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FL TM
<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 />FL10124-R1
<br />Revision
<br />2007
<br />Approved
<br />r
<br />GAF Materials Corporation
<br />1361 Alps Road
<br />Wayne, NJ 07470
<br />(973)872-4421
<br />bmcsorley@gaf.com
<br />Beth McSorley
<br />bmcsorley@gaf.com
<br />Beth McSarley
<br />1361 Alps Road - Bldg 11-1
<br />Wayne, NJ 07470
<br />(973) 872-4421
<br />BMcSorley@gaf.com
<br />Category Roofing
<br />Subcategory Asphalt Shingles
<br />Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
<br />Professional Engineer
<br />Evaluation Report - Hardcopy Received
<br />Florida Engineer or Architect Name who developed Robert Nieminen
<br />the Evaluation Report
<br />Florida License PE-59166
<br />Quality Assurance Entity Underwriters Laboratories Inc.
<br />Quality Assurance Contract Expiration Date 12/01/2011
<br />Validated By John W. Knezevich, PE
<br />r
<br />Validation Checklist - Hardcopy Received
<br />Certificate of Independence FL101--! R1 :'!_}I Tiruh: ERD :'eititicaiton of hideyendence Rdf
<br />Referenced Standard and Year (of Standard) Standard
<br />Year
<br />ASTM D3161 (Class F)
<br />2003
<br />ASTM D3462
<br />2004
<br />ASTM D6381 (Class H)
<br />2003
<br />ASTM D7158 (Class H)
<br />2005
<br />UL2390 (Class H)
<br />2004
<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 />Method 1 Option D
<br />10/16/2008
<br />12/16/2008
<br />12/10/2008
<br />12/18/2008
<br />EXTERIOR RESEARCH & DESIGN, LLC.
<br />' r r_ertr to of Auftiri:atnah t9503
<br />t ��� I 1 353 CHRIS'�IA�N STREET, UNIT #13
<br />ERD OXFORD, CT 06478
<br />PHONE: (203) 262-9245
<br />FAX- (203) 262-9243
<br />EVALUATION REPORT
<br />GAF Materials Corporation Evaluation Report 015016.01.08-R2
<br />1361 Alps Road, Building 7-3 FL10124-R1
<br />Wayne, N] 07470 pate of Issuance: 01/03/2008
<br />Revision 2 12/11/2008
<br />SCOPE:
<br />This Evaluation Report is issued under Rule 913-72 and the applicable rules and regulations
<br />governing the use of construction materials in the State of Florida. The documentation submitted
<br />has been reviewed by Robert Nieminen, P,E. for use of the product under the Florida Building Code
<br />and Florida Building Code, Residential Volume, The produds described herein have been designed
<br />to comply with the 2007 FBC and 2007 FBC Residential Volume,
<br />DESCRIPTION: GAF -ELK Asphalt Roof Shingles
<br />LABELING: Each unit shall bear labeling in accordance with the requirements the Accredited Quality
<br />Assurance Agency noted herein.
<br />CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s)
<br />changes, the referenced Quality Assurance documentation changes, or provisions of the Code that
<br />relate to the product change. Acceptance of this Evaluation Report by the named client constitutes
<br />agreement to notify Robert Nieminen, RE. if the product changes or the referenced Quality
<br />Assurance documentation changes. TrinitylERD requires a complete review of this Evaluation
<br />Report relative to updated Code requirnements with each Code Cycle.
<br />ADVERTISEMENT: The Evaluation Report number preceded by the wombs "'Trinity I ERD Evaluated" may
<br />be displayed in advertising literature, If any portion of the Evaluation Report is displayed, then it
<br />shall be done in its entirety.
<br />INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user- by
<br />the manufacturer or its distributors arrd shall be available for inspection at the job site at the
<br />request of the Building Official.
<br />This Evaluation Report consists of pages t through 4.
<br />Prepared by: 01111F+a,$�,h
<br />•psi rsi sett ; ;
<br />b - 114 ►e.ar*ire no, ar nrft rrrhzitad
<br />:r � ...-! � • - 6, p�6rt M.am,wn. P.E. a-, :2/ls;2ci�
<br />this dais rrr rrrvr tt, #r ae:irnmfY s"ed
<br />Robert I.M. Nieniineni R.E. fifi�� ,�,. • sr,�.a, ►..r.a Ha rr hm Ea.
<br /><'; * r ll`lydrht'rt� rc Ihri rtio��ct A JtK#-rarknter and
<br />r?t)t,ea R! :crab:" rF i'+"L'. 5_916f, r�;tr'iVa XA AME19 3 �°"" , ` rc stir -r.sri k; iwil
<br />CutTiricAncm or Iwmcrrocna.
<br />1. lrlr,ty 1€!) Gars not havr, rx.r does Ir trrterid h) acquire c,f vt! K acquire, a rirmmw Infe st Ir arw company nanur.adurinq •:ir
<br />Ov'r,butirig pfcdrlcts It rvauater
<br />1. 1rivitviLRI) rs it mTvA, opere€ed or -Wrolled"any crnpanv rnanutacturdrq cf distributlrg pro"cts N evaluator.
<br />J. hr.,�er; Nwir, Mr, P,I.. doe., rylt Lave ticr rvtt nogg, a i1paroarl, Ir•Rrmt n any corriomy trMrUfactVTq or dlstrltiitli q products to, rvhO
<br />t'tr, a artrairun rWrts ue h *- ed.
<br />1. Pf:ihe- NWritrrq, PA, direr rrr tare, rrx will aiquiie, a Ilrorcial :*Lresl In arf ether ent*ty IrwArd +7 tte app$ixval proc-ess of try
<br />Jrf'CJr`
<br />ROOFING SYSTEKS EVALUATION:
<br />1. SCOPE:
<br />Product Category: Roofing
<br />Sub -Category: Asphalt Shingles
<br />Compliance Sitaternent: GAF -ELK Asphalt Roof Shingles, as produced by
<br />GAF Materials Corporation,
<br />have demonstrated compliance with the following sections of the Florida
<br />Building Code and Florida
<br />Building Code, Residential Volume through testing
<br />in accordance with
<br />the following Standards.
<br />Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth
<br />hei-i n.
<br />2. STANDARDS:
<br />Section Prow
<br />Standard
<br />Year
<br />1507,2.5 Physical properties
<br />ASTM D3462
<br />2004
<br />1507.2.5. 1507.2.10 W`nd Resistance
<br />ASTM D3161. Class F
<br />2003
<br />15014.1.2, 16D9.5 2 Mecha^ical Uplift Resistance
<br />ASTM D6381, Class H
<br />2O03
<br />1507.2.10 *nd Resistance
<br />ASTM D7158, Class H
<br />2O05
<br />150411.21 1609.5.2 Wind Resistarce
<br />U11_2390, Class H
<br />2004
<br />R905.2,4 Physical Properties
<br />ASTid D3462
<br />2004
<br />11905.2.4A, R905,2,6.1 Find Resistance
<br />ASTM D3161, Cass F
<br />2003
<br />R905.2.6.1 'Ai nd Resistance
<br />ASTM D7158, Class H
<br />2O05
<br />3. REFERENCES:
<br />Entity
<br />Examination
<br />Reference
<br />hate
<br />Underwriters Laboratories
<br />ASTM D3462
<br />93NK6295
<br />11•-'29/ 1993
<br />Underwriters Laboratores
<br />ASTM D3462
<br />99NK43835
<br />01.112r'2000
<br />Underwriters Laboratories
<br />ASTM 03462
<br />DINK06632
<br />02/02/2C01
<br />Un>d'erwrkers Laboratories
<br />ASTM D3161
<br />01NK9226
<br />O5/21/2001
<br />Underwriters Laboratories
<br />AS7V D316i
<br />01NK37122
<br />12P'18/2001
<br />Underwriters Laboratoriees
<br />ASTM D3462
<br />OINK37122
<br />1211912001
<br />Underwriters Laboratories
<br />ASry D3161
<br />02N. K1298O
<br />O4'101,'2002
<br />Underwriters Laboratories
<br />AS-M D3161
<br />02NK30871
<br />09. 09r';2002
<br />Underwriters Laboratories
<br />A5'M D3161
<br />03CA5367
<br />03•+111'2003
<br />Underwriters Laboratories
<br />ASTM D3462
<br />03.NK26444
<br />10:117/2003
<br />Underwriters Laboratories
<br />ASTM D3462
<br />04NK13850
<br />%107/2004
<br />Underwriters Laboratories
<br />ASTM D3161
<br />04]YK13850
<br />06123/2004
<br />PRI Asphalt Technologies
<br />AS7V D3462
<br />GAF-059-02-01
<br />09/02/2004
<br />Underwriters Laboratories
<br />AS"M D3161
<br />04NK30546
<br />03110/2005
<br />Underwriters Laboratories
<br />ASTM D3462
<br />MK22009
<br />05•`06.2005
<br />Underwriters Laboratories
<br />ASTM D3161
<br />104NK22009
<br />05/09"2005
<br />PRI Asphalt Technologies
<br />AS'TV D3462
<br />GAFF-08,3-02-01
<br />05i.f25/2005
<br />Underwriters Laboratories
<br />ASTM D3462
<br />05NK27924
<br />02110/2006
<br />Underwri-ers Laboratories
<br />AS7V, D3161
<br />OSNK27924
<br />OZ.'11,r2006
<br />Underwriters Laboratores
<br />ASTM 133161, ASTM D3462
<br />06CA18077
<br />06/05i2006
<br />Underwriters Laboratories
<br />ASTM D3161, AS'M D3462
<br />06CA18074
<br />0611W2006
<br />Underwriters Laboratories
<br />ASTM D3161, ASTM D3462
<br />06CA35251
<br />10/18/2006
<br />Underwriters Laboratories
<br />AS7V D3462
<br />06CA31603
<br />12/01i2006
<br />Underwriters Laboratories
<br />AS'rM D3161, ASTM D3462
<br />06C.A41095
<br />IV2' 2006
<br />Underwriters Laboratories
<br />AS'V D3161
<br />071dK05228
<br />03/11/2007
<br />Exterior Research and Design, LLC.
<br />Evaluation Report 015+06.01.08-R2
<br />CertiYDrate ofAvthorhatlos 09503
<br />F110124-R1
<br />Underwriters Laboratories ASTM' D3161
<br />Underwriters Laboratories ASTM D3161
<br />Underwriters Laboratores ASTM D3161. ASTM D3462
<br />Underwriters Laboratores ASTM D3161. ASTM D3462
<br />Underwriters Labor•atares Quality Control
<br />ASTV D6381, D7158, UL2390
<br />Underwriters Laboratories Quality Contral
<br />Revision 2: 12/11/20M
<br />Page 2 of 4
<br />06CA 31611 04,'•04,'2047
<br />06CA61148 G4,09i2007
<br />07CA31742 11108/2007
<br />OOCA06100 OV1312008
<br />R21 Cu•rert
<br />R3915 Curert
<br />4. PRODUCT DESCRIPTION.-
<br />4.1 Royal Sovereign is a fiberglass reinforced, 3-tab asphalt roof shingles.
<br />4.2 Camelot, Capstone, Country Mansion, Grand Canyon, Grand Sequoia, Grand Slate, Grand
<br />Timberline, Timberline Armorshield 13, Timberline NaturalShadow, Timberline Presbclus Grander
<br />Timberline Prestique 30 1 Timberline 30, Timberline Prestique 40 / Timberline 40 and Timberline
<br />Prestique Lifetime / Timberline Ultra are fiberglass reinforced, laminated asphalt roof shingles.
<br />4.2 Slateline is a fiberglass reinforced. 5-tab asphalt roof shingle.
<br />4.3 Seal -A -Ridge, Seal -A -Ridge Arn-rorshield, Ridglass Hip 8 Ridge, Tirnbertex and Universal Ridge
<br />Cap are fiberglass reinforced, hip and ridge asphalt roof shingles.
<br />4.4 ProStart Starter is a starter strip for asphalt roof shingles,
<br />5. LIMITATIONS:
<br />5.1 This Evaluation Report is not for use in the HiVHHZ
<br />5.2 Fire Classification is not pant of this Evaluation Report.. refer to current Approved Roofing
<br />:Materials Directory for fire ratings of this product.
<br />5.3 Wind Classification:
<br />5.3,1 I GAF shingles noted herein are Classified in accordance with FB Table T AI s r gC b e 1504,1 2 to ASTM
<br />D6381, class H and FBC Tables 1507.2.10 and R905.2,6.1 to ASTM D:3161. Class F or ASTM
<br />D7158, Class 14, indicatirg the shingles are acceptable for us in all wind zones up to 150 mph.
<br />Refer- to Section 6 for installation requirements to meet this wind rating.
<br />5.3.2 Classification by this method applies to buildings less than 60 feet high and -with Wind Exposure
<br />B and C only in an Occupancy Category of I or II.
<br />5.3.3 For buildings falling outs=cle the constraints in 5.3.1 or 5.3.2. calculations by a qualified design
<br />professional in accordance with UL2390 / ASTM 07158 .r ASCE 7 may be conducted for the
<br />specific project with data for the specific shingle. Reference: FBC 1609.5.2. Contact the shingle
<br />manufacturer for data specific to each shingle.
<br />5.3.4 All GAF hip & ridge shingles noted herein have been evaluated in accordance with ASTM D.3161,
<br />Class F• Refer to Section 6 for installation requirements to meet this vrind rating.
<br />5.5 All products in the roof assembly shall have quality assurance audit in accordance with the
<br />Florida Building Code and F.A.C.Rule 98-72,
<br />6. IN:S,TALLATION:
<br />6.1 Underlaym enta
<br />6.1.1 Underlayment shall be acceptable to GAF/ELK and shall hold current FBC Approval, or be Locally
<br />Approved per Rule SB-72, per FBC Sections 1507.2,3 and1or 1507, ,4,
<br />Exterior Research and Design, LLC.
<br />Certff mile of Authorization *9502
<br />Evaluation Report 01506.01.08-R2
<br />FL10124-RI
<br />Revision 2: 1211112008
<br />Page 3 of 4
<br />TRINITY ERD
<br />6.2 Asphak Shingles-
<br />6.2.1 Installation of asphalt shingles shah comply with the manufacturer's cun-ent published
<br />instructions, but not less than four (4) fasteners per shingle in accordance with the
<br />requirements of FBC Section 1507.2 or FBC Residential Volume Section R905.2, with the
<br />following exceptions:
<br />Grand Canyon, Grand Sequoia and Camelot require min. five (5) fasteners per shingle
<br />Timberline Prestique Grande requires min. six (6) fasteners per shingle.
<br />6.2.2 Fasteners and fastener placement shall be in accordance with manufacturer's current published
<br />installation instructions,
<br />6.2.3 Where the roof slope exceeds 20 units vertical in 12 units horizontal (166-percent slope),
<br />special methods of fastening are required.
<br />6.3 Hip she Ridge Shingles:
<br />6.3.1 Installation of Ridglass Hip & Ridge asphalt shingles shall comply with the manufacturer's
<br />current published instructions with a minimum two (2) fasteners per side and asphalt roofing
<br />cement.
<br />6.3,2 Installation of Universal Ridge Cap asphalt shingles shall comply with the manufacturer's
<br />current published instructions with a minimum two (2) fasteners tier shingle.
<br />6.3.3 Installation of Seal -A -Ridge and Seal -A -Ridge Armorshield asphalt shingles shall comply with
<br />the manufacturer's current published instructions with a minimum four (4) fasteners per
<br />shingle.
<br />6.3.4 Installation of Timbeitex Ridge Cap asphalt shingles shall comply with the manufacturer's
<br />current published instructions with a ,minimum twg (2) fasteners per shingle and beads of
<br />Sonneborn NPi Gun Grade Polyurethane Sealant or Henkel PL Urethane Sealant.
<br />1. LAREUNG:
<br />Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of the
<br />Accredited Quality Assurance Agency noted herein.
<br />8. BUILDING PERMIT REQUIREMENTS:
<br />As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the
<br />installation of this product.
<br />9. MANUFACTURIirkG PLANTS:
<br />Contact manufacturer or Quality Assurance Entity for specific information on which plate produces
<br />which products:. Mobile -AL, Tuscaloosa -AL, Fontana -CA, Fresno -CA, Shafter-CA, Tampa -FL, Savannah-
<br />GAr Michigan City-INr Mount Vernon -IN, Baltimore -MD, Minneapolis -MN, Myerstown-PA, Dallas -TX,
<br />Ennis -TX
<br />10. QUALITY ASSURANCE ENTITY:
<br />Underwriters Laboratories - QUA1743
<br />- END OF EVALUATION REPORT -
<br />Exterior Resea" and Design, LLC.
<br />CertiAeate of Autharketion 99503
<br />Evaluation Report 01506.01.08-1112
<br />FL10124-R1
<br />Revision 2: 12/11/2008
<br />Page 4 of 4
<br />- 15# ASPHALT FELT
<br />%- UNDERLAYMENT
<br />9' STARTER STRIP OR
<br />COURSE OF INVERTED
<br />SHINGLES
<br />METAL DRIP EDGE
<br />AT RAKE APPLIED
<br />OVER UNDERLAYMENT
<br />START THIRD COURSE WITH
<br />FULL STRIP MINUS 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 INSTRUCTI❑NS.
<br />2, ASPHALT SHINGLES SHALL BE USED ONLY ON ROOF SLOPES OF
<br />2112 OR GREATER, FOR ROOF SLOPES FROM 2112 UP TO 4112
<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 D3462,
<br />FBC 1507.3.5
<br />6• FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED, STAINLESS
<br />STEEL, ALUMINUM, OR COPPER R❑❑FING NAILS MINIMUM 12 GA (0.105 INCH
<br />SHANK WITH A MINIMUM 3/8' DIAMETER HEAD, OF A LENGTH TO PENETRATE
<br />THROUGH THE R❑❑FING MATERIALS AND A MINIMUM OF 3/4' (19MM) INT❑ 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 1507.3.7
<br />METAL DRIP EDGE AT RAKE
<br />APPLIED OVER UNDERLAYMENT
<br />15# ASPHALT FELT
<br />r - UNDERLAYMENT
<br />ROOF SHEATHING NAIL INTERIOR
<br />Bid NAILS (RINGSHANK) 6' O.C.
<br />ROOF SHEATHING NAIL a EDGES
<br />8d NAILS (RINGSHANK) 4' O.C.
<br />METAL DRIP
<br />APPLIED
<br />OVER SHEATHING
<br />ASPHALT CEMENT
<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 SHINGLES ETC.
<br />1, R❑❑F COVERINGS SHALL BE APPLIED IN ACC❑RDANCE WITH
<br />THE APPLICABLE PROVISI❑NS OF SECTI❑N 1507. FBC, 2001
<br />2, FOR ROOF SLOPES 2112 UP TO 4112 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 4112 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 SAVE, LAPPED 2' AND FASTENED
<br />SUFFICIENTLY TO STAY IN PLACE UNTIL SHINGLES ARE LAID,
<br />FBC 1507.3.8.2
<br />4• DRIP EDGE; DRIP EDGE SHALL BE PR❑VIDED 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 />PLYWOOD NAILED AS SHOWN
<br />IS DESIGNED TO WITH
<br />STAND
<br />MAXIMUM WIND LOAD RATING
<br />OF 130 MPH WITH FASTEST SPEED
<br />OF 110
<br />15/32" CDX SHEATHING SHALL BE NAILED W/ 8d IRS
<br />NAILS @ 6"
<br />O.C.
<br />@ EDGES AND 8" D.C. MAX, IN
<br />THE FIELD. USE 1/2"
<br />II
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<br />PLYWOOD
<br />NAIL PATTERN
<br />(R❑❑E)
<br />
|