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COLUMN (TYP) <br />HIP TRUSS <br />GIRDER HIP TRUSS <br />,t <br />0 <br />HI ROOF PLAN <br />4 2 0 4 e <br />REINFORCING STEEL NOTES: <br />1) ALL MAIN STEEL TO BE ASTM A615 - GRADE 60 DEFORMED BILLET STEEL BARS <br />(STIRRUPS , AND SUPPORT BARS CAN BE ASTM A615 -GRADE 40). ALL WELDING OF <br />REINFORCING STEEL SHALL BE IN ACCORDANCE WITH AWS D1.4. <br />2) SHOP DRAWINGS TO BE DETAILED IN ACCORDANCE WITH ACI DETAILING MANUAL AND <br />CURRENT ACI -315 "MANUAL FOR STANDARD PRACTICE FOR DETAILING REINFORCED <br />CONCRETE STRUCTURES" AND SUBMITTED FOR APPROVAL PRIOR TO FABRICATION. LAP <br />STEEL 36 BAR DIAMETERS UNO. ON ALL REINFORCING STEEL INDICATED AS BEING <br />CONTINUOUS (CONT). <br />3) COVER TO REINFORCING UNO: <br />3" UNDERSIDE FOOTING, CONCRETE CAST AGAINST & PERMANENTLY EXPOSED TO EARTH <br />2" © TOP OF EXPOSED SLABS, BARS EXPOSED TO EARTH OF WEATHER <br />1 }i" ' COLUMNS & BEAMS <br />%." WALLS, ELEVATED SLABS (& JOISTS) THAT ARE NOT EXPOSED TO EARTH OR <br />WEATHER <br />4) ALL REBAR TO BE HELD IN PLACE WITH PROPER ACCESSORIES SUPPLIED BY THE <br />REINFORCING STEEL SUPPLIER. ALL REINFORCING STEEL SHALL BE SET AND TIED IN PLACE <br />PRIOR TO POURING OF CONCRETE, EXCEPT THAT VERTICAL DOWELS FOR MASONRY WALL <br />REINFORCING MAY BE 'FLOATED' IN PLACE. <br />5) ALL REBAR FOR EXTERIOR STOOPS & ENTRY SLABS TO BE EPDXY COATED. <br />6) ALL WELDED WIRE FABRIC (WWF) SHALL CONFORM TO ASTM -185 AND BE <br />6 "X6 ", W1.4XW1.4 UNO. <br />GENERAL NOTES: <br />1) DESIGN LOADS: (IBC 2000) ( MNBC 2003) <br />ROOF: SNOW = 50PSF GROUND SNOW LOAD PLUS BUILT -UP LOADS AS PER MNBC 03 <br />SUPERIMPOSED DEAD LOAD = 20PSF <br />FLOORS:IST FL LIVE LOAD= 100PSF <br />MEZZ FL LIVE LOAD= 100PSF <br />MOVEABLE PARTITION LOAD =20PSF <br />FOUNDATION WALLS: <br />EQUIVALENT FLUID PRESSURE =50PSF <br />WITH THE USE OF FREE DRAINING SANDS USED AS BACKFILL. <br />WIND LOADS: 90 MPH WIND EXPOSURE B <br />2) STRUCTURAL DESIGN OF THIS BUILDING IS IN ACCORDANCE WITH THE 2003 MINNESOTA <br />STATE BUILDING CODE & 2000 IBC. <br />3) VERIFY ALL DIMENSIONS AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS PRIOR TO <br />CONSTRUCTION. NOTIFY ENGINEER OF ANY DRAWING DISCREPANCIES IMMEDIATELY. DO NOT <br />SCALE DRAWINGS. <br />4) CONTRACTOR TO PROVIDE ADEQUATE BRACING UNTIL BUILDING IS CLOSED IN. THE <br />CONTRACTOR IS RESPONSIBLE FOR THE DESIGN, SUPPLY AND INSTALLATION OF ALL <br />BRACING, SHORING AND FORMWORK REQUIRED. <br />`� � fit 1 05 =z <br />AUG _. 2005 <br />FOR REVIEW ONLY <br />NOT FOR CONSTRUCTION <br />r pn caw nos,T ooaow NEr e../W.e«. <br />ARCHITECT/ENGINEER <br />PLANNER <br />HARTFORD <br />I. Min <br />1— orgy that u: olm. n."Yeerm <br />or wart we prepared rne Ike wry <br />end mmenikin tot 1 on 6* <br />Ii4fbee SN"Wrtl EnoMer w,r ge <br />bn et 2r Npe W Mims*. <br />Fay 0. MeaI PE <br />Re0ee6ee 1421081 <br />CONSULTANT: <br />OWNER: <br />LEGACY <br />HOLDINGS -LL, <br />LLC <br />urros,+¢ETPEE U� <br />MEN MARIE, WI <br />Mt 9si ->4.>uZ <br />PROJECT: <br />BETTY'S <br />PIES <br />OF <br />LEGACY AT <br />WOODS <br />EDGE <br />LINO LAKES <br />TOWN <br />CENTER <br />PARKWAY <br />ISSUE: <br />S 1 05 — CITT REVIEW SET <br />G REV. THIS SHEET <br />SHEET TTTL.E: <br />STRUCTURAL <br />UPPER ROOF <br />PLAN <br />SHEET NUMBER: <br />S3.O <br />