HomeMy WebLinkAboutLetter Correct Product ApprovalsWilliam Durden
From: Nadine Manresa <nadine@jataylorroofing.com>
Sent: Monday, July 31, 201710:34 AM
To: William . urden; marbucci@comcast.net
Subject: Permit 7 -
Attachments: OWENS CORNING WEATHERLOCK TILE & METAL.pdf; Petersen Alum Edge-Loc 1SS.pdf
Mr Durden,
Attached are the correct product approvals for the roof underlayment and metal panels.
Thanks,
Nadine Awe=
Permitting
J.A. Taylor Roofing, Inc.
302 Melton Dr.
Fort Pierce, FL 34982
Office: 772-466-4040
Fax: 772-468-8397
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Energy calc's call out on line 7 only one u-factor in solar heat gin, plans show multiple types of
fenestration.
Energy calc's callout r-20 roof deck insulation, Plans call out for r-30 insulation, page A1.1 calls out for
our 20 insulation, typical wall section page a7.1 calls out or ar� 30 insulation, please correct
Page a5.1 Valley detail calls out composite shingles product
seam roof please correct.
Please submit product approval for roof underlayment.
Page a5.5 A-4 exterior opening schedule product attachment
product approvals or complete product review affidavit.
NOA 12 — 0130.13 is an outdated NOA.
affidavit only shows metal standing
od not complete please submit
Roofing product Florida approval #12751.2 is an outdated product approval.
French door Florida product approval number 15444 R-3 has multiple product approval numbers;
attached please submit correct product approval number.
Garage door Florida product approval number 15371 R-1 ha multiple product approval numbers
attached please submit correct product approval number.
Please submit hollow core system shop drawings for review see page 86.1 hollow core system notes.
See concrete notes on page a 121 specifies 4000 psi. Multip a sections of concrete lives are required
please specify each area for concrete psi concrete slab, gra a beams, and piles.
Draft up in smoke development.
Cubic volume.
File caps are located outside of setbacks. Please clarify if ca be beyond setbacks before review can be
completed.
Geotechnical report does 5000 psi for the piles. Plans callo t 4000 psi on page a3.1.