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Fly #
<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/E-mail
<br />Quality Assurance Representative.
<br />Address/Phone/Em ail
<br />Cateqory
<br />Subcategory
<br />Compliance Method
<br />Florida Engineer or Architect Name who developed the
<br />Evaluation Report
<br />Florida License;
<br />Qttaality Assurance Entity
<br />Quality Assurance Contract Expiration Date
<br />Validated By
<br />Certificate of Independence:
<br />Referenced Standard and Year (of 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 Fending FBC Approval
<br />Late Approved
<br />FL10124 RIS
<br />Revision.
<br />2014
<br />Approved
<br />r-
<br />GAF
<br />1 Campus Drive
<br />Parisppany,.NJ 07054
<br />(973)872-444421
<br />1 i ndareithatrinity erd. cone
<br />Beth l+tcScsrley
<br />I indareithCrtrinityerd. corer
<br />Seth McSorrey (current):
<br />1 Campus Drive
<br />Parsippany, NJ 070S4
<br />(973) 872-4421
<br />brit csor ley is-tgaf. cJom
<br />Roofinq
<br />Asphalt Shitagres
<br />Evaluation Report from a Florida Registered.
<br />Architect or:.a Licensed Florida Professional
<br />Engineer'
<br />Evaluation Report Har c e Hardcopy Received
<br />p PY
<br />Robert Nierninen
<br />PE-S 916 6
<br />i UL LLC
<br />11/21/201.5'
<br />Jahn W. Knezevich,, PE
<br />3y
<br />Validation Checklist- H-Eardeoy Received
<br />FL10124_R1.S_COI_2015 01 COI_Nieminen.pdf'
<br />Standard year
<br />ASTM D3161 2009
<br />ASTM 0-3462 2009'
<br />ASTM D71582008.
<br />TAS 107 199S
<br />Method 1 Option D
<br />03/31/2015
<br />04/08/2015
<br />04112/2015
<br />06123/2015.
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<br />METAL DRIP EDGE AT RAKE
<br />APPLIED OVER UNDERLAYMENT -
<br />1211111 ASPHALT FELT -
<br />traERLAYMENT
<br />Ra[F SHEATHING MAD. AITMOIR
<br />Gd WAS QtMGSH AM fe CA
<br />ROW SHEATHING HAD. KEDGES
<br />8d MAILS (RAIGSNMDO 4' Or-
<br />METAL aw
<br />APPLIED
<br />OVER SHEATHING
<br />USE ONLY EMO10M NAILS TO HOLD
<br />UNBEBLAYIENT IN PLACE UNTIL
<br />SHUNFiES ARE LAID
<br />ROOF UNDERLAYMENT APPLICATI❑N
<br />MRAL Ni [WILMIMM SDWLE6 EM
<br />1. ROOF COVERINGS SHALL BE APPLIED IN ACCORDANCE WITH
<br />THE APPLICABLE PROVISIONS IF SECTION 1507. FBC, 2010
<br />2 FOR ROOF SLOPES 2d2 U' 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 R13F SLOPES 4.12 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 LAIR
<br />FBC 1507.3.8.2
<br />4. DRIP EDGEi DRIP EDGE. SHALL BE PROVIDED AT EAVES AND GABLES
<br />OF SHINGLE ROOFS AND OVERLAPPED A MINIMUM IF 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 SWILL BE
<br />14ECFANICALLY FASTENED A MAXIMUM OF 12' IN CENTER,
<br />FBC 1507.3.8.3
<br />ASPHALT CEMENT
<br />SW 13R
<br />IMV0M
<br />R❑❑FING APPLICATION
<br />15B ASPHALT FELT
<br />UNDERLAYMENT
<br />METAL DRIP EDGE
<br />AT
<br />UNDERLAYMENT
<br />START THIRD COuISE WITH
<br />FULL STIR MINUS FAST
<br />TAB
<br />START SECRm LLIHRSE
<br />WITH FULL STRIP Im11US
<br />im To
<br />START FM COHDtSE WUTH
<br />FULL STRIP
<br />L ROOF COVERINGS SHALL BE APPLIED IN ACCORDANCE WITH THE
<br />APPLICABLE PROVISIONS OF SECTION =7 FDC AND THE
<br />MANUFACTURERS INSTALLATION INSTRUCTIONS.
<br />2. ASPHALT SHINGLES SHALLBE USED ONLY OR ROOF SLOPES OF
<br />212 OR GREATER. FOR ROOF SLOPES FRO14 212 UP TO 4d2
<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 1507a 3
<br />4. SELF ADHERING BITUMEN SHEET SHALL COMPLY WITH AST" B225
<br />OR ASTM 113462.
<br />FBC 15G7.3.4
<br />3. ASPHALT SHINGLES SHALL HAVE SELF SEAL STRIPS OR DE INTERLOCKING,
<br />AND COMPLY WITH ASTM D225 OR ASTM D3462
<br />FBC 1507- 5
<br />6. FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED, STAINLESS
<br />STEEL, ALUMINUM, OR COPPER ROOFING NAILS MINIMUM 12 GA (0405 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.
<br />FBC ISD7.3.6
<br />7.. ASPHALT SHINGLES SHALL BE SECURED TO THE ROOF WITH HOT LESS FOUR
<br />FASTENERS PER STRIP OR TWO FASTENERS PER INDIVIDUAL SHINGLE. UNLESS
<br />OTHERWISE NOTED ATTACHMENT IF ASPHALT SHINGLES SHALL CONFORM WITH
<br />ASTM B3161 (MODIFIED TO UO MPH) OR M-DC PA 107-93.
<br />FBC 1507.3.7
<br />PLYWOOD NAILED AS SHOWN IS DESIGNED TO WITH STAND
<br />MAXIMUM WIND LOAD RATING OF 130 MPH WITH FASTEST SPEED OF 110
<br />15/32' CDX SHEATHING SHALL BE NAILED W/ 8d IRS NAILS @ 6' O.C.
<br />@ EDGES AND 8' O.C. MAX. IN THE FIELD. USE 1/2' STEEL PLYCLIPS.
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<br />8d RS NAILS (I n
<br />PLYWOOD NAIL PATTERN (ROOF)
<br />
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