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1 <br /> Rose Homes—Plan Check No. C0105-026 <br /> Page 2. <br /> 4. Specify hold-downs at alternate braced wall panels. Show on foundation plan. <br /> The structure has been designed for lateral loads. Holdowns are noted on the <br /> Foundation plan, Sheet 3. <br /> S. /f concrete porches are to be used, show.steel reinforcing stubbed out at 18"o.c. <br /> to resist differential settling. <br /> Dowels have been added at concrete landings on Sheet 3. <br /> 6. Provide intermediate support details. Show how connectors are capable of <br /> resisting uplift and lateral displacement. Show minimum 11"clearance to grade. <br /> The 'Center Beam Detail' on Sheet 3 has been modified to show connectors to <br /> prevent Uplift and Lateral displacement. Minimum clearance to grade is noted. <br /> 7. Provide cross.rection of contimrous footing in crawl space. Show required <br /> reinforcing steel and minimum 8"thickness. Added to Page 3 <br /> This has been added to Sheet 3. <br /> 8. Show footings for posts affront porch. Added to Page 3 <br /> 1 hese have been added to Sheet 3. <br /> 9. Alternate braced wall panels spec yled in Section 1310.11.4 are limited to 10'-0" <br /> in height <br /> Please refer to the response to Question No. 4 above. <br /> 10. The toilet is required to be placed in a space not less than 30" wide. The clear <br /> space in front of the toilet shall be not less than 24 inches. (Master Bathroom) <br /> The Master Bathroom has been re:-.esigned. See Sheet 2. <br /> /1. The first floor plan shows.stairs with 1 intermediate landings. The second floor <br /> plan shows winding stairs. The Wnding stairs shown do not comply with section <br /> /003.3.3.8.1 of the UBC. Clark stairs on plans. <br /> The plans have been modified to eliminate winding stairs. See Sheet 2. <br /> JARNOT ENGINEERING INC. <br /> 56 <br />