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iINC:9u•7,�ianr.I;. <br />• <br />RO <br />• : <br />SLOPE DOWN <br />zz <br />APIAIIPIPFJS <br />ROOF BAR JST 30K12 © 5'OC <br />:Z4 F <br />5 <br />18110 <br />2 <br />NOTE: <br />1)STEEL MEZZ DECK TO BE 1.0C 26ga W/ 3 1/2" CONCRETE <br />W/ 5/8" PUDDLE WELD TO BAR JOISTS AND BEAMS ® 11" 0 /0. <br />2)ATTACH DECK TO INTERIOR WALLS W/ 3 "X3 "X1/4" ANGLE <br />W/ 1/2 "o BOLTS ® 16" OC. WELD SIM TO NOTE 1). <br />3)TOP OF BEAM ELEVATION (2ND FLOOR) XXX'X" UNO <br />4) STEEL ROOF DECK TO BE 1.5B 22ga <br />W/ 9e" PUDDLE WELD TO STL. BAR JST.S & BEAMS © 6 "0 /C <br />& #10 TEK SCREWS ® DECK SIDE LAP SEAMS (QTY 2 PER SIDELAP) <br />LIGHT FRAMED COLD— FORMED STEEL EXTERIOR WALL & INTERIOR BEARING WALL NOTES: <br />1) ALL LIGHT FRAMED COLD— FORMED STEEL EXTERIOR WALLS HAVE BEEN DESIGNED AND <br />ARE TO BE CONSTRUCTED IN ACCORDANCE WITH IBC 2000 AND THE APPLICABLE <br />REFERENCED STANDARDS. <br />2)TYPICAL UNO LIGHT FRAMED COLD— FORMED STEEL WALLS TO BE CONSTRUCTED WITH <br />5 /8" (MIN) GYPSUM BOARD ON EACH SIDE OF 6" STEEL STUDS WITH STRAP BLOCKING <br />(SOLID BLOCKING BETWEEN THE FIRST TWO END STUDS). GYP BOARD TO BE SCREWED <br />4" 0 /C. SCREWS FASTENING THE GYP BOARD SHALL BE #6 (MIN) AND ALL SCREWS <br />SHALL PENETRATE THROUGH THE STEEL STUDS WITH AT LEAST THREE EXPOSED THREADS <br />(IN ACCORDANCE WITH IBC 2000 SECTION 2211). <br />3)LIGHT FRAMED COLD — FORMED STEEL WALLS WITH EXTRA SHEAR CAPACITY (NOTED ON <br />PLAN) TO BE CONSTRUCTED WITH 7/16" OSB ON ONE SIDE OF 6" STEEL STUDS AND <br />FULLY BLOCKED 5/8" GYPSUM BOARD ON THE OTHERSIDE. OSB AND GYP BOARD TO <br />BE SCREWED AT 4" 0 /C. 05B SHALL HAVE A MINIMUM HEAD DIAMETER OF .292 ", <br />SCREWS FASTENING THE GYP BOARD SHALL BE #6 (MIN) AND ALL SCREWS SHALL <br />PENETRATE THROUGH THE STEEL STUDS WITH AT LEAST THREE EXPOSED THREADS (IN <br />ACCORDANCE WITH IBC 2000 SECTION 2211). <br />4) OSB AND GYPBOARD TO BLOCKED AND TERMINATE AT ANGLES ON THE CEIL TRACK <br />OF WALL. <br />5)LIGHT FRAMED COLD— FORMED STEEL WALLS TO BE ANCHORED TO FOUNDATION WALL <br />WITH CARBON STEEL EXPANSION ANCHORS 1/2" 0 (MIN) 8 32" 0/0 (48" ON WALLS <br />W/0 OSB) WITH 4" EMBEDMENT (MIN) (A 1/2 "0 POWERS FASTENERS SPIKE MAY BE USED <br />WITH 2 5/8" EMBEDMENT). ALSO, PLACE A —BOLT EACH SIDE OF DOOR OPENINGS. <br />MAKE SURE THE OSB AND OR GYP BOARD IS FASTENED TO THE BASE PLATE (TRACK) <br />AT 4" 0 /C; THIS BASE PLATE TRACK TO BE 12GA (MIN), 50KSI STEEL WITH 2 1/2" <br />FLANGE (MIN). <br />6) WHERE POSSIBLE, THE STEEL STUDS IN THE LIGHT FRAMED COLD— FORMED STEEL <br />WALLS ARE TO BE CONTINUOUS FROM 1ST FLOOR TO THE ROOF (HIGHEST ROOF WHERE <br />THERE ARE TWO ROOFS). <br />1 /a• - 1'- o• <br />1 1 0 4 0 <br />AUG 1 2005 <br />OF <br />FOR REVIEW ONLY <br />NOT FOR CONSTRUCTION <br />ARCH1TECT/ENGINEER <br />PLANNER <br />HARTFORD <br />Ife. (9917461= <br />1 nnq r:ur S • - lowiregen <br />but wpav'sbn SO I on 0 04 <br />ions N Ce 5E1E120 EEO., *05 A M mote. 14e <br />fay C. P *6401 PE <br />R•e99Gm WSW <br />CONSULTANT: <br />OWNER: <br />LEGACY <br />HOLDINGS -LL, <br />LLC <br />1E1m SDEL ma u,r� <br />E#R <br />"11,0:5-, <br />PP: 9A-746-1X0 <br />PROJECT: <br />BE I l Y'S <br />PIES <br />OF <br />LEGACY AT <br />WOODS <br />EDGE <br />LINO LAKES <br />TOWN <br />CENTER <br />PARKWAY <br />ISSUE: <br />5 -15-05 - Qrt REVIEW SET <br />L� REV. THIS SHEET <br />SHEET TIRE: <br />STRUCTURAL <br />MEZZANINE <br />AND LOWER <br />ROOF PLAN <br />SHEET NUMBER: <br />S2.0 <br />20,.19i.21X6. HARTFORD Nt. ,9.,5I55,_ ," .» <br />