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VC, <br />t L <br />115 CL <br />V4 <br />r-4 <br />(Y' <br />4 S 9 C- q L) 44 <br />(see 06-rr <br />C T 10 <br />V11 4- <br />0, Tt <br />Iff tit <br />_0 <br />T1 <br />B3. <br />D N <br />UP <br />c W <br />c- 4 &A f-4 - I., ­_ - <br />16 R <br />T i <br />4 - 0 <br />&A-t-4 OW <br />c_ <br />c <br />44 <br />7sUF' :EL 113.25 <br />_4 V -c <br />-7 R <br />OF EL 12 5. co <br />r <br />44� <br />I r . I <br />CCA_ j_1 <br />7 If-10 0 GENERAL NOTES' <br />L <br />P LL N <br />I• ALL CONCRETE SHALL BE CLASS "A" CONCRETE UNLESS OTHERWISE <br />NOTED ON THE PLANS OR THE SPECIFICATIONS. <br />0112" <br />2. WHERE THE SPECIFICATIONS AND THE DRAWINGS DO NO',* HAVE <br />PROVISIONS, THE STIPULATIONS OF THE AMERICAN CONCRETE <br />102 INSTITUTE BUILDING CODE (A.0 1. BUILDING CODE - LATEST EDITION) <br />G L3 I SHALL GOVERN, <br />+ �2 3. MINIMUM COMPRESSIVE STRENGTH OF CONCRETE AT AGE 28 DAYS: - <br />A CLASS "A" FCC = 3,500 LBS/IN. 2 <br />4. REINFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS OF <br />ASTM 615 GRADE 40. <br />20 <br />5. CONCRETE PROTECTION FOR REINFORCEMENT SHALL BE AS <br /># <br />EL FOLLOWS UNLESS OTHERWISE NOTED ON THE DWG. <br />' (A) CONCRETE DEPOSITED DIRECTLY AGA1.1cli T SOIL <br />)-- _ (8) CONCRETE EXPOSED TO WEATHER (*r- <br />OR SMALLER11/2" <br />(#6 OR LARGER)-______2" <br />(C) SLABS_-----_--- <br />(D) BEAMS AND COLUMNS (TO MAIN REINFORCEMENT)- 2 <br />(E 11 WALLS 1211 OR MORE - <br />WALLS LESS THAN 12 (0 5 OR SMAL LiE_ R)..... 1/2" <br />6 OR L Aft G E R 2 <br />1. <br />(F) FOR SURFACES EXPOSED TO WATER OR SEWAGE IN <br />SLABS, BEAM5, COLUMNS AND WALLS ADD 1/201. <br />EL.- il,3-50 7e.F-i� <br />OWL, 6. SPLICES <br />SHALL BE CLASS 'C" UNLESS NOTED OTHERWISE. <br />4 <br />T. CORNER BARS '05 YIN ) 30 BAR CIA EACH. LEG, SHALL BE ADDED <br />1- 2,13.4 7;, <br />AT CORNERS OF ALL WALLS OR THE LARGER -OF THE HORIZONTAL <br />REINF. SHALL BE BENT AND LAPPED 30 BAR DIA. AROUND <br />o P I L L EL ACK <br />CORNERS OF ALL WALLS, WHICHEVER GOVERNS <br />8, ALL EMBEDDED ITEMS SHALL 6E. PLACED BEFORE POVIRING <br />2', 1 <br />125-CJO CONCRETE CJNSUI.T ELECTRICAL AND MECHANICAL DRAWINGS FOR <br />PIPING, EMBEDDED ITEMS AND OPENINGS <br />9. ALL OPENINGS IN CONIC 12"x12" AND LARGER SHALL HAVE TWO <br />bpi d'5x4' 0" LG DIAG BARS EfCH FACE AT EACH CORNER OF <br />j OPENING UNLESS SHOWN OTHERWISE <br />5EE 01 , 7" 3%2" "RADF AND IN WATER BEARING STRUCTURES <br />10. ALL JOINTS 9ELOW <br />SHALL HAVE *1 WATERSTOP WATERSTOPS SHALL BE EITHER <br />6"W x 1/16" TH STEEL PL, AT 7 OR 6" W x 3/9" TH. (MIN.) P.V.C. <br />II ALL EXPOSED CORNERS 5HALI- HAVE A I" CHAMFER UNLESS <br />OTHERWISE NOTED 1.r1 T H EDRAWINGS <br />F r4 b' 4 11 iTrldr, kAAPkPrl Tkti-, (*) vipmwrr I TP U <; DEPENDINT UPON <br />Fs - <br />MANUFACTURER'S CERTIFIED DRAWINGS <br />13 THE CONTRACTOR SHALL CONSULT MANUFACTURER'S <br />CERTIFIED <br />-3 <br />E 2 <br />DWG'S FOR PLACEMENT AND INSTALLATION OF ALL <br />MECHANICAL <br />J4 <br />EQUIP' ENT, _OC'il! TION . NUMBER AND SIZES OF ANC14OR <br />BOLTS <br />tILQ bw <br />AND SOLE PLATFS , iF ANY <br />ILA <br />A <br />14 NO BACKFILL SHALL BE PLACED AGAINST THE STRUCTURES <br />UNTIL FLOORS OR BEAMS ABOVE THE IPJTENDED BACKFILL <br />4 T-1 <br />LEVEL HAVE BEEN POURED FOR AT LEAST SEVEN <br />DAYS. <br />F6 <br />W <br />4 <br />7 <br />4 <br />!14 <br />'0 4 <br />J�. <br />E: TAJ L <br />_1__4 OWL 6.! 2 4 7 0 7 T.'g 6 <br />ga l ii4i 411111011 ii Jill 11111115111111t III jljlflllll 111111111111 itislif? <br />Aw. ffle <br />612 SCOTT PAPER COMPANY <br />NORTHWEST OPERA flON'S <br />VO4F T T VVASHINGTo-94 <br />HA7E-."N AND '-;AWYFP <br />tI <br />A_ <br />