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Golden Peak Ski Base 1995 LEGAL.pdf
_ _ _ _ _ _ _ __ _ . _ _ _ __ __ _ _ _ _ _ _ __ _ _ _ _ . . _ _ � _ _ _ , - _ _ _ _ _ _.. _.fj _ . . _ _ . . _ _ __ _ _ _ _ -- __ _ . . _ _ _ - _ _ . _ , - -- - _ _ - - - _ _ _ - -� _ - _ - EM�3ED P1- ATE SGEDULE �i4" GHAMFE2 TYp. Pierce � G O J.._. U M 1`i A 1`I 1� G O J..._ U I"I 1`i �3 A S � �' 1..._ A T � G O 1`I G � � T � G O 1..^. U M 1`i A T`1 I� -r-�-p� s�zE � KaS. ARRAh6EMEhT REMARK wHEr�E E "P°sE° S eg e rb erg & �3A5 � � 1.._ AT � SG �-I � DUI_... � i�'- � I1`i �' Oi� Gll`� C SG � � DU � � , ,� ' s' '�2° � Associates � .. � � �J � � M ■ � _ � . . . � . Architects MA2K GOLUMN SIZE �A`�� �-ATE p�GN02 60L7S LAYOUT TYPE MARK GOLUMN 517� VE2TIGAL H021ZONTAL 2EMA2KS -- 4- �/4 c6a X 4 SIZE 2EIh�ORC�iG STI22U'S ° ��f . P . C . -A.I.A. 8. . .� III III �� � NpTE: PROVt�E GONT20L JOMJTS IN � " " ' " 3 (2)-#5 X GONTN. ° I 1 ' -O" PAGE OF WALL AT tU'-O" MAXit"XR`1 Of� l�RCHITECTUR�E SGl TS �X3X1/�4 7/8" Xt0"XO'-10° �4) �/4 � X J CCt iG X 1� (8)-�8, TYPE Z #4 AT 1 -O 1 i/ " 4' 4� 1/2" � = RT TOP OF WAI_L � PE2 A2C.F6TEGT. GUT 50Y. OF PL�ANNTNG - � .•i . SQ . H021ZONTAL 2EI1.�02GNG AT JOINT. j�RIORS SC2 TS 4X4X1/4 1"X11" XO'-it" �4) �/4" � X J GG2 z0" X 20" (8)-#8. TYPE 2 #4 AT P-O" Q fi \ � ^ e Y W • ' • � �� o�� o°�'p o � .... G- �/4 da X 4 = STC3NE VENEER • • � °. -•°o p� O 4 SG� TS GXGXI/4 1 1/4" Xt3"XP-t" o • o �- GI2ANULA2 FILL (4) 3/4" � X J G G� 2 2° X 2 2° (8)-#8. T Y P E Z #4 A T 1'-O" ^ RE : ARCH. � � /�i o oro' °'4 O�Q �iain Offlce � ,� �. . . � . p . . °; o ; o �� 1004 South Fronta`e Road lleet � 1 1 /2 Q> PVG Vail, Colorado 81657 SC4 TS GXGXS/1G 1 1/Z" Xt�°XP -1" (4) 3/4" � X GG4 24" X 24" (8)-#8. TYPE 2 #4 AT 1'-O" � � � � '!. Y �q� � _ . , . � �'� UP �ALL FI20M G2ADE 970/478-443g O � �- . .. � � 8- 3/4' d�a X 4" ��� L GX� X1 /2X G�NT. ����� c�S (4) 3/4" � X , GG5 i�o" X Z3" (8)-#7. TYPE 2 #4 AT t'-D" INTEG2AL WITH WAI.._l_ Q WITH (1)-'�/4"� S.S. � r "L" � G EXPANSION 60LT ,� - it) ,,✓ AT Z'-0" WITH S" ��' �� � • EI�EDMENT � �� . - 'F' 1 Tabor Center 3uite 515 � (4) 3/4" � X J CGG 20" X 2�" (8)-#7. TYI'E 2 �4 AT 1'-O" INTEG2AL WITH WALL � � � ( " 12bQ 17th Street �� ^ � Denver, Coiondo 80202 !� . X �� 303iQ23-3355 �p ^ :f 1 is � .___ . 1..� �7 (4) �/4" � X J GG7 23" X Z�" (B)-#8. TYPE 2 #4 AT 1'-O" INTEG2AL WITH WALL 1 1/2" 1 1/2" � `�:. N�"'tl a • � � ` � . {�� , � �: ��� . �� ,:i��� � �g (4) 3/4" � X , GGS iG" X 3�" (8)-#8. TYI'E 3 #4 AT 1'-O" 11" N ,. . , . ' - � � \ �l�. . . . O 0 _ � ' . . , i , . . . � SC,q (4) '.�/4" � X GG�i t�a" X 1G" (12)-#8. TYPE 1 #4 AT 1'-O" o fi -_v � i_�- _ - � � ° � J � o � � SG10 (�F) 3/4" � X J GGiO Q �- q- �/4" db X �' 3" � i � � f3ASE . SG11 �4) �/'�" � X J GU1 4 " ^ � � 1 1/2" 1 1/2" Q �� (4) �/4" � X GG12 � � 0 8 � A typ. 5 � G T 101�I 1 �..� � NOTES: VE2TIGAL � N VE2TIGAL 2EII�02GING VE2TIGAL o � " NO SCALE �� � i. P20V�E 1" MAXIf"�JM TF�NGK�55 OF NON-SHRIt�K GROUT LJ►�R ALl_ 2EINF02CIN�.�. 2EIt�02GING Z- #4 X '��o K 6ASE PLATES. � 2 TYF'IGAL EDC� DISTANGE F02 60LT HOLES = 1 1/2" � - N O H021ZONTAL H021ZONTAL HOfzIZONTAL � � � 3. P20VIDE 4" PROJEGTION OF ANCHOR BOLT A60VE TOP OF GONG2ETE STI22UPS STIQQI�'S s �,�R,�s G O NG i� � T � i� � T A I N I N 6 W A 1.�._ � 5 G �--I � D U 1_.. � AND 12" EN6EDMENT INTO TOf' OF GONG2ETE WITH 5" HOOK LEIJGTH. - 4. BOLTS SHALI� 6E A'�07. A3� 02 A325. � �o - '�/4° dis X �o° � F"� t ' S. 2E: SEGTI�N SHE�T SS FOR EMBED OASE I'LATES. � GANTILEVER CZETAWING WALL � 4�� GONG2ETE DIMENSION 2E11�02GEMENT � a , "O�� 6A25 "f,° 0A25 "L' BA2S �T� � o ❑ . 2�� Z° EIGH 1+1 o a o SIZE ' TYPE 1 TYPE 2 TYPE � � 6ASE 0 C SIZE SIZE r n AND V 1 LAYOUT 1 LAYOUT 2 LAYOUT 3 (� t,) (ft.) (ft.) (ft.) SPAG�IG X SPAGING � SPAGING � �'-O" 1 -1'�11 1 - P�,t #� AT 18+ il- 9° #S X AT 18„ #4 AT 10" � - 4 3 -S 1 -� 1 -4 #5 AT 18 1 -11 � X AT 18 #4 AT i�" � S 4'-1" 1'-S" 1'-10" st5 AT 18" Z' -P' #S X AT ib" #4 AT 10" . _ "GO �"I �' OS ) T � �-3 � A �"1 5 �-I � A � STUJ� 5G �-�1 � 1� U1.... � . „ , , , „ � � „ ., „ � . , � 4 -8 1 -7' Z -� #� AT 12 Z -3 #S X AT 18 #4 AT 10 � 7 6'-Z'� i'-9" Z'-7" #5 AT 8" 2'--6" #S X AT 18" #4 AT 10" � � I� (2E: PI..A�J) , b 5,_q�� Z'-O" Z'-1P' #� AT 11" Z'-8" #S X AT ts" sx4 AT 10° ~ . 1 11 1 11 1 11 M 1 11 11 11 . � ^ . q � -3 Z -Z 3 -3 #S AT 7 1/2 Z -10 #5 X AT 18 *t4 AT 10 � _ _ I�l - L/z L1 - I�/2 10 7' -1" Z' -4" 3'-it" �5 RT G" �' -O" #S X AT 1G�° #4 AT t0" � W � � ♦ . � � � . 1 11 1 il 1 11 N 1 11 11 tl � . il 7i�' 2 ,_� �'_811 #� AT � i/2 �, -2" #S X AT 131 #S AT 13 , � �"� 1Z 7 -q z 8 � q �G AT 5 � -4 #� X AT 17' #S AT 1� � � 13 8'-�" 2'-10" 4'-4" #7 AT � t/2" 3'-G" #� X AT 14" #S AT t�" W � 14 8' -10" 3'-O" 4'-�" #8 AT 8" 3'-q" #7 X AT 17" #S AT 1�" � � 15 q' -4�� 3'-Z° 4'-10° �8 AT � 1/2" �� -11" #7 X AT 15" #S AT 1�° � , ' TYI � � �� 1� 9' -q" �'-4" S' -1" #8 AT 5 1/2• 4' -Z" #7 X AT i�" #S AT 13" � � 1. Al.l. B"I�ED PLA7E5 54-aAL.L BE V2" THGK STEEL PL.A7E. O � 2. LOGATIOh OF ALL ENBEO PLATES SNOWI`I Oh PRAMI't6 NOTES: t. WALLS WITH A HEIGHT BETWEEN il AND 1G FEET SHALL 0E 1'-4" WIDE �► AI`Ip FOU`IPATIOh PLAI`IS. AND FOOTINGS 1'-4" DEEP. T �"� I� (2E: PLAN) 3. QHRED PLATES SNALL BE �Ep�D FL.USN WfTN GO('IGRET� SURFAGE. 2. ALTE2NATE "O" BAl2S AI2E TO 0E STOPPED AT MID-HEI�HT IN I,JALLS ' 4. PROVID� (?a 3/4" DTA 6LEED NOL..ES (1 TOP � �O'f) AT ALL PLATES pETWEEN ii AND i � FEE.T IN HEIGHT. v 6REATER TNA('I 14 1`I I�EIy6TN. �. PROVIQE CD ADDITIOI`IAL. #°5 X �LO" WI7NII`I GOhGRE7E WALL aT 7oP ROW OF N.as. L1 = L/4 L2 = L/ 4 L2 = L� / 4 I� 1 = �/ 4 6. W4-�RE EMRE� 15 LOGATEO AT EI`ID OF WAt�L. SUp571TUTE #4 x 3'-0^ D.A.S. �oR ToP N.aS. _ � � oo � � N � s � � � � u � � MARK FOOTING SfZE 2EIt�FORGEt"�NT REMA2K5 C B 2E: LANDSGAPE D2AWIN�S O g'-O" X 8'-O" X 2'-O" (q)-#7 EACH WAY. DOTTOM TY � L- � AND DETAILS F02 STONE VENEER LOCATIONS. WALL HEIGHTS Q q' -O" X q' -O" X Z'-4' (10)-#7 EAGH WAY. BOTTOM MA2K r.�.� NUMBE2 OF SHEAR GONNECT02S � U L2 TOTAL , OG 10'-O" X 10'-O" X 2'-8" (1t)-#7 �AGH WAY, 60TTOM , _ [A� �2) � S � � � _ � � GONTINUOUS � G�-O" X �'-O" X 1'-4" (7)-#7 EACH WAY, 60TTOM BO� 6�AM II _ . ��� � L GX�Xi/2XGONTINUOUS WITH S.S. �/4"cD X �" EXPANSION � 7'-O' X '7'-O" X P-8" (8)-#7 EAGH WAY. 60TTOM � BOLTS AT Z'-8" MAX. AT W G20UT�D CELLS. R@V1S10IIS : �GJ ` S Q 3'-O" X �'-O" X 1'-O" (4)-5# EAGH WAY. 60TTOM INTE�2AL WITH GONTINUOUS WALL FOOTIN� g - 18 - 95 DESIGN E L�Ep HpLES STAI2 G02E#t X �'-O° DEEP #a AT 1'-4° EACH wAY DEVELOPMENT ��� � � . PER SO�..S REPORT OO SEE PLAN F02 DIMENSIONS TOP AND BOTTOM 11 - 29 - 95 ELEV. G02E#1 X �'-D" DEEP � AT P-4� EACH wAY 50% CONSTRUCTION � SEE PLAN FOR DIMENSIONS TOP AND 60TTOM DOCUMENTS � MEGH G0f2E AT E - Q #5 aT 1'-4" EAGH WAY 12 - 28 -95 - = III F � SEE PLAN3F02 C�IMENSIONS TOP AND BOTTOM STRUCTURAL _ 4p cMU orz CONCRETE PACKAGE L GXGXt /2X EL�V. G02E�2 X 2'-G' DEEP #5 AT 1'-4" EAGH WAY GONTINUOUS OO SEE PLAN F02 DIMENSIONS TOP AND 60TTOM 1 - 19 - 96 - FOR STONE _ Z S�o�T SHELL/CORE PACKAGE � E � A G Q �SEE P�NEF02 DIMENSION� # TOP AND 80TTOM Y NO REVISIONS 0 � �� ELEV. G02E�4 X 3'-G" l7EEP #S AT 1'-4" EAGH WAY , `� "� � { j� ;� (i)-� X GONTIt�IOUS *k`� � t2 � SEE PLAN F02 DIMENSIONS T� AND BOTTOM �� � �{� `� # .�, r - t. ., _ � � �� nb�vj��i �' ti ��rC�� ( STAI2 G02E#2 X 3'-O" DEEI' #S AT 1'-4" EACH WAY � � � � ,-� ���-�� N O SEE PLAN F02 DIMENSIONS TOP AND 60TTOM � � ���h� *��,�. t ` {� ' ' � i�i O �� . � � ' . 3 �.� t� NOTES: }„ ;� 1. RE�A2 �RADE GO � � . i ' 2. MASON2Y F'G = 1500 , "i�Y►_ pi►�,rr ,�'� ' �. SOIL 0EA2RJG 2000 P� � i"�..�,�� ,b � (� 4. AGTIVE LATE2AL PRESSU2E 45 PSF 0 � � rn tX � MASON2Y 2ETAINING WAL.L SGHEOULE � Date : � "'� i ""96 HEIGHT A B G D E F G OO Project No : 279U . OU Z� _��� ��_3�� 8�� � �_��� �Z�� #� � 1G" #5 o iG" #S � 2d' O V 4� _0�� r_�° 8° ��-o° �z� #� � a» #� . 8• �s o Zo� � Drawn by : CH � .'_O�� 2� '_O�� �D�� G�-��� �Z" � 7 • VY �� 0 V� R40 � ZO� : O Checked by: dIN 8'-O" 2.' -9" iz" 4'-O" IZ" #8 • 4" �s8 � 4" #� � 12" � � Sheet Of � - � O � � � GTID1`I 2 NOTE: i. EXTEND GON'rIN.JOUS FT�. 2E1�02GEI"�NT 2'-G" INTO ADJAGENT SPREA� FOOTING. � NO SGALE 2. AT ADJAGENT SPREAD FOOTINGS MAKE 2E1�02GN� GONTNUOIJS WHE2E POSS6LE. � � '�� ��a+�'t:s�..�-� ` �er" . � �� �� �"v �a.y ..,,� � ��� � o � � �� . . co copn�ICxT � � � � � � � � _ _ _ _ _ _ _ _ _ _ _ __� _ __ _ ------T _ .� , ' . . � . � . . . . .. ..\. . .. . � ��' ,- 4 � 4 � � 10 D 10 p Pierce , ;�. �,�....��-�� Segerberg & � j ; �.�. ; � � .4 � � , , , � ,2�-�� F� Associates �..�~�� , ��,1 /�� � ��� � 7 , � q � � Architects � � �,,.-'" � ° ',/ L`_ t ,: `�, St4 3 ,,,`'' � °ti Si4 I _ P . C . -A.I.A. � � r I � EL. = 240'-O (� � _ I � � 1 � � � � � _ � EI.J. = Z40 -O S14 ��' _ 1 ! !� �4 _ EL. 240 -O � _ _ _ _ _ i � , � EL. = <:; � �-� �� , N . ! _ ARCHITECTURE I � ' I � � � � ��. = 23a -5 � _ � � � � PLANNING � I i I I � i I ` E�. = � � - � %:� '� � i I I � EL. = 2.�8'-5" INTERIQRS � I � I I I � � � I I E .=_ _,.�. j I I � I � _ �„_._.,.�.e _„�.a. I � I ' I N I ' � I I I � � .+ � 2 � � — � � � � N � • �� v I � � � � I I I I I '° I � � � � � l Nain OfSce I _± � I �- I � I I I I � �''� � I I � I � I I 1000 SoutL Fron Road lleet EL. = 22�1'—O � EL. = 2Z8'-7 1/2" I I EL. = 228'—'T t/2" I I EL. = 22q'—O ' I I � V�1,970/478-4433857 � � � _ � _ � _ 4 � EL -_ ?28'--7 _ tf 1 _ I � � EL. = Z2q —O �� ' I LJ _ ' _ _ _ _ � � ., I I i I I _ _ - I �� I � � � � � � � � � � I I I � `� � I ! � � I I � �' I I � I I I . I I � � � I I � I i I � 8 i I � I I � I ; � � � ` I I 6EAM POGKET 2E: Pl_AN � I � � - � �' + � `` I I 2E: SECTION I I ( ( S14 I CONG2ETE I � I ! ( � Denver OICce p I � � _ � � ��t4 � � GOL.UMN � � 1 Tabor Center — Suite 515 � I � I � I I I I I I � � � � - I �L. � Ztq'—O I � � ' � I I I I i E�. — 21q'—O I I I I I `� � 1200 17th Street � t� � - _ _ _ . I _ _ i EL. = 21q'-O Denver, � — , ! � � � _ � � � EL. = 21g'--4 � ( 309/623-3355� I _.� _ _ _ p I ` � I I ! I I I I 1 I I � I I � I I � � I I � I I I i I I I � i I i� �� I � i I � �I I � I I I I � I I � I i � i I I I I I � � RE: At�GH 12 I � � I � � II I I I I I I I I F02 I � RE: PLAN I I � I I � (I � I I I I � i i DIMENSIONS i �'� � GOLUMN I I � I G�NG2ETE _ I� �� I � � I I � �I I � I � I I I = � I I i = i EL. - 20� -O I I I I i I I I EL. = 2o7'-O I I I c° ► i i `° ,_ I I I � I ( I � ' _ I � ! � ( � � I � . ' El... = 207 O � I I I I I I I I i i I I I � I ` I I I I I I I I I I I � I i � I I� ,I I , I I , ,I I , I I I I I I I � I � il I S�M. I I I I I I I I � I I � I I I � I I I I I I I ! � I I � � i � � I I 51�. I I I I I I I I I I i � 514 � � � i, i i , i i , i i , i � � � i i � i i �"'� A ' E�. = 1q4'-O" � � I I I I � I I I I I I I I _ I I I �.� � EL. = lq4'-O" i i i i _ � �v i _ i I EL. = lq4'-O" � I l i I I I _ _ _ , . . . .� - : . .. . R-- . . . .. ._ .: . . . . : .. ... : . :. •.:. . .. .. . .. .. .. . .. . : :. : � . . . .. . . ... . . . :: ;. �. . . .. .. . .. . : :. . . . . .. . . .. ... ._ ,. : : �. . . . - -. .. .. . : :, . ::. : .: . E . iqt —O � - •. . . . .. . . . . . .. .. . . . . . . . . . .. ..: ,.:;. •.c • .. �:. .. - ~_ i.: ; ' ,... , . .. .� . . . . . .. .. . :. : :. ; . . . . .. . . .: . . . : .. .: : :..:. •., '. _ : . . . . .. • .. _.� ,, . ; �. . : .: ..: .:...:. �.,; ' '.'._. . .. ... , . . . •. : : . . . . . .. . . . ...• ,:: °_. : .: .. ,;�..:. �,-.c '•:.:_: :::: : ::. : :: ' ?:,.; ;; � � � � � � � � . . . . . . . . . . . . . . .: . ._ . �. ;:. .. : .. .. o , � EL. = iq�'-O" .- : .. ._. .. . .:. . . . .. . ,., , . .. . ,... _ I I I a v. • 9v A� . • � r.. . � � . .i.• .. � • . .� Iy`. . . . . .� . �. �;:�i ... � •.�.� :. . �f4 . .. � � .... �Ww �... ' .. �.. ..'. . " �� � f.� '/ �� � . . . . . .. • . . . . . . . . � . : . ♦ .�. . l • . . . � n� . J — . .iAi .. . r. . . . �. . . . . . ... . . . .� . . .. . . .: .. '• . i: � I � �. � •- .. .� . . . .� • . . NO2TH WEST SOUTH EAST � � � - - � ` � � � � � � � � . . . \ . • . \. . . . . . . . .� • .. • . . i .. .. : :. ; ' . . .. .. .. ...... .�1�. �l • : fl . (y . .. �. . . . . � . . : .. .. '. . . � . . .� .. � • ' � .. :. .�. . n . . . :r . .. .. . . . .. . . . . . . . 'i . . . . . . ... . . . . •. . . . .� . . � . . . . . . ... . . .:r . ' .... . . . ' . .. � .. . . . . ... ..' . . . ' .. � . . : .� . .. . . . . •: . � . . . . . . .r.'�. i .. . . w . . . .. .. . . . . � �. . : r. . . �'. . ;r� . 0 � � � ^ JTAI� � 0 �� �1 NO2TH WEST SOUTH EAST , a !�1 STAIi� GOi�� #2 � NOTES: W 4 � � � 1. GONT2AGT02 SHALIL VEQIFY ALL D002 AND WW�OW OI'ENING SIZES AND LOCATION � AND GONC2ETE ELEVATIONS WITH A2GHI�"EGTL�AL D2AWINGS AND ELEVATOR SP�G�IGATIONS. � .. 2. ALL GONG2ETE I.JALL ELEVRTIONS SHOWN A�E AT OUTSIDE WAl_L FAGES OF DI2ECTIONS SHOWN. ��-,�.�,,,_. .o,�....,� � � , ��--�''`�� �`''-�� � �. GONTt2AGT02 SHALL INSTALL E�ED PLATES AS INDIGATED ON STRUGTLI2AL FRAMING PLAN`� M _ �� � i, � 4. �O NOT SCAL� DQAW(NGS. w + � = 5. GONT2RCT02 SHALL COORDINATE AND INSTALL ALL EMO�DED PLATES AS 2EQU12E� 6Y STAIR MAI�AGTURER EL. = 240'—D i� , , �� SIM. 'O , EL. = 240'—O • �o. 2E: PLAN �02 A2EA5 WHE2E FOI�JDATION WALLS TIES WTO G02E WALL`.�. � � � — '� i� � �i� o � , _ ` HOI`�T 6EAM E : PLAN FO� 7- 2E: A2GH. D�AWINCS F02 DIMENSION`� AND LOGATION`a OF Ot'ENINGS AT INTERI02 ELEVAT02 DOO(2WAY WALL. � � , 2 : NOTE 1254 ONG2ETE AT � I � TOP � � � W � , E�. � �T�-3 ��Zp � � � �, ��„�.,ti �.. _ .�.:.� � � W EL. = 2Z9' -O I I I �' I '� � �--� � EL. = 2Zq'-O ,a � � ' j , � �� SIM. F"� I I I I � ii � �„� I I I � I I I I � � � � � � 2E: PLAN FO� W8 HOIST 6EAM Q ( I ' I T O�NC2ETE AT 2E: NOTE 1254 w U� I I I I �.� . = 21q'—� 1 /2" � � , I I I � � EL.. = 21q -O I 1 I I " I � _ EL. = 21q'-O ���7 I I ( � I EL. - Ztq'-O `� ^ � I I � � � � , i Q � I I I 2E: PI�AN F02 I � ( � � ADJAGENT � � y� I I I GOLUMN 1 ,�"� ~ � � ' I ' � � I GONG ETE p� I I � I � GOLUMN ,_ ' EL. = 207 '—O � � '; � a� i �L. = 20'T'_O ; — � I � I } � _ : , �, "� � - �- " I I 4 I � � : , EL. = Zo7'-D I I { � `4 � � � �j �*+`l C. '�i 1 !�-� F� � 'V i �1� � � -i'�, � ,' i � i 2 ' I j'� I ri I � ?�._ � �, , �,.�'� � s14 � I , f 1 _ i I I � i I I ( � � R I + _ +� , = ' , � w ` .— rt �� ; � � � � � : . if_�.s�_ . �� z a � � .._..� c I . I � I ""— � � � _ _ _ . _ _ _. _ �— �. �. ' , L ' I � ( ' ='.,. { I I I 1 I . . . � I I I i � a I :^ - ' ;� . I r :: "r ° � I � , � .. .� ��__� , � ;� � ( I I I . � ` - I I I I _ J�' EL. = iq4'—O" � � � ��� � `� ( EL. = lq4'—O" I I I I � �� I I �.�`' ( i � � � � � � � I � EL . = iq4'—O" �. I I � ' � I � I ' I I I ' I I I I I I I I I � i I # I I I I I I I I I I i I I I I . �. EL. = 190' -O" � EL. = i�10'-O" _ _ .:.. . . .. . . . . . . .. ..• . .: �. _ _ _ . . . . . . .. ... > : . : .: , , :. � _ c •. .: . . • , .: :, . _ . . . . • . . �. . . . • . . . . . .; :. . : ::`,': .' ; ' • '� :: � � . . . . . , _ '. . �.. _ .:::.: . ;. . : .. •.c ' '.. �. .:� . . . : .. .. : • : . •. . .,. . : :. . . .. .: .. :. : ....� .. .. .. . . .. . .. : .. .. . . : . .� : . . , . ;, •. , . . . . . , ., . . . . .. . ., . . . , . , .. . ., . . , . _; .; } . . . , ... •. , . , . .. .. �. .: ... ._ .,.: . . . .. _ . � ' . . :, . ... ... . .. : .. .. : . . :. :�� `. �� j °� °� f 1 � � s�� , :" NO2TN =' WEST `aOUTH EAST NO2TH WEST SOUTH EAST `.,�' ��'A� �f s.� f ♦ t ,�4�``, n'� . . . . .,.a...�.�� ���.,� �..��...-��� �1.._� VATOfi� GO � � # 1 �J.._� VATOfi� GOfi�� #2 � Revisions : 9 - 18 - 95 DESIGN 4 � 4 � C C � � �' DEVELOPMENT 11 - 29 - �5 � � � 50� CONSTRUCTION � , � , , , � , � , .�.. ._ , .._ _ � . _ , , , r �, ,. _ _ . .._. � _,�.,� � . �� 12 28 95 , . _ � .ov,aw+ "°'.�a.nbe _�... � '° <. .e:.xyv EL. = 240'-O" , , , , _ - �,.-t'"'��P � r ��°- . STRUCTURAL . ��. = �q,-o„ �,y� , `: `�� _� , , EL. = 240�-0� CONCRETE PACKAGE �`°" ;; � � , 1 - 19 - 96 �x -� } t � � "� -}_ �� ���. a ,y:� � i� . ,� SHELL/COftE PACKAGE , , � � NO REVISI�NS :���-� �°• � , , � � � � ,, s � '� � �; y � � � � .. � a r, �, ` � �i � �• � � ,„ ' �� � — :.ce l � �°� � - ,: � � '�``°�` �„�,.�.._ �._ ��. ; , . ,.�..� ,,. _. � : f� t�� ��i � `�i ��1 °� �=' ' !;� �.s— { � � -., EL. — 2Zq —O , EL. = 22q'—O �``�''. a ' � _ �� �8t� �l�IUU �'t �f i ��1� �,.�� �,4j� - ±. � : � EL. 22q —O f _ . _ _ ` .. � �'o � t�% N5'�iJ�C.7to� `� „ :�� y � ; _ _.� � . ' ` � . �v �'� NA�:'D;q rs HOIST 6EAM /' '�, =`i'� � 2 : NOTE 1254 i "'�°��-� ,,.. _ .: , • ��'s���ks.. � ,,� � � ..� , i� r pN y� EL_ — Zlq'-3 1 2" �� _ EL. — 21q —� 1 /2 : ' ( I = � • / ' p � r� ���: ... � � � ' .� , ' � .. EL. = 21q'-O � I , � � � I � ( EL. = 21 q'-D � � '� j ' I � _ � EL. = 21q'-O � * � ,* � i I I I I I I I � � - c� � ,: , � � ' � � � � I I I i � "� S NU/ 4 : I I I I WS HOIST �EAM I � ( � ����"�OF C;��'P,j� � � . �Iti1i � � I I I 2E: PLAN F02 I 1 I I 2E- PLAN F02 I �j�0 - ( � � CONC2ETE I 2E: NOTE 1254 I I I GONG2ETE � � , � , GOLUMN , � � I ( I I GOLIJMN � I I I � I ► I : I EL . = ZO7'-0 I I I � � EL. = 2o7'—O I I I � � ,, � t � � � t t i _ _ _ _ i _ . _ _ . �EL. = 207 o Date : � - 0 - 96 � � � � i , � � � i � � � , , � � � � � � � � � � � � � � Praject No : 279U . 00 � i � � � � t � ' � � i i � � � � � i i ' i ' ' ' i i i i i Drawn by: CH i i � � � � � � i � � i � � � � EL. = iq4�-oN � � � `p I EI�. = 1q4�-o° ► i � `Q I EL. = iq4�-o„ Checked by: dIN � � � � � � _ � � � _ _ _ _ � � __ _ _ _ . � _ _ � _. _ _ _ _ , � I I 1 � I I I i I _ , . II I I I I I I i EL. = 187 -O EL . - 1�10 -O - � p Sheet Of � .. _ : .,. .. . � . . _ _ _ _ _ - - .: , . . � .. ., : .: :, .._ •. .. _ . •. : . . . . , . , .. . ... . . . . .. . . . . .. . . ... _ , . . , . . . .. . . .. � , . : . . . . . , . . . . . . . . . . . .. .. .: . . . . . . . . . �: .:: :; . . ,�: , . . , . . , . .. . . _ . . . . . .. ., � • , . .. . . . � . : . _ �i � � NO2TH WEST SOUTH EAST NO2TH WEST SOUTH EAST n , i 0 n � �� vAToi� � o � � #� � ��� vATo� cofi�� #4 �� ' �Q1 . ' . . . / .- f� �.q.++' /�^�f ' � . . O� U � . Cr.�.�l�Yl��. �' L -��,�'�'� �': .'�¢. ?) f..� [.t s! �`�`� T C� COPYRIGHT ' NW t-- . ___ . ._ _ _ ___. ___ . . . . __ __ . _. ` _ _ . _ _ . . . . . _ . . .. .. ._ . .__ . . _ . _ .. _ _ ._ _ _ . __ . . . _ _ _ . _ _ _ . . . . � . _ . . � . . _ . . . . . . _ . . . . __ . . . ___ _ . . . . . . . .. . _ . . . ' _ . _ . . _ _ . . _ _ __ . _ . _. _ _. . .. __. .__ _ . _ _ . .. .. __ . _ _ _ .____ _ __. . _ _ . . . - .. _ . _ _ _ . __ __. . . . . _ . . . ._ ._ _ ._ . _ __. . . ___ _ . . __ _ _ _ . . . __ _. . . .. . _ _ . _ _ -,. . . ._ __ _ . . _. . . .... . ._ _ __ _ . . . . _ _ . _ _..- _ . _ . . . . . . . _ _. _ . . _ _._. . _ ._ . . .__._ ._. _ . _ __ _. . _ _ _ . . . . . . _ ._ _ ._. . __.__ . _ . _ . _ . . _ . . . . . . . _ _ _ .. . . . . _. . _. _ _ . . . _ . . . . _ . . _ . . . . . .. _ _ _ _ . . . . . _ . r� � ��.� .�.�-r,,,..�,.�:.,...�.,�,,,_,�,� �.,�..�:�..:,:....,�xv �.., �.,--..�.,«,.<_.. _ . _ ._. .. .. _ __ . . �. . .���°�� �. � �r�-�---� � .�� � � Pierce , ,t .. GOfi� � WA � L. � EIN� Ofi�G �MENT SGN� DIJI� E , - ` , _. _ . _ - �. _ . _ � �;J , ., � - ^ ` Segerberg & � t � �, , � . . , . VERTIGAL HOf21ZONTAL 2Eil�O�GENIENT G02NE2 O(� TIE BEAM . �'' `� � �'ti " �` �,.�' � i � `°" � '` �SSQCIa�eS LEVEL ��I�F0f2CEN�N�' 2EIt�Of2GEN�NT EACH SIGE OF �0025 I..IALL ENDS OVER D002 ; ,, � ., '�� ''� ; � , � : � • � ' ° #5 AT t'-3" #5 AT P-3" � ��� ' ` � � , .� �sr ,, ;'.� � � ' � .� � � ��t.' �l�eC�s � ;, ,� , � " O 23 - ,: ,, , , ,� � �. . _ -`,; � ; � . � 29'-O" TO 23q'-O" #5 AT P-�" #5 AT 1'-�" � � �,'� ��� P . C . -A.I.A. `aTAI(Z � � � N � N #5 AT P_�° �2)-#7 ��)-#8 AND BOTTOM s` EL. = :{. 'r`., � �. :` :t , � � � ' 1 � EL. = .�: �: - : ` %:� iq -0 TO 22q -O #5 AT 1 -3 . I I I I I ,.'�� � DECK 02 b" GONG. SLA6 /y }}�}� - G02� �1 , N I.JITH #4 AT 8 ". � � ., ■/�}�y}�� � ��■ '� � �( M� 07'-O" TO 219'-O° #5 AT 1'-0" #5 AT l -� p ' . __. _--i-• I . ' � . _"_' " � '.IE' . . ... • - ._ . � �� V � ` � 1 Y V 1 V 1f1J - SINGL� LEG ti i � � � I I ; ! � I � �� 7 � I ; � : I � � 94'-D" TO 207'-O" �� AT 1'-U" #5 AT 1'-3' STI2�L� `��, , � � : I I �.I I �' ' _ I l = � � pI,ANN�G , u #s Ar i'-�" (2}-#� (�) -�a ,� � � � � � � � :•` f I � f,t; '� �%�;�,, � �;;I �- . �, -- co� r�ooR oP�N�G INTERIORS OELOW lq4 -O" #5 AT 1'-0 �;__. { , , , � �. /� p M 4' � � � ` ,i�� � � i ' ' . r a . 1 -. I , . _' > � i F . � . $�5 I1� 1 "� C a � � � ` #5 AT 1'-3" ` �`, ( � _ __ ___. ( i - - -- � , = � ABOVE Z�q'-O" • 2q'-O" TO 2�9'-O" #5 AT 1'_3" #S AT P-�" 2 #8 TOP �Y"� � . • . , _ '� -� � � � #� x- ,_ . ` � � �; -- ' „ ( T � _ _�.. '' � t ' - - - - - . �- -` .. (2)-#8 (7)-#8 t )- .; . . }....� ,. �� �� ��.�. .. , , � ` ��-<'� �` �; �, _ � , iy �- •" STAI2 19'-O" TO 22q'-0" #S A'T 1'-�" #5 AT f-3" AND 60TTOM �''�.,. . � � . �- � qJ, � I I I I I � ` . I � �[ain Ofrce G02� #2 � . � N p WITH #� A7 �o" °'-•_. : ; .: ,. _ - � � c � i' ! t ` ,- ' � �. - AT OP NINf.�`�. �� . . � °�- . � , . . . . , . . . � NJF02Gt�1C AODITIONAL RE 1000 South Fton e Road lfest 07 -0 TO 21q -0 #5 AT P-3 #5 AT P-�" SINGL� L�EG ; ��"-`° ,•�.•. ._ `" -� � � . I ( '�, I � °��., ( I , , Vail, Colorado $1857 '; .,.�, . � �� � � p #5 AT r-�" STI22lJF' -}.,._._ I . �.� _._ , ( � 94 -0 TO 247 -O" #5 A7 1 -0 EL . = 22q'-O _. . ,. . . ..f � . : � � I I ' �- I ,� - - / � � a p (2)-#8 tq) -#8 V_, �-� �e,;. u� :,,.�:�_ , ..� . ,--°-- `"`� . .,.�, . s.. ..� . . "'_ � � .. .f--• � � . Y" . � � � � i ; 02G�1G OF GORE • f 6ELOW 194 -�0" �S AT i --0 #5 AT P-� I �. ,. _ _ ._.. .. -�.._.�_ � � EL_ ' Z2q' O , 970 478-4439 _.�,-.. __�. ._ _ �. , , � _ s ,. A60VE 2�9'-O" � � ) ( I � I � ,�' , .-, ...: . t_ . _ . .�,-... _ . , _.:' �`':. •_ ;,,� I 3 9 " � �,.`�,M1Y� -s .�"�y;'�r• 5 . � ; WqrL�L. 2E: SGHEDI�.E • ' � �„ - • •- � � � � � AT t' 29'-O" TO 2�q'-O" I I I I I I �` �' _ � � ' � 2'-O" � ELEVAT02 � p � u � � � w E�)-�w8 .. . _ - G02E 19 -O TO 22q -O #5 AT t -� #5 AT t -� I I I I I I � i _ I , � Denver OiBce � i� � 1 Tabor Center - Suite 515 � #� 07'-O" TO 21q'-0" #S AT P-�" #5 AT P-� I I I I I I ( 1 - ` 94'-O" TO 207'-O" #5 AT P_�" #5 AT i'-�" . � � I I I I I I (5)-#8 I I I l I I I I (�A� �) Den� Colarad�o 80202 BELOW iq4'-O" #5 AT P_�" #5 AT P-�" EL. = 21q'-O � j ( _ I _ 1 _ I _ ( _ I ' 303/823-3355 EI_. - 21q'-O p�,pV� �q'_pp I I I I I i I I . q'-O" TO 2�q'-O" t -#8 I I I I I I I � � � ELEVAT02 , p ., � N N #S AT P-3" O I I I I � � G02E 1q -0 TO c.29 -O #5 AT f-3 ' : #2 07'-0" TO 21q'-o" #S AT 1'-�° #S A7 P-�" 1 ' I I I ' I ' I ' I I ' p1 � � � � � � � � � GT101`I 1 1 N � 4 1 p #S AT 1 "JM ���-#Q �i4 --O TO 207 -O #5 AT 1 -3 I I I I I I I , 2�E.LOW iq4'-o" #5 AT P_�„ �5 AT 1'-3" �� I ( I I I I I I : ' ABOVE 2.�9�_O• I I I I I I PENE 2�TIONS j � 3/4�� = 1�_O Z9'-O° T4 23q'-O" EL. = 207'-O I � I ( I � � ' � E(.�VAT02 tt}-�tb , I I 1 I I . � 2E: MEGH. F02 � � EL. = 207�-0 , SlZE ANU q G02E 19'-O" TO 229'--0" #S AT P_3° #S AT 1'-3" � #3 07'-O" TO 219'-O" #S AT P-3° #S AT 1'-3" I I I I I I LOGATIONS. ( I _ ! i i I I � i I � � � �� X�'�0�00 � , � � � tl #5 AT P-3" I I I I I I I I 021LLED N AND�EPDXY q4 -O TO 20"l -0" #S AT 1 -� M ( , I I ( � 1 , I � I I AT EAGH DOO(� JANB. aELOW 194'-0" #5 AT 1'_�" #5 AT P-� (�)-�a I I I I I I I I 1/4 4 . . 1 � . � � p N N � . . ABOVE 23q -O" i I I I I I I I q'-ON TO 23q'-O" ( I I I I i I I AT 1'-�" WIT (Z)-�/8'� X G" � � � ELEVAT02 � N � � � p �_ « (�)-#b EI`2�ED PLATE 1/4 XS XS H.A.S. A #� AT 1 � i I I � I I i i i �� � GORE 19 -0 TO Z2q -0 #5 AT 1 -� . . _ #4 O'7'-O" TO 21q'-0" #5 AT 1'-�" #5 AT 1'_�° I , I I � , � , � � ( � � • � . � M � � ° #5 AT 1'-3" , , „ I I I - I I I I ( EL. - tq4'_O" . , . . • �y �{4 -O TO 207 -�O� #5 AT 1 -3 �5)-#8 EL. - iq4 -O � � � � � _ } 4 � 4 ._ - ' . "' . . . � W � BELOW tq4'-D" #5 AT 1'-�" #5 AT P-�" . . #5 AT r-3" . ,,. _ . . . � . . : r . . � • ., . . . . � ,. ,. • . . . � �'�' . •' _.� • . . O ABOVE 2�q'-O" #5 AT 1'-�" EL. = iq��_O° ELEVATOR � SLL At�l�l._E � 1� MECH. 2q'-O" TO 2�9'-O° #5 A7 1'-3" #S AT P-3" (3)-#8 I2E: f�2. GONG2ETE SLA6 � � GORE iq'-0° TO 22q'-O" �5 AT 1'-�" � AT 1'-3" N021"H WEST SOUTH EAST 2E: Pt�AN � � ' AT #5 AT 1'-�° � ^ S� 07'-D" TO 219'-O" #5 AT 1'-3° q4'-0" TO 207'-O" #5 AT f-�" #5 AT P-3" (2)-#7 ��)-#8 (2)-#7 6ELOW 194'-0" #5 AT P-�" � AT 1'-�" M�G�-I . GOi�� AT 6fi�ID �"" � E�GE � OF SLAB Ar � M"'� H NOTES: #4, VE2TIGAL AT 4'-O" !� (1 MNJ. A00VE D002WAY) � � 1. DIAGONAL GORNE2 6A2S AT ALL OPENINGS SHALL E3E (2)-#5 X 4'-O" EACH G02NE2 AT GENTE2 OF I.,IAI�L. NOTES: 8" CMU LtJTEL WI1'H � (2)-�#4 EXT� 1'-O° 2. PLAGE 2EIt�FO(�CING AT CO2NE2S WITH (1)-VE2'T'IGAL IN G02NE2 1. GONT2P,GTOR SHALL VEE2�Y ALL D002 AND WINDOW �PENIN� SIZES AND LOGATION - 6EYpND DOOR JAMB � f"� s • t/2 OF THE 2EMAINING 6A25 EAGH I,JAY F20M G02NE2. AND GONG2ETE �L�VATIdNS WITH A2GH►TEGTU2AL D2AWING`� AND EL�VAT02 SI'EG�IGATIUNS. DOOR JAP'H BEYON� �'f .1 �. AT LOGATIONS WI-�RE END OF WALL STEP`�, q0 PEG2EE. P20VIDE HOOKS AND E.XT�ND 2 . ALL GONG2ETE WALL ELEVATIONS SHOWN A2E AT OUTSIDE WALL FAGE`a OF DI2EGTIDNS SHOWN. � 2EIt�02GING PAST STEP IN WALL AND Of'ENING 2'-O" F02 . #5 AND 4'-O" F02 #8. 3. G�NT2ACT02 SHALL INSTALL EMC-�ED PLATES AS INDIGATE� ON ST2UCTU2AL F2AMING PLANS �� 4. I'20VIDE #� AT t'-O" AT GMU WALL OF ELEVATO� D002WAY. �F. DO NOT SGALE D2AWWG5. �/ � : �. RE: G02E I,JALL EI_EVATIONS SHT S AND 5 F02 SPECIAI_ 2EIt�02GiNG 2EQUIREMENTS AT FLOOR LEVELS. S. GONT2AGT02 SHALL G002�INATE AND �NSTRLL ALL �f�EDEI� PLATES AS 2EG2UI2ED 6Y STAI2 MAt�AGTURE2 Ga. ALL 2EIt�02GING `�HOWN SHALL BE INSTALLEt7 AT GENTE2 OF WALL UNI_ESS NOTE� "EAGH FAGE" � 7. PKOVIDE (3)-#�o VE2TIGAL 2EINF02GING �ELOW EAGH 2O0F P�EAM 6EA21NG EXTEND 2EINF02GING DOWN ONE LEVEL G. f�E: PLAN F02 LAGTIONS WHE2E FOUNDATION WALLS TIES INTO G02E WALLS. � 7 . 2E: RRGH. D2AWING`� F02 DIMENSfONS AND LOCATIONS OF OPENINGS AT INTERI02 ELEVAT02 D002WAY WALL. Cj � �, T I � � � � � .✓ L�� � h�i 3/4�� = 1�_U � � � ' 2E: G02EWALL �,� 8,� � W ELEVATION GOREWALL �i - � � RE: SCI-EDULE �1 / �E : A2GH � :�� ,� ,,, 3��G 4 � - - - - - - - .h, , � ' .._:: � � --.,; ,, s , /Z �� � • , /2 ,� ' EI"BED PLATE - `'>: � `} � � RE: SGF��L�..E S 3/2" GONGRETE SI�AB �N -RE: SEGTION 4514 F02 � 3 �1"� TAL t7�GK. RE: PLAN Ef"�EC� AND ANGLE. `c � '•; , � , 2 �� Wl� 6�AM TOP OF � FMf� r'l_r`l T� �8 X , T. �. 5 . � � x £3 w � L� % S/o � � X � - '} - • • � , � . . � � � WALL � � , BEAM POGKET - „ � T.O. STL. N � 1 -0'(I.�X� (D)Xi -7"(H) �E: � : �% L1f/J (c� ` N, A - 5 . � �Z> �`¢ ,� \ cP�'BEI� PLATE t / �.,C�XO'-G° I G�OUT SOLID AFTER ELEVATION � � ' � 2E: PL_AN --$ENT PLA?'E 1/4X J � 3 1G 3 �� WfTH (2)-3/4"� X �" H.A.S. � g^ � GONGKETE PLAGEI�.NT (� �/'✓�i','a /� fSQ47S � \ X GONTINUOUS �° VA21ES ( G,AGE = 4" VERTICAL. ' STEEL ROOF OEAM O r"'� , � " MIN_ DOt�6LE ANGLE GONN�GTIC�N WITH MIN. 3/8" THIGK 6L �7. o. �.✓A �-�- i. I�BED PLATE RE: 10514 � � ` � _ - q I WITH 3/8" STFFENE2 PLATE , � 62G. PLATE. MATGH n.� AT FA2S�E TF9GKNE55 AND WIDTH M� REYo � U , � �-.�. _ ' � • , -�' __ _. _�.�-�-_ _ ,,,,,,___ r.;� `'x�� � - - - - - - - - - '� , . �; � EN6ED 6fZG. PLATE . • OF ROOF BEAM FLANGE �_ _ _________ � s� ( � : �_ _ " _.'' i . ...... e.. � � � � �� � � � � '� M Y � ,._ _ � (3)-3/4 Q X G H.A.S. �/8"X�"XG" WITN �/4"XG"XP-O" WITH p Et�ED PLAtE 4 � t •� � ° � � 2E I.JALL RE `�GI-IEDt�...E � G . . . . -CD : � � ,Y�,� � - - - -_== _ _._� • 't '. - o s` . AND (2)-3/4 X � . � T2EADED STl�7S ' (2)-3/4"d� X " H A S N ' *J 'Ai `P � , (TOP 5 X GONTINUOIJS � � ° \ - - R00 F � ERr�'1 . �E ' P� A l.1 : . . . � (3)-#S AT SILL � ,' (3�-ADDITIDNAL �� _ � 6X7�'rV D � EE��,E' FsEl4�rY1 , ;; PIEGE OF W12X4b - VERTiCAL 6ELOW 2�: SEGTION , : N Cts � /�C � O= S 'TO P C>F Lr/ALL , r'` � FLANGE AC�DED A7 6EAM 62G. 8510 . 2�f SC I-E D L A..�O RALL � ; �tl I '„�_ro-�� _ �-` REIt�02CED C4NGf2ETE . --;_ 3X�Xt/4X GONTiNUOUS D O� TO MA T�C� - ' � i � � SLAO. f�E: PLAN , .� GONNECTRJ� W1G VE2TIGALS 6ELOW g (3) ADDITIONAL #C� (Z�►.�p(Z�q�� " 6EAM 62G. � z � ; WSX HOiST OEAM I,JITH SINGLE ; � : . , : � � GTIO1'�I C �� '�-- CoJ.G 5 %,�� � � � ,E ' Pl_ATE GOt�IEGTION. 2E: NOTF_ � � � 12 ON 51-IEET SS F02 R�02MATlON �E= SEGTION 2514 Go/'E a-v�+ : / . � E"� .'�` ON 2EMOVING 6EAM. DO NOT �: � 5 ! � :y <-;�: ra fl °�4I..�LD DEGK TO BEAM. - F �/4 = t _p �� � . . ��"� ,/�.f/�fi f� ( ,,:J�7 ,N h-l� . 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J ��u .-') �1 � � � � II �11 11 . � II { . - `���_ ( .,`K I �E: �LEV. 9 - 18 - 95 DESIGN ` .� .. _w_ xL�, a..W .��..�.__._ _ �_. _ - .; DEVELOPMENT �¢'`" � 11 - 29 - 95 � _,� , � � , � 50 % CONSTftUCTION D002JANB � `�` ` GOt�GTIONT� / I • • • � R��--� �NAM 2 -#S X � , '/ ENBED PLATE 3/8"X�"X�" p DOCUMENTS OEYOND `' � 5 1/2" GONGRE7E SL�AB ON 6Y FAE�RIGAT02 � � , �/8" STIFFEN�R T�Tp�1U0US � H.A.S. CAGE H ���'1/2 �D X 4 12 - 28 - 95 EI"0ED PLATE 3/8X�X0 -� t"�TAL DECK. 2E: PLAN STRUCTURAL 2E: PLAN / (2)-#S X GONT�JIJOUS WITH (1)-3�4"� X �o" H.A.S. J a EACH FAGE _ %� ; - -.t ' - � " 2E: �EGTION GS14 . , � • � G02ELJALL 2E: SGHEDL�E CONCRETE PACKAGE ��� • FOR B2G. f'LATE �o� ��r�o�uw� 1 - 19 - 96 - � ° SHELL/CORE PACKAGE .�--. G02�WALL 2E: T.O. 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ATUVCFED TO AND/OR SUPPORiF'D •✓ � G � I O I � G - A WAl1S StWl. ff li�lFORCED IiOR�ONiAl1Y AT 16" ON CENIER MItiH I/IDDER OR � � G T � U �J � ;� 8'Y�Srs ll,"iURE 9W1 TAI� INiO AOCOUNT DFl�lECiIONS AND Oi}�ER S1IRUCiU�IL iRUSS-IYPE RENFORCEI�NT YE�l1NG ASIN A82 WlSOlRY WNl RENF�R(�I�E�IT. � 3/4" _ �'-D � � ,� ^ � ,� , B. wN1S SFWl. NSO ff RE]�IF'ORCED wRH (1 ) #5 VERTIGIIIY AT WALL - DEAD LOAO INGLUC�ES 3" 3/4 t -O 8. F�E PR0IECTION FOR ALL S'ii�1CTURAI PARiS SHALl. 8E PRWDEQ A!0 SFW.L MEET L4 LL - 50 PSF P20VI�E STD . HOOK ; ML CODE R�U�iS F� 1HE iYPE pF a�l�iqN S��D gr i}f �' ��' � � � � � �� � � A; �T � � DL - ; : � P5F N42MAL WT. TOPPING IF TENSION Ld. IS ARCHIECNRAL DRI�INGS. SiRU(:il�tN. SifEl MEl18ERS 9iALl � t;�SID�D UNiESTRAN�D l� OTI�RW�E 4 FEET ON CatiFR (iYPICAIIIfj. REl1�FORCE]�NT SWW. BE FUlY GROUim NoT DEVELOPED , � I N P L A t�. G R O U i S F W.I. D E V E l O P �0 0 P S I I N 2 8 D A I I S M D Y E E T I L 5 1 1 f C 4 7 6. � '� � ` � . ; � � _ C. REF�t TO ARCHII'ECil�tAl. DRAMiNGS FOR WD SPNCE BEElONi NON-SIRUCTURAL C. flL Nl V0106 MO BLOq( CQJ.S S�LDLY MRiH A5i110476 t�OUT FOR A .c, wa�� ' P� ow su�-c�-c� (�: sa.s rt�. o�r� o� 24• ea�►n� �o � s� � s�oE a� w. e� r�acraNS o� o�z . , . i ,. �� t� �� ��� �, o- BEYOND 1� , •.. i�� . 3. f�A➢�. D. PROWIDE A �i(� CONCRETE SUB I�ER ALL MASON�Y wN1S ON SLABS. SEE P� Z . . � . � _ = II) ` ' , � � a �-P.G . PILASTE2 r NRI�,�TECTUtAL DRAWNa FOR LaA110�1 MD EXIFNI. OF WIWS AN� FOR OPEFNI�GS, H021ZONTAL _ � Q � � � A W1XNIl�1 S01. OE�IGN PRESSI�E 4U00 PSF SUf2GHA2GE � • =IIII • � N10F MIHqi REQUNSE LNiELS. SEE L406E UI�I�EL SqfDUE FOR FRAI�ANG ONER - . I �'� NON-�IWING OPENMIGS IF NOT S�IOwN ON SIRUCR�iAL DRIIwN(�. SFE IJECFMM('JIL 1 °�j . . . PSF � � e � . _ P = AXIAL LOA� F20M W � IIII , '� "'. ' 2EINF. GONG . B. OONiRACTOR TO FOL.t.Ow ALL REOOWEN]AT10NS IN 90N.S REPORf N0. 95-221 ORANIINGS FOR OPEN� ALL OF �iiCH RE Q U R E UNIELS. L 1 0 �`� ' � X F L O O R A N� / 0 2 � ' ' I � SLA6 � � B Y K O E C H D N C�UL i N G ENGNEfRS I klm � . 2E: PI_AN �� 0 _ 1200F F2AMING � � � ST�. HK • • ' ' . I, ' ' � � 1�••� C. All FW1N�G ff�NG ELEYAT10N5 SFI�N �RE ASS�IED. DG�� �N�IG E �TE �Aqt tMt('S S�LL CqfORl�l TO AStM �i0' GRADE N. B�K SFNLl HORIZONTAL SUI2GHAl2GE � ' � ELEYATIQNS SFW.L � VERFm N TFIE FE1D wI1H A�IUAL OOI�DffIO�S Br FU.FlLL AStY CG1. I�ORfAR SFW.L ff iYPE S OR Y� AS1�IC270: L EARTH L � � . ' ,� � � -" EARTH LOAD = 115 sf � ' GONN_ BY t'.G . MFG . -^r. - O C0�liRAt."TOR W(iH APPRONAL OF 901LS ENqt�EIIt MD Atl BOiT01�1 OF 45 PSF � DEAD LOA � = 4� sf /' Z . . ' . ' � � TYP . FTG. IZEI►�. 2E: PLAN ' " ' , � - r •- - -_ � � �E� F. W�90NZY SHEAR �N.LS SFW.L � REI�IFORC� MO GROUiED WITH �STY C476 -; ' LIVE LOAD = �� sf � � FOOIINGS StW.I 8E A I�MitUY OF 48" �W IXiERIOR GRADE. P ��_ , � J � , ; � . . �. . � -_ - - ., � � � � �' ' � � . . SHM � GROU-r IIII_IIII_ III� III =IIII �T � '„� BA�S TO MATGH • . ► . III=IIII = F�+�i E...� D. N.l. F001NG$ ARF TO BE PtACED qV FI� 1A�51UR�D� NAll1RAl $OIL TYP . FTG. 12EIt.�. = II1I= IIII G. WHERE �iASO�RY LN�iF].S CR06S IXPMISION OONtROI JqNiS IN YASO�t1f, _ _ _ oR PROPER�Y tX�IPl1�rED BI�O�tu, APPRaVED Br THE 9ol.s ENqIfDi. I�.srALl ut�rF1S 90 l�r►T T)f u►+frE1. �INY sLDE a� o�E D�D. �IlII IIII � aac�xi. swu� ff aor��a �ro s�r (�i�u) sr�attu �ocroR p a � . . . ; . - , � Df]�51iY lArtF�S O11�ERwISE RECOWE1�Dm N iHE SqLS RfPOaL IF S(�T � TENSION �.d. W " �� � . �� � ' j . . . w SPOiS ARE EMOOINr1ERm REl10VE S01. N+D RECOYPAiCT WItH APPRONED H. MA90rRY StlAtl CONSIST OF C4NCRETE �.Oq( wIT}I A iNll�l I�TNiATE _ . � 4 . . , , COGIPRESSNE SiRENGIH f m OF 1500 PSi. V � • 4 • SCHEDULE. . , � , •. � f�'E: PLAN 012 FHI. (RE: SOIL REPORT FOR Df.�PiION OF BFARNiG SOK..) � : � . . F02 2EINF . � ' I. ALL CYU WN.LS REQURE 2- #5 M CONt�lUOUS BDND BFA11 ABIrIE NL.L DOORS 1WD �pZ TYP. STEPPE� FOOTING DETAIL , � � . � � . � E DO NOT PI/YCE Bll�l AiGNNSf F�IA�AliON M1N1S U�1(� LOINER LEVEl FLOOR MID �Ih00NS� AT f100R MO ROOF UPES, AND TOP OF PARAPET� UPtESS OTFER�ISE NOiID. ,� � ' � � � �N ��' PX = AXIAL LOAD FROM � � Cj T ( � � � GoNTiF�IUOUS 7. �, �; L.11 FL002 AN� / 02 2E : PLAN FOOTWG � � f. CENiQt AL.L FOOi1NGS IMDER � COLI�INS OR (�iD LJI�ES UI�L6� OT}�ISE NO1ED ON PLANS. 200F FRAMING �/4" = 1'-O F3EYOND a � ��. � � � TO � �a�►„� � �� S � G 101`I 2 : G. iX�ttRAiCTUR TO PROVIOE, AT HIS D(PDdSE, F�].D DENSIIY TESfS ON COIIPA�CfED FNl PIPE OOIUWS MHICH SIiN1. CAI�OR�1 TO IIST�I A53 AND TU� COLUJNS TO T , tI�DER FOOTNdGS MD INiERIOR A MA�It�I OF 1 f�EPR�SEMATNE ASiMi A500� GRADE B, U1FST ED(TIONS� MICHOR BOLTS SFW.L BE I1307 SfEEl MD . 1fSi'S SW1L1. � TAI�N FOR EK;H SECfION OF FOOTNG Ai� SLAB-ON-GItADE LATE2AL� � �/4" = t'-O � ,� , f�/9(�.11JWEOUS EI�EDDED ffE11S SHALL BE A36 S'fEd. EA2TH 'fE � H. N�Y SOIIS � W�fld D(CAYAiION IS COIPIEIED 90 i}MT COt01- 45 f'SF � � � B. S1fRUC1URAL SfEEI. SFW.L 8E DEfAIED MD FA�I('ATED N A�ANCE � iIONS WIY � N�SPECTED PRIOR TO PLA�EIEI�f OF IWY F1LL OR CON(�iElE. M�iH UTFST PROVISIONS OF N9C "6iI1NWIL OF SfEIl. OONStRUCiION.° �- E : PLAN � �. u�E$$ o�}�ns� ra�n. u� $T�r�o�u Fr�u e�u ca'��T�or�$ � W 4. �: Wflli Sfm. BOLTS PER J11SC "WIMNIAL OF 51EEi. C�LSTRUL'T10N" TA�IE 1-A wf1H ' .c. co�.. R.E: � A325-N 80LT50R WELDED EQUNALEHf. SELECT OOM�ECt10N AT EACH _ � _ P�� � Il All CASF�F-PIA�CE CqNCREfE FOOTA�IGS MO WALLS SFNLL BE YADE wffH IYPE I PORTIAND CEwiQ�ff� ST01� SPLICE TO Sl�'ORf 64X 11f TOThI UI�ORMI L.QAD GIPJ4CtiY FOR EACH GNEN •--- ��� � � ��� � � � BEN�I AND SPAN FYIR I�ON-COhIP0611E YEIIBFRS. M021ZONTAL S'tRE]dGiH W 28 UAYS. N.1 ri�l5f-IN-PLACE CODK�ETE TOPPINGS SHAII. BE IIADE MMIfiiH TrPE I PORtIlV� CFI�IEM, H LTS BY P.0 � ' Si01�E A�EGAIE MD StW.L DEYELOP A I�MNNI OF �000 PSI COIdPRESSNE SfRENGiH N 28 QAYS.IF CON(�EiE SUf2GHARGE ���, �„�� D. �INYI�I wELDS TO BE NSC AFDfOR AWS 8Uf NOT LESS TFY1N 3/16" Ct�'fiMl10US 50 PSF ° v. � �j � SIPPLER PROP06ES USE OF RYASH fE SHAIl. PRONIDE OMR�R IMf(H LEITfR N�ICATING COST REDUCTION F�1FT I�ILE�,S OT}fRrMSE NOTED. � ~ � � � , � Y`v A T i I I Y E O F B I D. �'�� II III RE: SEGTION 3SG 2�: pLAN '� ��/ p � -III �Q 1/2 !SO JONT � E. AI.1. WF1DEIiS StWl. HAVE EVIDENCE OF PAS�NG iFE JWIEAICJW MIFFI�NG LATE12AL ' �) ' � ' W.WF. p d i B. THE YODUl1S OF ELASIKXiY OF AI.L t�NCRETE SFbLL E)QC� 1Nc � � 33 Pc SO(�TY SiMa1RD QUN�1G110NS TEST'S AS DETAI.fD NJ AMfS D1 .1 . EAI2TH -� -' � .� (OR 57,000 PC NOR�IAL wE1GFtT OON(�ETE} 45 PSF SOLATION JOINT � `� ' -►. : �(1 !""�'1 �--� F. SIRUCiIJRW_ SUPPLER TO FURNSFI LNfE1S FOR N.L IdASON(t1f OPEI�NGS NQi ., � . . .� . - . �. F.y /� � /�p�K 2E: Pl._AN ' :� - •� i - - - - � � , y � oG� JflwfJ/ 15 fLGI /Y�� � � YLC(�/V IfNL Ifllf6� � � � Jfl�.L fl\LG 10 �IVTL�IRRIiL� tV��VI{ . � r � � . Q p �p �,q� p� � • . .. �0y�O p�,q7 O �.,�y7� Gy_ 0 . � . � . e � �- V`�OOOV Op . V`�ODOVrO V`�OdOV OD � � z Hou�s n� Poura�c. c�r ul sus r��uar n�ouai ,io�rr. aor��on Mo s�atr�c. � _ � , � DOpO � O O° � DO°O00 • � ODODOO°�d�O � OQO°� � ' _ . ' � ' ' ' ' - � � � ��� �� � � � L (� � - � � ' . . , . , . ' , • . � . ' . . ., � + . .. ! � � � C�� (�� D. SLABS, TOPPNC�, F001� BEA�IS AhD �N.LS SWltl NOT HAVE JONiS IN G. iHE lER1�lOL0(�'Y �ONi1M10US' t�FANS aW�T11Y. PROM DE iHE �AR1f � ' + _ - - - - _- - - . owt Q = . . . ," : . .. � . .. : : : . ' . � . ° , o .- II A HORQONfA PLME. AN1f SfOP N OONCRETE �RI( YUSf � I�WDE AT iHRD JOM�i DEfAILS TO ALLOMI FOR �11LDING I�VD�ENI�. OOOfmN�4►TE LOCA�IONS ' � . : PON�If OF SPAN INtiH 1�FR'I1CJ4L BUJO�JID6 At�D HORQONfAI SFfJ4R KElfS YM(ili AR(�11ECTUiAI OOG(1T�IOL MD �(PMISION JOINTS. � - . °� (�'� ' •' - � . - , � � � � � . � �.,"; t�1.ESS OTtiER1�SE SHOwN. A110(M�5fRll�ilON ,JOINI'S sfwl BE AS DETNLED oR As L �'i � _ i =11II � ' . IIII , m s ' �E� � � �. H. � ��$ � ��$ ���i � � �Q� �� �T$ H021ZONTAL ,�_ -- � o . .�\ ARE NOT SPE(�ED. SEE ARCNIE�C7UtAt. MID I�ECFi�NCAL DRA�NGS fOR NALFR SURGHA2GE � E A1100NCREiE WORK MD fiF�OtiCE�M DETANJNG SWIl1 � W A�COROANCE WITH HOLES, SPEGAL DETN.S /WD Y9CE11AFEOUS S7EEl,. 2i5 P5� < ;` . , . , F� o . 1" ir� � c-�oUT • ` �.r : P = AXIAL LOAC> F2�M kq BUIIDING CODE 318 IAlE�T mfTION. UN.ESS NaTED Oi}�RWISE ALL E)�06m L13 "� X o � � EDGfS OF CON(�El'E IMORK SHALL W1VE 3 4 NCH CWWFER U5E STN�RD H0�(S I. Pf�VDE TEMPORARY �, AND PRECA�JIIONS (�ECESSN�Y TO NI1HSfMD p2 FL-0012 ANR / Of2 _ I ' ' � � ; . : 12E: PLAN AND SGHEDULE � ,� ROOF F2AMING (�)-#S GoNT►NUoUS ON DO�IELS UN.ESS OTFfRNfISE N01ED. AlL CI�I�SIRUC110N N�Q/OR WNU LOADS IMTL Atl F�7.D OON�CIIONS ARE . ,, CaIPL�EII MO SI�AR WN.LS OR �CKS ARE IN PLA�E. LATEf2AL � H021ZONTAL SU2CHA2GE . • F. P� PRECJISf CON�EIE SFWl. ff WDE inTH STONE A�D(�iEGAlE � EA12TH � EAD oAD = 4sPSF � � '�, �.J � G T ( L/ �I � A!� SHALL DEVELOP 5000 PSI CONP�SSAIE SfRENGTH. J. SiEn FABRK',ATOR SHN.L NOT REC�VE ADD(iIONN. C0IPENSAliON FOR SIiOP 45 PSF 5F #s AT a � ^ :+'?� �� � ,x, � D I i A W I N G 1 1 1 E F�O R R A N Y � T O E R E C(1 0 1 d D W►M�M�I G S N O R F'C)(2 M I Y � L I V E 1_O A O = S�ps f � . °` �`_ 3/4" = i'-O G. PREiD�SIOtfD SiEd SHN.L NOT � RQfASED tMilL i}E �fE WlS � TO PECE ORI�WINGS P(ifOR TO FNGIt�FF}25 MPROVAL OF ERECTION �_.' RFJ4p�D 3500 PSI (IrMdWll) DlCEPT IIS NOrTED. DRAwINGS. 2E : PLAN P.G . WALL �. H. DEULS OF Nl PRECAST I�I�RS SWILL � St�NiiFD TO THE E�R K. M�EVER WSONR1r RE515 ON SfFIl BEIWS INfiH FLMK�S WIRROwER TF�W ° i /Z" ISOLATION , ACTUAL Wl� 1HCKlESS, wE1D 1�4" CON(IM10US PU�iE TO BE�W FIANGE. P� JOINT FOR REVEW MD �IEI�ERS SI'IALL IdOT BE FIIBRICJIIID PRIOR TO REIIIF]N. WIDfH OF PUTE TO � 1�2" NAfiROWFR 1}NN YASO�RY 1HCKI�SS. � � � » RE= PLA ONG . S�.AB � � GT101�I � � ° � ALiD�IATE DESIGNS OR DETAILS IiNY ff SUBSitMED BUf USED Ot�Y AFffR . ' _ , - EN(� NRITTEI�ii APPRWN.. 11LONG �tiH SHOP ORAM�NGS, D61GN GLCU- 8. ��i S�lJL �/4" = t'-o � � � � . . UT10NS BfN� THE SUYP OF A � PROFQ'SIDNAL D� SHN.L •T � ��� �� � ��. . - 8E SUB�i(IiED. A COPY OF PIANT CQi11fIG1T10NS 8Y Pq SWlll. BE �D. A NON-S�f�A( GR01li SHML � PROVDED AS fOILOWS: ° � � � - i • �tWE�1 COLI�IN BASES NrD FOO�GS. L14 �'j� = AXIAL LOAD F(ZOM o ° I. t�cASr cor�.� �u. � wuam �wD �Cit� N A wu� nu�T � PZ FLOO� � . :. . . "� IiII �� II IIIi�� IIiII II iIi Ii� iIII WILL NQT I�IPAUt iHE STRENGIH OF THE I�EIi�RS lWD NDEWAlE TElriiPORA17Y 2. BEtWEDd COLUYN TO OOLU�N CONfECiION N IYN1Li15TOf7YY SiRUC11JRES. T 3. AT OOLUi�II TO BEIW OOMECiION llt� OR �I TO BFJW CONNECiIt)N �ATERA� : ' , . 111 = 111 ! ° Revisions : ew�c sw�u. e� �tvwom tx�tt� iu..� r�u►�n t�.o ��cnot�s w�v� (� �rmcns�r e�ws a� co�tt�uotu� W � . 1111 -1111 BEaI FI�lY OOipIE(ED. PROMDE LIFTNG DEVICES 1HAT IIAl SUPPOaf 1�K� 4. BEIWEEN PRECASf INNl. TO PRECASf WNl. JOINfS IN I�l1L.T1-STOR'� 45 PSF � � (� T I � � -��- G �..� � � U � � � , � III IIII 9 - 18 - 95 DESIGN �E woa�r o� n� �sr ��xs �o �t�r � r�r To � �r �osm. � 1111 = DEVELOPMENT r Nl CO�NECiIONS REQURING DRY PApaNG TU 8E (A�IPIEIED BffORE APPLYING �' > i =�� ��� � � • � 1111 = 11 - 29 - 95 � ��� � ��� �� �'T �S � �TM 9• �� MARK FOOTING SIZE. (�EI�02CENlENT REMA2KS . � . =IIII 5U � CONSTftUCTION e� pu�s. . - A � �� �� � � � � �� �' D �CUMENTS .r \ � T .� • J. T}IE wE1DNG OF pJMECIIOt�S FOR AI.L PRECAST EI.D�(i5 SHN.L BE NI A�RD- �� �c�,��p X �o�"�� X ��-�O° TO�' . e , M�E WI1H AWS Dl .l OR AwS D1 .4. ALL MIFIDERS SHN.L W1VE EV�ENCE OF PASSING B. VERIFY Nl �ENI�S iHROUGI� Fl.00RS, ROOF MD wM.LS WITH YECHMNGL MD 60TTOM (7)-#7 EAGH WAY 12E: PLAN = � - � _ � = III ' i2 - 2S -95 � - t�E aws stn�o qt��nc�s tesrs. srm �tNC �a�s swiu. e� a E C� o a�r w�c.�r a R S. v�n a r r o� �o r a n o�s. s¢E S, u�r t a s, a� , „ , p , p T�, _ 1111 =NII _IIII � III . S T R U C T U R A L � PRONIDED AT N.L SUB FDGfS AT B'-0" ON CE�tiER (MIM�II�I� UNLE�SS �RWISE (�j� ��� � �j�s (�F(E ��. ` F2 12 -0 X 12 -0 X 2 -G g p T T O M (1 3 y#8 E A C H W A Y . ��M � ���T C O N C R E T E P A C K A G E S F I O w N O N P I N r S. L�1 f E U N G P l A l f� S f A�I(E D N E X C E S S O F 1 Y U S T 8 E W E 1�E D `°�-`�--V.. N TOGEl}fR AND APPROiVED BY TFE Q�i. PU11ES IN AD�114CEM SLABS SFWl C. Pf�OR TO NSTNIATION OF I�Et�IANGIL MD ElECiRIGL. EQl�1�Nf OR OTHER LEVEL Z05 ., , � , APPROVED ' BE WEIDEQ TOGET�fR 10 EL.Mi11NAiE DIFFE(�ENIUIL GW�R. PRECA5i C�IONCAEfE F� 14'-O° X 14'-0" X 2�_l0" TOP � o •. .. . s • I , . 1 - 19 - 96 , NC (IpiS TO 8E AITACNED TO iFE SRiUC� �S APPR�VIII OF t�CiIONS VE12TIGAL LOADINC DIAG2AM O �OTTOM (n)-#10 EAGH WAY • � � . SHELL/CORE PACKAGE L.IALLS TO SPAN _ _ N ° ` . 4 . '. c�cnoHS sfwl e� a� r�ao�Y wau�e�E sim �wu swu.� e� �s o�ra�n. a� su�ts sw�u e� c�r�r�n. u�.ess s�a�uY o�ai.m o� : ALTERNATES WY � SUBSfiMm Ot�Y AFIfR RE1�E� BY 1HE ENGA�ER. ARCHiECtllRAl AND SfR�1CTUWIL DRJ�INGS, RESPECi1VE SUB(�NiRACTOR L.15 HOf21ZONTALLY � ., , . ., ., , „ . .' TOP ' � i ' F�+ � ¢ �� -- . , � t. � � . . , . o .. , 4 . . , _ ,� � � ,, ,�, ,;. - � (3) - �s GONTINUOUS � 2 - 2fi - 96 5. �IQ![: SFNLL FI�SH ALL HAN(�RS, CI7�A�ECiIONS, ETC., REQUNZED FnR INSTNJ.ATION OF �, e�oTTOM f` ,�`j F�.S tTEMS. • , - : -� � ,�� �. i � w�'j � _ __- , • � � . , . , . . ADDENDUM #6 (� ro� � �'� � �. � � ��u�u � �tt �r � I A Atl �IfOi�NdG S�Wl. ff HGH-SfRENGiH DffOR11ED BN�S i�ORMING iD D. P(�IDE ALL EIIBEDDED IiD�IS N SfRUC7URE AS NQIID ON AI�tEC1URlll., LATEf2AL � �-_/ ' ` ��. aoTTOM . 2E : pLAN �/2 C� !v57�11 � `Tl �tit ASlll GRADE 61 �, t�tADE 60 IXCEPT TIES� Sf�RUPS At�O PIAlE ANqiORS WF#CH 1„ECFW�Cl11, p.EC�RIGI, ANO S1fRlfCiURM. DW�INGS. MIISC�lA�EOUS EA2TH �� SWILL 8E DffORt�D BARS, ASilil DESIqrAl10N A615, (�iADE 40. EI�EDOm fTE11S MID ANCfIOR BOLTS SFWl � FUi�11SffD BY SfEIl. SUPPl1ER 45 PSF � `�� � - . � ;;�°���..,�. ..y,_ �,�_�.m.�d.� ���. � . _ w. ��R.� K.a .�.��e_.. _, ...�.. - � � G T I O1`I �- B. IMEIDED WIRE FABRIC St41LL CONFORY TO AStY A185 Ai� SFW.L 8E LAPPED IaD NbTAL1ED BY OON(�iETE CONIRIIGTOR. Slffl SfW.L FtA.FtiL AST�I A36. .- OPE FUl k1ESFl AT SIOE MD F3�ID SPUCES MD IrNiED 10GET}ER. E PROVDE ASPIiALT1C I�IASTIC-�QATNG ON ALL 5iEF1 IV�O MIOOD IXPOSED T� THE �� � +�Rw�� E� I'10TE5= NOTE: 1. 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SLAB ON I � , I p AND SLAD POP �IJI' VAI_VES . � � `� � , ,: + i ' § � � „ f � � , �; I I Gt2A�E � � _ � � � Revisions : I I �,_____,-_ �'�'`-� : ,n '� i ��� �� � � n; � r � �. � ;�� � , . ; � � i i ,� � � , � :- � 9 - 18 - 95 .: -: � ; � � # , � � � : i - O � O i i r - - - - - - - - , F� � i ;,- � DESIGN DEVELOPMENT � _ .� .� y � r - - - - - - - - � �3 ^ r - - - - - - - - � F3 r - - - - - - - - � F3 � � , _ t � � � �-� ` � r - - - - - - � F'� ` � � ( � �� � � � � � � � ,`� � � � r - - - - - - � F2 � � � - - - -- - - - - _ � - � i � � � � 11 - 29- 95 • � � " � ° ., � � ' �� � �' � � � � � `� � � ► � � � ;`� � 50% CONSTRUCTION � o �„z, _ � � - � -- � � i i i i ; i � i i i i i � i i i i i � , i . . . �- . fr, ' \` i � � :' � � � I . �.: ' � . � � � � I , ,.':: � � � � - ( � :>� � - - - _ - — - - - - ------�: - - --�- - - - - --� - - - --}— ; - - � - -- —� - - - - � _ - - - - �- - - -+— - t- --r— - --�--- - - ---{--- - - - � , - ---F- - - - - - - N . 2 2 - 28 - 95 OC M T . � _ ' _� ; ; I ) � , , ., I I L _ J I I I I t. _ J I I I I � I �`� i 1 C il I • I I I I I I I I I I � E� ' f� S�o�S{� � � � � � STRUCTURAL -r.o. c_ �r�ia � ► � , � � I � i � " i CONCRETE PACKAGE ; t. �� � � r- - - - � t i � I I � I LINE H.z I � I I I z � � i r' '� L -r - - ' L - - - + - - - J Y� I �. : �d;' . t � � �� A ' �- - - - - - - - - J L u - - - - J � �7q�-'�oN L - - - - - - - - -� �- - - - - - - — J `"' � �� I � � - 1 �7 — � V . . � , �,x � � 7� � t C178 -O ) , D f . I � r ''_ � � ; � 'P�� '9� ;' TYP. THI GfZID 18X18 Pr.' ECAST � � �_7 ^ � �_7 �� SHELL/CORE PACKAGE cv � � ;` � ' ,r.� *°"� ' � t`` , GONG12ETE GOLUMN �- I I a 2 - 2B - 9G . .o - 1� - G' � TYPIGAL � , � C�� � 'P ,�`�' , � T.O. CONG . � � �� � `� -O ,- I _ ' " �` r� = 179�_O�� 15 - � - . ADDENDUM # 6 � ' � t � �} � �� ° o � ( i W ° � �� � a��Nt�c� � �'ii ��f�,� � � �- � s� �` J I" � � N ror� r�cNS7RtrC7"1o !� � `�-' � � I �, : - °t `- ��' � �� ' _. ". S�. — — — � — — — � — — — — � ` °_°�--_ ��.� = i - _ v , r �1 r � — — — — — — , � . �i � ^•'��, N _ _ _ •. � � ,,-',� �TL 2E: A2GHITE T F02 GONG2ETE 10 - z� ' t � - - - - ^ - - - - � - ,;� ��` GU12BS, l-JAL WAYS AND ISLANDS ( , I �Y ����,,` j � i . I }, � w I p � � ., Sj����'i . ,� - � � ' �.., � - i - � � 4 r - - - -+- - - - � FZ � - - - -�- - - - � FZ � - - - -+- - - - � FZ r - - - - - - - � F2 FZ � - - - -*- - - - -L - �-�-'- - - �-- � � , �% '��, , � „ � , � � �, - , �. � _ �- � � I I I I I I I I ,� �'` I ( - _ � ° . : . ;�r � NOTES: ' ' ' � ' - \ ' \ \ � U � :�` I I I I I I I I � , I I r —,_� - _ . , �� � , � - L CXXX�- XX") DENOTES TOP UF F04TIN .F..-� ELEV TION. ��` \ ' � � � QW :,�' I I ( I I ( I I _ I _ ( r ,,��.--- � � _ � ; _ �: � f R I .- �xxR'-��r�ra-rES-ro�P2�sr ar��T �c� c�r� a� ' Y, - 'r--�. - - - - - —� - - -�— - - - - I _ —�-- - - - - --�-- - , _ � - - - ---}- - - -{-- - � I - _ I - - ` i � - J - �F ' � �;., .,; 3. Fx DENOTES TYPE OF FOOTING . 2E: FOOTING SGHEDULE F02 "'�IZE A D � l' i , \ \ av'' � �_ 3�� I I I ( I I I I ' ' � � � ' � ' � b" THIGK P � fiQ�LQ�q�I � � F e�4; .� � � `'� I I I I I I i I I f '� � � �,.IALLS. � +�v� �•. ... �!`"6 � � \ ;• A2GH T � ^ . (,, p 2EINF02GING . 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THIGKENE� SLAB BELOW ALL INTE2102 CMU WALLS SHALL 8E fZEl� 02 ED I..11TH \ , \ ; � � - i- Fl ' Fi - �- Ft ' - _ - , � TA12 _, ' ( ;� = C2)- #S CONTINUOUS . "` - - (178' -O") - - - - - - - - � � - - - L 10 7YPIGAL THIS G21t7 - - - � - - - L F1 - - - - - - - - - - - - - - - - - F� J L ._ � , \ ;, \ � - - -, � � _ '_ � �' � � � � � � - - ,- -, i� ! - - #a Froject no : 2790 � ,,. - - - - - - - - - - - - - - - - - � � - - - - - - - - - - - - - - - - - - - - - � + � - - - - - - ; k� � - - � J ' ' ���, � 7. � INDIGATES MASON2Y I.JALL ON SLA6. 2E: P2EGAST NOTES F02 I GMU DESIGN LOAD F 2 � �� ( � �� - - - - - - - - - - -\ -_ _ __ , -- - _ _ _ _ _ _ . -�- - -• - - - - - - - - - - ' _ _ _ . _ �,--� -,-- . _ . _ ,-,- � r � _ ,- _ _ __ _ __ , , ,-- _ -,:,-. , __ r - _ , . _ . , > - -- -- — , _ . . . , _. . � . , --- , , . . . , . � . , _ , , ; , , , , _ , . �, -:. 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A L L I N T E 2 1 0 2 I,.l A L L S S H A L L 0 E 1 0" T H t G K P 2 E G A S T P A N E L S U.O.N. ' S1 G '�,,,� � ' Checked b • JIN �� �� � �� �� ,� , , � � �� �. Al_L PRECAST FL002�a SHALL FjP.VE '� MIN{MUM TO S MAXIMUM THIGKNE4'iS TOPPINC.� � � � 8 PG LLS AT �� , �, ��� , g q _�, ] .=�� AT DT. t_EG BEA2ING AND 2 1 /Z MINIMUM AT MID -SPAN . l-JATE2P200FI G SHALI_ BE MECHANI L SHAFT _-i_'" - -� Sheet Of � APPLIED PEt2 ARGHITEGTU12AI_ D2AWINGS. 2EINFORGEMENT OF TOPPING �IAL. L. BE � XG - I (Z LOGA NS). 'i `- � � �'� W2.1 X WZJ WW�. � 4 . SLOPES OF PA2KING Al2EAS, ST02AGE AND WAL.KWAYS SHALL 0E P�O `JIDED 0Y L �S �r-� � ' �-.a.,,�__... - ..W:,:�-..�-�-- � c�v SLOPING D.T'S . PLANKS. AND PREGAST OEAMS. '�""" - . .-.,.: �'°`� �+ y -�...,m,�,,.. � -��.,,� O t. � 5. P2EGAST MANL�AGTU2.E2 SHALL INGI_UDE A LINE2 l_OAD O� � 40# /Ft . W►{E2E w��� ��y""°`""`�`�� � /� I \ � I G� ��^�__� � � � ° � GMU I.JALLS A2E SHOWN ON A2GHITEGTU2AL 02 ST2UGTU2AL Pl_ ANS i I II � �� ^ � . -�-- INDIGATES TOP OF GONGIZETE TOPPING SLAB ELEVATIOivS � � � � i N 4�i � � � � � � � o U �J � � T I o N � �___._ � N � L— � V � L.-- � � I `� O ��� � � N REFER TO A2GHITEGTURALS OF GUR6S. , � � �� `7. ALL P2EGAST GOLUMNS SHALL BE 18"X18" U.O.N. t2EINF. WITN (12) - # 10 ANL' � 4 TIES AT 18" i /8" = 1 ' -O" �� � : ,.i '�-`�� 4� '.;:'� ,� � � � � 8. P20VIDE TOOLEO JOINT BETI�JEEN ALL JOIST BETI.JEEN P2EGAST �2AMINr � � � s� ' - �I � MEM6E25 (DT, L, IT). 2E: SECTION 7SSG F02 JOINT SIZE. 2E: A2GHITE �T FO�? JOWT GAUI_KiNG 12EQUI2EMENTS. " ; � � -- _ _ _ _ -- -_ _ _ . - - -- . - - _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ . _ _ _ _ _ _ . _ _ _ _ � _ - �_ -- - --- — _ _ _ ------ - - _ - - _ _ m . � Pierce , l0 11 12 1 � 14 15 16 1 � 18 Segerberg & Associates � � � � ' � ' Architects � � � � � � � . �� P . C � A . I . A . 20�_O�� � iCo'-O" , 32�_O�� � 3Z�_O�� � 3Z�_O�� �2'-O" � �2'-O'� iG -O ARCHITECTURE ,4 - - - - - - � � � � � -� PLANNING INTERIORS I ( � ���-z�� I , , _ � ��_p� f-�" Y-i" �[ain Office , a lOQO South Frontage Road lfest �n 4 CAST iN PLAG 2EGAST ST2UGTUr2E Z qail, Colorado 81657 GONCt2ETE � 5� � � � ss ' � � 303/476-4433 ST2UGTUt2E _ i ' 4 - 1 i � - _ _. . _ _ _ . _ _ _ _ , . _ . . ., . , : , , , , _ r � , , , -, - , , , , , ,. . _._. , . _ T _ _ r l _ , . , , , , _,. . . _ . . . , , . , _: = - . _ . , , . , . , ; , < , _ , z ; , , , ' , . , ; , , , . , . , , , .. , , , , , i ,� , , . , , , . . r � ! � , � . .; .. , . �.f� . . . . ' . . t�. . . . � . �. � , : i":. . - - � i . � . .. -.. , f- � � . � . .� �.�� .. .. � : �. .' . . F . :..� , . . � � , . . .. � , ; ; . x _ , � .. . �- 1 . .. , .. , . .. . . . �... _ . .� .. . j . ,. . . , ,� . . . ,.. .. ,-. _ _ _ _ _ . . � . �. . � ; . . . . i . ,. . � - - - - - - _ _ - ' ,, _ _ : . . _ . ; - - - - - - - - 1Tb - t 515 ' _ , - , ; . : � � . : - �- � Denver Office - - - - - - - - - �_ _ _ _ - - - - - - - - _ _ _ _ �_ _ _ _ - - - - - - - - a or Center Sui e � i i i I I I - - - - I I - - - - = = = �I � : 1200 17th St. �� I I I I T.o.0 I I I Denver, Colorado 80202 � 'S6Ga � - - - - L 4 �I - - - - (- - - - L 4 � - - - - - - - - L' `} � = 19G�_O�� - - - - - - - - O L 4 = _ _ �' � 303/623-3355 � b" P G . WALL.S A00VE AND ep � � dj � THIS Gf21D ct� � ' ' . ' � BEL W. ALT�fZNATE AT _ O �0 L�'I'�f2 LJALL. $° GMU WITH . �- � � � I I � I I � I 1 F' ( - � , � r- #S T 4�_O�� -� - - - - Q - - - - - - - - Q - - _ - - - - - Q - - - - - - - - Q - - - � r � ;'�1 « i-1 r%' � � �"� � � i4tY � � - - - - �'i'�1 �. 1�i •- �=';=_ N . �' I I � � I I �t I I v I I �t � � � : °� ' G .A t � N � _j N L 4 N i_ 4 N N N , , - � , STE L' STA125 DESIGNED , ; � I , ( � SS ( , I � � I , I L .4 I I L 4 I �� c : � � � r� . t �� � � � _ � ' AND DETAILED. @Y OTHE2S. � - - - - � - - - - - - - - � - _ - - - - - - � Q - - - - - - - - 0 � - - - � , � Nt.� _ ; _ , Q1 �A . dJ d0 �0 � ; - ;� ; ; . � � '' > - - - - - - - - - �l� Al2 j' - - - - � . � � J " f O #7 8STZ4 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - - ! ti���'� � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ° I� � _ ' I ' I i ' I I ' i i ' f I � I �Y ' ' G - - - - - - . - . - ' I L 4 I ( L 4 I I T.O.G � ( I I L 4 ,; Y � : ' � T.O.G . � I I I I I I L 4 � ,� � � 4- `} I I y�` _ = 195 -� � . 1�i�� _O�� -- - - - - - � - - - - - - - - - � - - - - - - - - `r - - - - - - - - � THIS G21D - - - - - - - - � - - - - - - - - � - - - - � i a- � I I � I i � t 1 O _ BST24 , � , o' , � , a" ' � � ; � I I � I I �- I I �- I I �- l I F- � Q ; � ' _ _ _ _ _ _ � - - - - - - - - Q = _ _ _ _ _ = = d = _ _ _ _ _ _ = d = _ _ _ _ _ _ = Q = = _ _ _ _ _ = d = _ _ = M��1 � N - - - - ' ' - - - - I� 4 ,� I I �-- `} �} I I L 4 � l I �t L 4 I I � L 4 i � � i � s I I N I I N i I N I I N I , I N � _ o � SS p � ' � p I ' I p I ' I p I 1 0 '' ' o �,� 0 0 � �. - - - - - - _° — - - - - - - o - - - - - - - - o - - - - - - - - o - - - - - - - - o = _ _ _ _ - _ _ � _ _ _ _ � � - - - - - - - - - - - - - - - .- ^ N �,�7 a N i i - - - - .- - - - - i i - - - - - - - - - i i - - - - .- - - - - � i _ - - - - - - - - - - - �- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ` � , ,il - - - - - - - - - - - - - - - - - - � - - - - l' 4 - - - - � - - - - L. 4 - - - - � - - - - L 4 - - - - - - - - - - - - � � .. I I I L 4 SIM. I I I I � T.O.G I � I I a I I 8 I i z00 -O � I I = iq� -O � � ZOO -D 7 I I �-�+ , � �� � �� � �� �- 4 ,< : � I I SS I i I I THIS G21D I I I I ; _; ' _ _ = _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ = _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ , - _ _ _ _ _ _ _ � � ; , , . - - D W D - - - - - - - - - - - ' � - - - - - - - � ' - - = - - - - - - - - - - - - - - L4 - - - - - - - - - - - - = - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � � L 4 f � ° _ 8" GMLI WALI_S ' ' � � �� e" P2ECAST SP � NDf�' EL. PANEL � _ WITH #S AT 2� _O�� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SSG - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - M ,_ � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - w ' _ _ o ��,,,„,_,�,, ,,,� _ . P20VID�. SPANP2EL PANEL/GOWMN ,� ` N H : - - - - - - - - - - - - '- - - - L 4 - - - - -� - - - - - - - - - - - - � OF PANEL.ION AT TOt' AND BOTTOM � - - - - - - - - - - - - - - - - - - - - - -+ - - - - - - - - - - - - - ; p • I . _ . . . '- _ � � � � � T- _ � _ _ _ � � � � � � _ _ _ _ _ _ � � � � � � � � � � _ _ _ _ _ _ _ � � �II � ' � � � -� `'��° � �W�� 1 � L 4 � � � 7 � • f T.O.G. SS SSG � 10" � � 1 ' ��� , . � SS SIM . ` 1-•-1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SIM. t- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � \ - - - -- - - - - - - - -,- - - 1q5' 3 1 /2" r ' � - - - - � - - - - - - - - - - - � � � - - - - � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - r"�1 ° . THIGKEN TOPPING � � OPEN '- Fi'� � � � � � - - - - - - - - - � - - - - - - - - - - - - - - - - \ / - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - W L 4 � ' e � O 8" �MU L.lALLS ' � � Sc.� � � � � L 4 � t> � � WITH #S AT 2.'-O" `� ' - - - � - - - - - - - - - - - - - - - - - - - - - ,. F--1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �t �..� - - - - - - - - - , - - - - - - - - - - - - - - - - - - - - - - - _ - - - - - - - - - - - - _ _ _ _ � _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - f - - - - � _4 O _ W � �i � - - - - - - - - - - - - - - - - - _ _ - _ - - _ - - - _ _ = _ _ = 2E: SZG = - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ � - - >_ - � �: � � L 4 � ' ON� G2ADE N I_ 4 � � � . , 2E : SHEET �1 F02 FO DATION OF W � ` O MAIN 6UILDING ALONG G21D 10, q� � N AND SLAB aN G2AD 6ETl.JEEN Q � O r � F..� � - G21DS 10 AND it - - - - - - - - - - - - - +- - - - - - - - - � - - - - - - - - - - - - � ' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - > - - - - - - - - - - - - - - - � - - - - -; - - - - - - - - - - - - - � u � - � � � � ,��,.,r � � . . ' . ,r .. .".,a: _ _ _ _ — � � _ � � _ � � � � � — _ — _ _ _ � � � � � �. � � � � _ � — _ _ _ _ _ — � � � � � � _ — X. > ,. .. _ _ _ _ _ _ _ _ _ _ _ _ _ _ ' �� y _ _ - - _ _ _ _ _ _ _ _ _ - _ _ _ _ _ _ _ _ _ ~� u� � _ _ - - - - _ - --.T�_'= - .''� . _ _ - - - - - - - - - - - - - - - - - L 4 - - - - - - - � _ �. Q � o N u�=�-�:,;" � � � � 5 ' L 4 e J t` �.�:� SiG > � ti � � i _ . N _ �� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � • - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ;� . - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - € :�`�:, -a a � j� – – – – – – – – – – – – – – � � � 1 – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – - - – – – – – – – – – – – – – – – � � � �.�.� - - - - - - - - - - - - - - - - - 1.._ 4 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � � � 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - t� N � '°�"-.�.� L � 4 � I L 4 ; � I I �= _ J T.O. G . � � � ' , � � � � pq - - - - - - - - - - - - - - - - �}- - - - - - - - - - _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _� - � _ � �� �- � - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - _ _ - � - - - - - - - - - - - - - - '' � / - 188 -1 � � - - - - - - - - - - - - - - - - - - Sa � ` - - - - – – � - - - - R - - - - - - - - - � .V _ ._ _ — – � - – – – – – – – – – – – – – – - – – – – – – – – – – – – – - - – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – - - – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – - – – – – – – – – – – – – – – – - � - – – – – – – – – – – – – – – – – – – – – – – – – – – – – – - – – – – – – – – – – – – – – – – – – – – – – – – – – – i- – – – - - – – – – – – – – – – – – – – – – , � � � � L 4 d , ' L 4 ' � �j - - - -- - - - - - -- - - - - - — - - � � � L 4 � � . � � � - - - - - - - - - - - - - . _ _ _ _ _ _ _ _ _ _ _ _ _ _ � _ _ - _ - - _ _ _ _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ = _ _ _ = Q = _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ - _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - � I 1 � � � � N _ � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � - - - - - - - - - - - - - - � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � � - - - - - - - - - - - - - - Q _ o l` 4 O L 4 � i � O � � � � � � � �` N N i - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ = _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ _ - _ - _ _ = _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ = Revisions : 9 - 18 - 95 � - - - - - - - - - - - - - - - L 4 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - T - - - L 4 = _ _ _ _� _ _ = - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ = = "= = s�M. _ - - - - - - - - - - - - - - - - - - _ DESIGN DEVELCIPMENT , . � / ^: . I � � � � � _ - - � � T � _ _ _ _ — �. � � � — — — — — — _ 1 11 � Ctq4 - G 7 Ciq4�_�°] S� L 4 11 - 29 - 95 N - _ - - - - _ _� - - - � - W 3 W .� 50 � CONSTRUCTION � ° _ _ _ _ _ _ _ _ _ _ _ _ _ _ - � � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ _ _ _ - - - _ - _ - _ _ � p = _ _ _ _ _ = _ _ _ _ _ _ _ _ _ _ - _ _ _ _ = = = = = r = = = = � � _ _ _ - _ _ _ _ _ _ _ _ _ _ _ _ �� D4CUMENTS �. ' � o - a� - - - - - - - — - - - - - - - �--I . 2 1 � - 28 - 95 ' STRUCTURAL � _ _ _ _ _ _ _ _ � � _ _ _ = � 4 � _ _ _ _ � � _ _ _ _ _ = _ � � _ _ _ _ , -�. �..�.... _ = _ _ � � _ _ _ _ _ _ _ _ � � _ _ _ _ _ = _ _ � � _ _ _ _ _ = T 4 = = CONCRETE PACKAGE � � ' � � � � =� � �� �-;.4: � � � � � L 4 � � 8° z 1 - 19 - 96 � � ' � � � , � L4 � ' � L4 . �- `�, I � I �' `} I I I � I ' r.o.:e;., �� o � _ _ � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � „ � _ _ _ _ _ _ _ _ _ _ _ _ _ - - � _ _ _ _ _ _ _ _ _ _ _ _ - _ _ = SHELL/CORE PACKAGE � � Q �t �� _ 1�11 -c� f � �� d- - � _ � - � ? THIS G21D < 4 - #� 8 -O CENTE2ED � - � . � - - - - - - - � - _ _ _ _ = - � ' � - _ _ � _ _ _ _ � ' � _ _ _ _ � � _ _ _ � � ' - - - - AT 4 2NE2S. - - - - I � _ _ _ = Q = _ _ _ � � _ _ _ _ _ _ _ _ _ _ _ _ _ N� REVISIONS � � `� �i N IN TOPPI G SLAB TYP. � '`� - - -� - - - - - - L.. 4 p - - Q Q � p � �r� , .. ---� �'�- r'� � � � � N � I I � i I � I I I i �r � I I i `"�` � • I I 8DT2.4 y �, � � ��,-� � � N � { _ 1 N GU2BS.CI,JA�WA ONG. I I � � � I I I �' 4 � � L 4 � x � ( L 4 � ( � � � N t..l.",.a �l�L'<:...� �' ..� �{ � O I � I f Q I I �- � I I I I p � - - = - - - - - - - - - - - - � /c�_ . 6' � AND tSLANDS. CTYP .) ' �O (L c.O r�l S1� C71 � - - - - ;,-° � - - - - - - - - - - - - _ . � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � � - - - - - - - - - - - - � ' I � - - - - - I � I I - - - � T.O.G I � I - - - - p �;�, - - - I , I - - - - � - - - - � I - - - - " I_ 4 - - - - I � � I VA21ES < - - - - - - - - - - — - - - - - - - - - - - - - - - - - - - 3�� GONC2ETE TOPPING - - - - �" - - - - - - - �, `t - - - - - - - - � - - - - - - - - - 85T2.4 - - - ����''%, J - - - - - - - - - - - 8° GM WALL WITH - - - - - - - N L 4 F. � .►�; - - - - - - - - - - - - ' , TYPIGAL - - - - - - - - - - � - - - - - - - - ' : *w . � s�S AT 48 VE2TIGAL .?t , �. � � ( � � L 4 ( � T.O. � � �` I � I SS p I � I 8" P.G . WALI_S ABOVE AND , � ' , . . . . : O � I I I I I L 4 = 190' -G" > I I � I I �ELOW. ALTE2NATE AT < `.� - C` ` I I I I I THIS �21D `- ( � �' 4 � � l�'PE12 WALL. 8' CMU WITH �. . � � S� T ' - - - - - - � - - - - �-- •`+ - - - - - - - - - - - - - - - - i-- - - - - - - - - - - - - - - #S AT 4'-O" _ _ � - - - < � � �t. OS - - - - - - - - - - - - - - - - - - - - - - - - — - - - - — , • =�- - - - - - - �. . ���,P�G(, I , � �� BSTZ STAI2 ` . ,� � --' �` �s-- _ , - —�:a-- - - - - J . q. � �NG ��= - - - - - - - - �i,P � �� � � � � 4 - - - - `�; - - - - - - - - - - - - - - - - = � _ - - - - - - - � ; ���.;�,.��.t'� . - - - - - - - - - - - - - - - - - - - , - - - - - - - - - - - - - - - - - - - - - - - `'`� � � - - - - - - - - - - - - - - - �i CO�- ,,h � - - - - O • O , . ��p��„ :..e�d" - - - - � O ` I I L 4 � ( ( � q. 10 8DTZ4 � � \ �� I � � I I L 4 � � I j L 4 a� � I I � I I , _ - - - - - - - - - - - r � ss � 1 � � 1... 4 - - - - - - - - y- H� - - - - - - - - - - - - - - - - _ � - - - - - - - -y SIM. � - - - - � - - - - - - - � - - - - - - - - - - - - � - - - - - - - - � - - - - �- - - �9 o S � I � I I � t d �� . - - - - I I I I Q _ , o - ' � , . � apT24 � � Date : � - � --96 N � �.� SSG � , � - - - - - - - - N - - - ' ( - - - N - - - - I ' - - - - � T.O. ::. ' - - - - � � - - - - N - - - - � � - - - - N � - - - - - - - - - - - - � L 4 - - - - � = = ,, � _ _ ° Q I I � 4 0 I I � = 191'-0" � I I p I I Cl � _ . . _ , ' ��� / / � ' � - - - - - - - °Q L 4 _ _ � � � - - - � - - - - I I - - - - L 4 '� � - - - ' I - - - - L 4 � - - - - ' I - - - - � - - - - ( I - - - � ✓ ' Project no : 279 � _ � � - - - - - - - - - - - - - - - - - - n .,,'-°'` _ - - - - - - - - - - - - - - - - - - - - - - � ' � , � i . , �� � - , _ / -�-,...� , _ ° - - — - - - - - - - - - - _ , ' . , : - _ . , , _ : . . , _ , . , ..._, _- . , , . , , „ —� ;. . , , . , : ; ; , , , ... � ; : , , . > . . . < , � t ; . , ; , ; , , � , , , , . , � ,; ; , , ; , . . , f . , , , : , ; ; , x : , , � , ,_ , ; . _ , _ , . , . , , , , : >, � , , , , , , , , , , _ , , , . . � , , : , . � ;� , K ; , , , , , . _ . _ , . . _ _ , , _ . . . _ . , . ; . . � ,. . , .- . : , � r f , . , . _ � , . , , . . , � , ; - � i ,� : � Drawn by: CH � � � , I � _ � . � � � � �� . ^ . � � _ � � � - � � � � ' ` 2E: A2GH, GNIL AND A DSGAPE � ' '� 4 PLANS F02 SITE 2E INI G WAI_LS. 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I , t L2 q � �z � , � � , � � � � ' � � � ': 1 - 19 - 96 S� � � � � � - - - - - - - - - - - - _ _ _ _ = _ _ _ _ _ _ _ _ _ _ _ = _ _ _ _ _ , SHELL/CORE FACKAGE - - - - - - - - - - - - - - - - - - - - - - - - - ,, - - - - - - - - - - - - - - - - o ' - - - - o - - - - , - - - - - - - - ' I -'; NO REVISIONS � - - - - - - - - - - - - - - - - N ° � i � � - - - - � � � - - - - � � � - - - - _ _ _ _ � � = _ _ _ - - - - ' - - - - - - - - - - - ' o �_:. � '��% - �t �c ,4 �1� # �0 ° ' _ _ = = - _ _ _ � _ = _ _ _ _ _ _ ' - _ _ _ - - - - _ _ _ _ - - - - I ' - - - - i � � � L2 � � �I�� ��ti� �� �� �� ' Lz � � LZ i I ' �2 I I LZ i I LZ � � �"Z � � � �' r� t`� c� rv � 7?� u c�t' o � � ► I 0 I I I I I I i I - � � - - - - - - - - - - - - _ _ _ - - = r _ _ _ = - - _ _ _ _ _ _ _ _ _ _ > - - - - - - - - - - - - � - - - - � � � - � ' � - , ,: - - - - - - - - _ _ _ _ - - - - - - - - ta�ta � , - - - - - - - - I I � � T.o. c I 1 . ����r�.r��,,,,, - - - - ' • i :.+.�-...... 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