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HomeMy WebLinkAboutB11-0496 REV22 Architectural sheets combined � � - , ��, � ,,,- ,,- � , , , ,, � � � , �� � �� � ����, � � � SHEET NOTES ,� � - � V � ,- � BP114 ��� � �- �� , � � BP111 s, c� � � � ,-' -'� ,-' ���;� '6' - � ,,-'� ,,-' � � ,,-'�,-� �� V � � � � 1. PAINT STRIPPING TO BE 4" WIDE TRAFFIC PAINT BETWEEN -'� ,-' � �� � ,,- � �- � � ,� � � _ � � � �'s, STA��S. � � �_ � ,-' ,-'' � ��� � , ` ` T 0 �AN�IN� � �� � � ��,.�2 � � 2. DRIVE AIS�ES ARE 24'-a° WIDEa PARKING STA��S ARE � � �� '� '� � ��� � � E�. 88.00� �� � Z�Q��� 9'-0"X19'-0". COMPACT PARKING STA��S ARE 8'-0"X16'-0. � �g �. , \ ,--- -,- � ,-- ,-�-�" ` ` � � ��� � �NE P � � P�� � p � ,,--'� ,,-�'� PARKI G ,,-�; ,�,�� � � � `� � , � � �o� �� � � MP���� � � �Q.'�P 3. Pxx REFER To PARKiN� sHEET PK2.� FoR �E�EN�. � ,-�" � � BP�oo ,-�' ,,- � � � i � P2. � ,,,,- ,,,- /- �,, / ,, ,, � �� �� � , � � 4 PXX ���E �o�A�E��T To Bo� oE��TES THE S��E THE ����� A R C N I 1 E C1 U R E i � � � � �� � �� � � � � i � � � � � G1 � � , , FACE� �, � � ,- ,, � �� � � - � , �" � � \ � � � � �� \ � . � �. MEANS A�IGN. 3003 �arimer Street � � ,, � , � , � � � �� � � ,,-'� ,,-'� �� /`� `� ,,-'� , - � � � � I _ � � I/ � � � 6. INTERIOR DIMENSIONS ARE TO FACE OF GYP BD - UN�ESS IT � � � ,��� � �� ,-' � �� � �y % � ,-j � � � � � g �' �_ IS A CONCRETE OF MASONRY PARTITION. Denver, Colorado 80205 g - , ,- - � � � � � ��� , � ,,/,,,� � � � , , � �, ,, ,,, , , � �� � �� 6 � 7. PROVIDE 4" X %" P�ATE PROTECTION AT VERTICA� Phone 303,861.5704 � � -'-' � --�� ����°°�° \ --� ,--' � � �� � ��o � � �, MECHANICA� AND P�UMBING PIPES WITHIN DPIVE AIS�E AND AT � , � ,,-, ' ,,- .S. � 'rn ,,-' � � � � � - � � ,- 2 � ` E�. 86.33 PARK�N� sTA��s. � ,-� -'�� �� n �� o �� \ � � \ � � ��� °' � 8. SEE A10.01 AND A10 02 FOR PARTITION TYPES_ � �� � � �,2' T.0. . , A5.07 � � \ S 2 � , � � � , � ,,- � �� � � E�. 86.2� , 9. SEE CODE P�AN SHEETS T2.1 THRO�GH T2.� FOR EXTEND �� o � � � , - ,,j A �» � 86• � �4 � � AND CONTINUATION OF RATED PARTITION TYPES. � �- � � i ,�-' � ,,- ' \ 5'� ' � g1 �5 % � � �, ,,- ,- �,�' \ � � T.O.S. P1 � �, 10_ A�� DOORS TO BE 4" OFFSET FROM ADJACENT PARTITION `r ' � \ � ,,-�� ,,-�'� , � � �� � E�. 86 26' � , ,- � 1'� I��� \ � 6' TYP. UNO. / � �,- , �� � � � � � � �� 11 MAINTAIN 8'-6" C�EAR HEIGHT TO A�� PIPING, CONDUITS, � \ ,,-'� -'� � � �6 PK1_1 ` - \ � DUCTWORK, �IGHTS AND OTHERS. \ �o A� �- � ` n o ,,-'� j/� , / o ��OPE _ ` � �� � j 2 12. SEE STRUCTURA� FOR CONCF�ETE FOUNDATION AND ' � � ` / A5,07 PARTITION WA�� DIMENSIONS AND F�OOR S�AB OPENING , � , ,�-'� � 881 � � � ��' 2� 1� g0-�� �5 1 / \ � 1 DIMENSIONS AT PARKING �EVE� F�OORS. � � � A4.1� � � P�2. 05� C1 � � � C2 C3 C4 I- � 690 � 1� � � � ' � �3_ PROVi�E eENT P�ATE PROTECTioN AT vERTicA� ��uMeiN� � 0� \ �,� � AND MECHANICA� PIPES WITHIN DRIVING AIS�ES AND PARKING ��k 2 , P1 � �� �s 75'-9" �2 �524 ' S � � � � � STA��S PER 5 � 6�PK1.1. � ((( �' I� 20 �''d�' -0" 18'-0" �� 18'-1 � P /�� / �� \ '���/ p 'i \_ \ / � / ' \J p� � � � � ��,��� � _ T.�.� ��� �� � �� / � �� ��� E�� 6.42' _ � \ �� T.O.S. � � _ o.� �. P1 g � - g� o ,� , ��� _ �� �pC E� 86 � � � � � � ���3 �� 30 �g � 2g 2� , � . g5.��� FLAG NOTES � �.� � � � 6' p � 524 `� 3 � � �, �,�- � �s � �� 0 0� E� I P M P K�.� � � � � �DlJe4�tt��� � ° � � � S,R�� � 3'-2" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" - ' � -0" � � °� 1 4'-0" X 6'-0" CHAIN�INh FENCING FOR OWNER STORAGE `� ����N��� � �4 12_ 9 � UN�ESS OTHERWISE NOTED / � �� I I I I .'���I�i7`,w� l�` � � ����� COMPACT COMPACT COMPACT COMPACT COMPACT P,g� - / � �K� �� �� 2. coNCRETE Bo��AR�, �E: 4/PK� � ''�,,�; '� T.O.S. P1 � � � � ����\ � � �� � � 3. MECHANICA� SHAFT, RE: MECH ��� � , ;A �5 � V5 ��� V5 �5 ��i�, � '-`�- V � ��I� �' �/�1.� E�. 86.72 5 [�� a �` °� -- - - - � a � � 4 �OUVER, RE: MECH \\ U D. ' o ..D ' ' ' D ' o�' � �' �� �" � � � � � � � °i 6 �� � � 5. FAN, RE: MECH T.O.S. P1 � `� o_ e°� � � E�. 84,2 ' P 3' � � � � T.O.S. 6. AREA DRAIN, RE: P�UMBING 09.15.2014 �524 E�. 86.36' � P12 T.O.S T,O.S. 20 T.O.Sa T O.S. E�. 85.04' c-> u� �5 20�4 � S GE � 3 0 86.25' � , E�� 85.08' / � �. HousE KEEPiN� PA�, RE: sTRUCTURA� � 2 �� �524 � E�. 80.25 11� �� 04 4% � - - , �� � r� A5.09 o A 1 � � i� i COI�ING DOOR GRI��E � �� � FIRE EXSTINGUISHER CABINET, RE: FP DRAWINGS A��.09 �� i � ��O.S. � S�OPE DN S�OP D�J � ° � `� � �10'-n" 20'-0" I i �i � � �,�;' Y 6.42� � 4 i i CARD READER � 9. GREASE INTERCEPTOR, RE: P�UMBING � �I 52°1� �� � � � �i �i I i �i �� � 10. SAND �C 01� INTERCEPTOR, RE: P�UMBING � � � 1 � _� \ _ oP L--J -- - / � A1 A2 A3 �A4 - � , � ,A� s A6 A7� A �8 A8 � T � S A9 P�oo A10 � A11 � 13 A1 A15 A16 A17 ��. sEwA�E E�ECTOR, r�E: ��uMBiN� � `�� � � 2 3'-6" , 12 SUMP PUMP, RE: P�UMBING � 15'-8" 12' 8" 14' 4' �p 16' ���' � -`I�'-4" 14'-�" 16'-8" 1 '-4" 12'-8" � 2 '-4 12'-8" 14'-4" 1�%- � 14'-6" 10'-6 1 2" �7 1�2" 13. F�OOR SINK, PE: P�UMBING � � � � � � �-�-� � � �-- � � � � � ��� � I I I �I I �i I 'i 1 I I I i I �i I I I I 14. NOT USED � A1.1 A2.4 A3.3 - � i A5.7 A5. � A6.3 RAMP � � A8� �.��A •� 14,•1 ,0. 10. �, A 2 � � 14.9 15.2 0 � � � 15. NOT USED __ �i �i � � \ � � � 1'-8" 5'-0" 4'-0" � � � 4'-0" 11"5'-5" 14� i 9" 12% 2'- �� 4� 3'-3" �i 9 �i L" � 3'- " � 2'-Q" �1'-8" �� 16 HEAVY DUTY TRAFFIC COATING � � �5°�0 �� O.S. S�OPE DN T���� S�OPE S�OPE D T - � �� ' � 17 36" HIGH 1 1�2" � PIPE RAI�ING � � �� T. S. S�-��� �. 79.33' � E�, .04� �� � 5. g' � T. SD A4.14 �g DOORS USED ON�Y FOR THE INSTANCE THAT BOI�ERS MIGHT � I I I I � � E�e 77.38' ��- � ��3�� � � E�. 85.54' � I � HAVE To BE REMOVE� iN THE FuTURE- NoT usE� FoR � � - � � ,= ACCESS INTU BOI�ER ROOM. N --' p _ � o 0 o p o o p o 0 0 0 � ; ° - -. O rv � � _ � � � °� I � ��, INTERIOR DOOR SHA�� BE INSU�ATED EXTERIOR DOOR PER _` I� o D ° ° „ - � � x' - _, - � 881 �, i 08 10 4 74 1 -' _ N � �1`� _____________ _ � -� = ' -' 20. 2" THICK, FU�� HEIGHT ;�B`�OPPTIVE ACOUSTICa� TREATMENT _ ----- ------- � ---- --- -=----- - - ---� ----- -- - - cv N N � � T S< P1 I ����E `i AP119 � '�' P12 \ I N P,T INSIDE OF NON-RATED SHAFT � O ° � � E�. 86.72 I I I T.O.S. P1 I � I 1 3 �.o � ��� I I � I �� T��S I � 2 .o �� T.O.S. I ��' �� I I I � - ' T_C�--� � � �--� AP126 �i � -,� � �1. UNDERS�AB VAPOR BARRIER AT OWNER STORAGE AREA N � E�8 -0" ,, � � � � � E�. 8�.7� A �� ., �- � i � ROOM� AP321 AND AP322. u, � � � 8�� �� � � � - / - .. 2 ti � T.�,�, r� 98X �� 1 ��� � _ '� ii E�. 8 .7 � A5.10 � 4' TA� coN�R T , _Re E�. 87.54 ± � � TE�ECOMM � � � � A� 06 � � � ` � � I \ _ _ ' � � AP��g � �n I� � � � I � �- - - - - --J,� ���� 0 I � �i I -\ �� , , I I I I I I � I T.U.�. I l I 15 -� I � I � I � � I I I I I Q P2 & P3 / 14� S�OPE -0 � I f E�. 87.73 ± , \ �� E�E� E�E� T. .5�. � � / � � � E�. �6.67 � I o �_ � � �� BE�OW � S 0 �� �P �� �� A-2 �OBBY � � _ � AP��2 �' �, A5 06 A5�19 � A5�23 � 6" TA�� �� � � � 118 �, � AP116 � �� 5 � �i �CONCRETE CURB �� � � �� � � '� �g81 i � � ,_, � � � A6 10 �� � � w � fi �� � � I � p � ' _ T.O.S. P1 � � ° '�o� � E�E� \ , � I , �, � �� w � 1 4' TA� CON�R T i� URB . .�. �881 � �Q � � _ � � � � , A-� 2'-0' 15 ,2' i_ Ag.�4 � E�� 88 0" � 6 � �, � E�. 87.4 ± � � �� 1 �, T.O�. ca 881 R I 580 � i � � %� � ���� 4G�' AP113 \ �a 86.04 � " A4.16 . � � � E�E�TRIC�� T. .�. � - � - , -° � o � � � , , � r. � o °' ��. 87��5' ± \ AP1"18 � '� w � � ` x < ����% � _ _ _ � �� :� � �n _ ° P122 �� � � � �� � i �G� � '� �� � � AP116 � ,0' / � � �, , � 2 �, -o �-�� �gX � , � .0 2� � � � � 1 3 � o i� --� T'� �- -� o A-3 °�' ti o � � � Ln.S_ / 14 � o w _ A6.12 P122SA cn � a �- \ 2 � , 0 �P � � W N I I I I �� ° � � � � _ � � 1 � _ @� 8-6 0 � � AP115 �� ��� A 114 � ,� � ��� T�OI. �. � �� � 6, 8„ � � � � �y E 8 6.6 � � � . � °� AP11 -� � E . 88. ' � ' , � � � 98X i i i i �� � � ,4(� , I A5.10 0� o � � T ODSD � � � � � � ' �� I 4 . � �/'�` C� T IS SPOT- � �' � � � E�. 817' 3��8�,-� 6-4��- � � �8X � P1 B.S. � VA�I S � �I � I �1'-9 ��/' " 88� I I � I I � � I � I - T.�.S. E�� 8 .(J8' � P11 � �'- � 1'-4'=- � � .�. � � 8 . � -� � G.1 1 .0 � � ' a' 4'-0" _ � � �fl����� 2 � DN , � - - g 2 (�► � � � 1 � A5.11 A N -11 1.7� � loLj � � � �� _ AP1 � P1 `� ` � 6 / " � °�� A5.05 A4e12 C� 60 C 60R1 1 2 .0 �� � � _ � �� PK1.1 PK1_1 T.O.S. U� T.O.S. P1 /� T.O.S. � � I I I �� I � ��-� T �P1 I U S I I I I � I � T.O.S. �. 87.21' AP11 - � - E�. b8 0' 88'-0 ' �. 87.67' ± T.O.S. I � � E�. �6.74 I � E�. 86 2g' I I I �� E�. 87.21' ��, � > � � �� i � �� STAI R � _ +� p �� 2 E�. 87.38' _ � P, ,RKING N STORAGE 5' o" � � � � � , T.O.S. P1 y' � � A5.o5 � � � � A� 024 Q.S. aP�oo E� 86.98' � AP��� � AP122 \ � �!, .� �� T�0. . P1 98x �� � T.O.S. � . �. 86.88' ± � � � o� � � � � _ _ p �I ��. �- " � � o �� � E�. � . 5 � ��OPE �� � � I � I � �I � - � � � � o� 6 � c� � --• 14'-1" BATTERY OPERAT D '-'-' 3 CONC WASH � 1 a� � KEYPAD R I 580 0 � PARTIA� HEIG � � �I E � " �, � PK1.1 A5.11 A � � � CMU PARTIT� � c� I � � �� ° �� �! � � J � �'-� �� � `J' T.O. W��42"AFF T � S � L�, A�1ol i ° C 60R'I TRASH CHUTE 03/22/2016 D ) �\ `�' p ��� I ;v, � �� �� ��'-2" I I I ��'-o° I 5'-g" � I 8�. I � I I I �'-o'I I I � I I � I � I I �� `s' 6o REST. TRASH cHUTE oz/��/zo�e � � � 1 3 �� o � T.0.S. � \ / �� � i � RI D GE � 1'-0" � � � � g„ -�, S�OPE 1: 12 �/� 5 � �� � P1 E�. 87.21' ± ' T.O.S. � o � - - � o �° � 0 0 � A5 �8 �05� oz/zz/z��6 E�� 87.4 ' ± � �, � � � � � � �, R 'I 81 8�27�201� c,� � � _ �� � � c,� ���� � � %� E� gg Og' �I .- -� P� REST TRASH cHUTE �/�6/20�5 � I I I I I I I I `gX WA ER - - � P124 � � � 14'-�" I � � ,� I � � / o 7 A I 4 7 10 2015 1 2 � 4 � 6 7 � 9 '� 10 11 1� 13 AP11/ o � I I � I il / / � _ �� ,� � 1 ./ �// ��RE P��P �� _ � o �4 � T.o,s, T � �// ^ 11 � 2 0 9 I_0.�. I � / V Il II� � � � I ' O � �° � � _�,_ E� �g � E� �� �' � J �, _ . ,' � � � � T�,� I I I I I I � I� I � I � I � I I���� I I � � PROJ No. ,�004.00 o �3 AP124 �98X � 9'-0" o _ �_� c - � T.O.�. 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' . � . . . . � . � . , . . . . . � . . . . � ' ' ' . . . p . ; . �p ' .D ' ' . pD o - � . �� , I I� _ CADD FI�E, DWG - - �, I I T.0.S. � - - � � � � E�_ 87.40' ± � � �, DATE; 12�20�2013 PE�ISIONS; I I �1 P,DDENDUM 1 01/24/2014 1'-8"� � 5'-0" � � 4'-0" � 5'-11" I � � 4' Q" 1�1„ '-5, 3,-0" � 1'-11" � � 9" �2'-4'�' � 3'-3"� � 3'-7° � � � 1'-3" 6'-4" 1'-8"� � � �2 B�DG DPT COMMENTS 03�31�2014 � � � � � � �FOR coNSTRUCTioN o�/�5/20�4 � A1.1 � A2. � A3.3 � A4.3 � 5.7 A5. �� A6.2 A6.3 � A7.9 � A8.1 � A9.2 � 10.1 10.8 � I � 13.9 � 14.4 � 15.2 � � � � OZ ARCHITECTURE 15'-8" -8" 14'-4" 1 b'-8" 1 b'-4" 14'- 16'-8" 14' 4" 12'-8" 0'-4" 1' '-8" 14'-4" 16'-8" -6' 10'-6 1�2° � � a zzz°-�o �i� „ 0 A1 A2 A3 A4 A5 A6 A7 A8) A9 A10 A11 Al2 A13 A14 A15 A16 A17 / � STRATA VAIL O , , 2 � � � ' 2 � 100% CD'S A5.01, A5.01 A4.11 � A4.15 A5.03 A5.04 A5.04A ___ � c A5 0� / �HEET TIT�Ee PARKING LEVEL P1-A ,° � � ������ � � � �� ,� � �� SCA�E;As Noted P�AN � ,�� SHEET NUMBER: PARKING PLAN LEVEL P1 -A KEY PLAN i� - 1 S�A�E 1,8�� - ��-��� � � SCA�E N T S � , - ■ N�RTH ��RTH � 4 8 16 / � � � � - � 1 � �/ � �. E�3 � � � � \ � � �� ' � �_ �� � � - ,�� `� ; - � a - _ � � � � � � � ��� � � � � � \ � o, SHEET NOTES 2 � � �� � , , - � , -���� � , � \ � � � / , ���� , _� -- - , , , � �, �515 � � � � �EAM � � � E E � � � � , � � � R 0 � % � � �� MOP '� S UT �° � � � � � �0 B� \ �� � \ � � �; � � � �. sEE sHEETS A�o.o� AN� A�o.o2 FoR PARTiTioN TYPES. � \ � � � � I B� � � � \ - �� � s � � \ � B1 1 � % � � B13D �2 � �� / � � , �o _� 2 SEE CODE P�AN SHEETS T21 THROUGH T25 FOR EXTEND � ��� �� � � � � �� � V B� � B114 � E EU � � , , ',�o o� AND CONTINUATION OF RATED PARTITION TYPES. w \ � ST�EAM � � � �� , � � �� � �`� ' 3 SEE A211 THROUGH A225 FOR UNIT P�ANS. �" � � � � ; � BY ° � � �� �j�o o%, 2 � � \� B� � \ � � � / \ \ � ` a 10 � \ / � � 6 °�o/ 4, EXTERIOR DIMENSIONS ARE TO FACE OF STUD AT EXTERIOR � / \ � - ` � � A4 03 1 � � � � �� � �2 � / FACE. � � P� �� � � , � �> � BR-� WER � �� � , �: � � ��� � � � ��� _-�__- �, 5. iNTERioR �iiv�ENSioNS ARE To FACE oF �YP B�. �� � � - / , A Az z �� �\ � � a � s , ,� � BR - EH� � R , � � � A�� 000RS To BE oF�sET 4�� FROM Ao�A�E�T PART�T�o� R R C N I1 E C1 U R E � �� - � �� � � , � - , - �� Az.�5/� - o TH, � � � � A TYP. U O.N. ���5g \ � � � � B101 �/ � � B1 9 ��� B103 ° _ � _ _ 111 l � � Q1' � � �. 7. SEE SHEET A8.01A FOR DOOR AND FRAME TYPES A101 � A , � � � � o � � p,2 � � \ �� � \ � � � � Exl \ � / -� ° � ���� � 3003 �arimer Street � � � / � B110 \ � � � � � � � � � ��° � � � � MP`��� � I P`L��� � 8 INCL�UDERE �AND �F�URNITHEY�ARANDHO�WN�O�R RE�FE R N�CE ON�Y. P � � � � � � �i � \ / � � � D.nver, Colorado 8Q_05 � \ � �� � , � � � � \ �" �� � � �' � � '� � � � \ 9. MEANS A�IGN. � / a , � � �, � _ � � ,�� � �1� � Phone 303,861.5704 � �- \ �P � �� �� � ��� A .2 A9.3 A9.8 � 10.6 � A1 � �I ��� �� 13.1 13.4 13.5 � � �o. �ESi�ENTiA� coRRi�oR PARTiTioNS ARE TYPE�F>� TYPicA� '� �� � V � � �' � � � � �� UN�ESS OTHERWISE INDICAT AT UNIT P�AN� � � V � � BR+�EN �� E� � � � � � ,A� � 8 � � , - � SHEETS (THICKENED TO �48F FOR P�UMBING). ,� A � / ' 6'� 16'-10" 2 '-�1% � � \ 1�'-10" \ �-0 ��1'- " ,/' �� � � �� MB A . �3 � , , ��. RESi�ENTiA� uNiT �EMisiN� PA TiTioNS ARE TYPE �F�� � \ � � " � 8'-4 1�4" � . g � �� � � A4 05 � � 1'-2" I � \ TYPICA� UN�ESS OTHERWISE INDICATED AT � �_ � B102 � / �'� '� I �/8'� �� � � �\ \ -� � � � 5'-8" � ' � \ I \ � !�° � UNIT P�AN SHEETS (FOR P�UMBING COORDINATION). �- � � � � � y % � � \„� �j o _ _ _ � _ _ � _ r A5.07 12. SEE 4�A2.11 FOR TYPICA� PARTITION TYPES AND DIMEN510NS � � � �� � \ � � �, �-S N � \ y - '`�' / - �' AT CORRIDOR UNIT ENTRANCES. � � � ' � � � � ��� � 13. 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MECHANICA� SHAFT, RE: MECH 13 FIRE DEPARTMENT CONNECTION, RE: FIRE PROTECTION ON DRAINAGE�FI�TEP FABRIC �AYER OVER RADIANT BARRIER 19 MOP SINK, RE: P�UMBING OVER 7�8" GA�VANIZED HAT CHANNE�S WITH CONT. NEOPRENE PADS ON EACH P�AN SCA�E:AS NOtEi� 4. �HAFT FOR FUTUPE GREASE DUCT 14. SAME AS #16 WITHOUT SNOWME�T TUBING SYSTEM OVER PROTECTION BOARD BEDDED IN REINFORCED 20. EXTERIOR BALCONY BE�OW CHANNE�S OVER 7�16" CEMENTITIOUS PP,NE� BOP,RD (PAINT B�ACK) OVER 6" '` � ----" � - - �HEET NUMBER: 5. TRENCH DRAIN 15 TYPICA� EXPOSED BALCONY : WATERPROOF MEMBRANE GN ��OPED CONCRETE TG DRAIN 2"I. PP,VERS OVER PARKING GARAGE AT P�AZA � P,PCADE : METAL STUD FRAMING; RE :STRUCT FOR TUBE STEE� SUPPORT. 7 FT TA�L TYP. F L R P LAN LEV E L � -A P�A,N 6. CONCRETE AREAWAY WITH WA�KP,B�E GPATING TRAFFIC COATING SYSTEM OVER SLOPED CONCRETE OVER OVER META� DECK AND STEE� FRAMING BE: STBUCT. R-21 CONCRETE PAVERS ON SAND BED WITH SNOWME�T TUBING 24. RESIDENTIA� WHIP�P00� � KEY PLAN � 7. 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N0. ��00400 BEYOND DPAWN: ��� SW CORNER, LEVEL 2-6 SIM AT LEVEL 1 ���� NW CORNER, LEVEL 1 � NW CORNER, LEVEL 3-6 GUARDRAIL @ LANDING GUARDRAIL @ LANDING c"E�KED: HK � 20 � 15 11 � 6 2 �AD° �'�� "� �� scA�E: �" _ �'-o° � scA�E: �° _ �'-o" �� scA�E �° _ �'-o" scA�E: � �/z° _ �'-o" scA�E � �/z° _ �'-o" DATE. 12�20�Z013 �9'-8 �/2" NTS RE�ISIONSo 9 1�2" STEE� BEAM ABOVE, RE: STRUCT �CONC E�EVATOR �1 ADDENDUM 1 01�24�2014 STEE� BEAM ABOVE, �E: ST�UCT STEE� BRACE BE�OW, RE: STRUCT� � CORE �PRC7VIDE Y4' STEE� C�OSURE �g�DG DPT COMMENTS 03�31�2014 5�8" GYP BD i� � �� � P�ATE @ END OF STRINGER ON META� STEE� BRACE BE�OW, RE: STRUCT 6 7��" � STEE� CHANNE� STRINGER � RE: TYP STAIR TREAD DETAI� �3 FOR CONSTRUCTION 07�15�2014 STUDS �il � � I � � FOR NOTES PERTAINING TO TREAD I I �� � � � RE:TYP STAIR TREAD DETAI� FOR � (2) �AYERS 5�8" GYP BD ON CT STUDS (2) �AYERS 5�8" GYP BD ON CT STI�DS �� �� i i � STAIR �ANDING, CONC 'i I I I '� ��, � i � _ NOTES PERTAINING TO TREADS 3 � � FI�� IN STEE� PAN i WITH 1" �INER - 2 HR SHAFT WA�� WITH 1" �INER - 2 HR SHAFT WA�� - RE: �� i � �� � � ii I I i � WA�� TYPE 52G � I 'i�� �,!� I ii PROVIDE 1�4" STEE� C�OSURE __ , __ � � /� P�ATE @ END OF STRINGER i N �i �� �� �i � i�� � � 3" TRASH � �� i / � T 0. 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