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SCOPE <br /> DESIGN OF A CAST-IN-PLACE CONCRETE GRADE BEAM FOUNDATION AND LAYOUT OF SUPPORTING REINFORCING BAR AREA SUBSTITUTION TABLE Advance Wall Systems,Inc. <br /> HELICAL PIERS FOR A TWO-STORY SINGLE FAMILY RESIDENCE CONSTRUCTION IS TO BE DONE IN <br /> ACCORDANCE WITH THESE DRAWINGS AND STANDARD INDUSTRY PRACTICE (2)#4 EQUALS <br /> (1)#6 t66T72318t Avenue Nw <br /> NOTES (3)#4 EQUALS (2)#5 et0 Lab,MN 553D9 <br /> 1. THESE DOCUMENTS APPLY TO STRUCTURAL ONLY. REFER TO ARCHITECTURAL DRAWINGS (3)#S EQUALS (2)#6 e.w. or <br /> PREPARED BY ALEXANDER DESIGN GROUP INC.DATED 02/18/08 FOR MORE INFORMATION. SUBSTITUTED BARS MUST HAVE EQUAL YIELD STRENGTH <br /> 2. BRAUN INTERTEC RECOMMENDED THAT PART OF THE HOUSE BE SUPPORTED BY STANDARD <br /> STRIP FOOTINGS AND A SECTION OF THE HOUSE ADJACENT OISTRUSED SOIL BE SUPPORTED <br /> WITH HELICAL PIERS. VERIFY DEEP FOUNDATION DESIGN AND TRANSITION LOCATIONS w/ <br /> GEOTECHNICAL ENGINEER. <br /> 3. DRAIN TILE,DAMPPROOFING AND/OR WATERPROOFING,&INSULATION,AS WELL AS THEIR GENERAL NOTES <br /> INSTALLATION,ARE TO BE IN ACCORDANCE WITH THE CODE. <br /> 4. INSTALL A MINIMUM OF(2)ANCHORS PER PORTION OF SILL PLATE AS WELL AS AN ANCHOR <br /> WITHIN 12"OF EACH END. <br /> S. PROVIDE ADEQUATE FROST PROTECTION FOR ALL GRADE BEAMS(MINIMUM 42-). <br /> S. CARE IS TO BE TAKEN DURING BACKFILLING TO MAINTAIN A PLUMB WALL CONDITION. <br /> 7. HELICAL SCREW ANCHORS ARE TO BE DESIGNED BY THE MANUFACTURER FOR A WORKING <br /> LOAD OF 27 KIPS UNLESS NOTED OTHERWISE INSTALL ANCHORS TO TWICE THIS VALUE FOR <br /> AN ULTIMATE LOAD(FACTOR OF SAFETY-2).THIS SAFETY FACTOR INCLUDES POTENTIAL <br /> DOWNORAG. <br /> S. INSTALL SCREW ANCHORS TO WITHIN 2"OF THE LOCATIONS SHOWN ON THE PLAN AND IN THE <br /> DETAILS.ANCHORS AND WALLS ARE TO BE CENTERED ON GRADE BEAM UNLESS OTHERWISE <br /> SHOWN. <br /> 8. ANCHORS ARE EQUALLY SPACED BETWEEN DIMENSIONS SHOWN,UNLESS NOTED OTHERWISE. ` <br /> 10.ALL BAR SPLICES ARE TO BE A MINIMUM OF 48 BAR DIAMETERS. <br /> 11.PROVIDE MATCHING HOOK BARS FOR ALL HORIZONTAL BARS AT ALL WALL&GRADE BEAM <br /> CORNERS AND INTERSECTIONS. LAP ALL HOOKS AND HORIZONTALS PER NOTE 10. SEE <br /> DETAILS WS3& <br /> 12 CONTRACTOR&BUIBUILDER ARE TO VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO WORK. <br /> CONTACT ENGINEER IF ANY DISCREPANCIES ARISE / <br /> 13.RETAINING WALL DESIGN AND SUPPORT IS NOT INCLUDED IN THE SCOPE OF THESE DRAWINGS. <br /> 14.UTILITY CONNECIONS ARE TO BE AS REQUIRED BY GEOTECHNICAL ENGINEER. <br /> MATERIALS <br /> CONCRETE:GRADE BEAMS-Pc=4000 PSI 0 28 DAYS rrvw;sai�wewaM�isre�y=. <br /> WALLS-Pc=3000 PSI Q 28 DAYS MINIMUM =rrrrrrrraa`.wa. <br /> SLAB-Pc=4000 PSI @ 28 DAYS he,b,An <br /> REINFORCING STEEL: #4-BARS-ASTM A615 GRADE 40 <br /> #5+BARS-ASTM A615 GRADE 60 t� n <br /> AGGREGATE:GRADE BEAMS-1 1/2"MAX. <br /> orsJuaw <br /> WALLS&SLABS-3/4•MAX. 46470 <br /> LOADS <br /> ROOF LIVE LOAD: 35 PSF <br /> ROOF DEAD LOAD: 15 PSF <br /> FLOOR LIVE LOAD: 40 PSFaengineers <br /> FLOOR DEAD LOAD:15 PSF <br /> FLOOR DEAD LOAD:75 PSF®6"STRUCTURAL SLAB m,twewaear ar.a <br /> arr�ar,ra.r(ea, <br /> 88 PSF @ 7'STRUCTURAL SLAB <br /> DE <br /> 2007 MINNESOTA STATE BUILDING CODE <br /> v�q ws <br /> w/AMENDED SOB IRC m or.ips <br /> Aft w lr.iM <br /> Fry Residence <br /> 1075 Tordum Road <br /> MYw*WM%a,MN <br /> r,q. C <br /> eaner AML S 1 <br /> o AINN <br /> errc <br /> mrneseuuaaer®ureso <br />