D3/01/2016
<br />UL, LLC (QUA 9625)
<br />Quality Control
<br />Inspection Report, R21, Tampa, FL
<br />02/29/2016
<br />UL, LLC. (QUA 9625)
<br />Quality Control
<br />Inspection Report, R21, Dallas, TX
<br />02/17/2016
<br />UL, LLC. (QUA962S)
<br />Quality Control
<br />Inspection Report, R21, Ennis, TX
<br />02/03/2016
<br />UL, LLC (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 />4A.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"
<br />II, Fortitude", Glenwood'",
<br />Grand Canyon®, Grand Sequoia", Grand Sequoia° IR,
<br />Grand Sequoia"
<br />ArmorShield'", Monaco', Sienna",
<br />Timberline® American Harvest', Timberline®
<br />ArmorShield'" 11, Timberline® Natural Shadow®, Timberline
<br />HD®, Timberline' Cool Series®, Timberline Ultra
<br />HD® and Woodland® are fiberglass reinforced, laminated asphalt roof shingles.
<br />4.13 Slateline° is a fiberglass
<br />reinforced 5-tab asphalt roof shingle.
<br />4.2 Hip & Ridge shingles:
<br />4.2.1 Seal -A -Ridge® Ridge Cap Shingles, Seal -A -Ridge°
<br />IR Impact -Resistant Ridge Cap Shingles,
<br />Seal -A -Ridge®
<br />ArmorShield»" Ridge Cap Shingles and Timbertexa
<br />Premium Ridge Cap Shingles are fiberglass reinforced, hip
<br />and ridge asphalt
<br />roof shingles.
<br />Exterior Research and Design, LLC.
<br />Certifuate of Authorization #9503
<br />Evaluation Report 01506.01.08-R21
<br />FL10124-R19
<br />Revision 21: 08/26/2016
<br />Page 3 of 6
<br />METAL DRIP EDGE AT RAKE
<br />APPLIED OVER UNDERLAYMENT
<br />IN ASPHALT FELT RDILF SHEATHING NAIL DVTIMM
<br />UNDERLAYMENT _ _ 6d NAD-S SHANK) 6' O,C.
<br />RW *F T!`M NAIL 2 EDGES
<br />6d NAILS CRINGSFYWO 4' O,C.
<br />METAL DRIP
<br />APPLIED
<br />OVER SHEATHING
<br />USE ONLY ENOUGH NAILS TO HOLD
<br />UNDERLAYMENT IN PLACE UNTIL
<br />SHINGLES ARE LAID
<br />ROOF UNDERLAYMENT APPLICATI❑N
<br />TYPICAL FOR GAF/LANDMARK SIMIGLES ETC.
<br />1. ROOF COVERINGS SHALL BE APPLIED IN ACCORDANCE WITH
<br />THE APPLICABLE PROVISIONS OF SECTION 1507. FBC, 2010
<br />2. FOR R®F SLOPES 2!12 UP TO 4!12 UNDERLAYMENT SHALL BE
<br />A MINIMUM OF 2 LAYERS APPLIED AS FOLLOWS, (SEE ABOVE)
<br />FBC 1507.3.8.1
<br />3. FOR ROOF SLOPES 442 OR GREATER UNDERLAYMENT SHALL BE A
<br />MINIMUM OF ONE LAYER OF UNDERLAYMENT 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 EDGE, ➢RIP EDGE SHALL BE PROVIDE➢ 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 />SHDJGLES
<br />150 ASPHALT FELT
<br />UNDERLAYMENT
<br />�a..35
<br />STEEL PLYCL
<br />8d IRS NA
<br />PLYWOOD NAIL PATTERN (ROOF)
<br />15/32' CDX SHEATHING SHALL BE NAILED W/ 8d IRS NAILS @ 6' ❑,C,
<br />@ EDGES AND 8' ❑,C, MAX, IN THE FIELD, USE 1/2' STEEL PLYCLIPS,
<br />METAL DRIP EDGE
<br />AT RAKE APPLIED
<br />OVER UNDERLAYMENT
<br />START TMORD COARSE WITH
<br />FILL STRIP HINDS FIRST
<br />TAB
<br />— START SECOND COURSE
<br />WITH FULL STRIP MINUS
<br />1/2 TAB
<br />START FIRST COURSE WITH
<br />FULL STRIP
<br />R❑❑FING APPLICATI❑N
<br />1. ROOF COVERINGS SHALL BE APPLIED IN 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 OF
<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 I
<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 13462,
<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' (19101101) INTO THE
<br />ROOF SHEATHING. WHERE THE ROOF SHEATHING IS LESS THAN 3/4' THICK
<br />THE NAILS SHALL PENETRATE THROUGH THE SHEATHING.
<br />FBC 1507.3.6
<br />7. ASPHALT SHINGLES SHALL BE SECURED TO THE ROOF WITH NOT LESS FOUR
<br />FASTENERS PER STRIP OR TWO FASTENERS PER INDIVIDUAL SHINGLE. UNLESS
<br />OTHERWISE NOTED ATTACHMENT OF ASPHALT SHINGLES SHALL CONFORM WITH
<br />ASTM D3161 (MODIFIED TO 110 MPH) OR M-DC PA 107-95.
<br />FBC 15073,7
<br />
|