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HomeMy WebLinkAboutB11-0496 REV05 plans corrections required CC1 COLUMN �� 3'-0" ��� / I 4x8-AA6041 TOP � � I z 2x26-#8x24'-6" �12" � EA WAY `° B � AA9042 � �� � 4x8-AA6041 o � AA4018@ 16" � � � EXTENDED DWLS TO _ a BOTTOM OF FOUNDATION � I O E—+ 0 � � N CRANE ANCHORS BY OTHERS , �ADJUST BAR AROUND �B� ELEVATION— CC1 COLUMN r � � s���_E N T s. , o � Stondee � I , � K K (Isometrlc � g� �F view) � � H�— H C B E J � A �r C G � �� �, F 3 Ilool<s A & G optlonal �,� � � Q Release� 0002 Release Description: CRANE PAD 4x10-AA6041 Bor �lark Qt Size Total Len th T e ' ' ' ' ' ' ' (10) EACH WAY, AT EACH OPENING I � Y 9 YP A '8' 'C' D' E 'F' 'G' 'H' 'J' K '0' 'R' AA6041 144 �6 18'-11" 3 2'-0" 5'-11 J4" 3'-0° 5'-11 J�" 2'-0" 4'-2 J�° 4'-2 N" 15'-5" AA6043 36 �6 12'-0" 25 1'-2" 4'-4° 1'-0° 4'-4° 1'-2° 4'-2 X" 2'-1 Y" -- 4x10-AA6041 I 2x26-#8x24'-6" (�12„ A EA WAY 4,> I � 3 � --I 25'-0" � , PLAN VIEW— CRANE PAD FOUNDATION SIZE OF ANCHOR UNKNOWN, ADJUST SPACING PER SIZE IN FIELD 25'-0" � � — �8x24'-6° �12" AA6041 ��8x24'-6" @12" � DROPPED SUPPORT BAR TOP OF CRANE FOUNDATION 61'-0" � � 1 FOR SUBMITTAL 8/5/14 RS O O 0 FOR PRELIM APPROVAL 7/10/14 RS � No. Description Date By I O Revisions and Issue Record � The full intent and purpose of this drawing is the placing of ° reinforcing steel bars ONLY. It is NOT to be used as a means of AA6041 �n �_ R4`��'' communication between the Architect, Engineer, Contractor or any other Sub—trades. / AA6041��� � \ THIS DRAWING IS NOT TO BE SCALED. � � , i � Harns Rebar Denver - � � / � �� �/ / �v1 HaflyS�P�Iar Q�} ssoo co�oRnoo e�vo COMMERCE CITY-CO-80022 � TEL (303)-295-2641 � N8U008�S«811Jth.LOC��$9�V�C6. FAX. (303)-295-2633 ; AA6041 _ �8x24�'-6° Q12° 6x6-AA6043 Q36"� � � Pro'ect: STRATA VAIL � � - VAIL COLORADO � �1 SECrrI�N Drawing� CRANE�AFO NDATION � SCA�E: N.T.S. Customer: PCL Contruction �EY PLAN Contractor: Refer to Release: Date Drawn Chkd. JOB No. Dwg. No. 7/10/14 RS MF 17206118 R100 4 ,�5�1 � �,�0" � i °� 37-AA7073 �48" , ' > \ o �,�,9 � STANDEE �,,-'" \ 1�, 1 x � 9 �0" �I -----------�------------- -- � , o SEE DETAIL 1A � \ 2'-10" DEEP COMBINED ,-� � � FOOTING WITH #10 ,- � CORNER TRIM , „ I- „ o � 9-#6x6'-6' (�12� 0 27- 6x4-6 K�12 ' � AT 0'-10" EACH WAY, �� f � 2x2-#5x8'-0" # �� � � FOOgING�� A�L STC (60`-0") TOP AND f30TTOM � �- � � � 2x2-#5x9'-0" � � � \ o, � (61'-0° 2-' 6x8'-3" � � � � , � � � I � � - ------- ----------------- --- ---�------- -�--� - \ J I __— ��--__ _—�___________________ _ --_ \ __ ___________________r___________________ ____ ___+________ �— ------ _ � � - --------------- ----- 5- 6x11'-9" �12" � 5-#6x21'-1° (�12" ! O O �� STEP BOTTOM � 2 -- --' �, OF FOOTING �\ o� , ;��-''' � - � - G � O � , '� 1-#6x30'-5" (61'-0") � 5'-0" DEE1' CRANE PAD � �� �� \ ❑ � 8PR � - 1-#6x30'-1° , „ n ` "' FOOTINf; ` ` � F\RS� i ` � .,-' � ,� � 12-#6x4-6 C�12 STEP �� �� ���' �� o ,�^ '�.�" � 24-AA5108 (�48" 1-#6x29-6 S�ACING @ 12" � � � �"' � STANDEE 1'-6„ FTG 1-#6x28'-�11" � � � ��`��` � �� � /�i�/ �// I—#Vx2U'—J" \\ \\ � . , � � 1-#6x27-8 1'�-6" DEEP- \ \ � 116-AA7101 (�48" `, A4 �f�,�� A5 \ A6 A7 A8 A9 �o��NG ���`� �� STANDEES \ � °,� �, � �� 2'-8" DEEP COMBINED`�FOOTING �� �' �OOTING 6,, � �� �� � � � � ) �� WiTH ��0 AT �0" EACH �wAY I 16'� %' I SrEP 1 -4" � 14'-6" I 16'-8" I 14'-4" I j 6�'-,�' -g,-� TOP AND BOTTOM I \\\ SE� DETAIL 1A :�.'� � � 12'�0" _ � 35'-�" � � � CO NER TRIM % �' � ��', I 11-#10xh1'-6" I I 3�'-03/' ` 2x�#5x8'-0";��� s�ac�NC @ „ , 2X -#5Xs'-o"' ; � I ��-#�ox� '-s" ��3.$" � ' 1C � - �Ox11,= „ \ I / / � - X . 6'-7" MIN DEV �� � % % ��0 � � �18-AA5004 (�4�" 1'-10° DEEf' � TIL�V PT A 1�T 1 ° �� � � ' I ' � � o I STANDEE 1'-10� FTG FOOIING � i1L 1 L1�1V - 1 x '- " � �' I / ��,�,��OX�-� � i i (63'-0") � x , „ � � N , , � ------- - x ;- ;; � � ,- � � , (�3'-6") � - - wv� T - - � -- --- -------------------- ---6_ 6x41,-6„ �12'�------- -- - -- ------------ - - ----------- --- -- -- -----� - -- -- ----------- --- -------------�--- — - - X ,- „ -------I- ----------- , --- --__-�----- \�— --- -------- --� ---- � -- -- — --� -- _ 6'-7" MIN DEV � — 1 — I --------�-- --- -- -------------- 1 r-- --------------� r------' 1B - 1Sx ;- ;; � ,, '�� ' � ' 30-#6x4'-8° (�12'- ,,,,, -- i �_I_� L_I_J }� _ >� 4,_ , 4 _ , , , ._ ._ � � - �8z4 ;- ;; � , ' '' SEE�DETAIL 1A � ��� � � 2 CLR _ - �_ �8x4 ,_�„ ,, COR�JER TRIM �C ,' STEP BOTTOM � ��� � �2 EW T�Q�'� � i ' � x4 , � � � 2x2�#5x8 0" � � � OF FOOTING � �36-#6x5'-6" �12° � � EL 61'-6� AA6049@10" ;�, � ,- , , - 2x2�#5x9'-0° : �63'-0° I I I � , ) �2 � _ � 1-AA6010 � � � � � - ° � , � 9�-AA7074 � � � o °° �'�� � � � c� � � � ao I �-AA6009 �' ��`9�� SCfANDEES EA WAY � �� I i N , I � I ► I 1-AA6008 , � o Yes 23-9 _ - °° ' I � 1-AA6007 ' � I I � , ,> � '/ � o � � ; ; 1 ,_ „ „ � 1-AA6006 ,� � 23'-9" Plea e Confirm � 4-�0 � 10 � 10" � �� i � .- � � i i11 , 10x14 1 (�10 24-AA51d8 C�48' � � i # 27-#10x40-0 � 1-AA6005 , - STANDEE � '-6" FTG (PCL-RK) I 2A � �> � 6'-7" MIN DEV alfernate to stagger lap � � — - 0 o i i � �� �� i 6-�6x9'-2" �12" � � �10 (� 10 BOTTOM MAT � �a� � , � � , , , ' - �- m � '� i i I _� 5- 6 -8 �12-� � ALTERI�ATE TO STAGGER ��P � ��'I p" � R113 6'-7" MIN DEV "' � � � � �� UPPER FOOTING I � I ,� I � S 1 I i i � `° I � , FO�TING I I I TOP MAT LOWER FOOTING 1' 10" � -- --------!-�- ' - ; ; � _ ---�°P�N�i------ - ; � - ---ST�P--------------- � --------- --------- � �----------------� ----------- S 1 SECTION -�- � i � 6 10x15-9" �10" � , � � � � � � � � � � � � � � ' � � � I � sc���: N T s. � � ; � , , ' „ ' � � I � 25- 9x14�6 �12" � �� � ' ' i i - 1 '- " � i 25- 10x25'-6" �12" I I - - -------------- --------- --- ----- ------ --- � � � , , , � � 6'-7" MIN DEV - � BOTTOM SLAB (� 10° � � I 3'-�° DEEP' ; , � I I � I � �� � (TOP BAR � � � 1-#10x9'-5" I � �� COMBIIVED F OTING 4-6 Ple�s,e Confir ' I � - � � � � �` 1- 10x15'-3" � � � I- 10x18'-2" �10" WO�EAC� W Y (PCL-RI�) � I i 21-AA7071, �?48" � 1 �� � TOP AND � TTOM , , I STANDEES WAY 23-3 PI ase Confirm � � � � 1-#10x12'-4" � � , , , � , � � - � ' 1-#10x6'-8" i j ° i ' , 89-AA7072 0 8° � � � �� I � - = � "' (PCL-RI�) • • • • • • ro� J�nB DEV C 1-#1ox3'-1o" � � � ' � Yes 4-6 � °° � P,�CING @ 1 " � � � = i i � STANDEES � _ � „ � _i � � � � � AA6044@10" �� � , „ 0 40-AA7070 �48 � N N � ;� - I i � m I I I I I N - x ;- " ^ � i i � i i d- � STANDEES EA WAY � � i � � _ e— n x N I I I I N I - X - o � � � � I � � o I I � Yes 23'-3" o , „ � � .- o i i i i � � � - --X -- - -�-------------�--- I ~---- --I I -I----------- ------ I ------LJ----� I ----------- --I-- ----- --- ----- I � -----------I----------- -- � T �- - ---------20- 10'40'-0" �10" "' - - -i--- N -i- I —it--.= I 6'-7" MIN DEV _2�-0" >, � � (TOP BAR) 10 @ 10 � � I Yes 25'-0" j I- s-7'---I j I �' � I I � I � I I I I I � z I � � 25'-0" Please Con�irm � I (63'-6") j ---- � j � � (6�'-0") � I (PCL-RK) I ! � 26,!0" I � WiTH'����A� �000��EacH WAY j S2 SECTION � � SEE DETAIL lA (64'-0") � � 3'-0" DEEP TOP �N� BOTTOM � � ST�P BOTTOM CORNER TRIM I I I � FOOTING `� � � 2x2-#5x8'-0" WITH �10 AT � � j o� �ooTiNC , „ I I j sca��: N.�rs. 17- 1 24'-8" �10" -0 2x2-#5x9-0 1 A � i I � W'AY�"TOPC 46-AA�1 72 C�48" i A9.2 �-� � � � � AND BOTTOM STAND E�S FOOTIN � I `�..�... � R113 � >>4-��o�a �4s° � I I � 2,_4" sTEP �' � � " " ��I STANDEES I � � 3'-0" DE�F; COMBINED FOOTING � RE: SE o � 4" �IRST BAR 3'-0" DEEP jCOMBINED �OOTING � FOOTING WITH �10� �T 9° EACH WAY TOP 9�S1.1 DEVELOPMENT LENGTH NOTES: � I � ' � ' WITI-I 10 Al� 10" EACH WAY I I STEP BOTTOM AND �10IA� 1'-0" EACH WAY BOTTOM I � � ' T� ���� _ _ _ 44-#10x23-4 �(�10_ _ STEP _ _ _ _ � _ _ _ _ _ _ _ _ � OF FOOTING_ _ _ _ �I_ _ _ _ _ _ _ _ � 12" CONCRETE UNDER DEVELOPMENT = TOP BAR T -- ---- --- - ----------- ----�- --- ----�--- -�---- �--- , +---------- 4000 PSI FOUNDATION � • _ 64'-0" ' 63'-0" ' I CLASS A�STRAIGHT DEV LAP o � .,�� � ° � � � �� %/ / �� _ � 6'-7" MIN DEV � ! I�� - pp N i � � � 12 TUP � o � � i � I � , , � , � , , � �� � � � � � � � � � � � � � 1 FOR SUBMITTAL 8�5�14 RS � .._.. o � CORNER TRIM �- � I %�' �/ , - I � 3'�-4" DEEP COMBINED FOOTIN � I I � � o � R��3 , � � I 2x2-#5x8�-0�� ' WITH 10 AT 10'� EACI-I WAY � � � � � 12" TOF 0 FOR APPROVAL 7 8 2014 � �� ° 2x2- 5x9'-0" � � # x � o � i I /// No. Description Date By � I I # TOP AND BOTTOM I o ° � � � Revisions and Issue Record N � I I I > I � 46-AA7122 C�48n I I I I II 6�-7' MIN LAP � M � i The full intent and purpose of this drawing is the placing of I � � �� ^ � I�` -� � 29- 10x31�- �� �� �� STANDEES I � � � � reinforcin steel bars ONLY. It is NOT to be used as a means of 29- 1�X4�-� �1� � i communcation between the Architect, Engineer, Contractor or any � I � ALTERNATE TO STAGGER I � I I I I � other Sub-trades. I I I I 29-#10�x32'-5" �10" �► I � 5�-1° MIN DEV � i �i��-7�� IN DEV� THIS DRAWING IS NOT TO BE SCALED. � � � � � � � 25- 10x40'-4" (�12" I� i - Harris Rebar Denver � 1 ---f------------ --t---------------- ------- - ----- ----------------�------- ----- - --------- --- I ----------- �� SSOOCOLORADOBLVD -- ---- --- - --�- ---I--- — --��----------- --�-�- � Na�ris�ebar� I COMMERCE CITY—CO-80022 � TEL. (303)-295-2641 N I \`\\����� I I I I I I I i � I NationalStrength.toc�IService. Fax. �sos�-2es-2ss3 _� I ���,,` r--� � r—'—� r�I—L----------- ----------J� L— -- J-- J , ----- r I-4L_---__'---'_—'-- —.Ll � —J L�-----------------J I L--__-----_------_—J � , ---------------- �--------- ------ --- I L— ------------- — J , I - , ,--- -------------- Project: STRATA VAIL _ ' VAIL COLORADO 2'-0" BOTfOM STEP Drawing: FOUNDATION ;� �>_8�> � � � � � � 2'-4" � T „ ,� �> � �� >, � > „ � 15'-8 � 12'-8 r 14'-4" � 16'-8 2-4 _ � 16'-4" __j 14'-6 16'-8" � _ 14'-4' � 12-8 SOUTH EAST CORNER � Customer: PCL Contruction A1 A2 A3 A4 A5 A6 A7 A8 A9 � �ontractor: Refer to Release: BOTTOM MAT � FOUNDATION Date Drawn Chkd. JOB No. Dwg. No. 07/08/2014 RS - 17206118 R101 Member T'rtle: BOTTO�I BAR LISf Bar Mark I ay 5ze Total Lenglh Type 'A' 'B' 'C' 'D' 'E' 'F 'G' 'H' 'J' � 'K' '0' 'R' M7070 � 222 �7 7'-111f 25 1'-8' 1'-11 3i 8' 1'-11 3� 1'-8' 1'-11' I 1114' AA5004 33 �5 5'-5' 25 1'-1�i' 1'-1 3i 10' 1'-1 �' 1'-1�' 1'-1 J{' 6�' _ . _. _ _. - - AA6005 1 �6 24'-4° 9 24'-4' 4'-8 Y,' 21'-10 Y,' 15'-2' PA6006 1 �6 25'-11° 9 25'-11 Y,' 4'-11 3�' 23'-3Y, 16'-2' M6007 1 �6 27'-6' 9 27'-6' S'-3 Y,' 24'-8 Y 17'-2' Detail 9/S1.1 still ansooe � #s za'-s�' s za'-s�;' S'-sr, z5'-�o�' �e'-o' holds for all footing nasoos I � �s 3o'-a�' s �0'-4�' 5'-9#' I v'-3x' �s'-o' M6010 1 �{6 31'-8' 9 31'-8 H'I 6'�' 28'-5 J4' 19'-10' steps, or use detail n�o�a ���o �s,-2: �5,-2•I provided and ano�a� ���o za'-o' za'-o'� �— approved in RFI-0076 � ��t�°����u�.c��,�sn°W"o�g`— \ � y � I I �/ ` � '� -a+s�a �pio �s'-s'- - �s'-s• � \� \� ' " " \` \ \ o� Q �10„ \� Frstand Last bar in V�10Grou Shown On 29'-0'l �\ �\ 5-#6x18-0 �12 �-2x9-#9x7'-6" �11.3" �\ ,���' � _ ry P _N „ � f OOTING �� �� , ��, 1� �� r��0003 �g�o 32'-a'� 2 �'-�o' 3o'-s'� � � �TEP �\ �\ 24-AA5108 �48" �, \ � ra�o�23 3s��o �a'-�o' 2 �'-�o' n'-o' -.. - — � � �� � j AA5108 I 72 �5 4'-9' 25 1'-1�' 9 3C 10' 9 3i 1'-1�f' 91{ 4 3f'I � � STANDEE 1 -6 FTG � � � �� �� /�1� — \ � M6076 4 �{6 5'-8 K' 25 1'-8'I 10 Y, 8' 10 H" 1'-S' 10' 5' 1' 6� D E F P \� \� ' " '� �'�V \� �,�' M7072 303 �7 8'-9 J{' 25 1'-8'� 2'-4 3�' 8' 2'-4 3;° 1'-8' 2'-4' 1 2� � � 26-#6x3-10 (�12 � - an�o�3 3� #> >'-s° z5 �'-a'I �'-�ox' a' �'-�ox° �'-a' �'-�o' ��' OCTING � � SIMILAR CONDITION _ _. _ Ag � `\ � 5-#6x30'-0° � ENGINEER SEE DETAIL A13 A14 A15 a��ma s #� �'-�' 25 �'-s' �'-sX e' �'-s�' �'-e' �'-s' �o�' ' �w. w. , M7078 410 �1 8'-1 1f' 25 1'-8' 2'�" 8' 2'�Y,' 1'-8' 2'-0' 1'-0' I � � / � \ � M7019 57 �7 B'-11 Jf' 25 1'-8'I 2'-5 3C 8' 2'-5 3i 1'-8' 2'-5' 1'-21{ � , �6��_ ,� _ , , ; - � , , � I {�2-$"- ��\\�` � 20,_4Y" I 12'-7%" 14'-4" I�, �-��16'-8' I �� 14'-6" R I �n��o� 337 �1 �'-5' 25 �'-s'I �'-ax" a' �'-a�' �'-a' _ �'-a' �o' I �\ � B I , , I � o F�R an»>z so#� 9'-31f 25 1'-a• 2'-��t a• 2'-��' r-a' 2'-�• r-3� �\ ,\ , I�' i � � 6' � M7113 38 �7 8'-71{ 25 1'-8' 2'-3�" 8' 2'-3 3t' 1'-8' 2'-3' 1'-1 1{' � ����� � � 3�-0�� DEEP FOOTING ,�f „ � �� �, � M7114 38 �7 8'-31{' 25 1'-8' 2'-1 3f 8' 2'-1 3,' 1'-8' 2'-1' 1'�{ � `� �� ' WITH �49�-#10 TRANSVERS�, , '� � � � �^ �1� � � � A41116 62 �7 1'-0' 25 1-8' 1'-6" B' 1'-6' 1'-8' 1'-5J{' S�i' , ,�\ �\ 40)-�10 LONGITUDINALLY , �� , \ �,�� ' , � � , �n�o�� 2i �� a'-51f' 25 i-a' 2-2�' e' 2'-2�' i'-a` 2'-2' i`-�` , AA � � � �OOTING � �OP AND BOTTOM � �-�� � g- � � �� 2 � �w»22 � 4s �� s'-s' 25 ��,�L � �'-�u A��-9" 8� ��R9� �'-8�I �'-e' � �'-4' �EEP - — - - �� �� STE� � \ � (Isometnc � ��.� --� � � V A � � � � \ l'11 V view) H C Length �� �� � � � 3� „ MIN LAf� � � �� � B � � e �1'-6" C�12"' \� \� � � � � 10'_�,,' ° � � -----_�- 2 3 Yes 23'-0" 4 5 6 C8 C9 C10 C12 225'-g» 4'-11" 18'-2" � 18'-4" � 21'-2" � 20'-0" � ,� 27'-5" � 14'-11%" � 14'-6%" � 32'-10" 23'-0" Please o � o�' I I I I Confirm I � j � �-, I � I I I ,� � ' 39'-9%" � ( ) i STEP BOTTOM � '� '� ' � � � ; PCL-RK � OF FOOTING ;,,� 39'-95/" � � I 11'-10%" � 10'-0" 11'-�" � � 110-AA7072 �48'� � V 74,_�,,, I i I fSTANDEES --- _ - � i -� r- ------- -� ----- ---- -------------- ---- �----' --- -- ----------�---- ------ -------- --r - +---------------------------------� �---- --------� j ❑l9 i �-------- ----� - --- ------------- ----------------- �------------------------------ ------------ � - --' - --' --- -------- - , fi- � � , r- r- r- � � i r �WHICKNESS � � ' I I ' � � ; - � � ° CHANGE ` ° � � 6�� i i i i � STE BOTTOM � I � � o � � I ;� � � I , „ „ " MIN, LAP i � i , � OF FOOTING I � I _�____ 24-�1Ox15'-9' �1 � i i 3'-4° DEEP COMBINED FOOTI�G�� -- --;---�-- --- --------------' ----- � -�- - -----�4 0*4(1-9-���- ----- --- - - ---- -- -------,-� m = i - m �� � � � �' � i i i � o i � _ � o � WITH �10 AT 10° EACH WAY,� TfJP ° � � � � oo N i i i � z , � o AND BOTTOM � � i i � X � o i � � N STEP �OTTOM �; i U' i i i I N I �' X I� i ° � � i � � Of�- �(�OTING � i Di i ,�` � � � � � � _ _ � � � , � � 5'-1" MIN Dtu /� � � ; 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(303)-295-2641 � � i-FOOTING WITH #10 AT 8 Nauonal Strength.toc�l Service. Fax. �sos�-2es-2ss3 � � � EACH WAY, TOP AND #10 AT I I I c Project: STRATA VAIL � � _ I 1'-0" EACHWAYBOTfOM _ I _ _ _ _ _ _ _ _ _ _ _ _I I_ ,� � VAIL COLORADO �-------- ----- ------ - m -- , � ---Q------------- � 1-----------------------� m � i ,�o , � KEY PLAN Drawing: FOUNDATION � I I °��� o I I I `" SOUTH EAST CORNER � �h�` }' •� Customer: PCL Contruction i I � `�'°N� � � � ��Q- � Contractor: � � I S T E P B O T T O M �� �61 -6"� ' �6 1'-6"� ' ;���, B O T T O M M A T — F O U N D A T I O N Re fer to Re lease: Date Drawn Chkd. JOB No. Dwg. 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It is NOT to be used as a means of i i" � ��� ' communication between the Architect, Engineer, Contractor or any i a , 4 i 14- 1OX41'-9�� C�10�� �' '�y other Sub-trades. � THIS DRAWING IS NOT TO BE SCALED. i � � i - -r -— � _� , i Harris Rebar Denver — � -- ��1 Na�ris�ebar� 55oa �o�oRAOO B��o COMMERCE CITY-CO-80022 c[� TEL. (303)-295-2641 I I� � S`` Q.h. National Strength.toc�l Service. Fax. �sos�-2es-2ss3 � � CpRNF�Al� 1 ' 3" TO FIRST BAR � 1C 2x2� R TR�Mq Project: STRATA VAIL , z j 2x?, �SxB;�» VAIL COLORADO � �sx9; „ ,� �r8n � l 0 � 2� Drawing: FOUNDATION ; � � SOUTH EAST CORNER � � � KEY PLAN Customer: PCL Contruction � o ��MB�II/E�i� �4 � _ __ _________ _ Contractor: Refer to Release: Date Drawn Chkd. JOB No. Dwg. 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It is NOT to be used as a means of � I o i i o i il i � communication between the Architect, Engineer, Contractor or any STEP BOTTOM � � � �� other Sub-trades. �9" I � OF FOO���ING � i, I THIS DRAWING IS NOT TO BE SCALED. �-- - -�- ----------- ---------- -- �----------- -�------------ -- ---�----------------i�— -------- ----- � - —�-------- — ---�--------------- --�- � i � Harris Rebar Denver I I I I I I �I I N ��1 Na�ris�ebar�,� COTE�L R(303)R295 264022 , � � , �. _ _1___ _______________ ' ___�______________ _ ________s _�________________ ________�______________________�I � � , -�---------- --------------- - , ---�----------- , , , NationalStrength.toc�IService. Fax. �sos�-2es-2ss3 , „ - Project: STRATA VAIL I � I j ;� 1 -2 I I I� 10-6 VAIL COLORADO > � > > �> � > � � >� > > > � � 12-8" 20-4' 3'-6%" 12-8 14-4' _�_ 16-8 � 14-6' � 10-C�'2° _I T Drawing: FOUNDATION � 15. � SOUTH EAST CORNER A9 A10 A11 Al2 A13 A14 A15 A16 Customer: PC� Contruction Contractor: Refer to Release: Date Drawn Chkd. JOB No. Dwg. No. 07/08/2014 RS - 17206118 R106 � Q Yes 23'-0" 2 3 4 5 6 225, $° C8 C9 C10 C12 ,� \ ^ Q 4'-11" � 18'-2° �_ �� 8'-4" � 21'-2" � 20'-0° � _° 27'-5" � 14'-11%" � 14'-6%" � 32'-10" °' � � � ' �onfirm s'-�"MIN DEV I � I Q- �., I � I I I � CL-RK " srEP � ^ .� � .� srEP BorTOM ,� ° ; 3s'-s%" � � I � , j � �rEP BaTTOM j I oi� r�oo�riNC I I c� � � � � - �, 39'_g/' OF FOOTING � 11'-10%" � 10'-0" 11'-�" 74'-�� � --- I � -i � � r- --��� � � ' -------- ---- ------------- ----- ----- i -------------------------------- ----- ----- ------ --- -------- � i i �-------- ---- - - --- -------------- ---------------------- ---- ----------------- --- ------------------ - � ---- --------- ------ -j--- ' � � � '----r- �WALL �---� ---- - r --±- +- ---- -- -±---- , , � � ; r r r � i � THICKNESS � � i � � 8'-6" MIN P ; � � i I I I / ° \ `��_ / � � CHANGE � � ° i � � , i � i 3'-4" DEEP / � � 3'-0 �--�------ -------------- ------- ----- � ' - --- ------ ---- --2 lgx2 ' � ------ -- ----- ' � � � _ � WITH m -- - � � - -� --�E- x 0'=(1"�8"- � --�i a�z � i o I I COMBINE 0 A0010'G I ° � � '�_ r 29- 1Ox39'-3" �10" � ` i � �'� � i � � ° � EACH#WAY, TOP �% M � � �� TOP I i N 8' 6" MIN LAP �� � � � O° I N I AND BOTTOM I,� o �� / �� � � ; � � � Q i ; ��z ' � � x �� i i o � � I � � I I � _ I ; ; � ; z�-#�aX32'-��° ���I.a" j �j � j ° % I �' � � 29-AA6048 �10" � � `° � , , ' � � 8'-6" MIN LAP � / i � � i , i � � � � 29- 6x40'-0" �10 � ;� � � � � 29-#6x31'-0" �10" , /� I # 29- 10x40'-0" �10 i ° � O I j I I N N I � � � � � i � a i i i i o i � i � ' � 8'-9" MIN�IA 8'-6" MIN LAP _ o � I � � � I� / � � i I o i � i � ' I ic � i i i� i / � � � � / Ir � � I �— � c0 •- � �•— � � � CO �p ' i � � � � � � � '� ------- -t� � --�a - ------------- ------------- --- ----------------- -- -------- Q - - - --------- ----- ---- r� I M I -� �- ' I I I � �_o _______ __ � � % \ \ - , � I I I � m _— _t_—' '—'—_—_—__'—'�'_____' '_'___' '�- '�_—__'_'_'_'—'_'_' '_i_'_�__—_____ '—' '_' '_ -�'—�—_O_—'_'_'_O � lO I / I I � �,\� � I �'—'_'_ _ �_ I � I i � i � ST P BOTTOM (61'-6") (61'-0") � � � ( ) ' �� OF iF00TING � 3\ � 39' 9%,� I � � � ° I N i / i 61'-0" d. i j ��� � �� � � 13'-1/a � � � �� i / i 74 � � � f ���. ' I 2'- " DEEP � ; � � � � FO BNG WITH � 33'-5" � I � I I � % � � I � I � I 2'-8" DEEP FOOTING � , � 3'-0" DEEP FOOTING #1 AT 8" i I 3'-0" DEEP COMBINED� I WITH (4�9)-#10 TRANSVERSE, �ACH WAY, TOP � WITH 35)-#10 TRANSVERSE, N i I 44-#10x26'-2" �1 FOOTING WITH #10 AT 10" 24)-#10 LONGITUDINALLY ANq #10 AT 1'-0" (28)-�10 LONGITUDINALLY i I � � � EACH WAY, TOP AND BOTfOM � 0� ar�D BOTfOM EAC�I WAY I TOP AND BOTfOM N I �� Z I I BOTfOM 47'-6" � � - I I � --------------- - ------------------ ------ p�p - -�-J-T ° - ----------- -�-� --�--- � � I I I I � I � I I i � I I I � � I I � � n `� i x � i ^ 18- 10x40'-0� �11.4 � � o � '� 18-�1Ox15'-6" '� rJ I I � 5" TO FIRST BAR I � � � � � i � I I � � 8'-6" �11N LAP � ' � , _ _ � ' ' � � � � � _� � i ' � i � i � X � 3'-8" DEEP COMBINED � N 0 �o� o ❑[0 � o ' ° � FOOTING WITH #10 AT 9" � ;Q� � � � O Q �, � I � EACH WAY, TOP AND #10 AT � � K, ❑ ❑ ^ � i I M I 1'-0" EACH WAY BOTfOM I �? I "' I i 5" T0� FIRST BAR I � � � , � � � 0 6- 10x34'-0" 11.4" 0 `� � m - -�---i------- ---------- --I-- - -----------------I---- ------------------- ------ ---- -------- -�, - --------- - i ' � � -�-- i i 2 '-8" j _� i � .S4'-6° � 13'-0" � ' , EOR�Please verify `° � °° � � o � dime� sions �3'�0" `° `° � I -- � i =- � (PCI�RK) _. I �' � O � � ' � j � � � � � � � � ' I � I I I - r•^� � Z N � � I � 0 I I I I I I _ � � i � o i i i o i o � KEY PLAN � � - —� ----- � — �- � m -- -T---i--- - -- �- --�3'-4" DEEP CO BINE�-----fi-- -- ------------_� -- - -- -- —� --------t-� - - 9 m - � � � FOOTING WITH 10 A 9" � �� I EACH WAY, TO AND #10 AT i I 1'-0" EACH WAY BOTfOM I ❑ ^ OK 4-#11 Ox12'-6"I �11• � ; � I I N I � I � � � I I 3'-2" ° I � � � OK � i I STEP BOTfOM I 2'-6" DEEP FOOTING I � m� N I o --ol 12'-0" � WITH 29)- 10 TRANSVERS , ❑Q �� 0 I � I � _ T ; (25 - ,0 L#ONGITUDINALLY,, N° ; � � � � ;� TOP MAT — FOUNDATION � I -I T0�A�D BOTTOM ' i O � � o� ; = I I N � � � m _- _t_-_�_-_-_-_�_-_-_ _-_-_-_L_ _-_-_-_-_-_-_-_-_-_�_ _-_ _ _-_-_-_-_ _-_ -_- -_ _-_-_-_-^ _- � � o � I I � ,,� o � �� — , o � I I � o o � � I X � -------- --- - - � � ° a � � r' � C° 1 FOR SUBMITTAL 8�5�14 RS � ,� '- I I o I � � 0 FOR PRELIM APPROVAL 7/10/14 RS � � � � � 11-#lOxll'-6° �1 .8° �o � � __ <,- �� � � — No. Description Date By i � - cO i � � I� I �� 23�_6° I � Revisions and Issue Record i z �� � � � The full intent and purpose of this drawing is the placing of � I � � 3'-6�� DEEP COMBINED � � � reinforcing steel bars ONLY. It is NOT to be used as a means of i � � � FOOTING WITH #10 AT 8�� communication between the Architect, Engineer, Contractor or any i � � � �EACH WAY, TOP AND #10 AT � � � other Sub-trades. � � _ I 1'-0" EACHWAYBOTfOM I _ _ _ _ _ _ _ _ _ _ _ _I_ _ _ _ _ _ _ _ _ _ _ _I_ � THIS DRAWING IS NOT TO BE SCALED. �--------- - --� � ; I I I I �� i - Harris Rebar Denver ; � I I I I ; (((```��� I I I I � I N ��1Na�ris�ebar� COMMER EO ORADOOB80022 TEL. (303)-295-2641 � I v � National Strength.toc�l Service. Fax. �sos�-2es-2ss3 � I 8'-6" MIN LAP I 8'-6" MIN I LAP � � � � STEP BOTTOM `'- (61'-6") - (61'-6") '��� Project: STRATA VAIL � � VAIL COLORADO ' � I 29- 10x40'-0' �10" I 29- 10x43'-0" I 3 - 10x40'-0" �g" I � # Drawing: FOUNDATION ; i ALTERNATE WTIH 43' TO STAGG R I I I SOUTH EAST CORNER � ch � _ I � � � � Customer: PCL Contruction °° � �5�� TO �RST BAR----- --- -------i -----------� ---i-----------¢----------- i----------------------- i------ Contractor: ___, � ! ° � �Z , � ��° ; o � o�� � � Refer to Release: Date Drawn Chkd. JOB No. Dwg. No. 07/08/2014 RS - 17206118 R107 � I .��/ \ �J' /'/ y i \ cP, � a�a \ �. V /� \ �� �� � �� ^ EOR Please �rify� �-��'� � C2 � C3 C4 Dimension �C�-RK) �-�" ,\ ,�,��'" „ � �5 \ , �" 20'-11 _� 18'-0" � 18'-0" 18'-9%" „ '� --—— � 6���% x �� � � 60'-6" �, ���0' ��X��-' B1 B2 B3 B4 F3 � ° ° '� �`�- n ���5� �� �n � � O Jg, i�,� I � \ 6 . 1��f0 �/' — — OM 25'1on �1 I 1� � I I o �� \ 9 1�"1��� � _ _ ', 4 2 12 8 14 4 � ;��Q gp�G �' ��X � �,�= � I I '_ \ I � '�F F� � --�- 0 10- 9x8'-6" d11.7" ------------- I ---------12�=3�� --- - � --� --- �"� _ (6�'-0") --------- � � �a�c�.� ' � - - - -- - - — -- - , � r--1------4-+0-��---- �-r --- ---- ------------ --- --- ,� --1 -� - — — - -� / -------- I �pOON , � i � I >> rn I � � o � � � � A �1 � ' ' Z��o o � i 6-, 17- 10x1 ' „ �10.5" "' �\ � N r- - -- -�- -�-�'-- T, --- ------- \ , �� -'� SEE SHOP DRAWING R100 0, �/ i �--- o �� ��--- � --�----- „ � 0 � I ,\ � � ��� � � W I \ , � ����9 � � '-0" � � � , i �o o � � o � � �4 �x I \p I — ----------�------------- -- ,\ i � D ° � � � 8-6 MIN \o � , o I 9-#6x6-6 �12" -#6�x4'-6" (�?12" .�'� � m � � >� i ' # � 1'-8' DEE ' ,�� � , � ' f 27- 6x4'-6" �12' � ,� � �v��� sl�i�- (e,� o�) � (60'-��) �, ' I I � 1 C � I � FooTiNC �� � � 30- 10x40'-0" (�10° � ` —� � �� = 2-' 6x8'-3" .-r-io�� r���� �' ' I I I � �, I I 6�'-0° � , , ,� �=ooTi�� i � r--� — �_ � � � � �� I , �------------------- --- ------- --- -� � --- --- --------- � , _- ------- ------------------- ---- � � , ,____---- � � ---------- ------- ------------------- � ------------------ ---- ---+-------- - ------ --- --- --------- I J � � �' 5- 6x11'-9" �12' 7 5-#6x21'-6" �12" F4 i I I ,�3/a ,–' �,– " � ' i � , , – � � � i � � i > ��> � �� ; � � j � , �-#sx3o,-5„ (��, o") FooriNC �� 3,_�„ c,� - - — -�-----------------' -- --- ---- ----- � �.-' 1-#6x30-1 Sf'ACING @ 12" � STEP �� �� �-2x9-#9x7'-6" �11.3„ � ' � � � ( ° , ' 1-#6x29'-6" 12-#6x4'-6" (�12° � � , „ n � � STEP BOTTOM �"' ,�^ � '� / � �� i 1 � \ \ A10 5-#6x18-0 C�12 � OF FOOTING D N `p� �, .�' - -FOOTING 1-#6x28�-11 � �\ �\ ; ' m `° � _ .' ,�' STEP 1-#6x28'-3" �� A � � � � � � ,' ' 1- 6x27'-8" � � " # _ 26-#6x3'-10 C�12" � D o � i-��''o�^! o�' ,�� A6 1 6° DEEP �� �` i 5-#6x30'-On � � � m o o=��, � ,,� A5 A7 A8 A�o T�NC �� � ' I I � ,- I ��o ,'�, � �, , `� � � � ; i i = ° � ���m ,' ,' I � � � -SIMILAR CONDITION 3 � i ' � � o=� '��� � � > �> � 16'-8" � 14'-4° � � 12'-8"J �` \` 2C�N�1�ER SEE DETAIL � i o 00 � n � c� 16r8/g 16-�" r 14-6 -- �� �Y � � � -� � i � �� , ; � �2>' 0,> I 35,_�„ � �� �, 1 B � i i i ° °'- � o� z o ao ,' ; � , � o z i i d'� � o� i a � � �rn i i � w � 11-#lOxhl�-6'� � � \� \� � � � � � � „� c� z � o� � i i 1'-10" DEEP�� � �� � i 9 9- 1 0 2 3-1 �8 � � � i � n°O � ; � � 11-#lOx1 '-6° (�13.8"�— � �� FOOTING �\ �\ � i � � ��� � �� � � � � ��� � �� �� FOOTING � TOP �,NC � �� � 6-7 MIN DEV 18-AA5004 04� , � � �_ _i_ �__________ 23� Ple se onfirm � „ �o , � � TE� .� - -- i I (PCI -RK) --- --------�------- ' � �/ �ox���,� � I � STANDEE 1 -10� FTG (63'-0") I �\ �\ I �� ' o� i � � � �` ��3'_6"� �_ ' 6- 6x41'-6" �12"' ��� ��� � N � � Yes 23'-0" � � I — -------- -- ---- --------------- --- -- ---=—F�- __—_ ---—_—_——_----- ----—_---—_�--—_—__ -- ------_��__ ��� i � � 1 -10 DEE� FOOTING `L X��� � � ' -- ------------ - � i � i —�-------------- 3,�6,� i ' �j 6�.so� � � (s-o") (so' o") I \ '� / � I I I � ' � ��. � � �2�34-AA8109 C�9° I � � _ — — � — — W�LL DWLS EXTEND TO BOT — — � — - a � ���� �ON`8��� � � � i � �� � �C � � � � i o � i � ,PP�05°� �9 \\ � � � \° I � _ —�- - I — � — `L'��° � � �� ��� � - - i � � � (�3' ` ' ��� ��oM � A� � � 2x33-AA8099 �9"— (��'-0'7 2x15- 8099 �9 , - � , o0 SoFeFgo���� � ' � ' � '�c n�-6�� � � A4 � �FOOriNC � vERI� �R113 �ooriN� � \ srE� --_ ___w�� w____-___.� � ---- --- - 2'-0" X 2'-2" � 2'-0" X 2'-0" PI LL �� p9' \ � , PILASTERS (2X) IN WALL A6 A� 3x8-AA8100 VERTS 6" LAP") Ag ���g-PA�� \ � � ; 3x8-AA8100 VERTS (56" LAP" 3x2-AA4121 C�12" � � � 16' 8" � � 3x AA >120 �12 14'-6" � 16'-8" TEMP TIES, '_ >' I � \ � / �� �� + I I � , �2x69-�A8118 �9 � A8 I �� WALL qWLS � �?_'-8° DEEP �OMBINED FOOTING � �_ \ 6-I.�i4' 1 10" DEEP � � �� � \ � ' �� � i o iN� � j �o j \ � z'-9'° ���� FooriNC � - - I � I � � - - — � � i � � � � I � � �r�s�-o�°� I � ��� � � � I , � I I�8-AA9032 � - - - - - � — - - - - - —�— � �N -- --------------------------�-----�5��'$���- - ,-��-�/- ----- I- — -------------�--�1-L1-�/--------�--�-�/'- � 36" FOUNDA ION --------- I--- -- --- ----- , � , , , � � � � KEY PLAN j � � ' � � ,�-s�� oEEP i j � I � > - - - - - — — - - - � , „ , „ — ----------------------------- — --T- --- - -------------- — 6rJ.88� ----�---'�l� - ---f--r - -- —r- --- -J-- �-`� - ----------- --- --- ------—�— 2 -� X 2-4 , � � /� � �� , � � � � � EOR Please Verify � 2-AA4016 � /� I // � — � - - - J 2x48tAA810 �9" I � � � TEMP TIES � I � � � (63'-0") WALL�DWLS � (PCL-RK) � � , 8-AP�8013 VERTS (56" LAP") � � � � S, � � � ��� � � � � � � � �o„ W��6-�8�2 �9" � �� �5 a��2, - � � I I � / N � � �I I 65.46� / /��(2x37-AA8099 Q9" � � I Yes 2'-0�� x 2'-4" o / � � � ALL DWLS I � � � � � '� �� I / � � � / � � � I � � � � � � II � � � / � � � I � I �� I � � 64.4' � � � � 2x23-A�8098 �9 Fo'riNC � I � � � I � ' WALL D LS � � � �sT�P— i I M / �- — — — — — _�_ _____�-_--_—— — T— — — — — � _�— rt--==_-_-_=- I — — I T -- ----^----- - ----------- — — ------ - ---------- ------- -- -- - ----- ----- ,c I i —�- �-i-----------�_ — I '=--_---�- i �v / I I 8-AA9033 � � � I � � I �� FooriNC j � I j I , � 8-AA9 33 � � (40 FOUNDATION) � srEP � � � �� g�, � � � � ��N 6��T � (40" � UNDATION � CC2 � � �3'-4" �EEP� � I I I (4)-TOr� � I / �, CC2 � coMeiNEO �bori���ic CC3 I CC 1 I � CC 1 � I - � � � N I ❑ I � � I � � � ' '�_ � � �� � I �� I � o � I � I � � � I 12-AA9032— � I I � 6-AA9034 � I � � -AA8013 VERTS (i6° LAP") i 2x24-AA8013 C�9 � I � (36' FOUNDATION) � `6-AA9032 � I � , (38" FOUNDATIqN) � N ��_��� 2-AA4015 WALL DWLS I 36" FOUNDA ON � x � TEMP TIES I I � � � I � � I � I � I � I � � I 64. I�i' � I � � � I � � - 65.21' 2'-8" � CC 1 I �C2 � I CC 1 I � � � ' CC 1 I I � - ------ -� - --------------1--- -�- -----�- - — ----- � � �----- - - ---1--- --Q- ----!-!-----------!----- !�- --- � i T -�- -- ---�-------i--- i i -i ,- --i-----i-- I I � � 6-AA9032 I 6-AA9034 � � � CC 1 � � � 6-AA9032- CC 1 � � � , � � , 6-AA9033 , 8-AA9033 ' � 6" F N ATI N (36° FOUNDA ON � � (38" FOUNDATI N) O° 4 " F N ATI N � � � I (3 OU D 0 ) � � � � , � I I ( 0 O U D 0 ) I (4 0 F O U N D A T I O N) � I , 6 AA9033 � ' , ' L _ _ _ ' � „ � L — — — — — — — — — — — — — � , — — — — � � � 6�.�r�' (40 FOUNDATION) + — (s3'-o°) � � � � � (63'-6°) � � � 3'-2" DE�P — J- - - - - - - - � - - - - - — �- - - - - - - - ' � I � I I � (64'-0") � � � FooTiN�EEP � I � I �sfEP QorroM � I j I � � I � � o� rooriNC I �s.�' I j I � � I ( I I �� i � I j I � � I o � 1 A � � j �� j I I j I � � �2'- R113 � I j � I j j � I � � � I � � 3'-0° DEEP COMBINED FOOTIN� /�FOOTING � 3'-4" DEEP COMBINED FOOTIN� STEP BOTTOM I � 3'-0" DEEP COMBINED FOOTIN�G � / STEP OF FOOTING � '-�' -- ------ - - ---------------�--------------+----------------�----�------- — �----L ----------j----------------�--- - ---------�� --------------� � � � — � - - - - - - - - � - -� - - - - (64'-0°)� — �- - - - - - - - - - - - - - - - + _ (63,��„� - - - - - - - - - - - - - � N x � � � i N I � � I � � CC2 � � I I � � i CC2 8-AA9032 I I O I I , � CC3 j — O I � , � � 36 FOUNDATION I O N I ❑ � �I � � I I � I I � ' I � 8-AA9033 � 12-AA9032 °°- � 8-AA9032 � � � (40" FOUNDATION) � � � ' (36" FOUNDATION) � 1 FOR SUBMITTAL 8/5/14 RS � � �36�� FOUNDATION) I ��'2 � I i � I � , I 0 FOR PRELIM APPROVAL 7/10/14 RS � i i i i I i i I i � i No. Description Date By � I I I I I i I I I � i Revisions and Issue Record I I I I � � 2�-0�� X 2�-8'� PILASTER i � I � i The ful�l intent and purpose of this drawing is the placing of ' reinforcin steel bars ONLY. It is NOT to be used as a means of � �8-AA8014 VERTS (56° LA�"� 8-AA8014 VERTS (56" LAQ"� �8-AA8014 VERTS (56" LAP"� � -AA8013 VERTS (56° LAP"� i �8-AA8013 VERTS (56" LAP"� � -AA8013 VERTS (56° LAP"� � � -AA8014 VERTS (56" LAf�"� communication between the Architect, Engineer, Contractor or any � 2-AA4012 �12" � 2-AA4012 �12'� i � 2-AA4012 �12° �2-AA4012 (�12° � 2-AA4012 (�12'� 2-AA4012 �12" � 2-AA4012 �12" other Sub-trades. _ _ I _ _ _ _ _ TEMP TIES_ _ _ _ � TEMP TIES _ _ _ TEMP TIES I I TEMP TIES _ _ _ _ I TEMP TIES _ _ _ I I TEMP TIES _ _ _ _ � � TEMP TIES _ _ _ _ � THIS DRAWING IS NOT TO BE SCALED. � ---- - -- -- -� — —�� �-�-g�— � �- —E�- - �- -� -� � - Harris Rebar Denver � � I � I � I � I � j ��1 Na�ris�ebar� 55oa �o�oRAOO B��o � COMMERCE CITY-CO-80022 i.c7 I \ \ � I I I � I I � i N8U008I S«811JtI1.LOC�I S9�VIC6. FAX. (303)-295-2633 - -----�'��-\� -_ �� � —��--�-=-a-�-�-�- �---�� _- -�- -�.�—� —���_�_G_—_ � �—��z� _a_c_�_�_���_ Project: STRATA VAIL I � `�. � ' i� �I� ' � � �I � VAIL COLORADO , � � I I � T 2x 15' 8" ' 12'-8" ' 14'-4" ' 16'-8" � 16'-4" ' 14'-6" � 16'-8" I 14'-4" Drawing: FOUNDATION DWLS 52 �8� 2x72-AA8052 �8" 2x93-AA8053 �8" SOUTH EAST CORNER A1 A2 A3 A4 A5 A6 A7 A8 A9 Customer: PCL Contruction Contractor: WALL & COLUMN DWLS — FOUNDATION Refer to Release: (SOG CMU WALL DWLS NOT INCLUDED, SEE FUTURE SUBMITfAL Date Drawn Chkd. JOB No. Dwg. No. 07/08/2014 RS — 17206118 R109 I�ember Title : DOWELS BAR IJST Bar�lark UlY Size Total Length Type 'A' '8' 'C' 'D' 'E' 'F' 'G' 'H' 'J' 'K' '0' 'R' AA4012 24 �4 8'-8° T1 4 J, 1'-7" 2'-4 J4" 1'-1° 2'-4 Jf' 4 Ji" AA4120 6 �4 7'-1° T1 4J{' 1'-7" 1'-7" 1'-7" 1'-7' 414" AA4121 6 �4 7'-5" T1 4 J4" 1'-7" 1'-9° 1'-7° 1'-9' 414" AA6106 54 �6 5'-2" 2 1'-0" 4'-2" AA8013 128 �8 9'-4" 2 1'-4" 8'-0" AA8014 96 �8 9'-0° 2 1'-4" 7'-8" AA8061 128 �8 9'-2" 2 1'-4" 1'-10" - (22" FOUNDATION) '� ` w+so9s 46 �s 8'-8 x° 2 i'-a" �'-a x" - � � \ � \` \ AA8099 170 �8 7'-2" 2 1'-4" 5'-10° \ I � w�sioo 194 �8 �,_6, z i� 4� 6� 2" — , � ' — � — � - - � ' � — � �� — — � — — —� 62.04 \ �, \ AA8102 32 �S 8'-3° 2 1'-4" 6'-11" \ \ �'-,o" �E�r� FooT� c � \ � � nAe�os ss �a io'-s° z i'-a' s'-5° 2x15- 8099 �9"— � ' ��oo�z \ \ � �,a>>e �3a �s s'-s° z �'-a° �'-z° � � � \ 62.28' �� DRAIN � '� � i �C � � '� I AA4015 2 �4 7'-6" il 4 Y" 1'-9 J4° 1'-7" 1'-9 J4" 1'-7'� 414" h'-6" DEEP � � \ �\� � A A 4 0 1 6 2 �4 9'-0" i 1 4 J 4" 2'-5 J f° 1'-8" 2'-5 J 4" 1'-8° 4 1 4" `� R 1 1 3 �oor�NC \ A10 '\ \ �� ,\ �,ao5z s2s �a i2'-�' i� �'-s° 5'-z' �� ; I �\ �' � � �,\ _�"� AA8053 486 �8 12'-11° 17 7'-9° 5'-2° A9 \ A 13 A 1 " A15 AA8054 �sz �a tz'-s° » >'-a" 5'-z° __ _ _ __ _ LAP") � � -SIMILAR CONDITIO , � '�� M8055 72 �8 13'-0" 17 7'-10° 5'-2" � \ �\ ENGINEER SEE DETAIL � 12-AA9033 ,��' � AA8056 90 #8 13'-4" 17 8'-2° 5'-2" �'-�"_.w � � 12'-8" � � � - a � 12'-7%" 14'-4,> \ CC3 �\ (40" FOUNDA�IOPl�16/8" � \ 14'-6" � w+8o57 72 �8 13'-2" 17 8'-0° 5'-2" AA8058 108 �8 13'-6' 17 8'-4° 5'-2" � 2x27-AA6106 �12" � � � B �� � � � ' \ � � � � � - , � AA8059 340 �8 12'-10° 17 7'-8" 5'-2° 1'-1 0° D E E P�, WALL DWLS , � \ �- � � ��� AA 9 03 2 1 66 �9 9'-1 0" 2 1'-7" 8'-3" � 2x19-AA8014 �9� � A16 -rooriNC I �- I I � �� \ I I ��� � aaso33 �z #s �o'-z° z i' �• a' �° � r� i o_� i � WALL DWLS \ i � .��� � i �, � ' \ � nnso3a 20 �s �o'-o° 2 , 7p a, 5� � -- � � � �� � `� � I ,�'� � \ � �, � 10�-��� � AA9035 12 �9 8'-9° 2 1-7"— 7'-2" — — -- — �3�-0"� I � � — � — — ��-o° o���riNC \ I I \ — — — — — — , , � g���o� N19036 28 �9 10'-4° 2 1'-7" 8'-9" — — — — —i— — — — — — � � , „ �'� 58'-0") � � i �� I � 5�� ���N� � AA9037 12 �9 9'-4° 2 1'-7" 7'-9" � ��`� ��/ � � y \ � �� �F�F � AA9038 80_#9 9'-7° 2 1'-7" 8'-0" ---- ----- --- ------- -- ------- -- -- ----- - 12-AN9032----�-----�-----------�------1-----------�I-G-/--- -� - ----I-- - - T i AA9039 12_#9 10'-7° 2 1'-7" 9'-0" � _ ,/ � � � � � ,� � � AA9040 8 9 8'-8' 2 1'-1" 7'-1° � 1 B ' � ' (36" FOUNDATION) i i I \\ \ � � � I �,\ I ^ I # cV ________Z___ __ _-_ _ J_-_-_-_-_-_-_ __ _______J__ _-_-_-_-_-_ _________________L_______ L________ _\ ___L__ ____ B — FOOTING co I � � � X T---------I I 8-� -�----------- �N�' � o i i , � � �l J� � o � srEP � I \ � I I � ' \ I �,� `l i''�6� � , 'w � P, F � I_ U � � 1x13-AA8014 �9'� � � � � � � � � � � I � y� C —��C�I�U�WA�LL WITH � �I/��� pW�S � � � �•67� � � �� �,� � ��M����O F���� �`�� � � � � T� Hooks A & G opt�onal 2 Hook G optlonal 1 � � � � � � � � ,�FE � ��� � � �- � �� � � ��" � � i 64.25 � ❑� 2x6-AA806�1 �9" � � i � \ 8-�903¢ �"� �, � � #8 structurally � � � ❑� \ I � � �� \, (40" FOI�NDATION),�-��� �� '� I acceptable, but please I �3-�806� ��9" I I �� �� � � ; �� confirm that I I ��rv A, I � � CC2 ' �'� �\ 2A � ' 2x26-AA8061 �9" � AN� a� SINGLE FACE 0�1\Y i I _ I � -� I I \� �� �� congestion will NOT � �, be an issue. If so, �� \�- � � �F �" M please revert back to --�--- ��-- � --� --�- -----I -------�-�-+- I----------- --------- ---- 63.67� 1-----�-----------I---�, ��---` ---� Detail 12 on S1.1 ----j \ \ ------- r- ------ #6. I -- � I '� ��\ � I � � �- , � � coNC�ErE cuRB � � �\ I � �,��'�� °� \ � notes for#6 rebar to � I �E s�s�.� � „ � CC1 �� I ,A I ���-rorA�. I �,C1 ❑ \ I � �- \ \ � match verticals shown , � c� � � o zXs_�so6, @9�� �- ��. 4� �,� � � o0 I I \ I � \ `\ I on schedule on S4.0. I � \ i � \ Y Please confirm #8 I _ Hss7X��X�/2 � 6-AA 032 � \\ I � I � 6-AA9032 _ I \ I � I`�ebar acce table j � � � � � � (36" OUNDATION) p �\\ '�� � O lDATIqN) I 64.�0'� (36° FOUNDATION) � i � 6�.6,' I � �\ j ('I?CL-RK) � � �" FOOTING I GO _ STEP � � � � � � (62'-0") � — I � - - - - - - I �/— \\ I i i i , i i ��L i i � r � 8- 9032 ,�— i � � � C�C2 X � � � � �� 3 ° �OUA16A110N) � \ � -- � ----- �------------ � � N i _ L ` i i �i dc2 � i - ` -� ------- ------- -- � � i -�-� --�-- ---------------i------------ — �I-----------i--------��------- �� -- 64.21� --i-------- I � _ 8-AA9032 � � � lDATI�N) � L � _ _ _(3fi FOUNDATION) _ _ _ _ I _ _ (36" FOUNDATION)� — J I i I \ I � � � � I I 7-A A 8 0�1 �9 � 63.2�' � No pilaster — I I rY� �r I j I I � � roP oF� � ��-oo� � � � � -2x7-AA8061 �9" —3'-1" oF�P FooriNC I FouiN�A�ioN � n��iN I _, I � I ❑� _ wA�� s-o" QEEP� 2x26-AA8061 C�9' N I I I � I ��o���iN�� FooliNr; � I PILASTER IN W LL? '� �EY PLAN I I I � I � I I N I A9,2 I I j I � I I I Please Confirm No I I I j I � I I I Pilaster �2�_4�� j j j j � j � j � 0 � 2A (PCL-RK) 6 ,���' �T�,F; � - R� WAL & COLUMN DWLS — FOUNDATION i i i i i i i )�E� CoMI3�NED FooT�I�G � Foor�NG I I � I I I I �o������� I (SOG CMU WALL DWLS NOT INCLUDED, SEE FUTURE SUBMITTAL SrE� 2x26-AA8061 �9" � ---------�-�- -��€��-�------------------------�--------------+--7, -,------------�---------�---------�---------------�- - ----- --- - ------------ - ' � �51.1, TYP._ ' 3'-0" DEEP COMBINED FOOTING ' (62'-0") � � 2 DEEF COMBINED FOOTING ' 64, q' ' .,� T I — - - - - - � � - - - - + - - - - - - - - — � — + - - - - - - - t - - - - - - - - � - - - - - J � � ScheduleonS4.0 I ❑� 64.21� notes that these can �� � � � CC2 II I CC2 � I jl I �C2 I I I I I _ _ _ I . be #6 bars, please 1 FOR SUBMITfAL 8/5/14 Rs I I I I � I I � I I �I I� � � � C O C l f l l'P T l #H b a l' I S 0 FOR PRELIM APPROVAL 7/10/14 RS a9032 � � 8-AA9032 � L U g_�9032 ' 8-A A 9 0 3 2 ' ' 1 0'-6" O K a c c e p t a b l e (P C L-R K) No. Descri ption Date B y FOUNDATION) � Ii � (36" FOUNDATION i � (36° FOUNDATION) i � /36" FOUNDA I I - � � 1 Revisions and Issue Record � � � � � � 1 �/ � I p I E O R P l e a s e V e r i f y The full intent and purpose of this drawing is the placing of � I I � I � I I � � � cD `oo I D i m e n s i o n r e i n f o r c i n g s t e e l b a r s O N L Y. I t i s N O T t o b e u s e d a s a m e a n s o f I I I I � � RUN HORIZONTAL communication between the Architect, Engineer, Contractor or any � � � � � � � � � � � BARS ON OUTSIDE �PCL-RK� other Sub-trades. '� � � � � 64.4G' � i o EDGES AND VERTICAL I � I I � I I I � � I BARS IN rHE �NTERIOR THIS DRAWING IS NOT TO BE SCALED. 4 VERTS (56° LA�") �� I � I � � I I I � `� � � AT EXTERioR coRE wA��s i � - � Harris Rebar Denver 2 �12�� �� � 6�. 6' � 64.40' ° _s I �� I � I � I I I � X j ��1 Na�ris�ebar� 55oa �o�oRAOO B��o �y COMMERCE CITY-CO-80022 I \ TEL (303)-295-2641 ----------�-�j �------------------------i------------ �----- ------- �------------- ----�---------------- -- - --- ---�------- � N8U008IS«811JtI1.LOC�IS9�VIC6. FAX. (303)-295-2633 " � ' STEP BOTTOM � � � I� � � , oF FooriNC I � I I I � I N T Project: STRATA VAIL I � � VAIL COLORADO _�.��� �� _�_�_�.:� g �:_�_�___� �� �:_:_:_�.�� ����-�- �---------�-------- -- Drawing: FOUNDATION DWLS I �I � _I � I I SOUTH EAST CORNER �'-4" � � 12'-8" � 20'-4" 3'-6%" 12'-8" 14'-4" � 16'-8" � 14'-6" � 10'-�" � r Customer: PCL Contruction 2x88-AA8052 �8" 2x52-AA8052 �8" 15' Contractor: Refer to Release: A9 A10 A11 Al2 A13 A14 A15 A16 �ate �rawn Chkd. JOB No. Dwg. No. 07/08/2014 RS - 17206118 R110 #8 structurally acceptable, but please confirm that congestion will NOT be an issue. If so, please revert back to Advise if#8 rebar N°w #6. � Q¢=o acceptable in lieu of#6 m w~� �z� z°wc�w shown on schedule �w Q� o�Q (PCL-RK) °~��� C12 `� _��� 2 � �,4 5 6 �°��� C8= � C9 C10 Q ao z � ao ao ��>z� 225'-8" � '� mo �� , � �a= r o� � ' o ' � � � � ,.z � � , � 4'-11° � 18'-2° � 18'-4° �o� � 21'-2" � 2 �" � a 27'-5" � � ��'-11�" ° � 14'-6%" � 32'-10" � � `�;o � � `°o � � � � � Q. � —2x14-AA8061 �9" I � �� `- I I I `x � � `X � � � � x x X ,� i � � N 3s'—�/" I I N I �- I N N N � � - 39'-9�� 11'-10� " � 11'-6�" I I I V 74'-�'° '� - —-- —— ----- -----— ————— ——------ -----—— ———— ——-- ----- ----————— — ---- - --- — — — — -----�----———-- ii --� — -- ------- ---�-----------------r---,---------------------------------- � � i i � ii � i i i i i i i i i i � m i i - �� ��,, i , ° a' -- --� ----- - ------------- � ---------------!-� - ----- --- - --------- � ----------- - � - - - �_ � � � � � � � \�� �� i —i--- o i i `° - I � --�-�- Z I �� � —�--- �---- � z � � � � , I , ���.� 2x34-AA8059 �8" ° m m I = I i o � � � � ��L � � � �o � � � � _ � m � 2X2 -aaaos� �s" ❑� ' I oQ �� � I > > I I � o � I I o I m � °° � j o� '� �0 o j I LOW�f� 01 ENING rn o � I ❑� p1 0, o �� ti PE aRCH �� I I �M I I o� I ��o � � I � 2X�s �sos�' �9" � �-,� � � o=I % I - I °°� I I � �° �,� � CC1 — � G �`° j j �� % i , ' �j � 1'-8" and 2'-8" pilaster s � "' � � z � I � I � � 5-AA806 (�9" � 6-AA9038 I o c�`�' � � / � �� I I � � I ❑ � u❑ (33" FOUNDATION) � w� % O � � / -'� z I $ `O I ------ o� ow , �o� I� j � � j CC 1 j - �, - - - ----------- --�m------- � ------------------ Q -.� - / 1'-9" and 2'-8" pilaster I� � c;C2 � � � C�1 � ( I' FOUNDATION) � = � � o T — � ,� _ \ � j� � I O I � I o I � � N °' - - - ---�--- --_ � „ _ �- _'���te�------- ---------�-�----——-—————_-_-_�__----------------a=--�----------- ��' � � � � — — — � �— — — — — — — — — — — — — — — — — � I \ ���� � / � — � - - - - — — - - I m Please Confirm I � � ;01'-6" � (61'-0") � �� � x14-AA8061 �9�� i � —n— — — — — I � — — —i (61'-0°) — —I———— ��\`\� II � � (PCL-RK) I � I z I L— L - - - - - - - - - - - - - - � � I � I � � � j���_ � � �o �_ — �� � i % _ Ij � � m � � o � w° � °�o i / , _ �� � � � o J� �� I I � � � I � � I �m I ����> I pilaster F' � � ��,� � ° ° � z N o �o ° � PILASTERS 5X IN WALL I I LL I o .� �� I I `�o°m o � I Please Confirm � j � � I '� I - N �� I I ¢=m`�� P C L-R K 5 x 8-A A 8 0 1 3 V E R T S (5 6" L A P") I � � N I � ) �� I 5X2-a�4o�2 ��2" I � ° � � � `�� I I � � � �� � TEMP TIES I � I �� I - I m �- --- -� --------o--------�---fi-----------------�-----�------ -o——--�------ — — — � — — — � — — — — — — � I �� � m °>° � � � � � ,., z � � � 6-AA9032 � z � � � °�'o � � � � � o°cQ � �2x2 9" � 6" FOUNDATION) � �� � �� CC3 � ��o � � ��2 �� ��� � � CC 1 ,� � � I � m � � � � � �� I I � � I � I 2x54-AA8058 �8" _ � � � P.� � I � � Q � � I n � � I I � I � � � � „6� 1908�i-l l XZ w I w� x 11-AA806 �9" I I � � I � � � �w a � 6-aa90 � Q- � I I I I I I I (36" FOUNDATION)� � � r' - - - - - - � ❑ ❑ � � � i i i � i � i i i ,_�-; � ❑ o i m - I I - --- ------------------- � 1--------------' ��---z�s�aaosa��-� ' ��-- ---- �°' � r' ----------- I � --�---I �----- �- --�---���--- I � j J j � - - - - - - - - - -j —� - - -� - - - � I � I — —I— — — — — — — — — — — i T � i 14-AA8061 �9"' � �u� z � �� � � I w � � SINGLE FACE ON Y ' N °z � ° � � � �o Im � �o : I I I o � I o o � � � m �� � � � ,w - �° ��� - Ii � I MZ I i � _; I � I N � I � I� m� j �o I m � I I � � — T � I I � I� � �` j �� w j2X�4 aa$os� �s°—� — - - - - - � CC1 � � � � CC2 I 2X3s-�a$o5� �$ �� , , � I � � I I I � � � m - ' - -=-T----------- �—�- --�-�=--�---------------fi-�--- --- ------- -- - - --�--------oa---- - � - -�°�=�- m KEY PLAN I I � I - 37 I °I �� I'� o� �� � C�� � I � � �� � � (3 � FOUNDATIQN) o� � �� � � �; r � � � �,� �� � �° � � � � � °I ° � I �r - - � - - a � � �� _ _ � �o = I� I I I I �� � � o I � � o I �� I I I I N� ro= N I � N � I j- - - - - - - - - - - t � I ' �'� I � � I ��U> �i j j I j � --{-- I - - - - I — �� N � o � � `� � 5-AA8061 �9"-� � � � � �� � �I � � �o� _ _ _ _ I I_ _ _ _ _ _ _ _ _ _ � � � \� � � 1 FOR SUBMITTAL 8 5 14 RS m - -� - - - -------- rn o � I �, � - - --- Q--- ----- ��� -----�----- ��� ��^z 0 FOR PRELIM APPROVAL 7/1/14 RS � � � z ❑ �^� �� � � � � m � _"� � � _�_ � � ° �o � No. Description Date By � ' °°� ° �'.�I s-�,�o3� —�--- -Q�1��- m C Revisions and Issue Record �� � ; o � � � � � a � �, � �I � � `� ' (30" �OUNDATI0�1) o o I o I I � � I2x14 AA8061 �9 �r�` I - The full intent and purpose of this drawing is the placing of ' �� � ��� �� ; � � — — — — — — — — — — �_ — � � � ,� � � �, reinforcing steel bars ONLY. It is NOT to be used as a means of - �� �� � �: � � _ _ _ _� _ � communication between the Architect, Engineer, Contractor or any �� I I�I I ��� I � I � o �a. N other Sub-trades. 2x45-AA8056 �8" I�"� I �z Q���o I � I THIS DRAWING IS NOT TO BE SCALED. � �"�°°� - I I � I � 0- Q� I I i' i i I z � � pQ Q��:n�,u i i i � Harris Rebar Denver � � i i � ° I I i � ��1 Na�ris�ebar� ssoa �o�oRAOO e��o COMMERCE CITY—CO-80022 � TEL. 303 295-2641 --�--------- — ------------'-----------------------�-- p7 I I I ° I I I m NauonalStrength.toc�IService. Fax. �sos�-2es-2ss3 I� j I I `� I I I Project: STRATA VAIL �j VAIL COLORADO _ �i j I � � I I ,� I - I� I I � � I Z I �j Drawing: FOUNDATION DWLS � , o � s�'-s" — — — —— — � � '������ ; mo I — � - - - - - - - - - - - � � - - - - - - - - -I- - -- - - - �- - - - - �- -�— � — � � - - � SOUTH EAST CORNER o�� w �� � � � � �o � �o = � Customer: PCL Contruction v�o �! i cc2 i � i O �M c c 2 �° � W A L L & C O L U M N D W L S — F O U N D A T I O N Contractor: �i � i i i i CC2 v �v � ��Z (SOG CMU WALL DWLS NOT INCLUDED, SEE FUTURE SUBMITTAL Refer to Release: � � -�------------ - ---�— � � -� ---------------- -- - - ---. Date Drawn Chkd. JOB No. Dwg. No. m - I� - � � ° j �--------------------j ------ --- - -------- � Z � 07/08/2014 RS — 17206118 R111 , y � -� � � � � � . ��� � �e a����� �„ � � �,oE a � 'I� � 6-AA9035�� � � - - - � - - - - � �, ��� � � A �� a�Eo � � (22" FOUNDATION) � , I I � � � 8-AA9032 � �-' \ ��M \ ,�, � -�59�-��� � � �\ 69, �(36 FOUNDATIQAI-} � � \ \ X � � � � � � � � - � � 8-AA9038 \ \ � ���� \ �\ � � (33" FOUNDR�ION) � ' CC1 � CC� � CC3 � � �k V 'V ( o STEP f30110M � � � B1B2 "' B3 oF FooriNC ( ----�---------�- - - - � ----------- -�- -------- -- - �- - -----�-----�---�, , - -----�---------------------�-----�---- � ` � \ I 6-AA9035 � \ _ � � \ � � (22" FOUNDATION) ' 12-AA9036 � \ � CC2 \ � � , CC2 � _ � _ _ � (42" FOUNDATIqN) \ � � �" i , i i \ ,\ / � \/- \ � 1'-�10" DEE� FOOTING � � ��� � � - - --- ----------- ———— — ——— � -- ------------- - _ i � i � —�-------------- 3'-6" DEEP FOOTINJ � � � i6�0'� �,i' � � �� � CJ3.�JO� � � �5 � � �6�' �"� � — — — ZXLS-AAU�OO l`Y9� � � � � �'� �� � � 6 .q2' � � � � �� � WALL DWLS�6o'-0") � (eo'-o") �� � � N - - - - - --- +-------- _ _ ,, / I � � — — � � — � - - � � � -�-- --�------- � 2�34-AA8109 �9" �� 3'-2" coMBNEO � � � � �C _ _ _ - -� - — WI�LL DWLS EXTEND TO BOT - - � - - � - - � ��2 � �'�� �.A � -8-AA9040 � � , I I � 3 I � � � � � � (22° FOUNDATION) -' Zx33-�so5a �a' � � � � �� � � ,� \ \o � � I � � � � \� � � � � _ _ � � "- — � — — � �� - - - - � - - -� 62.04' �� °,° � I 6a.a2' I � \� � � � 2x33-AA8099 49" (61'-0") ,_ „ 2x15- 8099 �9" � � � � �'-�o" �FF� Foori�c ��oor� \ � I I � � 2 4 P onfirm I � � ` 62.28� � DRAIN � � 1C � � � � I I � � Yes 2'-0"x2'-4" pilaster � K h'-6� °EEP '\ � � � 8-AA9034 � i��ooriNr, VERI� SIZE R113 �-ooTiNC � A10 �� (38" FOUND 0 � 'T��' 2'-0" X 2'-2" � � � ,�; � 2'-0" X 2'-0° A6 A� PILASTERS 3 ALL I A9 � \� \ � I I � PILASTERS (2X) IN WALL 3x8-AA8100 VERTS (56" LAP") � � SIMILAR CONDITIO , � � _ _ _ _ _ _ _ � _ _ _ � _ _ _ ? 3x8-AA8100 VERTS (56" LAP" 3x2-AA4121 012" � \ �\ ENGINEER SEE DETAIL I I I i 3x -AA 120 (�12" 14'-6" � 16'-8" TEMP TIES, ������ I � 12'-8" � � � - e I 12'-7�$" 14 sTEP Borro � A8 I 2x27-AA61o6 (�12" � �� I oF �ooriNC I I � 18 c�9�\ � � � 1 B I I � �2'-a" oEEP FoMeiNE� FooTiNC � ��.q4, �'-�o" �EE� WALL DWLS � �2x19-AA8014 �9\ � , FooriNC I �- I � I I I I 2'-a° \ I i 1 C 7� o� � � WALL DWLS \ I I I � \ � z'-9° �FFP FooriNC_ � _ _ I �I � I _ �' , � — — � � I � � � � I \ I � I L - - - I — — I - - - - �— � — - - - - - -\ - - - - 3'-0" DE�f�bbTING � _ _ �n��-���, _ � I I � � � � � I 8-AA9032 - � - -�- - � CC� ����� �58'-0") I 7 °O- � ' 6� � � � 36" FOUNDA ION � � � � � --�1-G-=----------�--�-=----- - ------ ----------- --- --- --- ----- --- ------- -- ------- -- — ----- - ---------�-----�-- � � � � � �, i � � � , '' 12-AA9032 � I � N I � � �'-6" ���� � � - -- -��-- �� _ ��2 - -_____- -_- _- ____�-= - 1 B a (36" FOUNDATION) � � �- - - - -i---------------i-------r-------- --� - 1 _ - ---f-- / � I i - ---�- �--FooTiNC------ -- —o----i--�----------i-----I - �y � � / � 2x48tAA810 (�9° sTEP O° � � I I � �i �' � � � (�3'-� WALL�DWLS � � I �, �i � �,� I I � � � c� � ;[x13-AA8014 �9° X � � � � I ���i�' I N I � � S:p,, 2�16-AA8102 �9" I �e" cr�u wa�� wirH I �VALL DWLS � I � � ��6�' I � � I I � � � � W�LL DWLS � � �5 A� 2'-0" � � � � � , �' � �� � 65.46' �i � ��2x37-AA8099 �9" � I � 64.25'� � � �� � I I -AA9038 � - ALL DWLS � � � � 2x6-AA806�1 �9 � I I I (33" FOUND�TION) � � � � � � � � � �❑ � � I � 64.4' I 13-AA8061 (��9" i � I I j I I I F�_EV �, � $ �9�� � � Fo'riNC � � � 2A � � 2x26-AA8061 C�9" �❑ AN� A2 SINGLE FACE Ol�1LY � I � I I � _ �sr�P I � � I � I � t , - - -----�_-_-_-_-_-_-_- -_--- — ----- ------� �- --------- ---- --- �------ � � � —�_��— �-�------------�_ —�_---_-_-�- � �-�----------- 63.67��--- �-- � � I — I � � I jl I � I �� - - - - -�------------- — - - ----�------- I I � � coNC�ErE cuR� � � �\ I � � 8-,4�90 � I 16 .8s� � j � � �� 6�s� � � �,- � '\ I CC1 � 33" FouNO i � � � I I ���-roTa� I C� 1 �2Xs-aa$os� �s" �� _�� � � � � CC1 � �❑ M I 1q � I ,_ �c CC3 I � � � I , CC i � I � I \ I , �' I � � ,� � ,� 3 � 6-AA 032 R1� I I � j � I � Fi��iX4X� z 6-AA9032 _ � � � -AA9032� � I � � � 6-AA9034 � � � � ��\ � � � (36" OUNC � � � � i" FOUNDATION) � 6-AA9032 � � � � (38° FOUNDATI(�N) I 64.�0'� � (36" FOUNDATION) � I � � I o � � � � � i (36" FOUNDA ON� I � � I � � � � � 6����� 0 I � � °-- � � � I 4. a' i /� / r�r�� 1 i I I �1"\ ��r�, I I � CI� /� � I T��� � I � I � I I I 63.67' � 8-AA9038 I � (33" FOUNDq�10 )C1 2x92- (�8° I �- - - - - ----------- - - - ----��----- � � � � � � � N �� �� STEP BOTTOM � 2x10-AA8054 C�9 � �ooriNC � I - , � � � 2x21-AA8054 �9" , -�- - - - - - - - � - - ' � - � � � � i O 1 FOR SUBMITTAL 8/5/14 RS I I � I O 0 FOR PRELIM APPROVAL 7/10/14 RS No. Description Date By 2'-10" DEEP COMB�NED I i �I � 8'�9p38 � Revisions and Issue Record �33"F � 0(/N T he fu l l in ten t an d purpose o f t his drawing is t he p lacing o f � I I � _ �'�IQN) reinforcing steel bars ONLY. It is NOT to be used as a means of 2x16-AA8054 (�9�� °�� � communication between the Architect, Engineer, Contractor or any � � ��� � _� other Sub-trades. I THIS DRAWING IS NOT TO BE SCALED. � � i Harris Rebar Denver STf:P BOTI:OM � I(((```��� - y ssoo co�oRnoo e�vo �F F��TIN� � -/ � �� Na�ris�ebar� COMMERCE CITY-CO-80022 I '' TEL (303)-295-2641 I I�x, / N8U008I S«811JtI1.LOC�I S9�VIC6. FAX. (303)-295-2633 I i� �� 6�.50, Project: VARL CO ORADO � 63.50' I° � 1C Drawing: FOUNDATION DWLS 2x39-AA8054 C�9° i q4 i�� _ _ _ _ _ WALL & COLUMN DWLS - FOUNDATION SOUTH EAST CORNER � � - - - � (SOG CMU WALL DWLS NOT INCLUDED, SEE FUTURE SUBMITfAL KEY PLAN Customer: PCL Contruction �_ � � �,�� Contractor: Refer to Release: Date Drawn Chkd. JOB No. Dwg. No. 07/08/2014 RS - 17206118 R112 a � a a a i i � a ° a a � WALL AB�OVE -� °�� ° a a a a � � i ° a a a � � - EDGE OF SLAB � I I � a I I a � � � � � � � � �° � � 63'-0" I � a a a � AA903�4 qqq018@16„ ,�� a _(2) �5 X 9'-0" � � �l TOP & BOTTOM ' I I o � , #9 @12" EW a � i i a a �. _ i i � � � � - � - � - � � ,-� ;-�� -��, � a � � --CONTIN�OUS FOOTING `�YONk1�WALL " a a 4'-6" � � (CONTINUOUS FOOTING) I I� SIMILAR STEP CONDITION � � � AA7071 @48" /� WALL REINFORCEMENT � � � � �� � � � � �s - -� �d,, � �p" 2'-10" MIN LAP `o�- O a (58'-0") \ � �9 �12" EW Per Conversation with � � 4" TO FIRST BAR o � EOR Detail is to be 2'-4" 3'-3" � 15'-0" � maintained per 9 on � � a s�.� �PC�-RK> > �3A SECTION— COLUMN ON ISO FTG a � � ; 1A SECTION— CORNER EDGE OF FOUNDATION FOOTING s�A�_ _: N 1 PLEASE PROVIDE DETAIL FOR CONDITION AS SHOWN SIMILAR � SCA�.E: N.T.S. � Yes Detail 9/S1.1 still holds for all footing 1'-10" steps, or use detail 1B DETAIL — CONITIOUS FOOTING STEP � � provided and approved in RFI-0076 sc��� N T s. �� 1'-10" #6 � 1'-2�� SUPPLIED WITH DWLS �I` ENGINEER QUESTION 1'-4° SPACING � 1'-8" WALLS PLEASE SPECIFY SIZE SPACING AND DIMENSIONS � OF REINFORCING REQUIRED F�A8052@8° _ EL 63.67' � 2" CLR � �#6 � 18„ , SUPPLIED WITH DWLS 4'-0" � - � #6 � 18„ Please provide #4 x ° At 1'-4" � � AA8061 @9" � , N N #10 s Spacing Varies � I i.r� AA8061�9�� � �. � s _e s � :. � _ 2" CLR / � � w � > EL 58'-0"' � � 5'-2" LAP LENGTH , ° � = AA7070@48° � �10 s Spacing Varies �, � - � '1A � SECTION— EXTERIOR WALL � � �2A SECTION� CORE WALLS & FOOTING % s��`� ����� � �� s����: N T s. 1'-0" WALL �� — 1 FOR SUBMITTAL 8/5/14 RS 0 FOR PRELIM APPROVAL 7/10/14 RS �5 � 1'-6� No. Description Date By � Revisions and Issue Record z The full intent and purpose of this drawing is the placing of � � reinforcing steel bars ONLY. It is NOT to be used as a means of #8 @ 9� � communication between the Architect, Engineer, Contractor or any i other Sub—trades. � THIS DRAWING IS NOT TO BE SCALED. N i - Harris Rebar Denver ��1Na�ris�ebar� COMMER EO ORADOOB80022 - TEL. (303)-295-2641 � N8U008�S«811Jth.LOC�O$9�V�C6. FAX. (303)-295-2633 -� Project: STRATA VAIL VAIL COLORADO � 5'-0" � Drawing: FOUNDATION �-� DETAILS & SECTIONS 1C �, SECTION—CONT FTG Customer: PCL Contruction SCALE: N.T.S. Contractor: �� Refer to Release: Date Drawn Chkd. JOB No. Dwg. No. 07/08/2014 RS - 17206118 R113 10." A11 12.3 13 13.4 13.5 A11 10. 13.5 13.4 13 12.3 6�> 6�> 6�> 6" 6�� �EVE�� —�� � � �� �� 2-AA6020 T.O.W 2 #6x18'-8" T.O.W 2-AA6018 T.O.W 2-AA6021 T.O.W --- -- .____________-❑A #F � '"-- --_-- ------ - ---------___. _-------- -�-- - ---- ----- ------- ----- --- --- ----- --------------�# ,_ - -- - --- - ----------- ---------------- -------- --- --- - ------ ��=-� 6�,� �� �- � _ A #F�7 5"H �----� � --� - - '�� �------__ � z __� #s c ,'-s' F� � _ — — -- --- � �— — � o ❑A �s � i'-s°v �— ��s � i'-s'� H — — — 4x2-#6x4'-Q�� ------ -�--�------ - �---_ _ - �---- ---- ------'----------------.. � 2-#Sx9'-2„ ^ I I � I I_ , � � #s o ,' e v � I - -2x2-�8x8'-p„ 7-#6x16'-6" C�18' V, I.F 7-#6x16'-6' C�18" V I.F — 7-#6x16'-6" C�18" V I.F �� � I I --- ---------------------------�-- ----- --�_--- --- --- , ---------------- I-- I , I- -- - - --I-..- ----- - --- ----------- - --------- -__^ __ _ - - - ---- - . . __.. 8-AA6 21 �18" O.F. � 7-#6x20'-3" C�18' V, O.F � 7-#6x20'-3' �18" V, O.F � 7-#6x20'-3" @18° V, O.F TRIM BARS � -- � 6-AA6022 �18 I.F. _ � Q 13-AA6018 �18" I.F, o Q I I � I I 4x2- 6x4'-0" { 13-AA6020 �18"_ 8-#6x16'-6" �18" V, I.F � i -' 10-AA6020 (�18" O.F. i -' I I 13-#6x18-8 (�18 O.F. „ DIA,C�ONAI, I I � �24-AA4045 �60" N� I I �' � I 11-�6x17'-0" �18" I.F. I I 2-��8x15-0°—�- � 11-AA6018 �18 O.F. 8- 6x20-3 �18 V, O.F SPREADERS PER LIFf I I o I I I I � 6=AA6019 �18" O.F. 2x2-#8x11 -4 � � 6-AA6017 (�18 F. , _ , �F�F� 6 I I i I I I I _ _ _ _ --- -----_ ____------ ----_____�__ _--- - � � - ------- ___-- --__-------------�------ ------ __---- _ .--I-_--_ -------____- -- -------_ ___-_- I I -_- ------ --____----------- -2x2-# x15-0 __ _ � 3-AA6022 �18 I.F._. _ ___--- . -.._ __ _ __ . _. .AA_ 1 3�18„ _."�F: 8 f If M " � 2x7- 6x16'-6" �18° V � 2x7- 6x14'-8° �18" V � 2x7- 6x14'-8" �18" V , � �24-AA4045 �60 � � # �� ` °- I I # I I # 4x2-#6x4'-0° I I ° ¢ 8-AA6018 (�18 I.F. ° � , „ ,� „ , „ „ � SPREADERS PER LIFT i J 8-AA6020 �18 O.F. � J 8- 6x18-8 �18 O.F. DIAGONAL 11-AA4002 �12 2x8- 6x15-0 (�18 V � � , „ „ I I „ I � `V�` I I �'� � 8- 6x17-0 (�18 I.F. 8-AA6020 �18 �' � � „ I I I I I I 8-AA6018 (�18 O.F. , „ °° 6-AA6017 018" �F• ---I�-�---�EVE�s — — — — — � — — — — _ — _.. ------------_.... ---- -- -__-. - __ __. _.. _. _. _ ------- ------ --.._ _. _ __ ... - -------- _ ._. _. _ _ .__ .. _... ._ _- ------. _ --- --- - --__ _.._ _ _. _ - ---------- - _ _ - - - - - - 2x x16 _ � „ ,� Na � �'-h' � � � � �Hs� � b°H x_ 3 AA6021 �18 _9.� #8 LAP = 4'-8" TYPICAL � � � Ns � �'-s" � � -s»H _ya c � o'''v _ _ 3-A�6022 �1�8'� I.F. I I ❑ v I I � „ �� ❑� e@ i-o°v I I � „ ,� 2x2-#8x15'-0"-..� I �#s c r e° H � -2x20 #8x16-6 (�12 V � 2x19-#8x14-8 C�16 V � 2x20-�8x14-8 �12 V 4x2-#6x4'-0" }- � � 24-AA4045 �60" ��`� � � � 8-AA6018 (�18" I.F. I I � �> >� I I DIAGONAL I -11-AA4003 �12" I-- # . 2 � 2x10- 8x14'-8" �1 � 8- 6x18-8 �18 O.F. '; EA�H SIDE OF ONFNING SPREADERS PER LIFf I I 8-�+6020 �18 O.F. 8-�6x17`-0" 018" I.F. 8-AA6020 �18" � � � (6-AA6019 �18" O.F. I I I I 8-AA6018 C�18 O.F. `° I I I I I I 2x2-#8x16'-6" J � 6-AA6017 (�18 I.F. �y�[��E�F� 4 — — — — — — — — — _ Y �$"�— _._ -- ._ _--------- __ _.... _.._ ---- _ _ _ _ _ _ � 3 AA6022 �18 I F ---- . _ _ _ _ _. _ ._ _ __ --. -- -- . _ _ ---. ._ _ __ _. _...---_ _ �, __ _ . ._ _. 24-AA4045 �60" � I _ I I I __. � 2x2-#Sx15'-0,� , ; - . . � 2x20- 8x16'-6" �12" V � 2x19- 8x16'-6" C�16" V � 2x20- 8x16'-6" C�12" V �' I SPREADERS PER LIFf # # # 4x2-#6x4'-0" 2x10-#8x16'-4" �12" V 8-AA6018 (�18" I.F.. I I I I DIAGONAL � -11-AA4003 �12 � � � � 8-AA6020 (�18�� O.F. 8- 6x18'-8" 018" O.F. I I � I I ��) EACF� �IDE OF �PENING � I I I 8- 6x17'-0" �18" I.F. 8-AA602�� � I I I I I I $-�6018 �18 O.F. 2x2-#8x16'-6" 6=AA6019 �18" O.F.. 6-AA6017 (�18 I.F. i -5 t L6VEL 3 ---- 8 C 6 V � - �+�-7�— ---- ---- ----- t- -F --- ' ------ 1-- - ----- --I- -- — — — a __ �8 Vf. -- ------- - ------- - --------------------------------- 24-AA4045 �60'� ---- 2x20- 8x16-6" �6" V � �s � a°�6,� H ----------- - _ 2x29- 8x16'-6 �8" �---------------�� #E � i'=s°H- 1--- ---- -F - ----------,---„-�' - - - ------------ -- - �3-AA6022 �18"� I.�. - - - ------ - �a o s,� 2x2-#8x15-0-, - _. SPREADERS PER LIFf � I # � I I # � i --I 2x20-�8x16'-6" �6" V 4x2-#6x4'-0" I\ I �8 LAf' = 4'-8" TYPICAL 8-AA6018 �18" I.F. � �> >� DIAGONAL 11-AA4003 �12" x18-#8x16'-6" �6" V O° �s� r-s� ri 8-AA6020 C�18 O.F. I I 8- 6x18-8 �18r� I I n �, I I �g) �ACI�-I SIDE 0� OPENING � #8@6"V I I I 8- 6x17-0 �18 I.F. 8-AA6020 018 � I I �-AA6019 �18" O.F. I I I I I I $-�6018 �18 O.F. 6-AA6017 C�18 I.F. o nr-o, • �EVF� a - - - - - - - - 2x2-#8x16�-6'=- _ (�T8�� � �-- ------ --�- --------------------------------- -------- �-------------- --------- --�- - ------- �--- �' 3-AA6022 �18 I.F.� � ' --------------------------------------- - ---- -I --------------------------------- ----------------- -- -- - - --------------- --- � ------- -I I I I I I 2x2-#8x15'-0" �, I ---- ��-AA4�45(���'Y---- - ° o SPREADERS PER LIFT � - 2x20-#8x16'-6" (�6" V � f- 2x29-#8x16'-6" (�8" V � � 2x20-#8x16'-6" 06" V 4x2-#6x4'-0" � � � � I I I I g- 6x18'-8" �18" O.F. � � DIAGONAL � 11-AA4002 �12" �-- x18-#8x16'-10" �6" V ° ° z , 8=AA6018�18' I,F. 8- 6x17'-0° �18° I.F. 8-AA6020 �18" o I I �(9 EACH SIDE OF OPENING ° ° ° U � 8-AA6020 �18 O.F. -�� o O o I I I I 8-AA6018 �18 O.F. � __A__A601.9 �18n O:F, O o � ��,-0, • �F�F� � I I _ I I _ _ I I _ 2x2_#8x16'-1 ° 6-AA6017 C�18 I.F. o ° = � ---- ------------------- -'----- - -- ------ - � 3-AA6021 C�18" O.F. `_ t r --------------------------------- -------- 1-------------- --------- --I- ---------------------------------------- -------- 1--- ----- -fi --------------------------------- ------------------- - -- - - --------------- - 0 0 � �O 24-AA4045 �60" � �� � 3-AA6022 (�18 I.F. ° x SPREADERS PER LIFT I I I I I I 2x2-#8x15-0 � ' I � _ � � 2x20- 8x16'-6" (�6" V � � 2x29- 8x16'-6" (�8" V I I 2x20- 8x16'-6" 06" V � ,� � � , „ „ c � # # # 4x2- 6x4-0 I I I I I I # I {-- x18-#8x16-6 �6 V U ' 8-AA6018�18" I.F. 9- 6x18'-8" �18" O.F. 9-AA6020 �18" DIAGONAL � 11-AA4004 �12" � �(9) ENCF�I SIDE OF OPENING ° � I I 8-AA6020 C�18 0 F. � 9- 6x17'-0'r�18" I.F. � � 9-AA6018 �18 O.F. � � � � � 6-AA6019 �18" O..F, ❑ � I I I I I I - �� ���vF��,------ -------- -1--------- -L --2x2-#8x16'-8"--� --------------- - 6-AA6017 C�8 F. � ---- --------------------------------- -------- J-------------- --------- --I- ---------------------------------------- -------- �--------- -L --------------------------------- - -L--- - -L o 0 0 ° � � '� — — — — � 24-AA4045 �60" 2x2- 8x15'-0" 3-AA6021 �18" O.F. � o � � o o � � I I I I I I � `° � 3-AA6022 (�18 I.F. U 2x20-#8x16'-4" (�6" V � � = SPREADERS PER LIFf I I I I I I 4x2-#6x4'-0"— I ELEVATOR A1 & A2 � I I- � DIAGONAL I n x18- 8x16'-4" �6" V o 0 0 0 0 � � 8-AA6018 �18" I.F. I I g_ 6x18'-8" �18' O.F. 2x20- 8x16'-6" 06' V � 11-AA4001 �12 �(9) EA#CH SIDE OF OPENING � I I 8-AA6020 C�18 O.F. � � I I I 8- 6x17'-0" �18" I.F. � 8-AA6020 �18" ` I I 8-AA6018 �18 O.F. � � 6-AA6019 (�18" O.F. � I I I 2x29-#8x16'-6" (�8" V I I 2x2-#8x16'-3'= �- 6-AA6017 C�18 I F � ---- - ��_2,�� �E�E� PZ - - -- -- -- - KEY PLAN <f � 3-AA6021 �18" O.F. i �� I �--2x20-#8x16'-8" �6" V I f- 2x29-#8x16'-8° �8" V I I 2x2- 8x15'-0" °° � 24-AA4045 �60 � � 3-AA6022 �18 I.F. � � SPREADERS PER LIFT I I I I ' I I 4x2-#6x4'-0" � -2x18-#8x16'-8" (�6" V � I I I I I � �� �� I I g EACH SID� OF OPENING � i 2x20-#8x16-8 (�6 V DIAGONAL 11-AA4001 (�12" l � � 11-AA6018 �18" I.F. I I I I , I I 6-AA6019 �18" O.F. �� � 11-AA6020 �18' ` 11-AA6020 �18 O.F. , I I , „ „ -' 6-AA6017 (�18 I.F. `� MESH S�AB�-- � � MFSH SLAB 11- 6x18-8 �18 O.F. MFSH 5I_AB � � 11-AA6018 �18 O.F. °° � � --- 11- 6x 71 0 Q18 IF 2x2-#8x16'-8" - U _,�,�r-�u�• -------------- ----- - -- ------ -- ----- ----------------------------- ----- -------------- -------- ---------------------------------------- -\-- --------- -- ------ ------------------------- ------------- ----- - --- ------P�I_`;hl_SLA[�- -- 1 REVISED PER POUR SEQUENCE 11/4/14 RS � , 0 2- 8x15-0 3-AA6021 C�18" O.F. 0 FOR APPROVAL 9/26 2014 RS C � I I I I I I � 3-AA6022 (�18 I.F. No. Description Date By � sa'-o' LLVEL P3 — — — — — — —.. Revisions and Issue Record � � The full intent and purpose of this drawing is the placing of L reinforcing steel bars ONLY. It is NOT to be used as a means of � 9'-1�" 19'-0" 9'-1�" 19'-0" � communication between the Architect, Engineer, Contractor or any EAST E�EVATION SOUThI E�EVATION WEST E�CVATION NO�TI��I E�E�'P,TION other Sub-trades. E_EUATO R A � �� D Al THIS DRAWING IS NOT TO BE SCALED. i Harris Rebar Denver VERTICAL LAP ��1 HarrisRebar�) coMM�RcE CITY D�0 880022 � = 4-8 TYPI�A� � TEL (303)-295-2641 �` NBIIOIIaI SZ�CIIgtII.LOCBI SC�IIICC. FAX. (303)-295-2633 ��6 = 2'-10° TYPICAL CORNER DARS Project: STRATA VAIL �6 = 3'-3° CORNER VAIL, COLORADO REFERENCE SECTION 1/S4.0 Drawing: CORE WALLS ELEVATOR A1 & A2 Customer: PCL Contruction Contractor: Refer to Release: Date Drawn Chkd. JOB No. Dwg. No. 9/26/2014 RS - 17206118 C200 10.` A11 123 13 13.�4 13.5 A1 1 ,10.t 13 5 13.4 13 123 10.8 A11 � � � - - - - �� +i - - - - i � - - �„ 12.3 � � ���5 @ 12" Each Face AA4045�60" � I I I � � I THREADED SPRE DERS I I I I I I I � � I � -� AA6020@18" I I � �� �, I I I � � I - � — �� — — � f— � -� — — — . I I 11-AA6043 �12" ? I I � - 11-AA6043 �12" � � 5I_ AA6019@"18" � � DS T�ock Forrn Saver Coupler � OPENING IN SLAB � DS T�ock Forrn Saver Coupler � ���� � � 10-AA6043 �12" 3' 3" MIN LAP � = � I I I I I �—----� DS T�ock Form Sav�r Coupler o AA6018@18" � � I I I I I I � � I � � i AA6017�18" � I I I I I ° I � � I 2x13-AA5044 C�12" �AA5044@12" I I �7�-12" WAI I I I DS TI_ock Form Saver Coupler � � I I � DS TLock Form Save Cou ler I I _ ; ��'I�"�= ���"""'�1�� _ I _ I � __ � I _ P , I. �I � � I �� -I —� � -- �— �-I-� 7 11-AA6043 �12° ? I I � —11-AA6043 (�12" � I(5) (5� I I DS T�ock Form Saver Coupler OPENING IN S�AB I DS T�ock Form Saver Coupler 10-AA6043 �12" `� I I I I I I I DS T�ock Form Savcr Couplcr I I I I I o I � � I I I I I I 2x11-AA5044 C�12" � � � I I � � I I _ I I _ � DS T�.ock Form Saver Coupler � I I � _ � 11-AA6043 �12" � � , 11-AA6043 (�12° `° �(5) (5 I I DS T�ock Form Saver Coupler - - 20-AA6043 (�12° � DS T�ock Form Saver Coupler � ----- 10-AA6043 �12" �° I I I I DS T�ack Form Saver Coupler I I I DS TLock Form Save�� Coupler � � � I I I I I 1'_0" WALL � I I � °' � ° � MESH S�AB � � MESH SLAB I I � I � I � � I I I � I I ME�H SI�� � MESH SU�E'� I I � I I 13 � — -- — �-- — --�- ^ 5_ i _ i � �` i i � ; i T �,_ -- i � — � I I � I I I 2x16-AA5044 (�12° ° I I � DS TLock Form Saver Coupler � — — — — — — �6x18'-8" @18° � 9'-1�>, 19'-0° 9'-1�" 19'-p'> �6x17'-0" @18° E��T E�EVATION SOUTPI ELEVATION WEST �LEVATION - NORTH ELEVATION � ���U�`11 `J� A� AIV� A� � z AA6019@18° ELEVATIONS FROM EXTERIOR OF CORE z � qA6a,�@,��= � �� I����11I I]E'�II�N�II�AVI�IIR� I���� �'� �]� A���IE� A�' �a�V]� I� � � � AA6018@ 18'�3' 3' MIN LAP � � � . . . . . . . . . . 13.4 � � AA60?Q@1�" 3'-3" MIN P �en9tn e o � A E � 1'-0" 1'-0" c � — o U �> > 9'-1� � S B C 1 / T 1 ,.iooks A � � �pt�ana� c � Member Title : Elev A1 &A2 BAR LIST a Bar�lark aly Size Total Length Type A B 'C' D E F G H J K 0 R � AA5044 80 �5 2'-6" SBC 2'-6' r�,������ ������ AA6043 116 �6 6'-9" 17 9' 6'-0" x � � ���nl��� � �j � �� 4" MIN LAP AA4001 22_�4 7'-5" T1 4 J4" 10' 2'-6" 10" 2'-6" 4 J�' �c 1V'�1IL� � 111�, L �1 AA4045@60'� AA4002 22 �4 g'-7" T1 4 J4° 10' 3'-7" 10" 3'-7' 414" � 9�� Wide AA4003 33 �4 8'-5" T1 414° 10' 3'-0" 10" 3'-0" 414' c AA4004 11 �4 11'-1" T1 4 J4° 10' 4'-4" 10" 4'-4" 4 J4' � %�� MIN LAP AA4045 216 �4 2'-11" 17 4" 9" 1'-10" c CORC W/�LLS � AA6017 54 �6 � 6'-6" 17 3'-2' 3'-4" 12�� 1'-0" AA6018 161 �6 11'-5" 17 3'-4" 8'-1" c � � �#6 I-lors AA6019 54 �6 7'-3" 17 3'-it' 3'-4" U • • AA6020 160. �6 13'-0" 17 3'-4' 9'-8" � AA6021 37 �6 25'-4" 17 3'-4' 18'-8" 3'-4" �� AA6022 33 �6 I 24'-2" 17 3'-4' 17'-6" 3'-4" � � � �Il 1� r�, I� ��ll�1I1� ��1�1� I i �������1IL� � Q�R WITH #6 �EMALE 1 1�Z" KEY WAY � DAYTON SUPERIOR �ORMSAV�R �THREADED �6 X 5'--?_" LONG � �c 9" � o� �� . � I_�, �„_I � I � 1 REVISED PER POUR SEQUENCE 11/4/14 RS c � � 5'-0" 0 FOR APPROVAL 9/26 2014 RS � 4" MIN LAP a" MIN LAP No. Description Date By � Revisions and Issue Record � %�� CLR . The full intent and purpose of this drawing is the placing of L • reinforcing steel bars ONLY. It is NOT to be used as a means of � communication between the Architect, Engineer, Contractor or any � other Sub-trades. � 3'-3° MIN LAP � THIS DRAWING IS NOT TO BE SCALED. � _ � �_ i Harris Rebar Denver o ��1HarrisRebar� 55o0 �o�oRAOO B��o � COMMERCE CITY-CO-80022 � � � � TEL. (303)-295-2641 RBIIOIIa�$t�Cllgth.LOCBf SC�IIICC. FAX. (303)-295-2633 �,���� ���������,��� �����I��1I�������'� ������� � 3'-3" MIN �AP � Project: STRATA VAIL VAIL, COLORADO �� ,��,TI� � � li ����e ��� I� ���� Drawing: CORE WALLS ��L`�1� ��� ��� ��L� R��CR�NCE SECTION 1, S4�.0 Customer: PCL Contruction Contractor: Refer to Release: Date Drawn Chkd. JOB No. Dwg. No. 9/26/2014 RS — 17206118 C201 Q7 D7.2 D7.5 Q7.6 5 Q7.6 1�7.5 D7.2 Q7 5 20'-g>' -2-AA6014 T.O.W. , �� ----- -~--------------------------------- ------------------------------ , __ _.__._ _ _ __ __ __------- - ------------ .._ ..- -- ---- ----- r2-�6x20_-8_.__T.O.W.-------------- -._...__,.�„ 2-AA6014 T.O.W 2-#6x20-8° T.O.W ---- -- ---------------------------- I l 8-#5x9'-2" I��s� t'-s.H I I I�#s� r-s° H I I �#s� �'-s" H I I I� INs� �'-o°v I� I#s� i'-a°v g6� i'-o°v � ��4—aa4o45 �so" �----� � �— ------- —� �-- —� �----- ---- � I --I �-8- 6x14'-8" (�18" � °� ° I I I � � � SPREADERS # 2x11-#6x19-2 C�18 I.F. L__J 22- 6x8'-1" �12" I I � �� n I I , .. � I 9-#6x15'-1" �12" V I f 22-#6x12'-4" C�12„ PER LIFT � 8-#6x16-7 �18 V 12-#6x20-8 C�18 O.F. __._ -------------�--- - - _ I -�----- -- -..._.. ---- _ ___- -�- _ _ _. _ I _ __ _ _ _ _. _. ..__._ - - ---- -�----.. -I_--9=�6zT.g'_�'_�,�,�V .. --------- _ . - - ---6= Ez19L_2��..C�18°_I.-�___ { 8-#6x19-4 �18 � � �#6� ,'-s"H I I � j ' ' 13-AA6014 (�18° O.F. 8- 6x20'-8" (�18" O.F. �6� ,-s°v I I � 8-#6x15'-1' �18' 13-AA6014 �18" O.F. I I 11-AA6013 (�18 I.F. ' 11-AA6013 �18" I.F. I I I I 3-AA8016 (�18° O.F. I I I I I I 3-AA8015 (�18 O.F. ��'-?11/32'LEVEL 7 I I I I I I 11-AA4006 C�12" ...... ...... ....... . �.... �_ . _r ._.. ..... ..... . ... ..... .. . ... ...... .. . .. ... . . . ... .._..... _ .. ..�._.� . n. .. ... . ..... ...... ... .. . .. . . ... ..... --1--._ 2x8-#6x14-8 (�18 V 8-#6x19 -2 �18 I.F. . . .------.. I 2z9-#6x14'_��, �.����.� .... . 3-AA60�8 �18 I.F. �24-AA4045 �60' 8-AA6010 (�18" O.F. �8-�6x20'-8" �18" O.F. 8-AA6010 018" O.F. I - ----� � 3-AA6009 �18" O.F. 8-AA6007 �18" I.F. I I 8-AA6007 (�18° I.F. I � `4x2-#6x4'-0' � I SPREADERS 2x12-#6x10'-10" �12" V ' PER LIFT I I I — 2x8-#6x14'-5" 018" � � �2-#8x15'-0" � � (6) EACH SIDE OF Of'ENING I I I I �I I I I I I 2x6-AA6011 �18" I.F. ,���EVE�a 2x6-AA6012 �18 O.F. __._---- 2x8.- .fixt4'_-$"_Qt8"_y-----. .__._--- ----- - - - - ---.___ - ------�-- -_ . I � �--- --_ _ _ __ _ -I- -------------------------- -�----- __ _--I- -----------, -„----n----------- _ _ - -I-- - - --�- -- _ _,. _ I I I 2x8-#6x15'-0" �18" V � 2x9-#6x15-0 (�12 V 11-AA4002 (�12 3-AA6008 �18 I.F. �24-AA4045 �60' 8-AA6010 �18" O.F. � � 8-AA6010 �18" O.F. � - ----� � 3-AA6009 �18" O.F. SPREADERS 8-AA6007 �18" I.F. 8-#6x19'-2" �18" I.F. 8-AA6007 (�18° I.F. � � `-4x2-#6x4'-0' � � -2x12-#6x15'-0" �12" V � PER LIFT I I �8-�6x20'-8" �18" O.F. I I I I 2x2-#8x15-0 I � (6) EACH SIDE 0� OPENING I I I I I I �� � 2x6-AA6011 �18" I.F. „���E�E�5 I I I I I I I 2x6-AA6012 �18 O.F. �._., r� r-s° �� .. F� r-s° �� �s c� r-s° � _ ... ..--�#s@ 6 H- --- ... .. . .. n �� _ . _ ... _ __. . �' _ . __ . � i - -- - _.. .... .. I H I F{ � ....n___n . . . ... ... . .. ... . .. . ..... ... . ...... �_._.n... __n_ ..... . .. . .. ��—�� �.. . � . . ... . ....... .... ...... ..... _' , -- ,�s a r-s°v I I� ��2x8-#6x14-8 �18 V 1J #8�e°v I 2x15- 8x16-1 �8 V � #a�a°v I 2x13- 8x16-1 �8 V �� c �°v 3-AA6008 �18" I.F. „ 8-AA6010 (�18" O.F. I I 8-AA6010 �18" O.F. , „ � 3-AA6009 �18" O.F. �24-AA4045 �60 8-AA6007 (�18" I.F. 8-#6x19'-2" �18" I.F. 8-AA6007 (�18° I.F. I � 4x2-#6x4-0 � I 2x16-#8x14'-5" (�8" V , SPREADERS � � -8-#6x20'-8" �18" O.F. I I I � � 2x2-#8x15-0 � I (8) EACN SIDE OF OI�ENING PER LIFT I I I I I I •�—I I I I I I I 2x2-#8x16'-10" � 2x6-AA6011 �18" I.F. ,�•-,� �E�E�4 �� 2x6-AA6012 �18 O.F. __._----------- 2x$-�F�L4'-B"_�1$'_y _.__.__ .. 2x15-#Sx�1E'-1 �8 -�---_----- �x13-�8xT-6'__1 _�B -V---------- - - - --- 3-AA6�08_C�18 1:�.-._--_. ---{--- ---- --- - __- -�-- __ _ _ _ __ _. _ -�- -. - _ - u- u - ---- -}_.._- -- --_L-- - _ b ,� _ - - -{-- _ - --�- -_. _ „ �24-AA4045 �60 � � 8-AA6010 (�18" O.F. I I I I _ g_qq6010 �18" O.F. -----� 3-AA6009 �18" O.F. SPREADERS � � � �� '� � 8-AA6007 (�18" I.F. � � 4x2- 6x4'-0' � I 2x16-#8x16'-3" (�8" V 8-AA6007 (�18' I.F. 8-#6x19 -2 �18 I.F. � � PER LIFT I I I I g-#6x20'-8" 018" O.F. I I I � 2x2-#8x15'-0' � � (g) �ACI�I �IDC 0� OPCNING I I I I I > >� I 2x6-AA6011 �18" I.F. I I I I - 2x2-#8x16-1 --- ---- -,�— , ,��E�3 2x6-AA6012 �18 O.F. ----�---�---- ks� i'-6��, __ �s � i- - - $-AA6010 �18° O.F. � --- #s � s� Oks� i�-o v--�--- -... --� --�---2x11-#6x14'-8' �12" V� �� s°v H. ,�. ..__. � 2x20- 8xi6'_3° �@6".. �, �s� �'-e° " I I �ps � i',6° �--....� _ � �3-AA6008 �18'� I.F. _. _ �_ _ # ��a @ s v .... _ �x��-�8jc16'-3" (�&" V F I I I I , ,� I � � �� � I 3-AA6009 �18" O.F. o �24-AA4045 �60' 8-AA6010 �18" O.F. 8-#6x19'-2' �18° I.F. -8-AA6007 (�18 I.F. I � �4x2-#6x4-0 � � —2x20-#8x16'-3" �6" V o , SPREADERS 8-AA6007 �18" I.F. �8-#6x20'-8" �18" O.F. I I I I � 2x2-#8x15-0 � � (10) EACH SIDE OF OPENING o PER LIFT I I I I I I �� 2x2-#8x16'-10" � 2x6-AA6011 �18" I.F. � � nr-o��vF�Z I I I I I I I I 2x6-AA6012 Q18 O.F. � � I I I 2- 8x15'-0 I .� I I ----- _ p�g" �F �� � � __ ----------- ---- 3-AA6008 �18 I.F. ._---------- ' ' _ � � _ U t__.. _ -- --�- - � „ --„------- ---- �- - ----- -}___ _ ___ 2x1-7--��x��'-1-a°�6"�---------- ----- __ _ .. - -- - -- - --3=AA6009 �t�'rO:F. ° ° _ ------------ 2x11-#6x14-8 C�12 V 3-AA6009 �18 O.F. 11-AA4005 (�12 � �24-AA4045 �60' I I I I I _ l ----- I ° � ° c I I I � � I I I I � -f 2x20-#8x16'-10" Q6" V � ° a SPREADERS 4x2- 6x4'-0' , PER LIFf 8-AA6010 �18" O.F. � I I --r-2x20-#8x16'-10" C�6" 8-#6x9'-4" �18" O.F. = � 4x2- 6x4'-0" � ( � ELEVATOR B1 8c B2� cc I # I �o �Aci�� sii�i�_ or-� o���NiN� � ,� —2x2-#8x10'-0"� ,� = ° � 2x2-#8x15'-0" � -AA6007 �18 I.F. 2x6-AA6011 �18" I.F. 8-AA6007 �18 I.F. ° _� 2x6-AA6011 �18" I.F_ ° � 0 �O ° x I I � � 2x6-AA6012 �18 O.F. 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I I I I � � � � I I I 2x2-#8x18'-3" � I 2x6-AA6012 C�18 0 F � � 8-#6x2 - . . � _..---- '-'L{YEkPI�---�----- - ----�- -._.. ._.. __.. __.. _ .. _ _ . _._ ._---...__.___.___... ----__. � 0 8 (�18 OF _._ ._... ..... ...... ..... -_. ---- . ._ __.— — ---- - - o 0 0 0 0 � � 2x11- 6x14'-9" 412" V - 3-AA6008 �18" I.F. I I � �� I I � � - —�- 2x17-#8x16'-2' (�6 V 2x42- 8x16'-2" (�6" V � I I �� I I 3-AA6009 �18 O.F. I I �� I # �24-AA4045 �60' 8-AA6010 (�18 O.F. I �-----� I 8-AA6010 �18 O.F. I I �f ' SPREADERS -AA6007 �18° I.F. 2x2-#8x15'-0'� � �� �� -AA6007 �18" I.F. 8-#6x19'-2" �18" I.F. PER LIFT � � � � 4x2-#6x4'-0" � 2x20-#8x16-2 �6 I I I I _ g_#6x20'-8" 018" o.F. KEY PLAN � I I 2x2-#8x16'-2' 2x6-AA6011 �18 I.F. � � 2x6-AA6012 (�18 0 F I I � _ � _ 4�-• � z � � I � I I ----- 3-AA6008 �18" I.F. � I 2x17- 8x16'-3" �6" V I I `\ I I 3-AA6009 (�18 O.F. I 1'�— # I I � �24-AA4045 �60' I 2x11-#6x14'-8" C�12" V � � � � � 2x20-#8x16'-3° �6" � � 2x42-#8x16'-3" Q6" 1 REVISED PER POUR SEQUENCE 11/4/14 RS c � SPREADERS I I ,� I 2x2-#8x15-0" I I „ I I 0 FOR APPROVAL 9 28/14 RS - PER LIFT 11-AA6010 C�18 O.F. � 4x2-#6x4-0 � 11-AA6010 �18 O.F. I I � 11-AA6007 C�18" I.F. 2x2-#8x16'-3" 2x6-AA6011 �18" I.F. 11-AA6007 �18° I.F. � _ . � No. Description Date By � I I I I 2-#$x15'-0" � � 2x6-AA6012 �18 O.F. � � 11-#6x19'-2" (�18" I.F. Revisions and Issue Record � -------63�-4�LEVELP3--� - -...._ ...-- ------------------------------ ---- �- —� —. __... ..._- --.___..___._— - - _. . _- . . ___ ___ ____._ .. ._ .. .________________________._. ___.___.._ .._ ._. __..___...__....__.___....____ _____ __ ______..__.._ .___....__...__...__.______..______ _.___ _ � ... .. . . ._ . . _ _... . .... . __ ._.. .... .. .. ----- 1 1-#6X20�-8�� C4�18" O.F. The full intent and purpose of this drawing is the placing of L � � 3-AA6008 �18�� I.F. � � � � r reinforcin steel bars ONLY. It is NOT to be used as a means of � i S N N S F �� 9 � � � � 3-AA6009 �18 O.F. � � � � communication between the Architect, Engineer, Contractor or any � se�-0• other Sub-trades. THIS DRAWING IS NOT TO BE SCALED. 9'-1QY° i Harris Rebar Denver ��1HarrisRebar� 55o0 �o�oRAOO B��o COMMERCE CITY-CO-80022 EAST E�EUATI�� S��TH E�EUATI�� WEST E�EUATI�N N�RTH E�EUATI�N TEL (303)-295-2641 RBIIOIIa�$t�Cllgth.LOCBf SC�IIICC. FAX. (303)-295-2633 Project: STRATA VAIL VAIL, COLORADO Drawing: CORE WALLS ELEVATOR B1 & B2 Customer: PCL Contruction Contractor: Refer to Release: Date Drawn Chkd. JOB No. Dwg. No. 9/26/2014 RS - 17206118 C202 B7 B7.7 �� Q�2 8�.5 ��.6 5 8�.6 ��.5 g�.z Q� � B7.5 B7.6 �E�E�, N � I N I I � I I � I I I I I I I I I I I I ���r� , I I I I I I I I I I I I —11—AA6043 �12" I (5) (s� --11—AA6043 (�12" �� —22—AA6043 (�12" � I I DS 1Lock 1 orm Saver Coupler I �--- � 10—AA6043 C�12° I I �S T�ock Form Saver Coupler � � DS l��ock Forrn Saver Coupler I I I I DS T�ock Form Saver Coupler I I I I 4.4 ; 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 —11—AA6043 �12° 11—AA6043 C�12° 22—AA6043 �12" I I DS �I�Lock f�orm �aver Coupl�r ��� ----- ��� 11—AA6043 (�12" � � DS T�ock �orrn Saver Coupler I I DS �f�ock Forrn Saver Coupler � I I I I � DS T�ock Forrn Saver Coupler I I I I 4.6 i i i i i i i i i i � AA6010@18" I I I � � I I I I I �3'-3" MIN LAP� � �AA6007�18" �F�F� P, I I I � � I I I I I o . . . . . . . . . � 11—AA6043 �12" � �6) �6� 11—AA6043 C�12" I I � ' � ;n I I DS T�.ock Form Saver Coupler � �-----_� � 12—AA6043 (�12" I I �S Tlock Form SavFr CouplFr 22—AA6043 �12" � z i I I I I I I �S TI_ork Form Saver Coupler I I I I DS TI_ock Form Saver Coupler . 3'-3" MIN LAP � � I I I I I I I I I I � z � I I I I I I I I I I � � ' I I I I I I I I I I "' AA6011@18° "' `�r� P3 � � � I I I I I I � I I �N AA6012@18° �, I I I I I I � I I 1'-0" � EAST ELEVATION SOUTH ELEVATION WES�� ELEVATION NORTH �LEV�T�ION E�E��TOR Q1 AI�D B2 ELEVATIONS �I�OM EXTERIOR OF CORE �� � I�,��I IIF'��R���VIIE]�� I��]IL� �� ]I� I� AI��� I� �� I�I�V�E]IL � o � �6X�g'- �� ��8°' �6X�o�-�° ��s" � �, o � A� �� �Uo � � E � � � 1 � � � Hooks A & G optional � Hook G optlon��l Member Title : Elev 81 & 82 BAR LIST Bar I�ark Qty Size Total length Type 'A' 'B' 'C' 'D' 'E' 'F' 'G' 'H' 'J' 'K' '0' 'R' �j.4 AA6043 132 �6 6'-9' 17 9" 6'-0" � AA6012@ 18�� AA4002 11 �4 9'-7' T1 4 J4" 10° 3'-7" 10" 3'-7° 41�' U AA601 1@ 18'� AA4003 22 �4 8'-5' T1 4 J4° 10° 3'-0" 10" 3'-0° 4 J�' � • • , , AA4005 11 �4 9'-3' T1 4 X° 8" 3'-7' 8" 3'-7° 414° a • • . . AA4006 22 �4 7'-814' T1 4 J4° 8" 2'-9 3�' 8" 2'-9 3�° 414' — c AA4045 240 �4 2'-11' 17 4" 9" 1'-10" c" � . . AA6010@18�� � . . AA6007 152 �6 11'-4' 17 3'-4" — 8'-0" - x � AA6007@ 18�� � � M6008 33 �6 25'-3 J�' 17 3'-0' 19'-3 J4" 3'-0" � � 3'-3" MIN LAP � z AA6009 33 �6 26'-10' 17 3'-0' 20'-10" 3'-0" � i � AA6010 144 �6 12'-8' 17 3'-4' 9'-4" c '�' � AA6011 120 �6 7'-6' 11 3'-4' 4'-2" � o � ;.r, AA6012 120 �6 g'-3' 11 3'-4° 4'-11" � L � . +�. AA6013 22 �6 14'-8' 17 3'-4° 8'-0" 3'-4" c AA6014 30 �6 16'-0' 17 3'-4° 9'-4" 3'-4" � 2- 0�� MIN LAP AA8015 3 �8 23'-4' 2 1'-4° 20'-8° 1'_4° II S U 1'-0'� 7�-�" 1�-0'� AA8016 3 �8 22'-2" 2 1'-4" 19'-6° 1''4` � � g�_g�,>, �� a ; � � � � CORE WALLS <r 12" � 6 � � �� � � ������� ������� 1 REVISED PER POUR SEQUENCE 11�4�14 RS � 0 FOR APPROVAL 9 28/14 RS C � 1 1 2" KEY WAY �ir=� � No. Description Date By � �������� � � � �� aAK WITH 6 FEMALE � � 1�-0" D�YfON SUPERIOR FORMSAVER , � If�FA[�f��l� �{6 � '.�' Revisions and Issue Record �� � fl � ��" IONG . 9�� , The full intent and purpose of this drawing is the placing of L o /� 3 „ 3 ,� reinforcing steel bars ONLY. It is NOT to be used as a means of � �_� � /4 MIN LAP /q MIN LAP communication between the Architect, Engineer, Contractor or any � other Sub—trades. . . , „ • THIS DRAWING IS NOT TO BE SCALED. %" MIN LAP 5-0 A A 4 o 4 5@ 6 0° i Harris Rebar Denver 9" Wide ��1HarrisRebar� 55o0 �o�oRAOO B��o 3'-3" MIN LAP coMMERCE CITY—CO-80022 TEL (303)-295-2641 �� ��� CLR National Strength.local Service. Fax. �so3�-ZSS-2s33 %" MIN LAP • Project: STRATA VAIL _ . . 1'-0" ° VAIL, COLORADO �6 Hors �• � Drawing: CORE WALLS 3'-3" MIN LAP • � , — Customer: PCL Contruction �"��� �� ������e���j�� �,�j����J Contractor: � � � �Il � r�I� ��� `I� "� �i�� �i� ��� 1�l 1� 1�l 1�1����� C�1�l�,1�1� ��ll�� �J�1�1�� �L������A 1�L� 1�l r�1,1�L����� 1� �� �1�1J rll A�� � R e f e r to R e I e a s e: REFFRENCF SFCTION 1, �4.0 Date Drawn Chkd. JOB No. Dwg. No. 9/26/2014 RS — 17206118 C203 A5.7 A6 A6.3 _�_ . A5.9 . �� :. A5.7 A6 A6.3 A5.7 A6 A6.3 � A5.9 � 5 @ �2" A5.9 z � �5 @ 18" RAMP WALL HORS C01_UMN CC1 �6 @ 18" � � Q � EMBED 22° INTO COLUMN >� TYPICA� A�� HORS COLUMN CC1 " � _ X COLUMN CC1 COLUMN CC3 � > ' /� � , . A � o 2-10' MIN LAP �-10" MIN LAP{ � 2'-10" � - � M • • • COLUMN CC3 0 comer confi� at column i � ` _ _ ___ — - - ``� • 3'-3" MIN LAP 3'-3" MIN LAP • . � . � . • T • z .�..• I I • COI..UMN CC3 � .- � � � � � � %" CLR � � 2'-10" MIN LAP ' " � � ;v, � �� 1Yf'ICAL N 1 -0 �6 @ 18" o � #6 @ 18° � � %" CLR TYPICAL �LL VERTS � i - / TYPICAL �LL VERTS �iYPICAL � N ��6 @ 18" �6 @ 1�" � AA6082@18" � .r TYPICAL ALL VERTS "' %" CLR %" CLR - _ 5-� Horizontal layout confirmed TY���cA� ° � %" CLR . . . . . . /�� CLR . - - - - - - � _ . - - - - - - - �YPICAL �� ° IYPICAL • . . _i - - - - - - - �6 Q 18" � 4'-2" � _ 5'-2" I�I 1'-0" 4,_2„ � iYPICAI AI.I. HORS - > ��A sECT1oN P�EASE �ER FY HOR ZONTA� �AYOUT � SECTION C SECTION '�-°� �� SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. � � � —' A5.7 A5o9 A6 A6.3 1 �.4 1 �05 14 A6�3 A6o2 �6 /�5e9 A5.7 14 13.6 13a5 13.4 ' ' 11-AA6043 �12" ' 8-AA60 3 (�12" ' ' i 11-AA6043 (�12" ' ' 8-AA6043 C�12" � DS �I��ock Form Saver Coupler , I � � DS T�o k Form Saver CouplEr � , ,� /I, DS I��ock Form Saver ,oupler � DS i��ock 1=orn� Saver CouplEr 112-0" - -- - - i � i - i - - - - ii - - � - -i - - - i - � i - I - - - i - - - i - - - I I I I i I ° ^ I � I I � I � o 2-#6x8'-4" �18" I.F. I ;� I I x I 5-AA6058 C�18" ° � I � I I � � ,�, 5-AA6084 �18" ° �o � -2-#6x10'-2" �18" O.F I ^ I I ^ I � �-� I � I I N I � � C ,�, � I � I I I 10-#6x8'-4" �18" � � ' o � X N N I N I I I - - 10-AA6059 �18" N ° ° o � N � � � � - �i � O Q o I I I I 6-AA6067 418 ° ° AA6060!�1 ° 10-AA6060 �18" I.F I - 6-#6x6'-0" �18" O,F, o � � � 10-AA6058 �18'� O.F. � � � 6-AA6062 �18" o � � o 0 ;, AA6058 18 � �� � � 11-AA6043 �12" � � 8-AA6043 @12" � � 11-AA6043 C�12" 8-AA6043 C�12° _i I I I � � - DS T�_ock Form Saver Coupler � I DS TLock Form Saver Coupler � I DS TLock Form Saver Coupler DS TLock Form Saver Coupler : � gg'_� ^ I I I I - - - - - - - � - - - - - - -� - - - - - - - - ° v _ � ° 2-#6x8'-4" (�18" I.F. I I I ' 3� 067 C�18" � = � �i I � � I �i 6- 6'-0° Q18" O,F, a � 2-#6x10'-2" (�18" O.F I � I I ° I __ � - 6= 062 �18" � c`_` � I x I I i I X ° ° ° � � � � � X � � o 0 0 0 o x `r I � I �' I 8-AA6062 �18° � � � � i � i 8-AA6059 018° � - � B - �-ELEVATOR A3 � o �, X I I - 8-#6x8'-4' �18" o 0 0 0 0 � � , AA6060 1 �, 8-AA6060 �18 I.F �i '� � 00 � AA6058 18' � � � � 8-AA6058 (�18" O.F. � °� � . I I �� � 6-AA6Q82 �18" - '� � _ 12-AA6043 �12" � � 8-AA6043 C�12 � 11-AA6043 C�12� KE Y P LAN � / DS TLock Form Saver Cou ler � � c p � DS f�ock �orm �aver Coupl�r DS TLock �orm Saver Coupler _ DS T�o k �orm �aver Coupler s �8s'- - - -i - - � - � ss'-s".- � - - 3 - � \I � ao � � o I� � � �-� -{ � - o �_I - _� I � - - - - �_ � � --8-AA604 �12° �,_��� / .\ V� I ` I i I ` I I�I � ' � � i � � � i � �. xi -� VV � �-� '� �� ��� � X � 84'-6" � X � X � � � � - - � - ---� �-- - -� � - r--- --- J � -- - � � <r _N � — —� — ---- � �6 @ �2"� i-- — —� i � i i �-- ---^ J � -- N — A � � � � , � rYPicA� �ur�Ni�i�ii=� , � � � � � � � � � � � S � �, W�LEVEL Pz DECK { -�- � � � � � � - %" MIN LAP � � I I � � I__ I � � AA4045@60" — — �c � 8-#6x8'-4" �18" I.F i i i i 9" WidF � • 8-AA6066 C�18" O.F. � � 8-AA6058 (�18" I.F I I -#6x8'-4" �18" I.F _ 8-AA6058 �18 � , � � „ 8-#6x11'-0" �18° O.F 8-AA6063 �18" � � 8-AA6062 C�18' O.F. � 8-AA6064 �18 O.F � � %" MIN LAP - � 8-#6x9-2 (�18 O.F. I 8-AA6065 �18" O.F I I 1 REVISED PER POUR SEQUENCE 11/4/14 RS c I I � I I � -� 0 FOR APPROVAL 9 28/14 RS � _�6'- 9 16" /-��6 ��lors No. Description Date By � Revisions and Issue Record � � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ The full intent and purpose of this drawing is the placing of L reinforcing steel bars ONLY. It is NOT to be used as a means of � B1 �EAM B1 B�AM communication between the Architect, Engineer, Contractor or any � � � ����°°��°° ��� I� ���`��� THIS DRAWINGhISSNOT TO BE SCALED. C,�ST E�E��,�TI01� SOIJTF-I CI_C��TI01� �IIEST E�E�ATI01� f�ORTH E�E�ATI01� i Harris Rebar Denver I�ember Title : Elev A3 BAR LIST ssao co�oRaoo e�vo Bar Mark Q�y Size Total Length Type 'A' '8' 'C' 'D' 'E' 'F' 'G' 'H' 'J' 'K' '0' �R� l�� HarrisRebar� coMMERCE arv-co-soo22 � .. ����� � �,� �1 TEL (303)-295-2641 \ AA6043 115 �6 6'-9" 17 9" 6'-0" National Strength.local Service. Fax. �so3�-ZSS-2s33 �aso5s 3s �s �2'-s" » 3'-4" s'-�° 3'-4° Project: STRATA VAIL I AA6059 18 �6 12'-3" 17 3'-0° 9'-3" �. V A I L, C 0 LO R A D 0 -- - - — I �asoso �a �s >>'-�' n a'-o° �'-�' � �nsos2 2e �s 4'-��' 2 �'-o" 3'-��" Drawing: CORE WALLS �nsos3 s �s io'-o" �� 3'-4° s'-sx" ELEVATOR A3 � AA6064 8_�6 g'->>° 17 3'-4" 5'-7" Customer: PCL Contruction �; AA6065 8 �6 5'-11 J4" 2 1'-0" 4'-11 3�° Q�� �� �� c �` F AA6066 8 6 5'-3" 2 1'-0" 4'-3° � �� Contractor: �, _ � _ _. _ — _. _._ AA6067 9 �6 g'-g 1�" 17 3'-p° 6'-9 3f" Refer to Release: � � AA6082 6 �6 9'-4" T1 8" 3'-2" 10" 3'-2° 10" 8° Date Drawn Chkd. JOB No. Dwg. No. � � 2 Hook c opt�ona� T� Hooks � & G opt�ona� AA6084 5 �6 9'-0" 17 3'-0" 6'-0° 9�26�2014 RS - 1"7206118 C`��4 �15 15.� �16 �17 14.6 1�4.7 15 15 3 15.� 15 14.7 14.6 A17 �16 15.. 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I i' 8-AA6072 �18" O.F. o ' � � SPREADERS I I -#6x18'-0' �18" O.F -#6x18'-0" �18" O.F � I I I I # I , „ N 3/" CLR PER LIFf � I I I � 4x2-#6x4-0 � 8-AA4101 C�12" �4 @ 5' I � „ - I ��vE� s - 116'-3 I 1 6 - -� --------------- --- -------- ---- ----------------- --- ---------- --� ------------------------- --- - - $---�------ _ --. _ -- --- __.. __ __ _ _ __ _ - -------- - ----- ------ -- ----- ------ _ _ _ _ _ _-- -------- _----_ _ .__ ___- ------ _--- ----- -- .. -- _ _ - --- .--,.- ---- ---- -------_—_--------- � ��6 @ , ° " � - 2x6-#6x14'-5° (�18" V T I 1--2x14-#6x14'-5" �18" V 2x2-#8x6-8 � #s� r-h°v � , � 2x6-#6x14'-5" (�18" V z 8-AA6025 (�18° I.F. � - -" 2x14- 6x14'-11' �18' V EF � # � 4x2-#6x4-0'= # � » � # 2x2- 8x6'-8'= 2x2- 8x16-6 24-AA4045 �60 8-AA6072 �18" O.F. � 8-#6x19'-6" �18" O.F. -#6x19'-6" �18" O.F. � ° ° � I I � 8-#6x18'-0" �18" O.F � —8-#6x18'-0" �18" O.F 8-AA6025 �18" I.F. °° `i� SPREADERS I I I � 2x2- 8x10-3 - I � -8-AA6072 �18" O.F. CI�I�NG� IN WA�� SIZC "' PER LIFf I I I I 4x2-#6x4'-0" ,,,.-,o, _ �EVF� 4 _ I I I I I I �8-AA4101 �12' -- - --------------- --- ----------------- --- --------- -- ------------------------- --- - - -------------- -------- ---- ---- -------- ._. ._ ... _ --�-------- _ __ __ _ ._ _ ------- ------ - --------- - .. _ __ _ _ -- --- -- ��-- - -- _ _.._ ..--- -- - _._ ___ � ,� �� _ _ _ _. - ------ ----- ---------- --------- _ _ _ ... 1 - . -- ,--��----� -- CLR _ _------------ 4 _ 2x6-#6x14-5 (�18 V � I � 2x14- 6x14-5 �18 V X - x ; „ 2x6-#6x14'-8" (�18" � 2" CLR � 8-AA6025 (�18" I.F. 2x14-#6x14'-11° �18" V EF 2x2-#8x6'-8'' 4x2-#6x4-0 8-AA6025 �18" I.F. -�r� @ 5' �24-AA4045 (�60° 8-AA6072 �18° O.F. �8-#6x19'-6" �18" O.F. --8-#6x19'-6" �18" O.F. -8-AA6072 �18" O.F. � �� n � �> >� � �� � SPREADERS � � �-8-#6x18-0 �18 O.F --8-#6x18-0 �18 O.F i �- 2x2-#8x16-6 � OUTSID� �ACE - • •--INSIDE FACE PER LIFf I I I I 2x2-#8x10'- ' I _ 4x2-#6x4'-0" I 8-AA4101 �12" � _ � L�V�L 3 I I I I � -- — --------------- — --------- ---- ----------------- --- --------- -- ------------------------- --- — — --- — ----- '� ------------- � ---- ---------- — 1� ��( � �� u ---------- — Tlf___R_' ,--�----T-------------- -------------------- — -------- ---------------------------- �,,q £ -------- ---- ---------------------- -------------------_--------� 1-g)1- -- -- ------ ----- _- z �8 a 2x6-}�6x14-5 (�18 V I I I � 11--- #6 � 1 6° H i ei �e L7.L= XV—(,1— -- — ------- � #6` '-6 " � � ,� " � 2x14- 6x14-5 �18 V ' 8-AA6025 �18" I.F. 4 @ 5' � ❑ v �� ❑�s c ,-o°v 2x21- 6x14-11 Q12 V EF � 4x2-#6x4'-0' „ � o 8-AA6025 (�18 I.F. � 2x2-#8x6'-8' 8-AA6072 C�18 O.F. �24-AA4045 �60" 8-AA6072 �18° O.F. �8-#6x19'-6" 018" O.F. �8-#6x19'-6" (�18" O.F. � � SPREADERS # , „ I I , 8-#6x18'-0" �18" O.F I-� 8-#6x18'-0" 018" O.F - 2x2-#8x16'-6" � �_EVEL 1 N PER LIFT 2x2- 8x -8 � 4x2-#6x4'-0' I > I 2x2- 8x10-" � 8-AA4101 �12" � 2x2-#8x1 '-2" � � � 6� 4x2-#6x4'-0' � •I' � „2.-0, • �FVF� � -- - 2x6-#6x5'-2" Q18" V - 2x14-#6x5'-2" (�18" V I 2x6-#6x5'-2" C�18' V I . �-�----- - --------------- --- --------- ---- ----------------- -- -------- - ------------------------- - - - -------------- 2- - ------- ----- - -- - - - ----------------------------- ------- -�----------------- ---------- - --------------------------------------- - - ------------------ -- -- - -----�=�R�63fi-(�1�"-Of.-------------------------- - - -----2x2-#8x8'-5"--------------- 24-AA4045 (�60" 4-AA6025 �18" I.F. ' �� ' SPREADERS 4-AA6025 (�18" I.F. I I 5-AA6070 �18" O.F - 4-AA6074 �18" O.F. , „ „ 6" _ �- 4-AA6074 �18" O.F. PER LIFT �> - � 2x21-#6x15-0 �12 V EF "' I I- - 3'-0 6-#6x15'-0° (�18" V, I.F. _� 6-#6x14'-8" (�18" V, I.F. � -�{ --f- 6-#6x11'-10;; �18" V, O.F. � 14-#6x15'-0" �18" V, I.F. N I I ' I 2x8-#6x19'-6" �18" o � 14-#6x12'-8" �18" V, O.F. � 6-#6x11'-10" C�18" V, O.F. °� ��1�i � ������ $ - 4-AA6025 (�18 I.F. I _� I 5- 6028 (�1$" O.F. � �� �� � JL ll -4-AA6073 �18" O.F. � ,, �° 5�6x18'-10' (�18" O.F - -2x6-#6x6-5 (�18 EF ��� ���� I I , � , . �evri � 1'-6 fHICK _��s'3------ - ----- - --- -- - ------------_--_--_-- ---------_--_--- ---- ------------ - --------- --i- -------------------------- - - -- --------- ,----- 11l I � ll�� 11� ------ ----- ----------- - - ------------------------------------- ------------- -------------- - - - --------- -------- ---------------- 2x9-#8x18'-10" (�12" V I �6� 6° H 15-� 6x18'-4" (�18" V, O.F. � � - . . �#s @ , -s° H - 8-AA6038 C4�18"� I �#s� �'-s�� 3-AA6033 �14 O.F. #e° '��o°v -2-AA6091 C�18" IF. �24-AA4045 (�60" I I „ I 15 6x16'-6" (�18" V I.F. � �-INTERSECTING WA�� DW�S - -- 9-AA6030 �18 I.F. 2x22- 6x18-10 (�12 V EF f�'IU�STER SPREADERS - „ # 8-AA6036 �14" O.F. � -�--12-#8x16'-6" � 9-AA6029 �18 O.F. � , „ „ � 8-AA6037 �14 I.F. 11-AA3035 �10" TIES g � PER LIFf 2x9-#6x18-9 �18 � � - I I I 19-AA6028 �6" O.F. I I z I I I _ - 19-#6x18'-10" (�6° I.F `-` -- �n, ---�i----- --- - ----- --- - -- ------------------------------- -- --------------------------- -- - ---- ---------------------------------------------- -- -------- ------- -------------------- -- � - -- ------------------------------------ - --------------- ----------- - 1 10 IHI M �K �4x2 �6x4' 0" TRI - - - -�----------- � --, „ 2-AA6090 �18 0, .--- a �-�----- I - ------- � �� „ --- --- ------- ------ 2x22-�6x14'-7" (�12° V EF - - I I - ------- " --------4x2-#6x4-0 1 - ---- 2-AA6091 (�18'�IF. � �24-AA4045 C�60' 2x13-#8x16-5 �12 V 31-qqgp75 4„ � SPREADERS _ I I I I � 10-AA6034 C��4 I.F. 12-#8x8'-5" , � PER LIFT � N �� x8- 6x19'-6" �18" 10-AA6033 �14, O.F., , � 9-AA4101 (�12 i x � 2x2- 8x10-6 8-AA6030 C�18 I.F. 2x15-#6x14-0 (�18 V # � 8-AA6038 (�18" 8-AA6029 C�18" O.F. � 21-AA6028 �6" O.F. i � �-- 9-#6x11'-4" �12° A c �- I I I 21-#6x18'-10° C�6" I.F I I � ��_�o" r�iiCK .����.�.� � s ��1,- �,��a.�._�.��� __ � _ ,•_,�� _�?.�� _� .��.�.�.��_--�_-�-_,___ #8� ,- � _ � «� ���,__._._ �� �� _��.e�� �_�._�=.�s��_,._.,. _ � �� 2x13- 8x14'-11" C�12" V � 2x22- 6x13'-0" �12" V EF � � � �#� � '�� 4���' 3-AA6090 (�18" O.F. � # # �s @ 4°H I � 12-AA6034 �14 I.F. I � 3-AA6091 (�18° IF. � 10-AA6038 �18" I I I � 12-AA6033 C�14 O.F. - ' � � � ����6 t� 1'-6"U � ZXZ—#8X6�—$�� � � � �24-AA4045 (�60 10-AA6068 �18" I.F. � I 40-AA6075 �4" � i " 4x2-#6x4'-0" � o S SPREADERS -10-AA6029 018° O.F. � 2x15-#6x13'-0" �18° V „N � 7-#8x14'-11" �16" � I I - x10-#6x19'-6" �18° I I , 2x2-#8x14'-1 S � -PER_LIFT------ ___�_ _ . ._ .--- -.- .._.._- -r�--------_______-------____-�N---- -__ ___ .______ .._ ____- -- .__ .-----__ ---- --____------- ._ ._-- --------- _. .__ ._. __. __-- -- - �,ti_ „ _ �_ ,�.-- ..- -- - - --5_AA4�Z6_.�1.8°-------- -. ��,•-„�„--�3-- - � � --------------- --- 1 -E--- --- � - _-_ -==�0°AA6A�8-�4 _0 F ____ ------2�8x6- __ � r---- ; _ _ ____ ___ - _________ -- - -,---,r--,� -------- -- , 1'-10° THICK 40�6x19 -0 �4 I.F 2-AA6090 (�1$' O.F. � ---- ---------------- ---------------- ------------ 2�Afifl�LC�1�1�__ � DRILL AND EPDXY ZXZ-#$x9�-$�� �9�� SEE OTHER SHEET � EAST E�EVATION � 6-#8x6'-1° (�9" FORMSAVER CONSTRUCTION �OINT � � �-5-#$XZ-4 �9 � 6-#8x6'-1° �9" 6-#8x9'-8" �9" �` SOUTH ELEVATION NOR��H ELEV�I�ION WEST E�EVATION ��� ���� � � �� � o � � � I ,n�l � n� �J 0� I � I 1 REVISED PER POUR SEQUENCE 11/4/14 RS c ° o �, 0 FOR APPROVAL 9 28/14 RS � � Member Title : Stair A- North gqR �$� No. Description Date By � 0 0 ° � Bar�lark Qty �ze Total Length Type 'A' 'B' 'C' 'D' 'E' 'F' 'G' 'H' 'J' 'K' '0' 'R' Revlslons and Issue Record � o O , AA3035 11 �3 7'-4" T1 4" 1�-8" 1�-8" 1�-8" 1�-8" 4" The full intent and purpose of this drawing is the placing of L O o AA4045 192 �4 2'-11" 17 4" 9" 1'-10° reinforcing steel bars ONLY. It is NOT to be used as a means of � AA4076 5 �4 4'-g" T1 414" 1'-2" 10" 1'-2° 10" 4 J4" communication between the Architect, Engineer, Contractor or any � � AA6025 90� �6 15'-0" 17 _ � 3'-4" 8'-4" 3'-4• __ _ � other Sub-trades. ° o 0 �0 ° AA6028 85� �6 23'-11° 17 � 3'-4" 20'-7" � THIS DRAWING IS NOT TO BE SCALED. AA6029 27 6 13'-11" 17 3'-4" 10'-7" — — � i Harris Rebar Denver AA6030 17 �6 13'-3J4" 17 3'-0" 10'-33f" ��1HarrisRebar� seoo co�oRaoo e�vo ° AA6033 25 �6 g'-��1�' 3 5'-11 J�' 1'-0° 5° 11" 6'-10J4" � � coMMERCE CITY—CO-80022 TEL (303)-295-2641 AA6034 25 �6 4'-9�" 3 3'-9�;" 1'-0" ���" 3� 4�-�y,° National Strength.local Service. Fax. �so3�-ZSS-2s33 ❑ o nnso3s s �s a'-s�" 3 5'-s�;° 3'-0° �'-�x° 2'-sr," a'-�" Project: STRATA VAIL AA6037 8 �6 6'-5 J4' 3 3'-5 3�" 3'-0° 1'-1 J4° 2'-9 Y," 6'-3" V A I L, C 0 LO R A D 0 ° ° ° AA6038 26 �6 6'-8° 17 3'-4" 3'-4° ° ° ° ° ° ° nnsosa io �6 i3'-a" �7 3'-a" �o'-o° Drawing: CORE WALLS STAIR A NORTH - � nnso�o n �s ia'-o° z �s'-o" STAIR A NORTH � '� AA6071 5 �6 23'-1" 17 3'-0" 20'-1° Customer: PCL Contruction 0 o p o o — — — �A � � o B� K � ��F a� �� AA6072 80�_�6 16'-� 17 � 3'-4" 9'-8" 3'-4" Contractor: U � 6 AA6073 4� �6 16'-8� 11 3'-0" 10'-8° 3'-0" A �� H F � AA6074 8� �6 16'-2"� 11 3'-0" 10'-2" 3'-0" Refer to Release: —. ° � � AA6090 9 �6 11'-9" 17 3'-0" 8'-9" Date Drawn Chkd. JOB No. Dwg. No. I�EY PLAN T� �o��s A & � o���ona� � � � Hooks A � �� opt��o�o� � ��oo�t � opt�ona� n�sos� s �s ii'-o" » 3'-0" a'-o" 9/26/2014 RS — 17206118 C205 A15 ,15. A16 A17 14.6 14.7 15 15.3 15.3 15 14.7 14.6 A17 A16 15. A15 � ���� � � � � � � � � � I I I I I I I � �FVE� z I II I I I I I I I I I I L-J I I I I � � 2x5-#6x4'-0" (�18" EF I I I 2x5-AA6032 �18" � I DRILL & EPDXY 1'-p„ I I I DS TI ock Forrn Saver Coupler � � � -� 2x5-AA6031 �18" � � DWL REQUIRED TO BE SHORTER ��v�� , I I I -' THREA,D � � I 12-AA6102 �12" I I � 3 ��� I I � � DS TLock Form Saver Coupler 22-AA604 I I DS TLo 4y F�rm SavEr Coupl�r ��� - 2x9-AA6032 �18" I I „ I I I DS T�ock f�orm Saver Coupler I I � � I I I 2x3-#6x4'-0" C�18" EF I I � 2x9-AA6031 �18" � � I I I I � THREP,D � � � � DRILL & EPDXY J �I Q �' I I I I 12-AA6043 (�12" � � I I I 22-AA6043 Q12" 2x8-AA6032 �18° I I � � � DS T�ock Form Saver Coupler I I DS T�o W 1=orm Saver Coupler DS T�ock Form Saver Coupler I I I I II S " AA6038@ 18" � I I I I I � I I I I - � �� �� A15 - -AA6032@ 1�" � I I � 2x8-AA6031 (�18" � � � I I II 2x8-#6x4-0 C�18 EF ' ' �6x18'-9° @18" �6 � ���� I I � THREAD � � � I I II DRILL & EPDXY � P2 L-J _ . . . . . . . . . . � . . . . I I I I 12-AA6043 (�12„ L- — • • -- •- -- I I I 22-AA6043 (�12° � ° I I -�2x10-AA6032 (�18 � DS T�ock Form Saver Coupler � �6x18'-9" @18° � � DS T�o � 1=orm Saver Coupler � DS T�ock f�orm Saver Coupler � � I I � �I N AA6032@1�" I I I 2x10-AA6031 �18" � � � � I I� 2x10-#6x4'-0° �18" EF THREAD I I I THREAD � � � � � �� DRILL & EPDXY I I � I I r----� �---------- �----------� T - L-J, P � N � AA6068@18" \ � AA6029@18" � � FAS�f FLFVA'fION SOUTH FLEVAI�ION NORTH FLEVAI�ION WFST FLFVATION � � STAIR A - I�ORTH � � • %" CLR TYPICAL ' AA6031@14" *� ���� ��1I�1�ll�A�I��� ���J� 1Il � �� A�J�1J�'1I1�� A ll �J1�L'��J�L'�1IL� 1I1 -� i 2 CLR � ouTE� ��6X�8'-�0" @6" �6 c �2" A16 . . . . . . . . _ . . , 20'-0�� - � 1'-0" 18'-0„ � �,_�„ ° � AA3o�5��0" A15 - _ - ° 2'- 0" MIN LAP � 2'-10" MIN LAP A1� � 2" � � AA6028@6" � (1?) - �8 VERTICAL � � AA6036C�14° - 2'-0" _" '�� �- AA4076�18" N � � � i 2'-10" MIN LAP z 15.4 15.3 15 14.6 � 2'—�0" MIN LAP � �— U � U � I � a ��B��, SECTION- Above Level P1 2° ��R� 2° MIN LAP `- C205 i S�A�F N T S ^ _ ; � �� ° ° ; �a6o25��8" AA6o25@� " � o � � � U � � i AA6072@18" � i � � �8 @ 8'` � � i ; 2" CLR � � Confirmed � - � A15 a� � — — — _" — — -- � � #6X�8'—o" @�8" � � � —�— , � THREA �6x18'-9° �18" �' - - �A4o�6@�8" A16 ' -� `� i . i � i % - i . . . . —, . . . . . , _ ,-._ _ —_—_ _, . . . . . . . . . . . . . ease ve con o = - - � . . . . . . . � pl rify diti n �_________________ -� ' ----.—,._,— . .. .. . . . ----------------�---------- L � .— -_.—, . , , S TLock Form Saver Cou ler � A1� ��6x19'-6° �18" `� p � (2) �8 Trim Bar �A6029�18" ;� � 15.3 15 14.6 _ _ �` � � o _ �C SECTION- Above Level 1 ; 3 � / � _ (2� �{8 �rim f3ar � � �, � � , �`��� SCA�E: N.T.S. 1 REVISED PER POUR SEQUENCE 11�4�14 RS � z #g @ g" �� � 0 FOR APPROVAL 9 28�14 RS � 3 �� No. Description Date By � � AA6068@18" i /a CLR AA6034@14" _. I � � TYPICAL Revisions and Issue Record � — � The full intent and purpose of this drawing is the placing of L reinforcing steel bars ONLY. It is NOT to be used as a means of � 3'-3" MIN LAP #6x19�-0�� @4�� communication between the Architect, Engineer, Contractor or any � other Sub—trades. A16 —�— — — — — — ' I— — — — THIS DRAWING IS NOT TO BE SCALED. ° — — — — — — — — — i Harris Rebar Denver N �_ ��1HarrisRebar� 55o0 �o�oRAOO B��o AA6033Q14" coMMERCE arv-co-soozz � � TEL (303)-295-2641 A1� I 2�_O�� � � l 2�-�Q�� National Strength.local Service. Fax. �so3�-ZSS-2s33 AA6028@4'�' i Project: STRATA VAIL " 21'-0" �, VAIL, COLORADO Drawing: CORE WALLS 15.4 15.3 15 14.6 STAIR A NORTH DETAILS �� Customer: PCL Contruction � A � SECTION- Foundation to P 1 �on+ra�+or: � �`��� � SCA�E: N.T.S. Refer to Release: �� Date Drawn Chkd. JOB No. Dwg. No. 9/26/2014 RS — 17206118 C206 89.1 6.5 B9.1 6.5 =-----' .�9-, B9.3 ------B 10---B 11----------------------- ----------------------------------B 11 -B 10---- - B9.3 B9 ----------------------------- -------- , � � -'7� � I I I I I � - 2X5-#sX�o'-�" ��2° 4x2-#6Ix4'-o" � — = I i I 12x�o-#sX�o'-�" ��s" � � I 8-AA6081 C�18" � 8-#6x14'-3" �18" I ° I 8-AA6080 C�18" �24-AA4045 �60" � �_ ,� �� I SPREADERS 8-#6x13 5 �18 • ,��-+o•.__ I 4-#8x10'-4" C�12" --------- -- ----- - - ---- �----- _._..___-----___---------.- . - - ---I---- ---- -__ -- ------------- -- -. _. ._ __ i _------------------- -___---_---,--- - - - -- --------_--_------------RE+� ---_- - -- I - ---- -L� LEVEL 7 _. _ _ . .. .. 2 AA6024 �18" O.F. � 2x1-#8x7'- " -2-AA6025 �18" I.F. � I I _ � 14-#6x11'-4" (�18" 4x2-#6x4'-0" � 2x4-#6x11'-3" �18" V � 2x11-#6x14'-8" C�18" V I I I °,° I � f�ps� r-s° H' I , � � 8-#6x11'-5° �18° V I I I � I8a @ ,'-o°v� � - � 2x5-#8x11'-3' (�12" V � 9-#6x18'-10" �18" I.F. � � I � 9-#6x18'-0" �18" 5-qq4097 -i � 9-AA6098 C�18" O.F 8-A�A6024 �18° -#6x19'-8" �18" , „ � 5-AA6096 �18,;' O.F. � I I I ,�'-3• ,ses_ � _r....___.__________.______.2x2_#8x11�4 ,� --5-AA6095 018 I.F. � IEVEL6 ----------����_�_ ,.��_�_�_�___��__�._� —_.�_.�_� � 4-#4x4'-7" (�12" � I � I 2x2-#8x7'-0" 2-AA6024 �18°„O.F. � I I I_ - I 28-#6x14'-8" �18' 4x2-#6x4'-0" 2-AA6025 �18 I.F. �24-AA4045 �60" � 2x14-#6x14'-9" C�18" V � � -8-#6x14'-8" �18" V � I � � �� �� I I SPREADERS � I � �� �� I I 8- 6x18-0 �18 8- 6x18-10 �18 I.F. I I � 2x5-#8x16'-8° (�12" V PER LIFT I 8-AA6052 �18" 8- 6x19'-8" 018" 8-AA6098 C�18" O.F I � 5-AA4097 - I �� � � 8-AA6024 �18" I � �� 5-AA6096 �18„ O.F. � . „�•-0• I 2x2-#8x16-6---- _-- �- - _ ---5 AA�095 01.8__LF� I I I ------------ --------- ---- ---- ----- ------ --- --- - - --- - - ---- - -- - ------------- ---- -_ ._______- ------ ---- ------- LEVEL 5 ---------------------- �6 0 1'-6'H I I 2x2- 8x7'-0" � 5- 4x4,_p" � " „ I � B�#s o �'-o•v I - l -2- 6x11'-0" (�12" # ��-AA6024 �18 „O.F. � (5) �j � � � x14-#6x14'-8" �18" 4x2-#6x4'-0" �� � - 2x14- 6x14'-8" C�18" V 9- 6x14'-8" (�12" V � -2-AA6025 �18 I.F. �24-AA4045 �60 � # , „ � � # � , E rs o ,�-s•H � i 2x2- sx7-o � � � , , ��a o a•v � SPREADERS I 8-#6x18'-10",�18" I.F. # � 8-AA6047 (�18° I.F. -�— � 8- 6x18'-0' Q18' 2x7-#8x16'-6" �8" V PER LIFT � 8-�6x19'-8" �18" 5-AA4097 �18" � -5-AA6096 O.F. I I 8-AA6098 C�18 O.F I I 8-AA6024 (�18 O.F „�•-,�. „�•-,o• � 2x2-#8x16'-6" 5-AA6095 I.F. I ' LEVEL 4 --- -------- � 2x2-#8x7'-0" 5-#4x4'-0" �8" I I 2x2-#8x17'-1„ I I � „ ,� 2-AA6024 �18" O.F. I � I��� � ��I --�x14-#6x14-8 (�18 4x2-#6x4'-0" 2-AA6025 Q18" I.F. 2x14- 6x14'-8" �18" V -- 9- 6x14'-8" �12° V -8- 6x18'-0" Q18° �24-AA4045 �60° � , �� � -� # � � , „ „ I SPREADERS � � 2x2-�8X�-� I 6 #8x4'-10" �12" V � 8-�6x19 -8 �18 2x7-#8x16'-4" �8" V PER LIFT 8-#6x18'-10" �18' I.F. 8-AA6047 (�18° I.F. I � 5-AA4097� 5-AA6096 O.F. � � 8-AA6098 �18 O.F 8-AA6024 �18" O.F ,�.�. ,n,•� � 2x2-#8x16-4 -5-AA6095 I.F. I � -----------..--_-----_---- - -- ------------_ _ __ _ -_--- --------_------ ------ -__-------------------- - - ----- - - --- - _ � , �� 5-#4x4'-0" �8" � ❑� �a o i'-o•v I��� q�l � � 2x2-#8x7-0 2-AA6024 �18"„O.F. � � , � ,� _ � � 2-AA6025 �18 I.F. � ,� - 9 #8x14 8 (�12 V 2x14-#6x14'-8' �18' , 24-AA4045 �60„ 2x14-#6x14'-8" (�18° V 2x2-#8x16-6 2- 8x4'-10" �12° V ' 4x2- 6x4'-0' � # � � 8-�6x18'-0" �18" # � SPREADERS � I 2x2-#8x7'-0° - I � 8- 6x19'-8" �18" --�- 2x7-#8x16'-7" �8" V PER LIFT � 8-#6x18'-10" �18" I.F � I 8-AA6047 (�18" I.F. � ° � 5-AA4097 '� � 8-AA6098 �18' O.F. 8-AA6024 (�18" O.F I N I 2x2- 8x16'-7" 5-AA6096 O.F. TRIM FOR - „ -0• _______________�____ =5=AA6095 I.F_________ ____ � I OPENING TYPICAL I _ I _ _ ,rr�--- __ . -- ---. --------. - . . . . _ - - --- - ----- - - --- ---------- - - - _. _ ---.. __..._ -- -...._ -- - . . ----.. _-- ---. _ . I 2-AA6024 �18" O.F. I 4x2-#6x4'-0" I � �� 2-AA6025 �18" I.F. I � 2x2-#8x16'-6" 4 I � 2x14-#6x14'-8" C�18" V 2- $x�-� � -AA6023 �18" O.F. �24-AA4045 �60" � 8- 6x18�-0" �18" I�- l� 9-#8x16'-4" �12" V � `° � � �> » ��-AA6079 (�18" I.F. SPREADERS 8-�6x19-8 �18 8-AA6047 (�18° I.F. o � 5-AA4077 5- 6x15-1 �18 O.F. � „ � � � ' � � # , , , 2x13-�8x16-8 �8 V PER LIFT � , " „ $��------- - ----- -- ---- -- - -- o 2x2-#8x10'-1 " � 5-#6x14'-2' C�18' I.F ; � 14-#6x14-8 �18 ------- -- ----- --- 8-AA6024 C�18" O.F ° ------- --- ------- - o 2x2- x7-0" � 2x2-#6x16'- ' I I -- — -2-#$x9'-�" ��2" v ° STAIR B NORTH ' �-0' �!°-_ - --------------_----.--------- --- -- ----------------- ------- -_---=-=--------_----- - --- - - -_- -----<--=---- o = -- - --_------- -_---------- -- � ` _ _ _ __ _ -- -.._ _ _ __ ___ . . 2x4-#6x18-0 �18 -AA6024 �18" O.F. I I � � o ° " I - � �> >� �s o i„s' ri „ ° = � # , " 1�_4° �#a � s v '—5-AA6025 �18" I.F. �24-AA4045 �60 � 14-#6x14'-8" (�18" f- 2x9-#8x16'-6" �12" V � O O ° o a 4x2- 6x4-0 _i I I 9-AA6047 (�18° I.F. ` 2x14-#6x14'-8" �18" V � -AA6023 �18" O.F. SPREADERS � 9- 6x17'-3" �18" � � 9-AA6104 (�18" O.F � � PER LIFT 9-�6x17'-11" C�18" ° 0 � �O o K 5-AA4077 ���-AA6079 (�18" I.F. K 2x5-#6x13'-7" �18" , " " 2x9- 6x3'-0" Q16" � I I 2x2-#8x16'-6" I 2x9-#6x3'-0" (�16" 2 x 1 7-�8 x 1 6-6 �6 V #��IREAD I I I � _ e�-r -- ---__ ------ --..._.._.__ .. _ . ... . �HR A .. ... .... .... ..__..__..__. -----.._ .. ... ..I -------- -... --------.. _...__. __._.__... . --- - -- -- .._ .. . _..-------- _..__... .._.__..__... .. _..--- -----._ ... _...---- ---�... � . __...__..__ .. _ c= x_-� x -0 � � I ---- ------- o U �`' - -------- - -�-AA�4-(��"-E}�----------- - --------------------- � � �, P�---- 2x3-#6x17j-8" (�18� 3-AA6025 �18" I.F. � � 4x2-#6x4'-0" -2x14-#6x14-8 C�18 V 24-AA4045 �60 I -2x9- 8x16'-6" (�12" V ❑ � - - -AA6023 �18" O.F. � # i � �� � �� ,� � � 1 -8 SPREADERS 14- 6x14-8 �18 %�--5-AA6079 �18" I.F. � - 8-AA6047 (�18" I.F. � 5-AA4077 2x5- 6x13'-0" �18" , � � 2x17-�8x16'-6" �6" V 2 g R#6x3'-0" �16' � 8- 6x16'-11" �18" � � 8-AA6104 C�18" O.F , o , o o � 2x2-#8x16'-6" ' 2x9-�6x3'-0 (�16' THREAD � - 8-�6x17'-7' �18" � � _�'�-g _ _- - _ _..____..---- ._ .. _- - ----- ------- ---- ------- --- --- ----- --- -- -- ------- - - -- ----_- -----�- ----- ----------- ------ ----- ------- - -�-- ------�- -- -_ ------ 74'-10' _x - 3�-0 THRE�1� -- - _ 3_AA�4�18"Q.F. ----------- - . --------------------- �- ---- � o 0 0 0 0 � _'_' '-'_'-'_'-'-'_'_'_' 3-AA6025 �18" I.F. �#s� �'-a° � I I � 2X2-#6X���-6° (��8�� G 4x2- 6x4'-0" � N 5 N8� ,o°� � � W � � �- �24-AA4045 �60' - � , „ „ � - - - 2x11-#8x16'-6" �10" V � -� 2x2-#8x16'-6° 2x14-#6x14'-8" �18" V 5-AA6023 �18° O.F. SPREADERS 14-#6x14-8 (�18 �f S N 2x5-#6x12'-11" (�18" ' 2x 6 �8x�176 61 p6 FV PER LIFT I 10- 6x17 0 �18 E I I W �� KEY PLAN � 5-AA4077 > �� " � �� „ i , � � �� n - -�6x17'-5" �18„ - - � . . � �+�-�a• _ ,_ 2x11-#6x3'-0" (�16' _ _ -----2x12-��x3-Q_Q1�.._. . 14-AA6104 �12 O.F � -- _ .. -- - __ _. .. o ._4. � 2x2- 8x7-0 _ THRFi1D--------------- - --�A9�Q24�1�9..E�------- THREAD - -- ----- --- --- - -------- - _. - � i -�------- -�------ --- - - 2x3-#6x17'-6" (�18" - 3-AA6025 �18" I.F. �- --------------------- 1-- �� �"�?, 81'-0' '_'___'-'_'_'___' -_-_-__'_'_'___'_'_' '_'___'_'-'_'_'_' r � 8-4 � 1 REVISED PER POUR SEQUENCE 11/4/14 RS c 0 FOR APPROVAL 9 28/14 RS � EAST ELEVATION SOUTH ELEVATION WEST ELEVATION NORTH ELEVATION No. Description Date By � Revisions and Issue Record � � The full intent and purpose of this drawing is the placing of L STA R B N 0 RTH reinforcing steel bars ONLY. It is NOT to be used as a means of � communication between the Architect, Engineer, Contractor or any � other Sub-trades. THIS DRAWING IS NOT TO BE SCALED. i Harris Rebar Denver ��1HarrisRebar� 55o0 �o�oRAOO B��o COMMERCE CITY-CO-80022 TEL (303)-295-2641 RBIIOIIa�$t�Cllgth.LOCBf SC�IIICC. FAX. (303)-295-2633 Project: STRATA VAIL VAIL, COLORADO Drawing: CORE WALLS STAIR B NORTH Customer: PCL Contruction Contractor: Refer to Release: Date Drawn Chkd. JOB No. Dwg. No. 9/26/2014 RS — 17206118 C207 B9 B9,1 B9,3 B10 B11 B12 B9 B9.1 B10 B11 6.5 B11 B10 B9.3 69.1 Bg 6.5 I I � � � I , B9.3 I I � I I I 20'-0" I I I I — j j � j. i i i i ,� i I i i � -�— I � i ��,E� � I � I I � I I I i _ i _i _ _ _ _ i _ � i 2'-4" _ I i � I I i I I I � 6x17'-5" @18" �6x3'-0" Q16" �; >� � 6.5 3'-3" MIN P � 2 CLR , o � I I I I � I I I i THREAD - - N I j � I I j I I I � , - = _ , � i � _._' - . -� I � I I I � I I I I 2'-10" MIN LAP � �EV�� � 3'-3" IN LAP � �6x17'-0" @18" � 11-AA6043 �12" ' " DS TLo k Form Saver Coupler-� � 21-AA6043 012" � DS T�ock Forrn Saver Coupl,r I I � 21-AA6043 (�12" I I I � " � DS TLo Saver Coupler � � � � DS TI_o�j om� Saver Coupler � � � � I I I I � I I I I I I AA6023@18" � � I � 2x9-AA6048 (�18" �x9-AA6048 (�18" %" CLR AA6079@18" _ � I i �'_¢" I I I � DS TI_ock Form Saver Coupler � � DS T�oc4< Form Saver Coupler I AA6047@12" � ° o I � I I � I I I � o I � I I � I I I I I � I I � �' 11-AA6043 �12" I - 6043 �12" I DS T�ock I��orrn Saver Coupler � � � 21-AA6043 �12" I I I � AA6048�12" � DS T�o W -orr Saver Coupler � I I DS Tlo � -orm Saver Coupler I 2x8-AA6048 (�18" � I 2x8-AA6048 (�18" " DS TLo k Form Saver Coupler � � I � I I � I DS i�ock f��orm Saver Coupler� I �i DS T�ock Form Saver Coupler i i � ��6x12'-11° @18"— � i i I I �,_8�, I I � I I I I I I I I I �� I � I I � I I I °� 11-AA6043 �12" �' � - 6043 �12" � DS T�ock Form Saver Coupler � 21-AA6043 C�12" I I I I I 1'-4" 31'-�" 15'��" I � I � DS Tl.o I� or Saver Coupler I I I DS TI_o j F rm 5aver Coupler I� I I � � � � � , >, I j I I j I 2x14-AA6048 �12" I 2x14-AA6048 C�12° �6X3'-0" @16° 2-4 � I I I I � D� T�ock h�orm Saver Coupler � � �� DS T�ock Form Saver C�upler THREAD � � 1'-10" I I � I I I I I � I I P3 _ _. EAST E�EVATION SOUTH EL�VATION W�ST ��EVATION NORTI-I ELEVATION � I �1I1\ U — IV�I\ I N 1'-10" ��, *� ���� ��������������� �� �� ������ �� ����� 1� co�� w���� � A � SECTION , 12°� , C207� ��A�� N � �. � � . z 69 B9.1 B9.3 B10 B11 BAR wiTH 6 �EMA�� � �/2" K�Y WAY " � B12 3/a° MIN LAP 3/" MIN LAP DAYTON SUPERIOR FORMSAVER THREADED �6 X 5'-2" LONG � `.. 20'-0° 9„ c� — 6.5 • ° � � � 1 -0" 18'-0„ �, p„ �„ CLR � � � � � o . . . . . . . . . . 3'-3" MIN LAP � � - � 5' 0" � � .__..�_, ,_ — _. , , , - - —. . . r � � _ — . . � I �� A4097Q18" 6x18'-10" @18° U {{6 @ 18" � o � , C � # % CLR � AA6098@18" - • ' : ' . � � i � / c � i i M / s � i � � I � 3'-3° MIN LAP � � I � AA6047@18'��, � , � � ' AA6024��18° � � �c � � � � � `� ���1I1�_ �IL�� �I1�� �I1 A�l�IL�°��1I1�1IL� �t���IL� . � � � � � ° O° AA6024@18" ; ; � REFERENCE SECTION 1, S�4.0 � � �- � AA604�7@18��� � � « � � . �6 � ��,� ��� I� �r�������� ������ I� �'����T � I� ����� � i • �6x19'-8" @18° _ — � �, � �c ��6 � 18" ��l��X�B°_ o,� ��8° ; � � � - . � o � � • • • • • • • • ' � 1 REVISED PER POUR SEQUENCE 11�4�14 RS � � � c A� �� � 0 FOR APPROVAL 9 28�14 RS � %" CLR � � _ � %" CLR B�° c `� F Q No. Description Date By � � U = SECT10N � _� � o Revisions and Issue Record � / \ �� � � � � � � h-looks A &� / _ c �pt���ai - Hook � opt�onai The full intent and purpose of this drawing is the placing of � C207 reinforcing steel bars ONLY. It is NOT to be used as a means of � SC�LE: N.T S. Member Title : Stair 8- North BAR IJSf z � / -�"� -- communication between the Architect, Engineer, Contractor or any \_� Bar�lark Qly Size Total Length iype 'A' '8' 'C' 'D' 'E' 'F' 'G' 'H' 'J' 'K' '0' 'R' other Sub-trades. AA4D45 216 �4 2'-11" 17 4' 9" 1'-10° — — THIS DRAWING IS NOT TO BE SCALED. ---- — - - %" MIN LAP AA4077 20 �4 4'-9' T1 41{' 10" 1'-2" 10" t'-2' 41f" AA4097 25 �4 4'-10° T1 4 J�' 10" 1'-2 J4" 10°I 1'-214' 4 J4' i Harris Rebar Denver AA4045@60" � � ��}��Na��$Re�aC i 5eoo co�oRaoo e�vo 9�� Wide AA6023 20I 6 14'-2" 17 3'-4" 9'-10" 1'-0° at � COMMERCE CITY—CO-80022 AA6024 74 �6 16'-6" 17 3'-4" 9'-10" 3'-4° rE�. (sos)-z9s-zea� AA6025 26 �6 15'-0" 17 3'-4" 8'-4° 3'-4° National Strength.local Service. Fax. �so3�-ZSS-2s33 %" MIN �AP --- -- - Pro ect: STRATA VAIL �nsoa� s3 �s �o'-��" » i'-2" s'-3�€° �'-2" J VA I L, C 0 LO RA D 0 � -� AA6052 16 �6 14'-3 J4' 17 3'-0" 8'-3 J4° 3'-0° -#6 Hors n�so7s 20 �s �2'-4° �7 3'-4" s'-o' Drawing: CORE WALLS AA6080 8 �6 8'-3 J4" 11 3'-0" 5'-3 J4° AA6081 8 �6 7'-6° 11 3'-0' 4'-6' AA6095 25 �6 7'-SX" 11 3'-4" 4'-4J4° Customer: PCL Contruction AA6096 25 �6 8'-5J4" 11 3'-4' 5'-114' Contractor: AA6098 41 �6 20'-8° 2 1'-0" 19'-8" Refer to Release: ��T� li ���� ��� I� ���� AA6104 31 �6 13'-10° 17 2'-0" 9'-10° 2'-0° Date Drawn Chkd. JOB No. Dwg. No. 9/26/2014 RS - 17206118 C208 O64.7 B5 o66 4.4 4.6 oB6 65 oB4.7 4.6 4.4 I I I I ,��-�• � �--- ------------�—_—_—_ -_— -_-.— ._—_—_—_—_—_-----------_-- -- — _._------ -----�------------ ---�--.----- —__— — �------- ------------------ �7—--- --- -------- -...._ �. _... ______ ____- -- - �� 3- 6x18'-0' 018 I.F. 2x8-#6x11'-0" �18 i2x14-#6x11'-0" �18" V i � � 2x8-#6x10'-10" C�18" V 3- 6x19 -8 �18 O.F. � I 2-AA6025 �18" I.F. � �24-AA4045 (�60" i 2x2- 8x10'-11" — 2-AA6024 (�18° O.F. I I I I # 8-AA4Q77 �12" I I 2x14-#6x10-10 (�18 V SPREADERS � � 8- 6x19'-8" C�18" O.F. � � I 5-#6x14'-4" �18" I.F. 5-AA6026 C�18" I.F. PER LIFT 8- 6x18'-0" (�18" I.F. � 8-AA6024 �18" O.F + � � ,� 5-AA6023 (�18 O.F. I I 8-AA6025 (�18" I.F. � I 5-#6x14-11 (�18 O.F. I I �_.�.__._______.__ ______z,_._.. ___.__.____�______ .._.._____.__�_.�.._______��._._�._.__._.__ _ _ _ _�_— _�_+�-?�_�_ _,�._ _�___._____� - 2x8-#6x14'-8" �18" V LEVEL 6 --�'-_,—_.�—_T_�._�aT_ _______._._..________...._._�._._�_._._.__._._,_ , � � � � � ZXZ-#$X�-4� � � I 2x14-#6x14'-8" C�18" V I I I 3- 6x18'-0" �18" I.F. 2-AA6025 �18" I,F. � �24-AA4045 �60" I I I 2x8-#6x14'-8" �18„ V 3- 6x19'-8" 018" O.F. I I n -� SPREADERS 2x2-#8x16'-8" 8-AA4077 Q12° 2-AA6024 (�18 O.F. T I I � � PER LIFT � � �� ^ 2x14-�6x14'-8" �18" V 8-#6x19-8 (�18 O.F. I I �� I I 5-AA6026 �18" I.F. 8-AA6024 �18_O.F 5-#6x14-4" �18" I.F. 8-�6x18'-0" C�18" I.F. 8-AA6025 (�18" I.F. t 5-#6x14'-11" (�18° O.F. I I 5-AA6023 �18 O.F. . . _---- -- -�--------- __ _ __- —�_ - -- _ _ _ _ __ _ _ __ __ _ - - -- ! _____-- -�--- ----- _ ___.._ _ ----------------------__ _ l . l �-- _ � --__ __ _____ ____—_—_—_--_--_—_—_—_____-—-_-- _ _ = LEVEL 5-- -I ----------- - I ---------------------- I ----- I ------------------- ---- I ZXZ- $X�6'-1" - 3-_ 6x18'-0" �18" I.F. � � 2-AA6025 �18" I.F. �6 0 1'-6'H —�—n n � 2x14- 6x14'-8" �18" V � B s o �'-o•v � � 2x11- 6x14'-8" (�12" V � ^ 3- 6x19 -8 �18 O.F. B �s o �'-s•H �� I I I I # � 2x2- 8x7-4 ❑ I I # � # ;�s� �'-o•v 2-AA6024 �18 O.F. ao �24-AA4045 �60 I I I I � -AA�071 (�12" � 2x11-#6x14'-8" (�12" V � SPREADERS -2x14- 6x14-8' C�18" V � PER LIFT I I 8-#6x19'-8° (�18" O.F. I I � I 5- 6x14'-4" �18" I.F. 5-AA6026 �18;;. I.F. 8-AA6024 �18 O.F 5 AA6023 �18 O.F. ,�+�-�� I I 8-�6x18'-0" �18" I.F. I I 8-AA6025 �18" I.F. � � 5-#6x14'-11" �18° O.F. I I LEVEL 4 2x11- 6x14'-8" C�12" V -- � �� ��— I --- ---- --- - I -- I , „ ,�--- - �----- - 3- 6x18'-0" 018" I.F. --- � � # � �2x14-#6x14-5 �18 V � � -2x11-#6x14-8 �12 V � 2x2- 8x7-4 � 3- 6x19 -8 �18 O.F. 2-AA6025 �18' I.F. o� �24-AA4045 (�60° I I I I 2-AA6024 �18 O.F, I , �� . 8-AA4077 �12" I I � SPREADERS I I I I � 2x2-#8x16-4 - } 2x14-#6x14'-8" (�18" V I I � PER LIFT I 8- 6x19'-8" (�18° O.F. I I. 5-#6x14'-4" 018" I.F. 5-AA6026 �18" I.F. 8- 6x18-0 �18 I.F. 8-AA6024 �18" O.F 2°_p�° I 5-#6x14'-11" (�18" O.F. I I 5-AA6023 (�18 O.F. � �� �� 8-AA6025 (�18" I.F. - - ,�s-�• a_.---------_--__ .� --------------_----_—_—_—_—_-- �---_-- ----- -------.---_—_—_—_-- -_--_-- - _---- .------ - - ---.----___-_- -�_----- t_ -_—_.. _ I I --- - _.__ _. -- - x - �2x14-#6x14'-8° (�18" V I I I 2x11- 6x14'-8" (�12" V 2x2- 8x7'-4° I 3- 6x19�-8" �18" O.F. � � 2-AA6025 �18" I.F. # # x1 -#6x14'-8" (�18"nV 2-AA6024 C�18 O.F. � �24-AA4045 C�60" I I I I I 2x11- 6x14'-8" �12" V ' SPREADERS I 8- 6x19'-8" (�18" O.F. I I 2x2-#8x16-8 � -AA4077 (�12 � � # � PER LIFT I I 8- 6x18'-0" �18" I.F. I I „ I 5- 6x14'-4" �18" I.F. _ 5-AA6026 �18" I.F. I I 8-AA6024 @18 O.F , � � 5-AA6023 018"O.F. „r-0• I I I I 8-AA6025 (�18" I.F. I 5-#6x14'-11" (�18' O.F. I I ----- ------ -- --- -- ---- ---------------- — ---- ---- -------------- -------- - ------------ ------ - --- - - t 2. ... . . _�.._ .. ... � _ _ _. ...�-- �-- _ . . .... -- ---- _.. . . _ ----. _.. _ . . _. . ------ I I �D �s o r-s•H 2x2= Szt 6-8 _ __ _... .. la� �'-o°v I I I is o �'-s'H I I 4-AA6024 C�18" O.F � ' ❑D ►s o �'-o•v �24-AA4045 (�60" � � 4-AA6025 (�18" I.F. 2-#8x7'-4�' 2x11-#6x14'-8" �18" V 8-AA6024 �18" ao � 2x14-#6x14'-8" �18" V I I I 8- 6 x 1 8'-0" �1 8" I.F. 8-A A 6 0 2 5 (�1 8„ SPREADERS 2x2-#8x8'-5'=-- � PER LIFT � � 2x11- 8x14'-8" �12" V � 8-�6x19'-8" �18" O.F. I I � 8- 6x19�-8�� @18�� O.F. „ � � # „ � , � � 2x11-#8x14'-8" (�12" V I I $- 6x18-0 �18 I.F. 4-AA6087 (�18 I.F. 4-AA6089 �18 I.F. 2x14-#6x11 -6 �18 I I ,�.-0. ____ I 4-AA6086 (�18 O.F. 4-AA6088 �18 O.F I I ---- . ... ..-1...---__-.-' . ._------ _� -----=�=-n=-=n-._ ...-_...- �-_---_-...-,__---- -_ �-..-_. ._.-,..--..-.:_- . _-_--.-__-_...--_ .-'--_---_---_-- _-'. .-__,_..--_-_- - '�--..___k ...__... -._-., ..._-.._- �--_-�- �-_�------._- -�----1.--=-------_ - - �- � 3- 6x18-0 (�18 I.F. 3-AA6085 (�18" I.F. I I I o , „ „ � 3- 6x19-8 �18 O.F. 3-AA6024 �18 O.F. � � 2x11-#8x16'-6" �12" V x11-#6x14-8 Q18 V— 2x2-#8x16'-6" 2x14-#6x14'-8" 018' ° 24-AA4045 (�60" I I � �� �� I I I ° � ao 2x11-#8x16-6 (�12 V � SPREADERS -8-AA4077 �12" I I I I , , I I ° o � PER LIFT 5- 6x14'-2" (�18" I.F. � � 10- 6x19 -8� �18�� O.F. I I � I I 5- 6x14'-11" (�18" O.F. 6-AA6026 (�18" I.F. � 10- 6x18-0 C�18 I.F. 10-AA6024 �18" o z I I I I 5-AA6023 �18 O.F. I I I 10-AA6025 C�18" a o ° `-' __ ..__.. _. -------------. __....__..- ---- -2= �-8'=0�-C�1.8�:.�.F: .. _ ..__..__..__..__..-- -----._ ..._..- - -- .__.._. ._.- ------- - . __.._.-------------------------- _ .__..__..__..----------- - --.... ..__.._._ .. -- --- - - -- ° � C 3-AA6085-�I-S°-i.F. o _... _.. _. I. .... . I I o O O o a �'�'' �------------ --L 2- 6x19=8 C�18 o.F_------------- --- - --3-,4�6024 ��8 _0_F.----------- -� - ---------- --� ----------------- - -�- STAIR B OUT � ° �.: �—P� 12x11-#6x14'-8" �18" V I I I "' I I - 2x11-#8x16'-6" C�12" V ° `- ao � ,� 8-AA4077 �12" I � �� n � � 2x11-#8x16'-6" Q12° V i - 2x14-#6x14'-8" �18" � � ° � 0 �O � x �24-AA4045 (�60 5- 6x14-2 C�18 I.F. � � SPREADERS � 5-�6x 1 4'-1 1" (�1 8 0 F. 6-AA6026 �18" I.F. I , „ „ I I � PER LIFT I I 5-AA6023 �18 O.F. - X� - � • • I I � 8 6 9 8 � 8 OF ----_�_._ ,� ------ ---__.__._------ -- __ _ .� 8- 6x18'-0" (�18" I.F 8-AA6024 �18" � ------- -_ ---__ _ _ _. ___ ...--�- -2 64.7 B5 B6 4.4 4.6 66 B5 64.7 4.6 4.4 B4,7 B4.8 B5 B5.1 B6 i i i n i i i i � i � i �I�-- � � � � � � � � Ti_�vE�3-- �--------------�- ------- -�----- ------------- --- ----------- �------ — �---------- � 2, �„ � I I I I � I I I I I I I � I I I I � 3,_4�,�� I I � 4 � 12" w `;' I I I I � I I I # � I I I I � I I I %" LR DOOR ABO E 6x19'-8° @1�° �6 @ 12'� � � � � � I I I I � I I I TYPIC L LEVEL 1 � \ � � I I I I � I I I 1� --- � ------------- � ------- � � ------------- ---------- --- � ----------- � � — � � � � � ��vE�2 I I I I I I I I I I I I I I * ; — I I I I I I I � ���6x18'-0" @18" ° I I I I I I I � 3/a" CLR � I I I I I I I � � � � TYPICAL � I I I I I I I 4.4 - - - - - - - _ � � � � i i � i 1'-0" �_rvr.�. , I I I I I I I o AA6042�18" ° I I� ,� I �� „ I � i � I � � - � 21—AA6043 �I � 11— 043 �12 21— 043 412 � — 11— 43 �12 o � AA6026@18" "i � DS T�ock (or�m Saver Coupler � DS � ock f��orrn Saver Coupler DS � ock Form saver Couple � DS �� o k �onn Saver Coupler ,� � I I I I I I I � � I I I I I I I 4.6 —� � o� � - � - � - - - - - � - � � - 4 #Pf�ADERS 3—3 �� � � ° `i' j 21—AA6043 �1 " j 11— 043 (�12° 21— 043 (�12" j 11— 43 (�12„ ' ' I� � DS T�ock f�or�rn Saver CouplEr� � DS jl� ock (orm Saver Coupler DS jl� ock F�orm 5aver Couple� � DS T o �k Form SavEr CouplEr 1' 0" 3'—�" 14'—�" I I I I I I 1'-4" �7'—g" ��_p�� I I I I I I I � W E _ E W I � � I � _ I I I I I I I 'i I 21—AA6043 �n " I 11— 043 (�12" 21— 043 �12" I 11— 43 �12" I DS 1�ock Forlm Sr�ver Coupler I DS n� ock 1=�orrr� Saver Coupler DS p�� ock Forrn Saver Couple I DS If o �k f-orm Saver Coupler I I I I I I I I I I I I I � � � � � �� 5 - - - - - - - - - - 20'-0" SOUTH ELEVATION WEST ELEVATION NORT�I ELEVATION FAST ELEVATION JTA�IV �i ���T�� �� � I�A�[I I� � I��I[��� I� 1��� I�� I�� �'� I� I� 1� I� I��E I� 1�� ]IC�I� � I� ]I[� � � � � z U � �II�� I���AI� ���T�� a � ����� � ���1�[' I�� `� � � � U � � � � � co�� WA��s ��'-o"� � 12" � s U � � � .—� 3/a" MIN LAP � AA4045@60" U 9° Wide BAR WITH 6 FEMALE 1 1�2" KEY WAY 4° MIN LAP � DAYTON SUPERIOR �ORMSAVER �, �>, � — — � �THRE�DED �o X 5'-2" LONG 9 y ��6 I�ors � - . . � . � 0 � ' ' 1 REVISED PER POUR SEQUENCE 11/4/14 RS � � 1'-0'� 0 FOR APPROVAL 9 26/14 RS C � � 5'-0" � ,��� No. Description Date By � . - ��T�II��IIC�ll��ll� �O�D� ���� Revisions and Issue Record � 1� �I� ��I���IL �I�� lll b � The full intent and purpose of this drawing is the placing of L %�� CLR 4 MIN LAP %�� MIN LAP reinforcing steel bars ONLY. It is NOT to be used as a means of � • communication between the Architect, Engineer, Contractor or any � . other Sub—trades. THIS DRAWING IS NOT TO BE SCALED. i ^ Harris Rebar Denver � 3�-3�� MIN LAP ��1 HarrisRebar 4,l� COMM�ERCE CITY D�0 880022 � TEL (303)-295-2641 � NBIIOIIaI SZ�CIIgtII.LOCBI SC�IIICC. FAX. (303)-295-2633 • • ° Project: STRATA VAIL �� I��C ��1� I�I��� I�� I� �I �[' I� I���C���I � �]��'�� I� - � vAi�, COLORADO 3'-3" MIN LAP Drawing: CORE WALLS � , ���ilr-� lin� ��r����lir e���� ��I���� Customer: PCL Contruction � I�-' �I� ll �-' ��� Contractor: REFERENCE SECTION 1, S4.0 Refer to Release: Date Drawn Chkd. JOB No. Dwg. No. 9/26/2014 RS — 17206118 C210