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HomeMy WebLinkAboutPRODUCT REVIEW AFFIDAVITPlanning & Development Services Department Building & Regulations Division Product Review Affidavit Building Permit p Owners Name: NVR Inc DBA Ryan Homes Applicant: NVR Inc DBA Ryan Homes SCABY � St. Lucie County NVR- Business Use Only Product Opening Design Pressures Product Rated Design Pressure Manufacturer Model# Product Approval Number Glass Type Method of Attachment Windows +32.37/-42.62 +50.2/-50.2 PST Industries SH-200 17-0630.02 non -Impact H 10 Wood Screw with sufficient length to achieve 1-1/4"embedment. Required anchors: Head(3), Jamb(3) Mullions N/A +/-75 PGT Industries PGT 17-0630.01 N/A Use X"Tapcon with sufficient length to achieve a IY.."min. embedment with 2%"minimum edge distance Fixed Glass +29.65/-38.87 +/-58.9 PGT industries PW-220 17-0614.05 non -Impact 1110 Wood Screw with sufficient length to achieve 1-11Vembedment. Required anchors: Head(3), Jamb(3) Sliding Glass Doors +28.74/-42.62 +35.3/-89.6 PGT Industries SGD-2500 18-0207.05 non -Impact 3/I6"Tapcon with suf0cient length to achieve 1-1/4"embedment. Required anchors; Head/Sill (6), Jamb(5) Swing Type Doors +30.64/-30.64 +67.0/-67.0 ITherma Tru 3'01.x8'0" FL 5891.5 N/A ITW Tapcon X", Min Embedment 1-1/4", Min Clearance to edge 2", Min Clearance to adjacent anchor 4"; OR ELCO Tapcon 1/4", Min Embedment 1-1/4", Min Clearance to edge 1", Min Clearance to adjacent anchor C. Anchor Spacing Max 18.5" D.0 Garage Doors +25.91/-31.39 +36/-42 Clopay 160 model 73W6 FL 16546.4 N/A Jamb to block on vertical jamb 1/4" x 11/4" min embedded Tapcon. Max spacing of 71/2" and 1" OD steel Washer required. Hurricane Protection N/A +40/40 Eastern Metal 24ga Steel Panels FL 11964.2 N/A 1/4"Tapcon Anchors, SG Tapcon or 114"x3/4". All points Solid -set Anchors. Roofing Material N/A N/A Tamko N/A FL 18355.1 N/A Soffits (Panel Walls) N/A N/A Ply Gem Mastic Soffits FL 23352.1 N/A Structural Component N/A N/A Huber Eng. ZIP System FL 17147.2 N/A I have reviewed the above components or cladding and I have approved their use in this structure. These products provide adequate resistance to the wind loads and forces specified by current code provisions. Name: James Joseph Cantwell Signature:_JAMES JOSEPH CANTWELL 17: ly Design Prof: Architect Cart. No. AR0012079 Date:_ 4/16/2019