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FOUNDATION NOTES & SPECIFICATIONS <br />1 FOUNDATION PLAN <br />S —1 SCALEt 1/8' = 1'-0' <br />�.M <br />TOP OF STEEL <br />EL, 12'-9 1/2' <br />rh <br />8 <br />S-2 <br />' <br />3 <br />, <br />II II <br />II I) <br />RACK <br />OR FU <br />URE <br />L <br />EQUIP <br />ENT (VERIFY <br />Y <br />�_ <br />—'II�II <br />W/ M <br />') <br />ROO'IIIII <br />URB-OR <br />CURB <br />IIII <br />FUTURE <br />RTUS <br />(APP <br />OX, 19 <br />X <br />35' <br />YP, 2) <br />LIIII� <br />��JIIII <br />OOJ1' RoYNO� <br />R <br />FOR <br />TURE <br />EXH, <br />FAN (VERIFY <br />ROOF <br />F <br />R21'X <br />19'X <br />' ROOFW/ <br />FG.) <br />FUTUR <br />RTU' <br />CUR <br />FOR FUTURE <br />(APPR <br />X, 3'-1 <br />X <br />EXH, <br />FAN (VERIFY <br />r * <br />5'-7' <br />TYP. 2) <br />w/ MFG.) <br />L �J <br />LJ23 <br />X23' ROF <br />CUBFOR <br />FUTURE <br />` <br />EX <br />. FAN <br />:VERIFY <br />W <br />MFG.) <br />R <br />OF CUB <br />FOR <br />FTURE <br />TU'S <br />(APPROX. <br />21' X <br />'> <br />3 <br />00(InF <br />1 <br />M <br />IL <br />II'II <br />II I <br />CURB <br />OR <br />t3ROOF <br />E RTU' <br />OX. 19' <br />X <br />YP, 2) <br />OF CUB <br />FOR <br />(FtITURE <br />TU'S <br />PPROX, <br />29' X <br />6') <br />3 <br />6 \—TOP OF STEEL 6 <br />S-2 EL. 13'-4' S-2 <br />130'-8" <br />ROOF FRAMING PLAN <br />S —1 J SCALES 1/8' = 1'-0' <br />8 <br />1, FINISHED FLOOR ELEVATION = DATUM EL.+O'-O'(FDR ACTUAL ELEVATION <br />REFER TO SITE PLAN,) <br />2, ELEVATION TOP OF COLUMN AND WALL FOOTINGS -1'-4' BELOW FIRST <br />FLOOR DATUM, <br />3, FUTURE SLAB ON GRADE TO BE 4' THICK REINFORCED WITH WWF 6X6-W1.4XW1,4 <br />CENTERED IN SLAB, PLACE SLAB ON 6 MIL POLYETHELENE VAPOR BARRIER. <br />4, PROVIDE V DEEP SAW CUT C❑NTRACTION CONTROL JOINTS IN SLAB ON <br />GRADE (6-12 HOURS AFTER POUR) IN EACH DIRECTI❑N TO FORM <br />APPROXIMATELY EQUAL PANELS NOT EXCEEDING 12 FEET IN EACH DIRECTION, <br />5, PROVIDE #5 VERTICAL REINFORCING IN MASONRY WALLS AT L❑CATI❑NS <br />INDICATED ON PLAN, DOWEL VERTICAL BARS INTO FOOTING AND LAP <br />30' AT INTERMEDIATE SPLICE LOCATIONS, HOOK BARS INTO TIE BEAM <br />AT ROOF LEVEL OR EXTEND BARS INTO PARAPET WHERE APPLICABLE, <br />6, PROVIDE VERTICAL CONTROL JOINTS IN MASONRY WALLS AT LOCATIONS <br />INDICATED THUS 'CJ' ON PLAN, <br />7, ALL STEEL COLUMNS SHOWN ON PLAN ARE TS4X4X1/4 WITH BASE PLATE <br />10'X10'X3/4', FOR COLUMN BASE DETAIL, SEE SECTA/S31 <br />ROOF FRAMING NOTES & SPECIFICATIONS <br />1. ROOF CONSTRUCTIONS 22 GAGE, 1 1/2' FLUTED METAL DECK (PAINTED) <br />WITH RIGID INSULATION AND MEMBRANE ROOFING SUPPORTED BY OPEN <br />WEB STEEL JOISTS @ 4'-0' O,C, (SLOPING). <br />2. REFER TO PLAN FOR JOIST BEARING ELEVATIONS, <br />3. ELEVATION TOP OF STEEL BEAMS INDICATED THUS (+ > ON PLAN <br />REFERENCED TO FIRST FLOOR DATUM. <br />4. PROVIDE ANGLE FRAME L4X4X1/4 AT 4 SIDES OF ALL ROOF ❑PENINGS <br />LARGER THAN 6'X6', EXTEND ANGLE TO FRAME BETWEEN JOISTS, <br />5. PROVIDE ANGLE FRAME L4X4X1/4 BENEATH PERIMETER ROOF CURB OF ALL <br />ROOF TOP MECH, UNITS (REFER TO MECH, DWGS, FOR LOCATI❑N), <br />COORDINATE SIZE AND LOCATION WITH MECH, EQUIPMENT MANUFACTURER, <br />EXTEND ANGLES TO FRAME BETWEEN JOISTS, <br />6. PROVIDE HORIZONTAL JOIST BRIDGING L1 1/4X1 1/4X1/8 AT TOP AND <br />BOTTOM CHORD OF JOISTS SPACED IN ACCORDANCE WITH STEEL JOIST <br />INSTITUTE SPECIFICATIONS. LINE OF JOIST BRIDGING NEAREST MIDSPAN <br />TO BE DIAGONAL BRIDGING WITH BOLTED CONNECTIONS AT THE CHORDS AND <br />INTERSECTIONS, IN ADDITION, PROVIDE DIAGONAL CROSS BRIDGING AT <br />EXTERIOR END 3 J❑IST PANELS. PROVIDE SINGLE ROW OF HORIZONTAL <br />JOIST BRIDGING AT FIRST PANEL POINT OF JOIST BOTTOM CHORD FOR <br />UPLIFT REQUIREMENTS. <br />♦ ` <br />� <br />c <br />E <br />04 <br />J <br />N <br />C <br />LL <br />o <br />�� <br />N: <br />� <br />C <br />Ov <br />>� <br />a <br />JM <br />LL <br />J <br />LL <br />40 <br />>Q <br />ON <br />J303 <br />Cz <br />> <br />U <br />>` <br />Q <br />J <br />C <br />O <br />IL <br />C <br />Q <br />�j <br />J <br />1 <br />Ll <br />otS <br />U <br />q' <br />L9 <br />g <br />N <br />CN <br />O J <br />LL <br />Z 11.1 = > cM <br />O U =`� J L <br />5 Q z0cn <br />CoCL <br />J <br />0 Q <br />U = m(2 <br />w d- m a. <br />z N (0N <br />Revisions: <br />8/28/07 - OWNER <br />2 REQUESTED <br />CHANGES <br />9/24107 - OWNER <br />3 REQUESTED <br />CHANGES <br />LL <br />_ <br />Q�Z� <br />�zCL <br />Z <br />OU <br />O <br />(D <br />�-: <br />;m; <br />o <br />m <br />Z <br />_z <br />9 <br />� _4 <br />r <br />7-) <br />O <br />LL <br />N_ <br />LL <br />Project Number <br />06082a <br />Date <br />03-19-07 <br />Sheet Number <br />S-1 <br />