HomeMy WebLinkAboutB11-0496 REV05 plans corrections required CC1 COLUMN
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CRANE ANCHORS BY OTHERS
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� � 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
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A EA WAY
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PLAN VIEW— CRANE PAD FOUNDATION
SIZE OF ANCHOR UNKNOWN, ADJUST SPACING PER SIZE IN FIELD
25'-0"
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�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��$9�V�C6. FAX. (303)-295-2633
; AA6041 _ �8x24�'-6° Q12° 6x6-AA6043 Q36"� � � Pro'ect: STRATA VAIL
� �
- VAIL COLORADO
�
�1 SECrrI�N Drawing� CRANE�AFO NDATION
� SCA�E: N.T.S. Customer: PCL Contruction
�EY PLAN Contractor:
Refer to Release:
Date Drawn Chkd. JOB No. Dwg. No.
7/10/14 RS MF 17206118 R100
4
,�5�1 � �,�0" � i °�
37-AA7073 �48" , ' >
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STANDEE �,,-'" \ 1�, 1 x � 9 �0" �I -----------�------------- -- �
, o SEE DETAIL 1A � \
2'-10" DEEP COMBINED ,-� � �
FOOTING WITH #10 ,- � CORNER TRIM , „ I- „ o � 9-#6x6'-6' (�12�
0 27- 6x4-6 K�12 ' �
AT 0'-10" EACH WAY, �� f � 2x2-#5x8'-0" # �� � � FOOgING�� A�L STC (60`-0")
TOP AND f30TTOM � �- � � � 2x2-#5x9'-0" � � �
\ o, � (61'-0° 2-' 6x8'-3" �
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\ J I __— ��--__ _—�___________________ _ --_
\ __ ___________________r___________________ ____ ___+________ �— ------ _
� � - --------------- ----- 5- 6x11'-9" �12" � 5-#6x21'-1° (�12" ! O O
�� STEP BOTTOM � 2 -- --'
�, OF FOOTING �\ o� , ;��-''' � - � -
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� 8PR � - 1-#6x30'-1° , „ n
` "' FOOTINf; ` `
� F\RS� i ` � .,-' � ,� � 12-#6x4-6 C�12 STEP �� ��
���' �� o ,�^ '�.�" � 24-AA5108 (�48" 1-#6x29-6 S�ACING @ 12" � �
� �"' � STANDEE 1'-6„ FTG 1-#6x28'-�11" � � � ��`��` �
�� � /�i�/ �// I—#Vx2U'—J" \\ \\
� . , � � 1-#6x27-8 1'�-6" DEEP- \ \
� 116-AA7101 (�48" `, A4 �f�,�� A5 \ A6 A7 A8 A9 �o��NG ���`�
�� STANDEES \ � °,� �, �
�� 2'-8" DEEP COMBINED`�FOOTING �� �' �OOTING 6,, � �� ��
� � � � ) ��
WiTH ��0 AT �0" EACH �wAY I 16'� %' I SrEP 1 -4" � 14'-6" I 16'-8" I 14'-4" I j 6�'-,�' -g,-�
TOP AND BOTTOM I
\\\ SE� DETAIL 1A :�.'� � � 12'�0" _ � 35'-�" � �
� CO NER TRIM % �' � ��', I 11-#10xh1'-6" I I
3�'-03/' ` 2x�#5x8'-0";���
s�ac�NC @ „ , 2X -#5Xs'-o"' ; � I ��-#�ox� '-s" ��3.$" � ' 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")
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-- ------------ - - ----------- --- -- -- -----� - -- -- ----------- --- -------------�--- — -
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— 1 — I --------�-- --- -- -------------- 1 r-- --------------� r------' 1B
- 1Sx ;- ;; � ,, '�� ' � ' 30-#6x4'-8° (�12'- ,,,,, -- i �_I_� L_I_J }� _ >� 4,_ ,
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- �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
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� 1-AA6010 � � � �
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°° �'�� � � � 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
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� 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.
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� ' ' 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
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� - --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
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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 � �
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, �
�� � � � � � � � � � � � � � 1 FOR SUBMITTAL 8�5�14 RS
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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
--- _ -
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-------- - , 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 ° � �
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i � X � o i � � N STEP �OTTOM �; i U' i i i I N I �' X I�
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i _ _
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m -- -�---�-------- w -� ----- � �STAN[TEES El� � °j c; No. Description Date By
i I o � c° � � ��� o � a oo "�' Revisions and Issue Record
iI @� � X i i �• N � m C The full intent and purpose of this drawing is the placing of
i I � � � - � � � , „ � „ � rcommulncationl b tweeOnNthe ArchrfectO,TEtn neer,SCo tra tomornan f
other Sub-trades.
� I N "' , ° 11-#1OX11 -6 (�1 .H s Y
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; i , I� 48-AA7079 C�48" I 23�_6�> � - � i - Harris Rebar Denver
� ° � � [STANDEES _ � � I
I i , �� 3'-6�� DEEP COMBINED � � � i ��1 Na�ris�ebar��j corsnM°R EO ORAD00 880022
� TEL. (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
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� 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. No.
07/08/2014 RS - 17206118 R103
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\ �-�"� � ��g Dimension (PCL-RK) � �--�°� \
� �" � ^ 7079 �48„ �� �,�"� SEE DETAIL 1A
' ��3EE DETAIL lA . �� CORNER TRIM
CORNER T�IM � C2 � c3 D E � \ 2x2-#5x8'-0"
B1 B2 B3 �-�"� \, 2x2-#5x8'-0" 2,10�/ti : �5 „ 2x2-#5x9'-p„
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17- 10 1 �10.5
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i 29-#10x24'-6" �10" � ' 2x2-#5x8'-0" 27-#6x4-6 �12 � i � � "
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� I I , °,a � \ ` `\ � 5-�6x30-0 /� ENGINEER SEE DETAIL
� � � 67- 10 23'-1" C�12� ,•',�' FOOTING 6,= � V �� � ��
- �6'� �' � STEP � -4" � 14'-6" � 16'-8" � 14'-4„ � � (61'-�2')�,>-� `� `� �' 20�_�>, � 12
I � �� \
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STEP BOTTOM �� � � � �
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; I I _%° i A�TER�AT� To srA�c�r� ��o� I ���-o�° j R113 j steps, or use detail
� I I �° I � � � Fo�riN� I I � I I provided and
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i i � i �r (PCL-RK)
�- - --- -�-�-- ------------ - - ------ _
� i � I —CpF�FTq�� i BOTTOM MAT FOUNDATION
S � i �V i 2x2RNER TR��A
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15'-10%" i ' ' � 1 FOR SUBMITTAL 8 5 14 RS
4- 10x25'-10" (�10" / /
i i I o/ O O 0 FOR PRELIM APPROVAL 7/10/14 RS
� � No. Description Date By
� � �
� � J 14�- �� Revisions and Issue Record
OK �'
I o EOR Plea e Verif t�� � �
X � y ,` � The full intent and purpose of this drawing is the placing of
� � Dimensior� (PCL-RK) I � °-- ��� � reinforcing steel bars ONLY. 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 -
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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; „ ,�
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; � � SOUTH EAST CORNER
� �
� KEY PLAN Customer: PCL Contruction
� o
��MB�II/E�i� �4 � _ __ _________ _ Contractor:
Refer to Release:
Date Drawn Chkd. JOB No. Dwg. No.
07/08/2014 RS - 17206118 R104
\
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o � �f 27-#6x4-6 �12 � 1'-8" DEE �
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WITH �10 AT 10" EACH\WAY � �6rg78� � �g_�" � 14'-6" � 16'-8" � 14'-4" � �
TOP AND BOTTOM \ I �; ,� - �,: � ��>� I 35'-�" I
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� I�OOIING� ` \ � � M6006 1 �6 25'-11° 9 25'-11 Y,' 4'-11 3;' 23'-3Y" i6'-2°
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Date Drawn Chkd. JOB No. Dwg. No.
07/08/2014 RS - 17206118 R106
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07/08/2014 RS - 17206118 R107
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� � � � � „� c� z � o� � i i 1'-10" DEEP�� � ��
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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
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I �� WALL qWLS � �?_'-8° DEEP �OMBINED FOOTING � �_
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, � � /� � �� , � � � � � 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, �
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o / � � � ALL DWLS I � �
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� � / � � � I � � � � � � II �
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� � � 2x23-A�8098 �9 Fo'riNC � I �
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(40" � UNDATION � CC2 � � �3'-4" �EEP� � I I I (4)-TOr�
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— J- - - - - - - - � - - - - - — �- - - - - - - - ' � I
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� / STEP OF FOOTING �
'-�' -- ------ - - ---------------�--------------+----------------�----�------- — �----L ----------j----------------�--- - ---------�� --------------�
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� 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
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� � 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 � �
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I � � VAIL COLORADO
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�'-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.
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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.
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� � 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
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_ �i j I � � I I ,� I
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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
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� I I � � 2 4 P onfirm I � � ` 62.28� � DRAIN
� � 1C � � �
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� � ,�; � 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
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� � I I � � � � W�LL DWLS � � �5 A� 2'-0" � � � � �
,
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I I (33" FOUND�TION) � � � � � � � � � �❑ � � I
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� � � � 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
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/� 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
�
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a �
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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
---- -- ----------------------------
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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 � �
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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
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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.
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„ 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.
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�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.
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_. _ �_ _ # ��a @ s v .... _ �x��-�8jc16'-3" (�&" V F
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, 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. I I � '� �2x2-#8x16'-10" �� � 2x6-AA6012 �18° O.�F. �
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--�--... ----- ----- � ,� ,� U
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I I I �x20=�$x18'=� -t�6-.. I 2zt7=�8zi8=3 �6 .V....----------- -- -- I �=�SzTS=�' - ----- -- I ° �
�24-AA4045 �60' I 2x11-#6x14'-8" �12" V 3=AA6008�18�I.F. I I I 2x22- 8x12'-5" C�6" 1c
_� 3-AA6009 �18 O.F. 2x10-�8x18'-3" �6" ❑ �
SPREADERS 9-AA6010 �18" O.F. � ---- � 9-AA6010 �18" O.F. o
� PER LIFT 9-AA6007 �18" I.F. � 2x2-#8x15'-0"� I 9-AA6007 �18" I.F. � 2x2-#8x18'-3° � ° ° ° �
I I I I I I , I I 8-#6x19'-2° �18" I.F. � � S
I I 4x2-#6x4' 0" 2x6-AA6011 �18 I.F. I I I I � � � �
I I I 2x2-#8x18'-3" � I 2x6-AA6012 C�18 0 F � � 8-#6x2 - . . �
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0 8 (�18 OF
_._ ._... ..... ...... ..... -_. ---- . ._ __.— — ---- - - o 0 0 0 0 �
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�24-AA4045 �60' 8-AA6010 (�18 O.F. I �-----� I 8-AA6010 �18 O.F. I I �f
' SPREADERS -AA6007 �18° I.F. 2x2-#8x15'-0'� � �� �� -AA6007 �18" I.F. 8-#6x19'-2" �18" I.F.
PER LIFT � � � � 4x2-#6x4'-0" � 2x20-#8x16-2 �6 I I I I _ g_#6x20'-8" 018" o.F. KEY PLAN �
I I 2x2-#8x16'-2' 2x6-AA6011 �18 I.F. � �
2x6-AA6012 (�18 0 F I I �
_ �
_ 4�-• � z � � I �
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I I 3-AA6009 (�18 O.F. I 1'�— # I I �
�24-AA4045 �60' I 2x11-#6x14'-8" C�12" V � � � � � 2x20-#8x16'-3° �6" � � 2x42-#8x16'-3" Q6" 1 REVISED PER POUR SEQUENCE 11/4/14 RS c
� SPREADERS I I ,� I 2x2-#8x15-0" I I „ I I 0 FOR APPROVAL 9 28/14 RS -
PER LIFT 11-AA6010 C�18 O.F. � 4x2-#6x4-0 � 11-AA6010 �18 O.F. I I �
11-AA6007 C�18" I.F. 2x2-#8x16'-3" 2x6-AA6011 �18" I.F. 11-AA6007 �18° I.F. � _ . � No. Description Date By �
I I I I 2-#$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
�
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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.
�
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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
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�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
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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" �`
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� 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
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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"
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22-AA604
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" AA6038@ 18" � I I I I I � I I I I - � �� ��
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_ . . . . . . . . . . � . . . . 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
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N AA6032@1�" I I I 2x10-AA6031 �18" � � � � I I� 2x10-#6x4'-0° �18" EF
THREAD I I I THREAD � � � � � �� DRILL & EPDXY
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AA6029@18" � � FAS�f FLFVA'fION SOUTH FLEVAI�ION NORTH FLEVAI�ION WFST FLFVATION
� � STAIR A - I�ORTH
�
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_ - ° 2'- 0" MIN LAP � 2'-10" MIN LAP
A1� � 2" � � AA6028@6" � (1?) - �8 VERTICAL
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2'-0" _" '�� �- AA4076�18"
N � � �
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15.4 15.3 15 14.6 � 2'—�0" MIN LAP � �— U
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THREA �6x18'-9° �18" �' - -
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p � (2) �8 Trim Bar
�A6029�18" ;� � 15.3 15 14.6 _ _ �`
�
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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� �
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° I 8-AA6080 C�18" �24-AA4045 �60" � �_ ,� �� I
SPREADERS 8-#6x13 5 �18
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LEVEL 7
_. _ _ . .. ..
2 AA6024 �18" O.F.
� 2x1-#8x7'- " -2-AA6025 �18" I.F. � I I
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� I � � �� �� I I SPREADERS � I � �� �� I I
8- 6x18-0 �18 8- 6x18-10 �18 I.F.
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8- 6x19'-8" 018" 8-AA6098 C�18" O.F
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----------------------
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I � 5-AA4097� 5-AA6096 O.F. � � 8-AA6098 �18 O.F 8-AA6024 �18" O.F
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� 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 _ _
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4x2-#6x4'-0" I � �� 2-AA6025 �18" I.F. I � 2x2-#8x16'-6" 4 I
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2x14-#6x14'-8" C�18" V 2- $x�-� � -AA6023 �18" O.F. �24-AA4045 �60" � 8- 6x18�-0" �18" I�- l� 9-#8x16'-4" �12" V �
`° � � �> » ��-AA6079 (�18" I.F. SPREADERS 8-�6x19-8 �18 8-AA6047 (�18° I.F. o
� 5-AA4077 5- 6x15-1 �18 O.F. � „ � � � '
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------- --- ------- - o
2x2- x7-0" � 2x2-#6x16'- ' I I
-- — -2-#$x9'-�" ��2" v ° STAIR B NORTH
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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
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, � � 2x17-�8x16'-6" �6" V 2 g R#6x3'-0" �16' � 8- 6x16'-11" �18" � � 8-AA6104 C�18" O.F , o , o o �
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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
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��
�"�?, 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
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i _ i _i _ _ _ _ i _ � i 2'-4" _ I i � I I i I I I �
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THREAD - - N I j � I I j I I I �
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" 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"
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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
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°� 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"
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C207� ��A�� N � �.
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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
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20'-0° 9„ c�
— 6.5 • ° �
� � 1 -0" 18'-0„ �, p„ �„ CLR � � �
�
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5' 0"
� � .__..�_, ,_ — _. , , , - - —. . . r � �
_
— . . �
I �� A4097Q18" 6x18'-10" @18° U {{6 @ 18" � o � , C
� # % CLR
� AA6098@18" - • ' : ' . �
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I � AA6047@18'��, � , �
� ' AA6024��18° � � �c
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° O° AA6024@18" ; ; � REFERENCE SECTION 1, S�4.0 � � �- �
AA604�7@18��� � � «
� � . �6 � ��,� ��� I� �r�������� ������ I� �'����T � I� ����� �
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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
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3- 6x18'-0' 018 I.F. 2x8-#6x11'-0" �18
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� �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,_._.. ___.__.____�______ .._.._____.__�_.�.._______��._._�._.__._.__
_ _ _ _�_—
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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.
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�� 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.
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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_.---------_--__ .� --------------_----_—_—_—_—_-- �---_-- ----- -------.---_—_—_—_-- -_--_-- - _---- .------ - - ---.----___-_- -�_-----
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# # 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. ... . . _�.._ .. ... � _ _ _. ...�-- �-- _ . . .... -- ---- _.. . . _ ----. _.. _ . . _. .
------
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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
----
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�- � 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 � ° �.:
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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
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TYPIC L LEVEL 1 � \ � � I I I I � I I I
1� --- � ------------- � ------- � � ------------- ---------- --- � ----------- � � —
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1'-0" �_rvr.�. ,
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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
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1' 0" 3'—�" 14'—�" I I I I I I
1'-4" �7'—g" ��_p�� I I I I I I I
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I I I I I I I
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� � � � � ��
5 - - - - - - - - - -
20'-0"
SOUTH ELEVATION WEST ELEVATION NORT�I ELEVATION
FAST ELEVATION
JTA�IV �i ���T��
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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