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01/30/1997 08:18 6127805000 CALIBER BUILDERS PAGE 02 <br />rte-. <br />we <br />k=4,, -4f tid I u p,a <br />jL VIP <br />0 <br />`'• � ��,ptQ f L K.O. .. � <br />K .r <br />�n <br />CLOSET <br />meat. <br />LIVING ROOM r <br />1 •-.-�,� <br />moi' �t "1 'I2i `��l, • is, <br />'� y • ��.���'( yam(' ` � R. <br />ri <br />I <br />k <br />q <br />GARAGE <br />s <br />I 1 <br />6 <br />SINGLE FAMILY HOME, FRED JOHNSON, BUILDER TV <br />STRUCTURAL SLAB AND GRADE BEAM FOUNDATION DETAILS - <br />1926 FAGERNESS POINT DRIVE, ORONO, MN <br />NOTES: All concrete to be a minimum 3,500 psi - 28 day strength. <br />All concrete shall be vibrated in place to remove all honey -combing. <br />Place sheet metal decking on sand fill below floor slab sufficient to <br />support bar chairs, or use bar chairs with sled feet. 3/4" PLY SUB -FLOOR <br />A layer of un -reinforced concrete may be placed before the grade beam <br />forms are placed to provide a smooth and level base for the forms. 9" JOIST'S - IN ATE AND <br />All reinforcing to be standard ASTM A615 deformed bars. <br />VAPOR BARRIE X, q_y ?M <br />All reinforcing bars to be lapped a minimum of 24 diameters. <br />All reinforcing to be bent and continuous around corners. o 0 <br />Minimum Design Standards: UBC (1997). CRAWL SPACE <br />THIS IS NOT A GENERIC RECOMMENDATION OR APPROVAL AND 1S" MIN. a <br />DOES NOT APPLY TO ANY OTHER LOCATION OR INSTALLATION. I <br />GRADE � a <br />Structural Design by: ITASCA ENGINEERING Q <br />327 Marschall Road, Suite 200 t <br />Shakopee, MN 55379 Phone(952)445-7993 <br />I hereby certify that th _e-�alan and/or specifications has been prepared by me or r LII I <br />under my directio d that I am a duly registered Professional Civil — <br />..a . Tr <br />Engineer under so <br />e of Minnesota. <br />ht <br />`tom DOWELS TO MATCH �l <br />tr; Date 7 6 0 1 Sheet 1 of 1 SIZE/SPACING OF d <br />VERT RE INF. 6 <br />Lawrence E Sam ad,Ec n , Minn. Reg. No. 6220 THUS: <br />` - — -- ®• . <br />g <br />SECTION AT CzA(2ACzE WALL INTEFZ0 <br />Aa) NOTE: SEE NEW STRUCTURAL NOTE ON AS <br />R 50 INSULATION <br />FABRICATED TRUSSES <br />5/8" GYP BOARD <br />3/4" PLYWOOD SUB -FLOOR <br />16" WEB J016T W/ FULL SAT INSUL. <br />1r=/8" G1111P 50ARD <br />1/2" GYP BCARD <br />2 X 6 WOOD STUDS <br />FULL BATT. INSULATION <br />6 MIL VAPOR BARRIER <br />1/2" GYP BCARD <br />INSULA`(r=D RIM JOIST <br />2X6 PLATE W/ <br />5/6" X 1'-0" (T HOOK) <br />A.B. 4'-0" C.C. <br />SILL SEALER <br />4" CONS'.. SLAB <br />-- 12" CONCRETE BLOCK W/ 05'S <br />4'-0" C.C., FILL CORES SOLID <br />W/ 30001-5. CONa <br />-- WATERPROOF MEMBRANE. <br />— PERIMETER DRAIN TILE <br />— 5 X 2070 3000LB. CONC. <br />FOOTIN3-2 0 5'S CONT. <br />3/4" - 1'-0" <br />DATE: 5-7-01 <br />REVISIONS: <br />ISSUIE-1) E7-12-01 <br />PRINTF�.D fa -8-01 <br />FRINT P 6-12-01 <br />REVISrD (0-18-01 <br />hoW <br />Cq� <br />s <br />3 <br />1 <br />{ <br />I- <br />i e <br />3 <br />i <br />i <br />m <br />VJ <br />o <br />LU <br />4 d <br />W <br />O <br />'.} F <br />0 <br />Z <br />C) <br />Z <br />m <br />s <br />,�OZN <br />� <br />I <br />i <br />hoW <br />s <br />3 <br />1 <br />{ <br />I- <br />i e <br />3 <br />i <br />i <br />VJ <br />o <br />4 d <br />W <br />O <br />'.} F <br />0 <br />F �7 3 2 <br />OB No. 2001 <br />s <br />3 <br />1 <br />{ <br />I- <br />i e <br />3 <br />i <br />i <br />VJ <br />' <br />i <br />s <br />� <br />I <br />i <br />OB No. 2001 <br />