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HomeMy WebLinkAbout0064.95.4CAST- II-AM, CONCRIE I -F .. - .., .. - cvns* ww tie: apoww poc ri d"t -C�! Y' compressive strength 4,000 psi 1. AC i,21; f.1, d � >lor �: � �• end �9 a .. t�rat!l� rte: -pea gravel cc, • b' sand, ASTM C33 2. flits .. ' tiiOr Stnxfai>Carxxie fior. $tiY�lir' - � , 4, #I �.. 296 to 796 3. AC130LI R "Ck� f0 C nMft P104 aid 460 d. Mi cement ratio: 0:57 lb/lb , 4. d I� 4cdcs:t+0► and miscellaneous grouting as shown and iced 6. M 349, t �, CIw14 + Bc day 7. !STM C3t," M&V And CAKtr►g in Row Field" s h limestone ASTM C33 3/,e maximum size 8. APM C33, 'Standard Sp601ftMA rt tlor Cawretir Agy_ r49ai _ Fps sand, ASTM C33 9. A1hU C040 " Stanndard Sp90ftak ► fo , R"dy� -Jr zeGl C6erote e�` s, Air' 6.096 (plus or minus 196) 10. ASTAA cA43;,_%tar nd Te*t-fuel * for SkvW d PqrOWN Conar~t cNi6sw d t�ernent ratio: 0.45 lb/lb, 11. /SIM C160,.'-;�t w1&d'Spvlkvn for- ir+er[tlll d� -. ' K .pent, orbs, walks, walls and similar site or exterior concrete, as -_ 12.. ASTM C17 ;, »Sp6ndard,M 11 d ai t=rssf i Minlp t mmAa w tali ral concrete expensed to the exterior 13. 106tH' 'd.$pevi�on for Ply Ash 4nd -PAW Or Cuk*Wd N01100 =&MkWalA*nb&mInPorMo*CwnwtCWWdW ... : - g f el6on and design mixes to result in concrete slump at point of placwnwd 14. ir>iWm Dep&ftWvt d H Y%'SQ d; illosf�eal�' _ i!1 ivsrs: t.Msi. concrete: Maximum 3 inch slump Ca>e s mix Gnat 2 -MOID: :. Maximum 6 inch slump, no water reducing admixtures i . Ct1Mls A Concrete: 26 deaf Compressive strarngth 4.000! Psi a. C AM*qmb: wave, or-crushed stone,.AOTM C33,1" wise _ b., f4pe a99 : sar 4 ASTM C33' o. Air entireinms t 4'16 ; d. Mvirnum mlo: 8.516 lbJlb s >�aa e. Uses All undet9wUnd MWINts ftx* Womop dI- 4 a m -U•./M') Ha0mId, 2. Class $ CvrWOU: 38 day Celnpro a s>brer> P. U4J M r- s a. Cusp a�reWW. W-gM or.crushed stone,1IIS M E:33,1'AvU*v **M 1A b, Wne : sand, ASTM C33 v rM .0 4) 4 C 600 _ Ql 1410 41 E 1 e. Uvvw: A irderl oi► jMdt = 3oppiraq.. i t natal iii! stars, +ei1p. 11 4 " - -- 14 -0 4'8" D •i A•1 r-ini LL'FTG, 24'' 4 " SLAB ON OM EL FILL- �LbCT. Mir1>:��.t��Vic� 1:NT. :P 'DN, 1LOpl Te PPLXN t4 I 1__ S•1 A -4 W IN s M 1. Top of poured wall 2. Brick veneer 3. 40x 4'x 1/4' stl. angles 4. 4' stl. deck 5.6'x 6" wire mesh reinf.- 6. Cast-in-place cone. slab w/ formed edges.. 7. 1/20 expansion material. & Prs. trtd. 2'x 4' plate. 9. Pre. trtd. n- 2' spindle TA(,K WELD DECK TO La,JEALANT ELSEIN4t�)B Fob 601161,ETI✓ CONT& R MT. _ I - I ry 1e e, �I I I I 1p1sE�J= 11- TF,EADS ; 4" DA41R TO ;IPA IA DfahIK 4E -JEFF- S -1 4' EtAsF,G. OVEN rLo W TO SWAP i ST ifiS i2.�4�i 14 <O <' -''_ 4r37j :°0.11 �► I (- - - - - - - -- - - 1 - - - - -- 417CA1'T 1ft ijLAG!✓ GONG• Sjtpi � � ' - - 1 M � � --+ � I I JSf,is8s,s= �`S��'@, I fi I .'vNJM. ,- - -- - I7 TREh.D - 11 EA, � h I I o I U N D 1�. SC u 00 L � ctiryr►LcV> =� ��>r ' - - - - � I � � I I$'X,g'x c�N cM.ti. - ZYPI�� 1�4nEFS I _ S E. DN. i T P 5 x 1L" GONG. U4, YY/ 4 - #3 4 °x 4'?.1(, CONG,'FTG- w/ L f 'I LL i3��,s• EA YYAy 3 . #S i3Al�,s^LA. WAY m 1311E 4EAD I I TYPICAL spANS pO�, - - i TAI PLeeP) TF ta55ES -- - - - -- - - I - - -I I I ------ - - - - -! -- - -! ----- -- - - -I -- _ ----- - -- _ J= -�-- T - -- L4M. $E&M RACKEj --- -- - - -. -j LOps13 I ,� r t I �4 vi:f ley coNnlrlores I - I L-- �- - - Na:E� ¢ I� EA � � �, Z � 14 S Lh 13 ®v �� G RA V ErL )+ I L L i2 k lG�� LAM BEAM vl - - -- - I II I I i I -- I - E PhINTED,' E1A� p��'fi I TL. IU�E G LUMN S -- - I / r - -- -- - - - - -_ 14 WOMB - - -I I Y�.ULV, N D = 56L DI. S8 Gj10N - - - <, i� _ - •� 4 Q, 3� 3 O i 4 1 I I I I �-- V>�ALL FTC. 810"JT DN, e , ! l LL/ P Q, © 1 Y. • � i I I I - -- 30'� 6o °x�I��bR � i -f--- -- -� I I I I 30 72'kr�4a TEMQEP,- \N �M �Gu y f4l flR -E SU P. t STEm STANDFJPE I I - - - - - I ED GLAtl :IN WD. �t3. n, F y . 7, 3' 11 % S I Li I I - II I __ �I�+�N i 1 Uri N 2. I _ 1 19 � ' • � � � .d• II I I UP SINK 1; .a u u• SUMP I ----- -- - _ - ----- - - - - -- -- II W A N :D 0 W W L L T 12� 8" 24• o'' 3 '4 419 Foundation 1 rawer levet-Plan. 5F- NOTES -A -4 YCALE; V C w CL 3 4 L Q z a � z O z © .d - z E E 3 Co o. C cn a� 0 t"02C 2, c� o Zr � 4 : t_s ►- O = a cc, a .'.1 s +y soon y q[ V C w CL 3 4 L Q z a � z O z © .d - z E E 3 Co o. C cn a� 0 t"02C sheet of �QD m O .� a .'.1 s 1 m soon a O >+ 41 .0 . C .4 r-1o4jm - 0 � w a4 W00am .J H o uoo6­4 � a. a H 41 -- O +1 4 W U m \// mmAa .� m�40C:- .0 1A 40 w U Ombao0 41 W imam 0 s >�aa a m -U•./M') Ha0mId, Mw mr- U4J M r- s 1A ►m��N v rM .0 4) C 600 Ql 1410 41 E 1 D m :1C 1� U •r1 4J Cr) � O � W 41 0 41 4Z a. m .•4a0 0 •va 0OU.0M0 1aU =41.4 � _ aM0164) m .0 -4 M4j 4j � .o b � .c co W �ma 41 41 O ._4 A � Om9:ofV cc 41 E ••4 rt r+ m 4) U ­4 >+O a (M) :j 00-4 go .0 ••1 A A A a (A N sheet of