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w �` <br /> .?,c,� L� � � __ ;;,;��-� C�� <br /> SCOPE <br /> DESIGN AND DETAILING OF GARAGE CAST-IN-PLACE CONCRETE FOUNDATION WALLS AND STEEL LINTEL <br /> SUPPORTING PRECAST PLANK FOR A SINGLE FAMILY RESIDENCE. CONSTRUCTION IS TO BE DONE IN <br /> ACCORDANCE WITH THESE DRAWINGS AND STANDARD INDUSTRY PRACTICE. <br /> NOTES <br /> 1. THESE DOCUMENTS APPLY TO STRUCTURAL ONLY. REFER TO HOUSE PLANS FOR MORE INFORMATION. <br /> 2. DRAIN TILE, DAMPPROOFING AND/OR WATERPROOFING, & INSULATION, AS WELL AS THEIR <br /> INSTALLATION,ARE TO BE IN ACCORDANCE WITH THE CODE. <br /> 3. PRECAST PLANK IS TO BE IN PLACE, DOWELED,AND GROUTED PRIOR TO BACKFILLING OF GARAGE <br /> WALLS. GARAGE WALLS ARE TO BE LATERALLY SUPPORTED BY SLAB AT BOTTOM OR BY ADEQUATE <br /> TEMPORARY BRACING. <br /> 4. PRECAST MANUFACTURER IS TO DESIGN PLANK FOR SELFWEIGHT&TOPPING DEAD LOAD PLUS <br /> WORST CASE LIVE LOAD OF 50 PSF UNIFORM OR A 2000 POUND CONCENTRATED LOAD. <br /> MANUFACTURER IS TO NOTIFY ENGINEER IF PLANK SPAN OR DEPTH VARIES FROM THAT SHOWN ON <br /> PLANS. <br /> 5. INSTALL A MINIMUM OF (2)ANCHORS PER PORTION OF SILL PLATE AS WELL AS AN ANCHOR WITHIN 12" <br /> OF EACH END. <br /> 6. BAR SPLICES ARE TO BE LAPPED A MINIMUM OF 48 BAR DIAMETERS. <br /> 7. CONTRACTOR& BUILDER ARE TO VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO WORK. <br /> CONTACT ENGINEER IF ANY DISCREPANCIES ARISE. <br /> MATERIALS <br /> CONCRETE: F'c=4000 PSI @ 28 DAYS <br /> AGGREGATE: FOOTINGS- 1 %2' MAX, <br /> WALLS/SLABS-%a" MAX. <br /> STEEL W-SHAPES: ASTM A992 (Fy=50 KSI) <br /> STEEL ANGLES: ASTM A36 (Fy=36 KSI) <br /> REINFORCING STEEL: #4- BARS-ASTM A615 GRADE 40 <br /> #5+ BARS-ASTM A615 GRADE 60 <br /> BACKFILL: CLAY(GROUP III) <br /> Yeq=60 PSF/FT(ACTIVE) <br /> Yeq-85 PSF/FT(AT REST) <br /> LOADS <br /> ROOF DEAD LOAD: 15 PSF <br /> ROOF SNOW LOAD: 35 PSF <br /> PLANK DEAD LOAD: 65 PSF+TOPPING <br /> GARAGE LIVE LOAD: 50 PSF OR 2000 LB CONCENTRATED <br /> CODES <br /> 2007 MINNESOTA STATE BUILDING CODE <br /> w/AMENDED 2006 IRC <br /> P�OJ@Ct: I hereby certify that this plan,specification or report was prepared by Date f3EV <br /> Precast Foundation Design me or under my direct supervision and that I am a duly Licensed <br /> Professional Engineer under the laws of the State of Minnesota. <br /> 3508 Ivy Place, Orono MN �ate: 2-3-12 ucenseNumber. 46665 <br /> CIIQf11: Signed: <br /> Metro Foundations Print Name: NICk HanSOn <br /> 287�6th Ave SW 2528 Meadow Oak Lane ProjeCt Number: 2.0016 �� <br /> New Brighton,MN 55112 Drawing Date: Februarv 3,2012 <br /> Te16�2-708-3572 MontiC211o, MN 55362 <br /> www.hansongroupmn.eom Sheet: 1 Of 3 <br /> � COPYRIGHT HANSON GROUP LLC 2012 <br />