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6309 W BEECH ST B 2020-12-18
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6309 W BEECH ST B 2020-12-18
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Last modified
12/18/2020 11:10:55 AM
Creation date
12/18/2020 11:10:28 AM
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Address Document
Street Name
W BEECH ST
Street Number
6309
Unit
B
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• <br /> • <br /> The detail for the floor framing at the stairs specifies"All structural members to be Hem-Fir#2 or better <br /> (fb=850 psi, fv=150 psi, E-1300 ksi" which is a callout for dimensional lumber not engineered I-Joists. <br /> Please correct. <br /> Done. See: 11.Provide calculations for stud walls over 10 feet in height supporting a roof and/or floor load(adjacent <br /> notes below to stairs). <br /> shearwall <br /> Schedule The wall framing adjacent to the stairs is required to be full height.Referencing a shearwall schedule does <br /> not provide the information requested.Please provide a detail showing the proposed construction of the <br /> full height wall. If the studs are discontinuous, provide calculations for out of plane loads for wind and <br /> seismic loading. <br /> Done. See: 12.Provide"Wall Section"drawing specific to this structure.All components shall be labeled. <br /> 7-S101 <br /> The wall section provided (7-S101) is for a single story structure.The proposed structure is two stories. <br /> Please correct section drawing to show actual construction proposed including the callouts for all <br /> components.The insulation values shown in the section are incorrect, the 9-1/2 inch TJl rafters do not <br /> show the top and bottom chord and are shown with a birds mouth cut, wall and roof sheathing is not <br /> shown or called out,the 1"minimum air space over the insulation is not shown,insulation is required to <br /> be in contact with the heated surface,etc. <br /> Done. See: 13.The"Building Section"does not show a crawl space,top or bottom plates,blocking at rafters,headers, <br /> 5-A201 insulation floor joists(Shown parallel in perpendicular cut)or interior and exterior finishes. <br /> 6-A201 <br /> The Building Section drawings show dimensional lumber for the roof and floors where TJI's are called out <br /> in,the framing plans. <br /> Done. See: 14.Provide attic ventilation calculation.Show location of attic ventilation on roof plan including inlet and <br /> 4-S101 outlet openings. <br /> 7-S101 R806.1 Ventilation required. Enclosed attics and enclosed rafter spaces formed where ceilings are <br /> applied directly to the underside of roof rafters shall have cross ventilation for each separate space by <br /> ventilating openings protected against the entrance of rain or snow. Ventilation openings shall have a <br /> least dimension of 1/16 inch(1.6 mm) minimum and 1/4 inch(6.4 mm) maximum.Ventilation openings <br /> having a least dimension larger than 1/4 inch (6.4 mm) shall be provided with corrosion-resistant wire <br /> cloth screening, hardware cloth or similar material with openings having a least dimension of 1/16 inch <br /> (1.6 mm)minimum and 1/4 inch(6.4 mm)maximum.Openings in roof framing members shall conform to <br /> the requirements of Section R802.7. Required ventilation openings shall open directly to the outside air. <br /> R806.2 Minimum vent area. The minimum net free ventilating area shall be 1/150 of the area of the <br /> vented space. <br /> Done. See: 18.Specify the U-Value of all windows and doors.Show on plans. <br /> 5-A101 <br /> All fenestration shall have a U-Value of 0.30 or less per Table R402.1.1 WSEC 2015 ed.Please correct plans. <br /> Page 2 of 4 <br />
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