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SDPE <br /> DESIGN OF C,I,P, CONCRETE FOUNDATION WALLS SUPPORTING PRECAST PLANK, <br /> CONSTRUCTION IS TO BE DONE IN ACCORDANCE WITH THESE DRAWINGS AND STANDARD <br /> INDUSTRY PRACTICE, <br /> HIES <br /> 1. THESE DOCUMENTS APPLY TO STRUCTURAL ONLY, REFER TO ARCHITECTURAL DRAWINGS <br /> PREPARED BY JOHN BRADLEY AND DATED 10/31/02 FOR MORE INFORMATION, <br /> DRAIN TILE, DAMPPR❑OFING AND/OR WATERPROOFING, & INSULATI❑N, AS WELL AS <br /> THEIR INSTALLATION, ARE TO BE IN ACCORDANCE WITH THE CODE, <br /> i 3, PC PLANK IS TO BE IN PLACE, DOWELED, AND GROUTED PRI❑R TO BACKFILLING OF <br /> GARAGE WALLS, GARAGE WALLS ARE TO BE LATERALLY SUPPORTED BY SLAB AT <br /> BOTTOM OR BY ADEQUATE TEMPORARY BRACING. <br /> -+, PRECAST MANUFACTURER IS TO DESIGN PLANK FOR SELFWEIGHT & TOPPING DEAD <br /> LOAD PLUS WORST CASE LIVE LOAD OF 50 PSF UNIFORM OR A 2000 POUND <br /> CONCENTRATED LOAD, MANUFACTURER IS TO NOTIFY ENGINEER IF PLANK SPAN OR <br /> 3 DEPTH VARIES FROM THAT SHOWN ON PLANS, <br /> 5, MAXIMUM WALL LENGTH ALLOWED WITHOUT A CONTROL J❑INT IS 50 FEET, <br /> 6, INSTALL A MINIMUM OF (2) ANCHORS PER PORTI❑N OF SILL PLATE AS WELL AS AN <br /> ANCHOR WITHIN 12' OF EACH END, <br /> MATERIALS <br /> C❑NCRETEt F'c = 3000 PSI @ 28 DAYS <br /> REINFORCING STEEL, GRADE 60 <br /> r►GGREGATEi FOOTINGS - 1 1/2' <br /> j WALLS - 3/4' <br /> BACKFILL, HEAVY CLAY (GROUP III) <br /> r EFFECTIVE PRESSURE = 60 PCF/FT ACTIVE <br /> = 85 PCF/FT @ REST 29'-6"t <br /> FOUNDATION @ <br /> WOOD FRAMING <br /> BY OTHERS <br /> WOOD WALL & o w <br /> FLO❑R FRAMING N <br /> BY OTHERS A <br /> PRECAST BEARING 3 ~ <br /> WALL 3 "o <br /> SEE DETAIL 1/S3 u� <br /> FOR ALL LINTELS <br /> PRECAST <br /> I riEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR PLANK <br /> ` ;."PORT WAS PREPARED BY ME OR UNDER MY DIRECT 1 <br /> 1 SUPERVISION AND THAT I AM A DULY LICENSED S2 <br /> OFESSIONAL ENGINEER UNDER THE LAWS OF THE <br /> TYP. <br /> STATE OF fN ES❑ A <br /> N05 5/ G �4eV9 41 N <br /> i _ <br /> ASE <br /> S, ANL❑N 1 PLAN <br /> S1 <br /> ` SHE TS Sl - S3 <br /> RESIDENCE UNDER CONSTRUCTION COMMiSSI°N NO. ULTEIG <br /> 03- 8 NGINEERS INC <br /> 4753 N❑R T H SHORE DRIVE DRAWN ULTEIC EMCWEfRS S - 1 <br /> ❑R❑N❑, M N T - 5201 East River Road Suite 30 <br /> For MINNETONKA CUSTOM HOMES CHECKS ar Minneapolis, MN 55421 FJ 05/05/03 <br /> JSH Phone 763-571-2500 Fax 763-571-1168 <br />