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F� �+7 3' = I �a'I ` till SF41QD P� LY�r QO8 e� h = ZOIa P�Nlt�ip �r WOsZ 'A Ai I -fi` ILeo 4' �1APbAr5E - -- ' • 'O r DAR TR!M / _ r C 3 F� - - 4" CNG °i(1E Z=L AY i AB - - 4" s -5HT `9TL . GAP FU5HIhIG J - EXTEND 5-aNC -+ �GN �='-D 'y �LAIy CEDAR VENEER o t _DGE OF BLD/w 5 - :" GKA iE "W2 WIN./ !J/ 5HT L' rj rt c _ - 4: R>� `_: K �`v / P M`L GGRhE2 RL%vEA.L a.�a ---- !4 5-ECL P,¢ r g .O BALL GRNEPS. S:AIN - '' \ ( zAl _ , '� ?O ,kI SL DG. s O OF �_ • 45 I u ` y ANA GK � D 4 -f F/-I-� -- - - -- /_ `vr , I N �\ 5"vi'.. l I JD �T5I. •� Sp c, -� 3' O 3 5 ' s- � ' Z%8 S' JCS GENTEKED Zr f r / z t 4TFi p/q" \ � ! 44C R SLEEVC - lX i` # t - UA;;aASE 'Air• ON iO'JNDATWH 'ALL as' : I /- r" / ✓ / � I :i ��f �� <� t�:L/ v �/-`I 1T _ - — -1 - _ 6AJL< 50'4 SIDES Tf? `rT r �It qz�l 45 ,ap 3 D - r� F _ I , N jill CO yG. PAD 411 wzAVE L \�\ , • - �(i+TE A ! L Ti ES :\RE 0" GO"G r9UN;ATON WALL ° (�-6/ L. .4x la _ J. '_J. / f yl`H SPIKES. - h T <r. K ;nu ,_ c ► Gli - ,-w �o�y„ ATF�F� _�vu� . ��<�T��_ = � _��TIOI�i - <��v �r u.I� - - r��x �ra �. iu_ L � I�_��G�T101� ;=Y� �� auxT . Wo. ¢ � � /z = 1 0� - I�n : 11,I 6ILI LID I �.! r KJO , 4- \� fir+ = i '-pII — �+IPaD a X4 . f," , 2 � t � '�/�T; I ott a3G Ilt. ; !� �1 LYE . Kjo. 4 II• . L f - - !✓�. l. 5 0Gv y c r<v �" . a 5 1Z ?AL Ra `IG C 5 Y EDES >;rc To ?E T - � c - - - - 4• / - is . 75a�MAN a, 5'' R - I%4" 1 D. 5"E L P F'= f - _ - 2 % � ZG ,� • ..GNG 5Lk5 FL �P 5 `0 3c sp% GED j RAIL_7t GOD E.9 - 1 ?I - T O'' 4' t20PD 5: bTA!iGEKED fZOLJ � ' �r'!OCTH ALL JDiNTS .r. c T'- 4 Z>D ? 5E 3 � _ - ti - , J�i�al nl �ZE'STf1ENT. ALL i _. , c % (o br'R'..IGE '' N6ERS J, 'NF_ TI ,•iEERS -> 3. E O. 1 I i I I _� _ _ — _�-� ��-( • � • Y '� – - " " - Id P Ic�S. v - as. ° r SGS / r V I -2k dive 3_rX� . f`JU • �' f ? /[� i �� �; ' t; ?-�T_ _ L_L --� ,�— - - ( ) �CIiTIOti ' ; " 2 <JItEhTN _ I I� � - -YfP ''� 2_TT1'GE_GU � 1/.TFr�IL>I�J = W z / o f �� ) ti� - I - a -rX�, ►�v 2 3� - I d 3�� +I I.J P�Lr>lT I.Y<, 4 C/) T x� * IO; --- F . D 5?EEL "PE O SEE I'LEV. 5ELOW it k0 i�IN`E51 yELD y ,ll ANG GRiNO 3M00`'H ' _ 'd ' s r I ALL <0,` S f 2 '� ' I . / i" LD 5TEFI, 'IPE 1 \J 7 � . cr � III_ izAIL- �i;ELD, 4RIVJ � I -ELD >NG SMR9T� /f. PRIME ;'OK D --blt '0D ° LIJ .,"�OTrt ALL r".aiHT 'J D' 9 o pl'�� rip: , i le STEEL '; FE AND — e' - O,TrI O _ y � I - IN . - �'� '� i - - 'r4 GJNL 1YP / '�EYs-o _ -� i T_ y / - - _ LIZ _ n d' i e= 4 RA3jE pATti 9 N i ( II/ a r mi it / Z, 4✓3s7c � o• v r 3PF I � .. - _ _ - -._ - r- I 1 _ 9 j ; b - o • o S'ZJIE " aERS LLJ * ( GUL. ftE'A 4h`14 ALL - - -- ? - EX°4hD-: %OL"S1l Rc YE -� 1 n _# _ r 7a . . D STEEL v;?E '�,' _ �9 'e _ 1 • -.-0 I f 4 ykAV = L - sc % r 9 0 1 �Ai'i `EJ�. h. EL 2 A? D 3UILCina 10. S S. - - = _ c E v: -- - g4. = - - b :rR �rrD S,n.�r�-i ALL Y - -- 22 .i - '_ 1-- - - r ' GREDSDT _ TcJ.7 E� YLAD2.'`£. • • 2) s SD5 AJ?CH'TEGT ��11LL GLAZIVY - > ° -' NOTE ' rIELD `XKiFY 7ETA' _S T !ME G'r TkOf \LL F%JU114 DIMEH51ON5. : . - f r /, ✓T� - T F? <�rGY/f� :i _Z{ � saw- �A r ���� J _�J -//>t�JG . <7rt1V Fz�' - +� - - - - - - ! r _ ,— � / ' I r I . � TIO �J - -T1 �^ hl7--E ��rAl rz<� � I� I I I ( owl" r \ / p //�/ 1 _ - - _ — — � � � /t = I � t 4 ' D ' / �AIJt`�Ct 3�Y� . I.JU. `'� �� / r , o I _ ���� I n F t ^' 1� T. L .r�_I. j �R�LJNC� A r �VI ; rJ - L tiJthCg—_... ,!_ �+_ `i0. 1 jI a ,T — - - --- - — -- �+ e � ✓a I -v" En -9'- -t w u n n ID 3' D' � n 10 3' O ' T d!4 ' D STEEL PIPE PAIL ' - 4� 9 n / m : /Y = el5 f 3_ ` _ A /41 { f 3 r � _ ,4 . a r gT m r 10%a ' r f ciTO AX4.0 / G y'EDi WrLD A4D / 3` : : I " / r STEEL P: :' / aT �4 l ; " fyg.. 4 I 14, 11 `L ao _ T - ! ND SYOri A:L or ° _ F r 'EE . D S EEL - - - r 5/i' T(T JOINTS, s � = y Kla''- ; P414' E✓1 P4 D S L ;'_ 'O^ 3' O" PIPE R?JL �ELG � Kl �9 o I Tc !v' nu"H (E �\:1- . MELD, / i t f� KND WOO H ' oQp t A`+GNG2 SLEE1-E - bi _ _ _ cx . G 'i z 4 - _ / - - - - -i /q l' -.% j'_C_ ' FF �t 5051L OW wRACE /a5 [ 4R� D ODi 4 !J. TiY� au -�- - - -- - - --- -r- --- -- - " - - - - - - - S f - CAULK - TYPICAL . r o E S MME rOK H _ D PRIME EGR Q p r _ E RA !L oAitiTED) - - ,! �, g _� YNNT L e r I NI r • •,z / ��F - 4 n ra C � w�� FNNT / N - /� / �E y KOAYASE F— ZA✓ �S- II f f. F' '� u1 r 43' ZT�Y i. .o a�oKl0/t0 1aJ. �. �'. /. - _ ✓1 r f - - ' e f u In 4 7 r r = r w o o w v - 4 .G�SE ,J H` .7i' � .i. L. A\0 4.SR nI iY/ *4 � yT. : rr. i / I i_ ' ']—L S 5 " _ 0-; T ^ V TKl ! Pi yy _ a ' a. / . 4n _ .S � - r 6' D, L�N�. Q \Y . -,4Se r _ a" N y u < A. Y ecaE N o w G � � ' *4's a 2'' OG, n f \ a° 7A . �tiL. - r ,: f. II A � F� � 5C_Air%a ,v v -Y 22 y — — / 2Z � 4, 1 y r j 14 G% - e) -/ -- � 1 - `60rJe.. 5,TP� >rAlk. Ir5 <>T�� r' 4" i� UVC� 'YP �/- 0 I IG � • ?F'T- . ,�sp�L1_ - (�1� � `- .(��I DN - ?-?-r;—�> -- h-7lL! _K- _ �� � y .�i� lO�� -^!tF-'a. P1�F I.r L_4 4 _J / RAU R - 0 %Co. K 10. � 4 . .L � � e ITS as k2)*A5 e'. 2 ep 8= 334 22!0 22!0 22110 - 2210 - - - — - -22' 0 21-- - 22110 -- 22-0 - -- - - - - - 22 0 8 =9 12116 //o � ¢ - - d 40 , __ - - - - -= -- - - -- - - - - - - - --- - -- - -- - a a ► �t - - - - �A I �- � -- � 9////'s i _ 25 =_O � _ .- - - _ - - (03=// o4 _ _ _ �_ °� - - _ < - -- 1� :/'O C/'O Y/O CI'O i C//O //'O !NO //!O 3 .4 / !3 / 11 (1 --- --- ➢'F ----- - -- ate- - - - _ - - pa. _ . - .. ._ _ N _. ... . - - — -- _ _ .. oL - - II e- -- D� a I i - I - a - _ .- - -. I . p�to ♦C I I I co -- I 1 I I I ! I f I (386 '-8) C-384 ,c \'• (38/.'8) (386'6) (38+=8) j j I ; I - - - ---- $ •- 3 3 COW. f%"clefs TP/LES B C g a i � 12=6 4 � _ - 22 - 4 ✓10 . 1 S£E SECTION 4 I s I - FOR STEEL PIPE ! rz y I 3 II SI � ' n : COLUMN SIZES I I SEE S!.'EET 52 `F X3900 3900 138G�8) ' tl• � - - 1384 L8 ) 3'4 . 8145/2 T O C (386 8) - -- v (386[8) � � (386 '8) r 748'2 a 8" - - CG_�72 I I SAM, ' . i ALL 8"CONCRRETE GRADE r4 , 3 4 I _ _ WALLS ARE CENTERED I / I T1 P, f3LOCKOUT „V I -- ' - �� : 392- 1134 : 392 p > 392 114 ; - l rro v /r / I - f ON COLUMN L%NES - = TYPICAL 4 CONCRETE SLAB CONCRETE WALL @ J °D. I ., SASE OF X - BQACfO � ` � _ I } '' - Ir - � 9 UNLESS DiMEVS/ONED ON 6 GRAVEL LAYER ON COLUMNS E O ! S1 3106 �) � + NI / I GRADE /COM �ACIEO F/LL , A a . \ F q 6 , ryl i ! Sf I SECT/O 2 � ; 3-lO A (386 B) (3B 8) ,\ A ` I OI Ly O � ! REINF02CE SLAS W/ 6 =6 - d ( 56 'd) o ' I ; (38/+=8) O ' I C36(. 8) I wl I ; 1 �. I I Wi,4YWl. 4 iYWF SLAB TOP. DASUED OUTLINE I ' '- j 392 '-1134 I INDICATES CONCRETE - +' t� ° j ELEV• /ND/CATED NUS ! TOS = 390-G ! / fii INDICATES AREA WITH =0 OI /ND/CAT6S 5TEP / LOOTING TYPE SEE I N - - N CONCRETE SLAB ABOVE ' -t MI CCNCRETE SLAB 6EE SCHEDULE 392-0 I f ' = 2 / I '� I - 392[0 c _ - /� " -- S3 I @ ELEV. 390- 6 SEE ARCt// CTS O/. GS• , _- - -- ': J SIM. SuEET S3 � • I 'v 8(<8) 16 F F F (38q ! /0) n i D r } A p 4p er F V� a+� i 3 (386 8) A ' ' 3 ,F 3510'4 1° I . i 8 � /. N , , (389 /D) (389 -/0) (3868) "0 '. R 3 (336 ) I v f & �O /.� ,y�/gyp /y P I S ' hC� ' ) I I I�2Y Y� W'Jll I I I i ♦ , I 1 SI C ros ° 39vVo 'I G SIM. i D I /389 /o) 4-lo - iGWELEY. 1Aii5 S3 a0 390-01 °Q - 51M. , 390-6 . -390 Os ? - �- - a( - -- , - 1 TrP TYPE II (38G�8) d- - -- -- ' ) p PROVIDE 2 -O SQ. ' I ' P OVIDE 28GA KEYED �o ; 8 (38010) C (3BOO) C � -- - - , Y 114DICATES LOCATION OF � I ISOLATION JOINT /N M : SASE .� COND. -- -- - +-- - , — 8'=.: . 3400 3(/O _, „ CONCRETE SLAB AT OR ! 2 DEEP AWCUT - - - - TYPICAL 8 CONCRETE : I I STEEL X - SRAC/NG SEE /GRADE WALL ON lL4 ALL COLUMN LOG. CONTROL JOINTS /NCONC, I - 390!02 r M f � ; i DETAILS SHEETS SZtS3 TOS = 31906, Y✓) � ' ! ' SLAB ALONG ALL COLUMN / = I m . C3s6-8) HIDE ■ 8 DEEP 6014 T, I LIVES TYPICAL l - - h �m 390 Ito , 1 CONCRETE FOOTING \ SI 2 3r'Ci O z -- . 11uJ I oEE WCNGYlY f N i + SEE SECTION 1 j I ? r I / ONF/E!/ 3�f1/5 I M I -i, C - I - - - - Sl -- — - - T05 = 380 6 16 '4 5LS I 38'4 � ; 9/4 I I(e'-O G O { � 12�O I !0 ( 8 a 33' 0 !2 ( 3�N 4'2" 8 0 FOR STAI.Q 4" 4 - - - -- --- -- - - -- --- - cn TY„ SITE CAST cckc, - -- - �'f�- �- 2 =0 ; i t m F2 M/LAG SEE COL, SIZE WHERE \ „ S{ Sim. 390 '0'2 8 41 j T IQ 6 GSZaIEsW� ��w o ap O AQCNS OWLS . � P Sf 390=0k JI ro I r- -�} TYP YPE I BASE' '\ t / F \ ; a�tu tires N : N SLbWN THUS tip - + \ :k \ fP COND, - _ n `00 , (386=8) n — � _ ` 44" I 3z" �C�` 360 '02 > - - -- - - - - - D - - �— - - - O . N �/ ! > e 7 i D I (386 -8) O E (386=8) ` 0 E (3% 8 ' S/ r r E ) E (386-8) t (38910) s D S3 I V - - (386'8) 39010'2 _ 'n r3g0!Ox �3 -a 2 Toy = 390-6 _ = i `, I f } ' SIM S3 ► I in m _l - . IUD/CAT E5 SAT/ON OF -- - ! -- IF - - - - - _ _ _ T - - 2x6 BLOCXOUT /N CONC. I r i 390 Oi . ;� I � Y to5 �39OE6 p O ) O i p if GRADE WALL SEE "--ti--� SECTION 2 _. _ 0. ATV6YACLt - -_- — — — — — — - O 0) (380 3 tom _ 3 SI - B dOCNT i — - C I (386 8) f3 (386 8) /3 (386 -8) - -}- 3 (386-8) 38��u`) W: ?f10 di 390'6 (386 8) B (386=8) e 1 (386 8) 8 (386'8) Ci `� i all / Y I / ! , I IN ? Y Y 9 -z 2/- 72_ - _ _ A TYP. SITE CAST CON/. - {Q��' _ _ 2/-72 42P �_ 4 4 - ,BOTTOM OF CONCRETE '/ O COL, SIZE WHERE a SHOWN THUS / I I I I S/ WALL SLOPES UNILORMLY 390 G N i 8TWM FOOr/NG5 WHERE w C— O n . � / R- SIaOWN Tl{US C �3� 4 C C �` r �� ) - �: (�86L8 \ TOS = 390= \; r � : DC /O) (382[8) I J /NDCCATES ITEMS CHANGED CRC ' - - � - i' - - -- f - Q ADDED W/TN 20 JUNE /980 a D 3 O O .. FOUiVDQ T/ON € FIRST )CLOD,? PLAN & x / _ 0 PLAN NORTH \ REVISION > ELEVATION TOP OF CONCRETE FOOT/LAGS /NO/CATED ON ,ALAN THUS % (ELEV• ) ELEVATION TOP OF CONCRETE GRADE [MALLS = 390L6 UNLESS /ND/C4TE0 CM PLAN TNLJS % ELEV• I r TYP, TYPE III BASE r 4 34 4!0j ' - W _ f ! 4Y 4Y ° W CONCRETE FOOTING SCHEDULE �— - -- _- - - 0-_ - - - -- ! N Z �` TYP, AT /LATER/OR P/PE COLUMNS � mw 13 � � ,VOTE . SPREAD FQOT/NGS CENTERED .3COLUMN (TYPE III EASE !2 CONL7 ,DOUR O LOCAT/ON5 UNLESS NOTED OTU62kii ) Q 1 SIM . FOOT/NG CONCRETE SLAEi DOk/N AROUND -► i TYPE S/ZE RE /NFORC/NG COL EASE AS SHOWN I TOS =390-6 SI O TYP, SITE CAST CONC2c' TE COLUMNS (386-8) (384 :g) (3EY :6) - A 2!6 = 2.6x1 ! 0 3 - 05 EA . WAY 3o T. RE,NIORCED As COLLOws \_ . _ 1 3 3'6 IF 3=6 x /LO 4 - 05 O '� : 4 - 05 VEI2T. WI #3 7/ESO !O 'r - - --- --- - — - - - W 1 C 4[624'-6 = ISO 5 - #5 Y - l6 '0 ; 4 - 47 VE2T, W/ *3T/ESCI /2 I 3 C C } E 6LOxb-'Oxl!3 6- '15 " I ! 1 �40� id � o ! I F 6LG =GL6 = lL4 6 - '16 = TYP. CONCREtE r=LOOK � I I X29 /6 ! O SLAB SEE PLAN - FO2 SLOPIAI EXTE,ZIOR _ FLEXIBLE �O/Nr r3TWN• \ - � I 4 5!41 , 34§� 0- I �� CCVCRETE SLAB SEE T CONCRETE FLOOR SLAB , �. - ,a -- ---- AGCN 'S DWG$.- - - / � GRADE WALL SEE I PIPE COLUMN BASE ,� SCHEDULE s ARCH9 DWGS. �` rt — — - ' J �! - LiJ 390[6 ^ C I 390-6 I 9 /O : N07E ALL BASE R s ATTACNEO TO COACKETE I� _ ] _ — _ fE t- _{ - C W 2 - 78 "d x l '- 6 ANCNDR BOLTS WI l80 ° STD Nooks -` - T' _T — ,T- "� - y • . - - . • PIPE BASE R BASE /2 TYPES - - SIZE O/MfNS10N5 (� w �� � ! ai i _ ! ' F' I I 340!/ °- FOR 1GRfEN :41ALL a bl c t 3 ST0 4 '2 /O 7 34 >w i i %- _ I N t t -__ -- fK. {INiNG SEE ARCHS k# I ro O O TYPE I r I - 10 4 COLUMN OOh/EL 5 0 -- - I I - OrYbS. 34 STD 5 /O 7k 34 f - - 4 - * x ' 4 STD 5 I lI 18 I ,r-12 5 3 -o W/6X i I CONC.2ETE FLOOR SLABI I I ( I ^ TYP, 8 CONCRETE G?ADE ' J Q 5 S7D'SX G /2 9 /a a WALL CE/NF, W 2 - "8 SEE PLAN I - TYI? GRADE WALL w/ I d w / n TOP 4_107. °4 VERT. I " ') I I LD I / ' COLD N 2• (0 .-3LOCkOUT WHERE C I �NGf'ETE o' r W/ !o STD, NOOK 0 4 I 6 M 5upWN pN PLAU r I I n' t?Eii4F. i�/ Z 5 GEkZ 0� ` FOR WALL TOP ELEV. DOwEL3 = 4 - 7 . 30 I I 390.6 MR H�X�C: i 1 � _ TYPE II C W " N00 K r- -- — ---7 -- L- ` �' ,�i�L 1 `v SEE PLAN 1'2'CL,e. l b lit Or o II , ih ! f - I - SEE PLA:tI T - _ • . . - *. } °' O_ v '{ t_ J TYPE 171 o' ,� - - _ a".z � r z � �-- I � ? - �`5 1NT• � d .d �vhNO `, j f - �� W : t L pal KORrZ. r`GP BG7 - 12 1!3 TY/? ; = 4 AIDE x 8" " h AS SNOi1/N. Y+ ;O— i ry DEEP CONCRETE l i 4 n i. - .6 a _ COOT/LAG SEE PLAN vl } TYP. CONCRETE FDOT/NGS � � '' %jo- - �'-- tia - EQ - pI _ -- FOR SIZE .QEI.4lFORC/LAG SEE SCHEDULE -- - Y _ t = THICKNESS / Y / la SEE SCNEDULE- - - � SEE SCHEDULE �- - - - - 2'O SECTION S , 34 = 1 -a - � z ' SECTION C 5 �4 '= l '0 S� CT10N 3¢1 S EC T ION s, a4= o C n 81334 I 22-0 j 22'0 22 O 22=O 22=0 &0 22 ' 0 22-' 0 - 8 ' 9 12 '6 I /la = 4 - - j 4'5 _ 04 vlm j INDICATES COLUM/ A hgt/ ASS SEE AWNS. I 3 I �O I I (y) =n I I \y� A �a k 9'- 3'Z' - 5 3� ' �aq 3 %z� '�I _ 9 - CSI/'zu 92 u^y3' `1'-3i2° 3w � • „� rQ / PY N -- -- - - + , i � U -. _- _ S2 , - - v— _ A - - . • 2 3 INDICATES STEEL SKYL ITE I F2AME3 , SEE RCN lS Dh/GS i I I O tto {-I 1�4---- ;.VDICATE5 COLUMAI h ; / h - m >t SECT/O;V 4 - I `� 4 BELOW F. 'tv "� QFi I I U ' _ �h.` ' P\Q � W/G •16C401 -9) Q P i _ Q P � - -� - - - - -� -- - - -- -- - -- -- I WE9 SAC /CE 3 (o SLOP/.VG STEEL JOISTS %I 1 �p 0 p i X83 e.I ®9M3, BELOW I - C°) SKYL / tE SEE A eCNS i \ �y 71 y'�;/ INDICATES TYPG OF ( Z STEEL x-BRACING SEE r SZ 4 SCHEDULE SHEET 63 . . �� 53 I INDICATES LOCATION _d r + ) W;4 ■ 22 '401 1 1 I CCC VVV - - n m JiJ 9 OF STEEL X - +3/L4G/NG S W/4 21C441 -1� C I N 9ELOW SEE DETAILS -- � ' M 4 ,3 k®4!Ot1G =0 ' ' # '' � SSP. 4 0 = CO 8'z 4SP. C�4-O • ?-9z , _ M p\4 d!>� Q . � 0 N3 STEEL JOISTS W14 ` OE I x !� m W . a * SLOP%,4%y /3EARINGS - _ 7 � , '� m a I I ;. $ N I WELD Coal L TO iz 3 3� rOP CHORD OF S2 t_ M JOISTS \Q -- - - - b•2 4(x/' 9 `� x1 / Iq) I t- I . W/ /o ) 4 22 n// 2 , ' n NI mom# h1;4x22C4JOLlI g 1 N . �401L9 ) A d1 W ;4x22C4/D '-I! yS0 .�JT52r2 • v @2-'O . --- _ • _ - o - - . � C w V 1 a ' ` p rot p� \�P _n / /�,�. f I I O \ rY/2Y26 (401C6 'z) 12 + 50(400 /i4) `} I � , � '9 y h S 52 �'�P I \FOK ExrERIOR StA /R w ry 3 e I_- y TYJ�/CdL FLOOR CoVST. y m s M i GRAM /N4 SEE �: I h ' m W i 3 "CONCRETE SLA3 ON a 0 ' /Q\Q I Sal S/M. �J\P N I ARCH S. DWGS . I <} W ` ` y �p- f ' N O W / 26CtA . CORRUGATED METAL `} I Q I I � DECK . REINFORCE SLAG _ hi Z Q S W/TN 6x6 ' Wl, 4xW/, 4 r n � , ` r STfPCONCRETB - ---- — --- - - - - n 'n '1\ In '� SLAS DOWN 4" ■ " +. ro a0 WWF SLA3 TOP ELEV, ap op m Yl ap 0 _ ` m. x I TOP ELEV; ' 40/ 3 X y�o N I c� 3 = 402=0 Z p m I IN 3 LOC. THUS - OFFSET FI TTED z h @ Q 3 N J fn" I2 / 2.2 1012' 1 At STIFFENER 4 " FROM COL ! I I N - SEE SECT/ON / WI - - 2 nl TYPICAL CONCRETE - l yr\ 4 9 S2 COLUMNS ljELOW 32 � . � S2 1 W/8x35 (40)- (02 I` lie 61M. � -�- � WHERE SHOWN , •- v— _ - ,� \ 11 Tl/US s P ( P ` TOP OL SLA3 � � I A �— { r_ �--- a " �--- � a---- 0 4 � � I P� • 4ot 0 \ P,� + I I -� \4 _ \V I I r • A .yl� A _ _ ar ,N� d,_ LI 1 771 I " : I ; a a - -°�' L /A "� VJ E- - - - -- ---- � '' / ----- - =-- �r3 �►'A .� --_ . . _- -- - - i '1 / �. - _ . _ s - --. _ _ . . - _ - i! r _ : a , II / + ; I + a 4z — '( INDICATES EX7ENT OF 4'i I 32 _3 - - " � / 3 2-02� lI SPACES P2-(oT 27-6 2+9 2 -9 ,r3 � O a 3 CONCRETE SLAB - ' 0) - � - - - - - EEL J ! I /4N3 STEEL lO; a 52 - - - I I W- x22C4o1 -(�#. ) _ ST5 - 3 (i.4Y5 TuUS � I� � OFFSET TO OF SEE PLAN - - � TYP, LOWERED SRI. O,V W£LU DELL' TO 13M, I O L4r4x3 x0 -6 W 3 F/ TTEO �rYP. CONC. SL43 ' % TOP FLANGE SEE 8 9 h CONG ?ETE COLUM,V SECT/pA! 2 57/FFENER - PROVIDE / 2 "CLR � LOWERED 4" )*, PDU¢ED � I INDICATES LOWERED /32G . I BELOW NNEQE // rsrwAj, 3M, NEB r ✓O/ST END AROUND dM, FLANGE I ON 13M. �/E3 SEE SECT/ON /4� � �} U V SFIONAI T74U5 52 1 ? 1 I 402!O� TO FACILITATE ERECT/ON - SEE PLAN - �- �' may` 32 - � " W/8 FIELD WELDING OPTIONAL 1 - J T522x22 • ma "ICLIP - SECOND FLOOR FRAMING PLAN 8 " /-'0 -:_.: _.::. _ . .. , r'� 401 L43 - �� ( P d a _ _ � TYP e r - ?� + r_ r g I L6K4x4x0' 4LLV EA � ELEVATION TOP OF STEEL BEAMS INDICATED ON PLAN THUS . (ELEV: ) - _ — - j ! I END . TOP 1 i" BELOA/ ' ELEVATION TOP OF FIRST FLOOR r3EL011 ' 390 !(0 ' �� -fit '-n} P j '� TOP OF JOIST ^, . !o' /QL ! SIM. FS 2 '24220I& FLUSH p PLAN NORTH #11714 TOP F � ' Lc/ I � — O JO/ST - _.. 3/ v `C� Qo I --- - ! ti 't. • ' j �' -..._J - ! I _ - - - - _ /o V' 01 3/6 �, M W14 ■ 22 (401 !6 'z) I cq. THICKEN CONC. � _ STEEL ✓O;ST TYP. STEEL JOIST S 5LA3 TO 3a 4m LU ' a1S C//AC/GED OR SEE �Y AN I 4 I O IhGICe , ES I; E, —�_- - -- - -- r ADDED W/ TN 2OUL1NE + 980 .RE✓151ON I _ - 3or. CNORO N , z OPEV GOR CCNOUIT TYP, FRAMED SEAM 3RG. J013TS - - OLTED TD hllb 44 44 ► ' /B ✓ TYP, AX - 3RACED SA )'S SEND 3g/" F/ TTED STIFFENER N I �y(� I STEEL DECK DOWN TO 8EAM 3 • E POUR CONCRETE SLAB_ N/8CgF3oLTS )% b CONT/NUOG3 AROUND J015T ; / W /G/W/4C430LT5); �/l2(3 3oLT5) °0 FOR LOCH TONS P I 7 n / ENDS !�/� P/PE COL , 4 3 'I / W12* 2✓0 (40/=6i) - W/2x30 (400=6'a •fir W DETAIL U 34 = /-O 9EE WEAN I SECTION O 4 = l- O - _ — — fig w S2 S2 ar II a xB3 xB I o� I� czAMING FOR CONDUIT OP,V� SEE PLAN I 1 3"� 4z" I A 6 C2 y } a + - �,--- - °� - - - r-B-- to�{"� 3'4' . / Dc j L 3x3• '2 i kl TYP, 3 CONCRETE /N CONCRETE SLAB I /z"�F, l O / TYP. - ^ `- 52 \�� \ @\Q� j - f-- O SLA3 SEE PLANS TYP, CONCRETE SLAB P _--- — ' SE � W /B +SEAM I 1 SEE PLAN f PLAN LAS V I SEE PLAN u ! ~- -- SE � � °ft-- T- ; /. �e- : �EC�N S STEEL �'o/ sr5 sv/r,.4 Bo7, SEE SEE CHOQO •3RG COND, /N 2 W 4020 402 !0 2 0 £ 02 O LOCA7/ONS T S _ _ n 4 U 3TW. JO/5 75 JN/S LCK. \ 0 W'8 SEAM - — I 1 ' n I POUR GO1K.¢ETE SLAB STEEL 1Oi57S ` AS SHOWN. IV S/M . LOG. SEE PLAN I W/8 8EAM � v JOIST OS SEND I NORTH :Y.4LL PROVIDE r 1 I ; n/ELDED L 'S 2z 2z /a / I I l SEE /OLAAI /� x - BRACING 8rWN. JO/STS b - TYP STEEL ;,b/ST SEE PLAN SE '- FOR BRACING .PEOUIREMENTS I �` TYP. STEEL JOIST � 402 '0 CTi \ w � W TYP. Lm SEAMS CON T. -- --- - - g OVER COLUMNS P�ViDE I - - \ TYP, @BEAMS COAT, OVER SEE SECTION l SEE PLAN II ; I1 f 8 a R2 aH - - ' pw \ I IM i - - � I �i 1Gq � $OT. FLANGE /3RACiNG rA YAB\ COLUMNS . P¢OV/DE 6 _ry \ i r / u D r + w/ yard 200 WELDED N i FITTED )t 571FFENEZ NS f F5 y \ W18 SEAM SEE PLAN 1- 3¢ 0 EXP, A,VCNOR I �f � Ex P, tiw 1 \ p" 2 \, PU.c./CN GAGE FOR 0 COL , ¢ ANCHOR SEE W12 a r � p+ TO /O/S7 307. CIiOZD � 1 � ry-P PIPE COLUMN - ABEAM 807. FLANGE p✓/ 12 " CAP 4 W/ 2 - 34"0 I a I ALL WI$ 'S ' 3 '2 " ��Z� .- 3� -- _ @ TN.¢eE �orsTS F11. a �F I S2 /& 3012 \� m SIDE 09 COLUMN ~ Ih 3 250LES � EB► I . ` �� »' \ 400'G4 ~ WV � w ,( I - . _ _ h Z � NS 4FS I =LANGE 4 4 HOLES TYP• STEEL SEAM TO CONCRETE g TYP SITE CAST CONCRETE i N CAP /� COLUMN CONR/, W/ Z - 3;'d rG " TY/? SITE CAST (o ' 4 FjOLT3 - - - - - -- Q F j COLUMN N/ Z - 34 "0 EXP, I CY�NCRETE COL. ;- ExP, ANCHORS � LEVEL /NG �allo AJC10RS SEE SECTION 3 NUTS /h G,� ll� mcv _ EO. Eo a , S2 I FOR X- BRACING aFU- II°SE—E PLAN REQUIREMENTS WIZ �4 SECTION 2 3¢M- I % O 5 a / SEE SECTION S3 `� - �- 5ECTION S2 4 � - o SECTION S2 34 °I-o SEC Th 34 #= 110 s2 \ `I SECTION s2 34 "= I � D \ r?calvE COL . 3"f� 242 - a 30L T5 �Q 1111 Q 12 /O GENERAL NOTES FOR PITKIN CREEK PARK BUILDING NO , 7 �� JJ gFVO STEEL DEX DGryYN To rvPC,c iUALL C T I f� J9Mf SLAB �/ � , DESIGN LIVE LOADS : CJ� pQ a /2 -6 IIo - 4 ,4 GN G24DE ( .9TTAif/ Ssz Dk%✓E P/,MS ` , O f— C� - --- - --- 4i '' \ /JJ/yC, SLgg , b , Floors 40 PSF ( Residential ) O o� -- CY, Pi,! 75 SEE �A, Y < 75 PSF ( Commercial ) c . Wind Load . 30 PSF �0 . / UNDATDes ION DESIGN : A x I . r SEND (I DECK GX'!YN r �f l FO UN XIL [AMK a . ign ofindividual and continuous footings is based on a maximum allowable it 'gyp • I ' RZs� '-� : f+JU,2 £fiNc.RETE SLAB .S+ft�UyO . -- _ t "7k4T EYD 4s Sf/Ol'A! - 4J "f GGM� iURLL . FJ� kEr"5'FC STEEL it'JGST bearing pressure of 3000 lbs per square foot dead load plus full live load , l _ _- -_ v - - - - -- --- - -- LWELS SEE SECTION / E � 4h- placed on the natural undisturbed soil , or compacted structural fill , below TYP/CRL SE ` � i � "4 DOWELS 2 !O • 2-O ''+, S3 frost depth . BLX'KOVr ->Ec b , Refer to soils report no . 18291 by Chen & Associates , Inc . 4"CONCRETE SLAB \ WALLS CONC. 3ECT/O.0 2 4Z" �s " C . Verify soil conditions and types during excavation . J I SEE PLAN , 2�JN 9 SP @j2Llo = 22L� Zl� \ SfE °LA,Y 39O'/o REINFORCED CONCRETE : y -� a . All concrete design is based on the ' Building Code Requirements for Reinforced Concrete " ( ACI 318 - 77 ) . � ,�/ 5 3 A /O b . All structural concrete shall have minimum 28 -day comprepsive strength as ` 3' cosy sLALS av zg �+ � >1'; JL1 7/OrV = i ' �S` � .', •� E _ S3 follows : Columns - 4000 psi ; All Other - 3000 psi . 0 j OkP1lG4TE0 STEEL ".3f. j xx \\ C . All detailing , fabrication , and placement of reinforcing steel shall be in kEI"+F SLAB K/�Gx/o I \ W(.9.cit!/.4 IY�'F SLAB � accordance with the Manual of Standard Practice for Detailing Reinforced U 5 I 7lJP ELEi! - 390/-0 . 4.1 Concrete Structures ACI 3155 - 74�- /� ,, C d . Reinforcing steel shall conform to ASTM Specification A615 - 74 and shall ` be S3 Mer i. _ i/ d A,1'Chl'iR QOLTs- Grade 60 , except ties , field-bent bars , or bars to be welded which shall be SEE PLA,ti" F SECT'ON 2 Grade 40 . Jj e . At splices , lap bars 36 diameters . At corners , make horizontal bars continuous SEE PLAlY or provide corner bars . Around openings in walls and slabs , provide 2 - 15 , }t 7 / � 3�0 G extending 2 ' - 0 beyond edge of opening . SC1V: S3 I gj � f . Except as noted on the drawings , minimum concrete protection for reinforcement 4 N - shall be in accordance with ACI 318 - 77 ° -r—.' g . Provide continuous shear keys at all cold joints and elsewhere as may be shown on the drawings . PArer1,QG FIRtST �400if r"LI Br /'0 I I h . welded wire fabric shall conform to ASTM Specification A- 185 . COhC. COLURN XE6YF. i . All exposed edges and corners shall be chamfered 3/ 4 " . J j ° All anchor bolts for beam and column bearing plates shall be placed with - 23 " CONCRETE WALL W/ 8 -#5 YEkT 6 03 setting templates . QEfNF. AS SUOWN I TIES 110 AS ShtJ (/N ,ALAN ,NORTH 334+CLR• =1 . COLUMN raw 41 STRUCTURAL _W OD FRAMING : FULL '�E/wr WALL a . Refer to Arc— hit is drawings and specifications . 13- 0614 F RUNS CO,YT Th+�U /XILJ'r(,^! STRUCTURAL STEEL : a . Structural steel shall be detailed , fabricated , and erected in accordance with l I a r „ „ „ „ I ; SEE SECT/GN 3 I 1969 1976 . !z" CLR. h I S/ VERT, � TYR 2 - *5 MRe60T i a , ,- � w RISC Specifications , and Code of Standard Practice " , 'I � II -_ "401 !0 SEE GENERAL NOTES• b . Structural steel rolled shapes , including plates and angles shall be ASTM A36 ° FEEL /O/STS 6 SL 48 fk2T 1JOR/ Z. 4"CONCRETE r Tube shapes shall be ASTM A500 Grade B , II II SLAB SEE � } c ° All bolts , including anchor bolts , shall conform to ASTM Specification A307 . S /JIYN FGk CL,yKlTY ( � t CGNC. SLAd. SEE PLAN PLAN Bolt size shall be 3/ 4 " , unless noted otherwise on the drawings . _ - r 3806 II I f d , Unless shown otherwise on the drawings , framed beam connections shall consist r — 2 - 5 ljOT, T -£ of pairs of 1/ 4 " angles using the maximum number of bolts called for in � - } Table I of the AISC Manual . } ,,�-r /YXVJW. SEE I hz � CLk e , All welding shall be done by a certified welder in accordance with AISC and Aw; 4 -- -- °4 - FGk CONC. &ALL KEiNF _ n ApGy;S �r I' I I specifications and recommendations , SEE SECT/UN� IB!!'= �" I I I " " " " = f . Expansion bolts called for on the drawings shall be WEJ - IT , RED HEAD " . or IYu- !all approved wedge type , with the following minimum embedments : 3 /4 " dia . bolts - 3 " ' „ PP g yP g , . 5/ 8 dia . bolts - 2 1/ 2 dia . bolts - 1 � COLUJ/N 6 XG4LL- ✓ / 3 _ / g . Headed anchor studs ( H . A . S . ) shall be attached to structural elements with a _ SGC TON �3 l '0 welding machine approved by the stud manufacturer , in accordance with the ' SECT/ON 3f R ' �/ O pfl manufacturer ' s welding specifications . wz; -- 4 STEEL JOISTS : i a . Stems-joists shall be designed , fabricated , and erected in accordance with " SJI Standard Specifications " for Open Web Hand LH series joists and in TYP, @ X BRACED 8AY5 SEND STEEL accordance with notes and details on structural drawings . DECK DOWN i PUDDLE wELO To b . Provide joists with special end bearings and joist extensions , as shown on the SEAM TOP FLANGE . POUR CONCRETE TYP. ��p- drawings . g / Tr c . Provide continuous horizontal bridging for all joists in accordance with SJI < SLAB CONE/NUOUS AROU O JOIST 2 "m0/-'O ENDS SEE SECT/ON 2 CONCRETE SLAB requirements . 82 �I 2-O 402!0 }� d proofingbottom chord extensions wherebreq fired to s pp rt ceili g or fire - . : u u o n s y _—p`rr_�5e —E� - - - r I . - - A - U In r STRUCTURAL ERECTION AND BRACING REQUIREMENTS : _ . \ a . The structural drawings illustrate the completed structure with all elements in Wnex P01I their final positions , properly supported and braced . — 1 - - --= ------- - - -- - - --- - - - - - - -- -- - . - - -- b ° The Contractor , in the proper sequence , shall provide roper shoring and bracing a p Q �f r2NM/'! STEEL -OrS7 as may be required during construction to achieve the final completed structure . \mil r- - / V I / SEE PLAN W/6x26 $M. A// 2Nd � 2'— BACKFILLING : I N.A, S . ON TOP rANGE �I�- FOR K- SRACIA ¢EQ, a . Do not backfill against basement and/or retaining wails until supporting slabs ! \ / I - @ / LO AS 5NOWN SEE SECTION 33 11111 and floor framing are in place and securely anchored . TYP, BEAM TO COLUMN \ ; . ' \� CONK, SEE I -1 4 TYP. / I GROUT : U SECTION 2 ' 3 / a . All grout beneath column base plates shall be non-shrink , " Embeco " , " Five - Star s2 , s�C TON 53 34 =/ -0 q or equal . - TYR 4 DEEP BRG. ON SHOP DRAWINGS ° co / SLOPING STEEL �O/BTS O \ � fOR 1"�O FLOOR czq �;; 4 a . Fu- rniSh' three ( 3 ) sets of shop and erection drawings for reinforcing steel , SEE ARCH,iI Ca✓G5, �� � � f 4lD'-!/ �e structural steel and steel joists to Structural Engineer for review prior to _ / - fabrication . " ' ' I CONT, 2+8 PYJRL/NSOI !4 - - 8U/LT UP ROOF TO FORM SLOPED VALLEY TYP I W 14X22 Q5 S!/OWN ONARCNITECT 5 Dr,/GS, �//T<l W PLYWD. ROO< 2. lo JO/STS La / 4 ON STUO WALLS C+� 4!O �� SNEATH/N6 ABOVG 2COF OVER WELDED 5TEEL FRAME5 � O ALL CONNECTION SFIALL 8E SIZED TO ACCOMMODATE 7NE I TYP, CONNECT/ON 2 'S - -- j MINIMUM LENGTH OF -- - .. . _ . _-. __ i -`F � ` _ _ -' .. - _ d y I¢" CILLET WELD SPECIFIED l WELDED TO BEAM FLANGE — / I ( SLOTTED THROUGH PIPE / � /ND/CATER lTEA4S CHANGED OR ALL 4" FILLET h/ELOS i ADDED W/TN 1O ✓UNE /9B0 RE✓/5 3Y SCHEDULE , /� COL . OFFSET F25 TO ALLOW I - - \ '" / 1� � \ ( W TN/CKNESS SHALL MA7C/J \ X- B24UNG ^ 3EAM € COL 4Zs ! 2x4AITACNED \ -_ T//4T OF X - BRAC%NCa -'/ SMALL 3E OF LENGTH + TO STEEL JOLST \{� \ SPECIF/ED BY .SCHEDULE R r \ ` I I W/ -D2 4 DRIVE �fc �� ' \ \ = TYP FACE >� 2 '1t 4p \ / MINIMUM 5TEEL X-81P:7C/�IG I P/N4 @ILO TYP �" PLACED PERPENOICUII i SS/�'L"G?'JLG' 31TYP. \ \ q,o _d . A3 SN'OWNTO 4 ,i � 5 1 _ X-,3?i10E fCATE 4" CO.�/N TrP. x - BRACING II ASS \ I I ' TrP4 tv we LrA6TH f � ,� -�rrP ct� _ � � X�m LLOa \1 � b SPECIFIED BY SCHEDULE r� � XB! !. of { i - �. 9 � O Ai 'x \ ¢ L � s SHALL 8E PRE- TE/J51ONED I — r Ll14 • l4 /4 /3REOD, ��xG /G I t� TYP yr TYP I¢ / 5000 4MIN. SYPRE' NEAT/NCs :� l A8? _ AODNL . DIAGONAL ON - - _. / Qv� �tu 1 . I STEEL JOIST /N TN/3 70 A oEMPERATURE DIFFERENTIAL XB3 sBxG h"i OF 25 F BEFORE COMPLET/MG � � N �W - - TOP CONNECTION ;VELOS -i - f- I TYP, � 0� \ f v~iWUPW P. � ' I ✓rt— y/PE 3 5710 tgrYOND /0�3 57L l5T 4 -aoc — \ c�7a QQt - - TYP 0 X• 3RACED COLUMNS 4 NORX PowT ^ J `f ---- 3r ,'�ROVIGE G '�OEEP BLOCKOUT " i I �I`rT � � � � TYR 8 CONCR676 GRADE - IN TOP OF GRADE 3E4M FoR I II f NORId . 3R/OG /NG BTWN. STEEL r, • _ WALL SEE PLAN COLUMN BASE , AFTER SETTING � f I � I � � I I JO/STS N/ L / : r / zxj I COLUMN , GROUT CLOSED i a- v WELLED PATCH FLUS4 TO GRADE SEAA4 TO TOP GNORD AS SNO/,(N TrP :oL. BASE w/ FOR GRADE SEAM L_ 2 - 8 0 ANCHOR BOLTS RE/NF SEE f SEE SCNEOULE II , - SECTION J `� A I I ; 4110 E scTioN 53 34 ° � �0 =_ = SECTION S3 34 TYP, lVELDEO STEEL FRAME FOR SKYL/ E -� CON7 L 4 X n 4 � Wl�XZ? SLOPED GALLEY RoOP SEE PLAN } 'If / III A \ }-- - e 40� D -- - S ` � • ARCH/ 7B[T r5 DNG S, --- -Y✓�K IU4 I I �I''�'y i r 3 ° F � �JN^EJ61T . - w.v - 51 A1' iL II ANT J 1, 4w Z' (J" "�' .�� j L' " x 2! - V F '� N , I% <,{ IT. ik ' �i2 � E --N '.� aK 2 _ t_Z4 �1 Pr<afl j (� 39 3N 3Z{ ' V 4 �rl �3 3 Z� 3 � G;�B° O �'Oh l<7i s are — } > �sr ` _ ' — - - - ( i li+ z k! / 1� �! / J ❑ 4, to' . vole Y , l`fTrf� �� 0544T A 136� -n � +rJ syy° ,ems ,� N t—� o ro.oaFv W0 O O : - - - ` I Sao s ev - - 4 Iry � ��V�`^ D �J - 5TN 4.4110 T �m i . -, , ' T. 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