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"",T _' ` - , f � � � F � � t . • . . �x , , �� f '�" ' _ •---`---�--- �� - _ �` � REVISIONS BY f 'g�, � ' � f, � � � s � � � � � , EDGE PLOWED , � ` ROAD , , � ' '� � � '� ; ' 8,24° 1=33'S1 '43" ' _� , -- . � � � �� R= 1 10.00 C � � � � L=65.01 � SIGN �/ � st2s a 03� O�\ O , � 0 2 O �\ 8122 5\ �(� A � 50 / 0.2 v/�/ w000 nE REr wa.� ' • 0 ' //� 81199 ` 81176 — — ' ' 81261 � ^ 87264 ' $, 03 02 \\ \ \�O A 811 . �� �\ — f � � ^''� ' � � ' FENCE LINE � \� 812> > � �- - t _ - - att75 - / � CONC POOL /^ 0 5 � � C -='- �� - _ - <HOT TUB PATIO / � 0 5 0 3 ROCK FND BENT #5 REBAR F tt90 • � \ /� / \ � O p 3 � W/ WASHER �� � coNC wnuc 8 4 n.9 � � � i � w000 � � S � Q 1 , � � v / \ RET. W L Q $12� � \6'S, � O J � � . - TH E MAR K LO � G E �' ` 81267 8,26 ° s BURIED PHONE LINE �o'o >> �� I-58'o2'02" � �.-�- � - / R � � �. 8,z2 __ o - ��M ��� i � . - �' f � 8,zs 3 �' POOL �� � �—` __ _g.129_ __�_ __— _�� F \ � 8„9 3 8,,,�8.� R=25.00 81�Z �'��r►��"'8„3 0 „ _ , , � 8�26� � �� �� —_ – _ �I 62 � L=25.32 SCALE 1 20 � - � �� � �� . �� ��� SPOT ELEV �i �o R O C K � 8 9 X��B.� D A T E O F S U R V E Y 2/4/9 7 __�___.__ . - . � � � / � TOP PARKING � _� TRACT E � (ONC RET WALL GARAGE I` �LIGHT\� 8>>�6 �p�-T DRNE ' � e'�B \� /� ��'� / % 8124.3 === O o 4 x ADDITIONAL ELEVATIONS SHOWN FROM FtELD WORK DATED 6/16/99 � / � �% /% /� � e�zs.s a�2 .4�04 0 � �� a>>as ���a � \ /� � ��� /� �� / LIGHX S�ORAGE �2SIGN 4,5 8X s s A,PHALT DRNE , � � � � � oJ � �i �p. � LIGHT 8124�' � � Q UGHT� � 811-� DATE OF ADDITIONA� TOPOGRAPHIC SURVEY 1 "i/ 19/99 _ _ . � a � � '� � �� P��c! � U / CONC�/ ROCK / � 1 1 � � � ?4 � / /// �,��� SPOT ELEV WALKWAY EDGE PLOWED ett7a 81t75 / O INDICATES DECIDUOUS TREE AND INDICATED. TRUNK DIAMEfER � € / Q. TOP PARKING 8124� 81 z�9 $��9 � DRNE ��� 811 B / , LIGHT � � Q GARAGE X � ` # '� � �/ �/�/ ���� 8124.3 �p�K�NG TO / � I—54�� 7��JO�� 81 x� 8t� 8 0 INDICATES CONIFEROUS TREE AND INDICATED TRUNK DIAMETER O - - � �,�� a�2s 0 / � � P � - e1�2 'O / � �Q- 81139- X81172 /X81195 8118.6 j 81179 p=G0.00 SiORM GRATE � Q � .O� � / � �,�� Rp,MP DOWN T� � x r� v RIM EL = 8116 5 O is„s „�4 L-56.86 M� �� �. � 8„�, � Q � 4 , �8 � 5� �� // �� 8�24 � # PARKING � r� � \ 8117� 1�� SURVEYOR'S CERTIFICATE �� ' " � i 0 4 ''�"LIGHT S 1 x I, Micheal J. Post, a Professional Land Surveyor registered under the laws of � � ' 2� � �� �� � O �0 5 � / the State of Colorado, do hereby certify that this topographic survey was ' s�te �/ / �/ � 2 c �4 � / e>»a made by me and under my supervision, and that the survey is accurats and . � � �� 0-2 �y V<<g_ 0 8 ��N 81> i correct to the best of my knowiedge � , � . - s-' � E ' � 1 � � i _� stts G/ /// PARKING GARAGE � ' 0 6 �M eti72 � ; � / �BidC RET WALL BURIED PHONE LINE / � � �� / � Date-___ � � � ` �` � � LK =—" 8112 7 8112.7 g..—SPRINKLER SIQJ ----- ,, • a��a FND PIN & CAP �N�O� VENTS WA X6113� � ��2� � ��� a----- Michael J Post O � ��.,, L S # 26626 // , --�� sPOr a.Ey' / � a �s.s 81t Colorodo P.L S. 30i 16 � i � � � 09 i' AN7LERS CONDOMINIUMS i �P'R�".4� �� � U . � 81�2 / WOOD RET WALL t a�toa // � � � / (LOT 3, BLOCK 1) � OFFICES ��� � "��Dy;,LL � " ` � // A , O Q � I � s��o t 1 190 C ELEC °� o� '� � TRANS �� 1 st s.2 s s s � 1, � S 124 3 ,_�� ` � NOTES ' �✓ 1 , � � SPOT ELEV o 1 � Q EDCE ASPFALT PATH � 6 � #LIGHT TOP PARKING m � O 0 � o Q t) DATE OF SURVEY 11/19/99 � � � ( �--�GARAGE Z ' (� �° o ' 1 2) SURVEYOR HAS MADE NO INVESTIGATION OR INDEPENDENT SEARCH FOR Z ; 7 STORY ' r�� � � � � CONDOMINIUMS �i � o�� EASEMENTS OF RECORD (OTHER THAN PLATTED), ENCUMBRANCES, � � EDGE TENNIS COURT STORAGE / CONFERENCE ROOM � + � 81 4� 1 � RESTRICTIVE COVENANTS, OWNERSHIP TITLE EVIDENCE, OR ANY OTHER `1 i '`'" Z D � 03 � � Op. TRACT A FACTS THAT AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE. _J "' t � � 6 � r � � � � - ; �_, � � � , � �I 3) NOTICE• ACCOROING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL � 8��0 4 �� � 0 ACT10N BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS �� O , '�_�Y . �V FLAGSTONE / PAVER g�24 3 ` � V t4 �, a 6 °5 AFTER YOU FlRST DISCOVER SUCH DEFECT IN NO EVENT, MAY ANY �� �,,,.---.---^��.. � PATIO , , (Tl ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE � U , � � � SPOT ELEV ENTRY � os � � 0 1 THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN � `�` DOORWAY / ATRIUM � �s � HEREON 4 (Jl � LOBBY / OFFICE AREA � � ,� ' � --� C � � y� 81 2 4 �,� � � I.ANDING +� � � •o s p 4) BASIS OF EL.EVATION SEWER MH 054, INVERT EL = 8089.3 r/ MEAS RIM EL = 8107.2 � � � � c � STAIR� •� - � e�CH 1�5 (SEE ORAWING) � �� + G � � I � ! � �1 � DRCH � , t � I m � ELEVATOR '' " i o 3 � st o t 5) BASIS OF PROPERTY LINE LOCATION. CRN LOTS 3/4/7 BLOCK 1 AND S < PT LOT 4 BLOCK 1, O ` � ' OPEN HALLWAY BRIDGE f m � , � VAIL / LIONSHEAD, THIRD FILING � � � , � Z r - , � � � , o � . ; , N 87'01 '24" E 60 00 �s o 81 �0 81 3 � , ' 1 � , U �'1 O � , , ,� � � � 5 8 7.5 � I � -.., (p � ( STAIRWAY ; SEWER MANHOLE I � � �. � , MEAS INVERT EL = 8090 6 � ' 1 _� M EAS RI M = 8101 2 �_ ------- —_ � O � �. .�----'— 11 — � _ F �.: _______�.- �'- --- -________� - —=J _` 7 -- �- \ O MEASRINVERT EL = 8091 8 � , . , � r _.--�'— ___--- _, � — --- �� --- EDGE l�SSPFiALT IATH r MEAS RIM = 8101 0 � ' i.-� --�j' UTILIT'( �sE�ENT _�—�--�— �'= — — 8101 2 '�'� SPRINKLER g�� , -�-- T1E RET WALL_�_ � � — � � BENCH VALVE k ----_" ��_� � � -- 81� _� -'---' — 81 9 .__ � r { , 8109 8 �� "�— —�— A ---- i — = — -- �E— �— �BENCH EDGE ASPHALT PATH� _— � '-- . I ' ---- ____�_- -� _ 2p9.9�fi _ _ _ _ = = "�� s_ �� 8100 4 �_ _--- 03.4 �� --- 02 J o _-- � � � --S 83 29 � — � � e„o 2 SPR�NKLER � 8-�-^�""� �_ �- 8�o0 � __ '��- FND PIN & CAP oEac E� a 8too.2 v�� � gp99 �- �" ' � L S j� 26626 � , � �- W � ir,v�r our ooc�c , eu.owc s�or a�v�„a+s ; SEWER MANHOLE 054 O 15CMP os � s INVERT ELEV = 8089 3 �/c� urvffrr E� = so9s 2 y roP �ec,c cxa+ - e,00a 0 �988 irrv�r our , t e� � � �+ - �� OUTLNE BUILDING � 8090 1 5 CMP � � r MEAS RIM = 8107 2 � C) eru BfNi - eo9e.a // 1 5 CL INVERT EL = 8094 4 � BASIS OF ELEVATION °� � � ' °0°�� � � z k , ' � ero e�►i - eoea� � // � � cj e�ru o�oac c,��a►+ •aaoe e �'� � s � H) HIY BEAY - 8087 3 EDGE ASPHALT PATH OUTUNE DECK � / 93 8 / � \ `• 81�� � � �/ 8093 3 ,�_ —� ��_— ' '--f(—_ O, ' , SUPPORT � 5 "---)f� � � DITCH OUTlJNE BUILDINC BEAMS � OOD T1E Q � � ' ' i I , `�. 80920 BORDER a�8 —�� � �+ 'i � , OUTLINE DECK /� � ; /� 12' TO CL \ ..� , 0 SQ') WOOD T1E 5 Q1 5 /� ,� E IM/ERT IN /� � �_ 1 5 CMP BORDER — _� � �o' TO CL \�, ' `� i .i � i CL INVERT EL = 8086 9 � �L� — 0�— � � ,_ - -- � e EDGE OF Sif2EAAA \ , � 9� � � � 15' TO CL , 10' TO CL � Y� "F/C i/ , i EDGE ASPHALT PATH _� � ,SO 4� � � 8088 4 �`r - _ � � { r 8088 � � , ' t-, 1� —�' � ' � SPRINKLER 0 � / , � r N 8087 5 � —�. VALVE 8088 0 � 0 4 ����/ � I � 7 1 �- �6 9 8088 8 �- f � � �►�� o�T �.� --�-- --�-- 0 3 8 0 6 � - TRACT B � ,� . � � 1 5 CMP Q S � - ' � � CL INVERT EL a 8083 7 - � p 12' TO CL ' ' HAVEKOST+ASSOC ARCHITEC7SPC. ! � > EDGE OF STREAbI 1121 GRANT STREET � I z " 8�a� DENVER, CO 80203 � f 303 / 861-1127 � � � � ' ' � [ "' �i 5' TO CL DATE � i Q, 11/29/99 , N � TO P 0 G RAP H I C S U RVEY SCALE1„�2o,_oH,� ���� �� - , , ; - , ,8' TO CL , PART OF ANTLERS CONDOMINIUMS °�""" M P � � + �'+ � J �� i ' LOT 3, BLOCK 1 , ,VAIL / LIONSHEAD, THIRD FILING J0e ANTLERS _ ; ; ~ - i TOWN OF VAIL, COUNTY OF EAGLE, COLORADO SNEET � � - 41199 HIGHWAY 6 & 24, EAGLE—VAIL / ,, t, f P 0 80X 1230 �e� ro c� ' - o EDWARDS, C0. 81632 ' ` 4�, � - (970)949-1406 M POST 11/22/99 ��B N O 2 37 2 i � s , , . � c.� , F t 's"• •�� �'• ' , _� � :� . } _ _- — _ _-- ---.. , REVISIONS BY 3� , , , , r ADDITION/REDEVELOPMENT . ( � ti NEW RESIDENTIAL: Occupancy Group R-1, , � i Construction Type II One Hr. � i � EMPLOYEE/O1 BDRM & BATH ADD'N: � r � l Occupancy Group R-1, � � � Construction Type II F.R. { � ` PARKING GARAGE: Occupancy Group S-3, � Construction Type 1 F.R. ` � DEVEL�PMENT SUMMARY � � '� � ' �F C�( 0 (6) 2 Br. Flats, Type A+, � 1,190 S.F.=7140 S.F. ,� �y , � , RELOCA Ti � rye� � ,�,, Q , OLEP � �'� (12) 2 Br. Flats, Type A, � 1,100 S.F.=13200 S.F. - f ,7 � ' �� � i2ao � ROOF OVERHANG �. (2) 2 Br. F la ts, Type B, � 1,1 0 0 S.F.=2,2 0 0 S.F.- �+i E L,� �!!Y a� '- , • � � � (2) 4 Br. Townhouse, Type C, C� 1984 S.F.=3 968 S.F. ' - ELEV = 8204 8 � 8126 4� . ,� o � a. ' ` ' �� � . . � � CATCH BASIN c , '� 8126f 8-�— _ —��`-- _ � � � _�, o � o ° � EL s�23 °�� � LE GEND (2) 4 Br. Townhouse, Type D, � 1930 �.F.=3,86Q S.F. `�� � e,_ � ;�' � "` ��� � ,�, ��- o � . 24 NEW CONDO UNITS ._ ° �• 30,368e; S.F: �� '� �� � � coNC POOL� a�1' ,n \ / �\ 1225 m ,�Ip� 0 CONCRETE � Employee Flats C�? 485 S.F = 3,395. '��' , ° I PATIO � � � � p GHT � _ , , � , � � T2�9 , � PLANTING � 7 Bedroom Add. to Ol Units C� 230 S.F= 1 610 S.F. . i L� i i� i AN ,� �� x � � � � ; �-�,�r _ _ _ _ ° ; N��r ��o� � ' .,ti'' .A � � ADJACENT TOTAL EMPLOYEE/EXPANSION = 5,005 S.F. _ � . , - -� - � ;� ,,T ;�`�,. �� � � �4 - BUILDING _ - , ' �� �,� a t. ��`�Y ,�+��,;�,���ti� r RIM DRA�rCv���� ' TOTAL NEW RE5IDENTIAL AREA - 35,265 S.F. + e,zs, 8126� , � ._,„,��r�_ � r � ��'��ci=� PAVING BLOCKS � � , ,_8,z 3 , 8 � r�-�=r r����,�`-��.�_�,,�� `� � �,�s �,� � New Banquet Room = , a �. 8,zs� P0 - - "" � � FJ[TN�SS-�80� : �f ,,_;���vi; ,��r.,�, �,,�.�,. ,� ,�� ,� 2 140 S.F. � �� ' '- �, , ---- � � ;�a���.��;;;; y, � � ,� � WATER New Kitchen = 700 S.F. � , x ��� _ � �� _ i, �� t, ;[�+ t"F � � � � �. � — '8'� ��� ' � ��'� - __- - -- '� ?-�_�,�=�`��� 1z. � �� � ��,99 0�� �'�yq�.� 8' `�"� w,� ,__ � -- NEW CONTOUR ,New ,Bar/Storage - 350 S.F i � �s � x*'�";-'� /� _ _'�� : � '�'T � � � ��i � _____ EXISTING Me�tin /Breakout Room = 550 S.F. � � � � -t-ti--.�..i.=�-�gs � � '' �� ',�'� � f i / � �_� t2 4 �u.���� .��_� ,� � � 12 � _ - u . �,��,� � `, � �� , . _ t��;�;;;�,��;� g ��� �. � � � CONTOUR S�i :Storage�Lobby 700 S.F. � � � ,�� , �c � �; t3078 ,,�� � , t�� rY , � w ... _.� , � , `'�;, . -—� _ � , � , � '� `_�t��' `��,� .� � � . � $„9 4 �'" PROPERTY LINE a �, � �'' ; � � � M sR ���,�:_ �t-= t;,r�=r`< <--�� �� � _ , �� , , � ,� `, Loun,ge Library/Fitness 850 S.F. � \ / O rsr ��_. t �,<, (%i"- t t ' L_ i ' - �� 9 --�(� \ y$� / �� ��/ ��yna' `+c�,-'� �Z ' a�7.r�i!�t�� 1 (9 � � � �;�, \ , .�� / ,, . �� ,�„N ���4�r�Aµ?�_���,� � � �., �-�_� 2a� �� � ° � 4 � , , Sauna/Mechanical/Storage (el. 118.4) = 800 S.F. � \ 44_F i_I . ( Ji' Y +.�'1'.�i �' \� 2 \ � ' V �� �� " ��� ' ' '-� �����'� `�}�� �- �q ' 6 Public Stairs Elevator �325 S.F.=1 950 S.F. � \ ' ,� � � /� �� UNITS 318, 4l 8, 518 �n4 f�_;��_,�_, �'}�. '� �6� __ �- �� ��REETLIGHT lf,� �� � � / � �� ' � � -� -� � q � 't' ' ' �r�' "�=�"�,'�y � �}2 -- � °� ° ' ��• �� - _ ��iN � ' Restrooms Corridors, Etc. = 1,025 S.F. �I , ej? ` � ;r`� '��1�' •�- � DIN � �'r� .'�� izao�'_; �� -r, , , *• , 2 �` + L!G �� �.' •a':� � a�-+ BR � EXIT tr ,r_, r��.r ,,��_�. _.�_r„ �P� MECH. XIST'G TRE� Tfl 8E REMOVED, TYP � .. � �-1 �. `� � � .�,c,d i • ,-. .�x,a ��_:.,-�i.r.<<=, � ,� i , ���, FiNa� FiwsH cRA�ES v��� ��� �' - tr `- � �- ��`� � �,�,�,������;--�;�, �,=� ���►' � � ' - -- _ _ _ _ ,-- _ _ _ _ _ _ TOTAL COMMONS�HOSPITALITY AREA=9,065 S.F. I'—"'I O , . � � - _ �, �,�r� � �-�, , < �. ` -y�. —. ��� NOT EXCEED 2 1SLdeE ���'�26 ��j � � s"* i '>-r-,-��� ' , ' '-1 %-� '-i�, ; <<-i11� {? ; , ; -,�,-�=,- }� � � _, ; ------ _M 1� }�.. , �- — � _ � '. , � 2 �, a,' � � �-s �-__,-., �iN ;y,:� ,-. ,- �'',`_ ,..t,._ _` , , _' " ' .,', =�, . ,._t-.'2 ° -,-, M BR ' ., µ uv � II ,� � - � New Gallery/Reception/Offices -1,800 S.F. _ �� `. �i "` �_ Q/ �"�., o LIV a�;' ."G T - - -�-:ti-. ��' �_�- � _,r � � r�� �°f; `a� DRIVE I : _. �.. ' — � �- — — _ , � ,�- _� ,�,� ��. � ��r, 4 x t � t-� i4�� �� ; ,�,r � , '- <--- Office/Storage Addition (EL. 118.5) 475 S.F. O 2 �� \/ t �� � M� � 0'�1m0� t�w�. i i �T_(.�"` t�-I. � ''Ct-. � � a / -- -- �� � � C� �� i �) � •i.r._r �ri� PLANTING ,�1s15 `� t��.�' �_i''�'` 1=� UrTITS 320, } 1 � � � 1� - - s�te . . . ;� r UNTT� 317. 417 ;� ��5 !���x� ,? �`�tN'x_' ��" 0�T` r" • � ` ,�`; _ � - ' ,\ ',` ',. ,\ ,;� o .- fi-� �� � , ,�, J_'r; �__`',,;_�;I_,- r �$�,� ;a 420, 520 ��� �� , � �� � ��y,�' _ Misc. Garage Storage/Mechanical _ 910 S.F. . �. � �. ��- , �� A ''?" t26� -- ,. �,�� � `' t_,_; , ��4 � ONL d � .- �;t� - �r~= Laundry/Housekeeping/Offices - 1,300 S.F._ U ��� . . � � ,"- � -, , , r � "f` � �� � . $„s '� ,,\ ��\�� . ,- , af � � '` ,_��. BR t_�� m ,_T__ � , � �,�� �V�'-�' �`` � - €�` ��� ' II °�' � '� �' -� �y ����: �?°'` , Maintenance Sho 310 S.F. � � � i � M BF � �:�r. �: �t_--i"ti��A a A, �;r��`,`r}'7� 'r"� BR Fy � DW � OUT < � 1�� � � i � � � i i i ��tlEt � a � ' t' �_, %_ , z_�, i i_� r � �,� i_�,'��,Y� �,�� ���� fSni� I r �Mnd � ��� -• P �� � "� ti nQ��► '-1--r� � , - - r - I �� � �� `� ` � � � _ta�n! , i �;�"1 �1 � i r� � C��-`-� i i . i � i..�_�"1 � � � -+_ � —_ 1 � ,+ r ,� _ , � '`,'z� � � ,�z 7'� -- � ;i ;°� a� � °'i"�r ' 1v � , � r"r"A-`� ,,� i � — — L ! 1 ',x. �+ �, �, � , . .� , ,� _ �_ ��;�� _��;�,__. _� -.-� � �p � , , � ,,�- 1 � Yard Storage - 110 S.F. '%I\° � ,� � �� �� � i _ ' �' ' `�_i S 1'f_ _ _ �i � _�i_i f� 1_l 7 i_` �._ '�� r � .li � _ � . .�. ..�. .. 1 �1�. ; [ f�'(—, �t�i � 114 . � •� , , z i �� r � r +.,� � "i � r7"", � � � r ;li� 8 _ � : , ,. ,� ., _ , ,_ �- �;-, ;�,� � �� ��,_,_ �-, �, � � -�,-,_,�.., � ,,--,-�-; f..�� � ` ���,� ow �c , I '�'8„�9 � Account Sales Office 550 S.F. " ��' � + � � ASPHALT PATCHING AND ' FND �1t�1 & CAP` '��"' .,F'r � � ._ . >. __, ._ I � ��� , .`; "`�r .'� �� �� �,` � � � , �, -- ���;- - - _._ , ` \\ � `� � LIV DIN � a�"+q � - -� :1� S-� ArT-i �� ;�J"-y� - -t -i ���-�-�i�-.-ai.-�-�-(i "^i-� i-(j ; `4 �`� y f-Y �-r '�� t04td � �/ ` / -_ s # 2s�2s ��_ _ �' ,dx,� •��- �-A-� �:�;:7- ��-�J i � �;�r,_i ��r _�:�,� -A ��-;=�?`1��'i ;� ��' � � � DAMAGE REPAIR AT TOTAL ADMINISTRATION�STORAGE AREA = 5,455 S.F. �� � � ,2 � "',�' ,�� ���- ��� � �-� , ,�-� � ; ' � , .1� � Y� ���.��''_,-�-. , , '~; � ; UIVI�S 321, �� �., , � �J 1 (� ?�j� _st__ _____�_____ ���`� �F\ .�� �I �c»n� 7z.� 1_i PLANTING . r��"�-, ,ra:` . ,-, � ,-- -?,~, �-'-'Yt-',;-'?�t� PLANTIN , '�,_ •�l � ��o� f- � i STREET, CURB & GUTTERS _ I \ �` _1_ _l._'J _J_%� .l_ _ ,�� J_ � '�,'.,,. "� 1� i�,�_�r_iY,'_�,�. ;�5"r � 4 �� i i � r i ,�. � �) �N 4 , �, ��' q UNTT5 316, 4is -,,,�� ,z�.. . � ,=s;.+, , , ,� Y-�` ,,�- -, ' , ;;,-� ,-J, , . �-l� }:�� 4zi, i521��r ,� ,� Q I m . 7 ,' TOTAL NEW CONSTRUCTION AREA- 49,893 S.F. �� � ��� � � dr�� � �' � - i � L� _,-�_�', � �N� " �' �i L� � . � 1 i'Y', l, o .y_�� j� � —� � �\ I � � ti � � ( � � ��i r � �i � � �_,_��.1 =��!� , ,5 't� �j_t�_,, t� _ ' _� r t� =� . � � I ° STREETLIGHT _ ��---" , , � ;:''- �, _� � �_ __�x��� _ z �-..,;� ��~r. P�ANrER .� �_�_ _ -� �,� � � � EXISTING BUILDING = 55,680 S.F, '� � ' _ �� �`.� � � � �� � M BR �- r�'.. Yr � BR �_� �_ � � ; �_� t ;_2� `����� .�_��,_,.�_�, t_� _�_�,a_�� , _��� ��; ��_�_ BR � -'",r-� `h...,� R� �� � � � ii.� �- 1 < < r '� � � , � � �`1 ! �r- t�,7`�',� ��_7"�i�_ L1 �to5�tt� k° .:( '�� � O �� � ►yp �v , � � -� �,;,,_ �fYa� � �oMr ���_a,� , � iv��A�_���`x_� ;1`� Y;{� i" � C'r � »4�� �,er' � � L'ATC�"� s1�5� ��5 5 (t� �.7.F. _ . � > > : �- rc � � a i� � ; , � x_�=�� � � � �. � �-�,�� � EL s�t s GRAND TOTAL AREA , � � �` ` _ '�"'t' ti'T '=x ,r=�-�,f.X:i�i.ti;j�_T1��-� � .}. RAII��-�_t_� �-g i L� - - �� � NEW CONC WALK, (URB _ � 1 Y _ - i , i -';���i��i��i234� -,�-'- 1 - - � FOUNTAIN � i,, �� �, - , --- -},_ _ - _ �- . � , � TErv►v�s couRr 6' ���A , _ .. ,_ � - - , �. � . - _� � t ��- �. � � �� _��->r; ����o ' =�,� -�,-� x_ � ; �`� ? � , '-;�`��:� - �_-,�, �� aR , �t� �-2 '� -- & cur�R To HERE LOWER GARAGE (SLAB ON GRADE)=14,500 S.F. - � " . .. � PEFt'.IM DRAW UV �, r �� _ ' . 1 � � '1,' ��,, � ��7-< <��'t� � G �3.OtiA�;��I �; r '� _ i � � ,�: ` � `7r�- f; ��� � +'�.?22,32 ,4`�. � � °� a;t1 E r M BR , ' � � i"� , � � �-�-r,,,� � � � ��- , � _�_ �_ :_ '�-- ���_�_ �; �...� I _; , 1 ra'��' ���_" ,d4,d _ -� ,26e7 �' � �' � ,�i l �-�.+�' ���)-=f'-i ��L , '�'�' `% 'tiJ��- �J_._�1-�-�� � �_ �� .� �, � z�,8z ,7z �j ,- o UPPER GARAGE (P.T. SLAB) =16,540 S.F. � � '� l �1 l I I� A I 1 1 t � i�I i i '`(��J I I�' 1 a �T I.{ ^tiY 7 � � [ � 1 � 4 ��- ,��- ��- . � 4 x j-- -- - t_ z_'�- . ( ) � -�-- -�-- �J"� ;�_�=t.' 1-''i�1?_t .,l_�J_ [ � ; Y1 1 i�!_rf� r i l_ r Y'f i�,_ 123 _(,,` � I � • � V ^ _ _ • _ PL�NTING ;, � � , -� . � ,���i��.�.� � �"� ` � ,.���-`�' �` � ``i, •��''� I � -.a `.t PLANi1NG � `� LIV N � � `� , Urtrrs sis is, 5 5 1���,. :F,�<- -� , �, ��� , � .,���, �t�_�_-�� , a _�._ _ �,,��:;=7;�- � ��-� '$�_ �, �rn II � A� 0 � a � ENTRY LEVEL PARHING� (P.T. SLAB) =16 000 S.F. �� � l \ � 7�� t , �2�9 _�� �i i r�a�i `�� � �l"i-� �I �"tl, � �_ 1<�.ul I`[ i r �l '�-�"i l��i'r� 4 �' ��`i i �� �-1 �-'r'j 7_� � i � � � � � � I ��TK� . ti \ '� DIN •k�f� � i i _ � _ I_ I� ( �� ' �1��"t.l � � ' 'I _ �f�l� � I i 1.-n-` -� � „)� � - .�_ � d � � �I �� V � � � � � WL�L1IS��DSCAPE . , '� r,, '`� , , , ; �-, � ; : � � f'� r �`� a"`r 7 � � ��� a I ,Ft BR � _ ` _' �i�1_i� �` �� �'_` i`� �_� r � x r , �-�"� i _1"�� a ,, C� t� ��;�`�_ ,_ _ , .�, � , � p � � f� � � �� �al t4itw h rint 1�i4 i -?i'�'r� � i 'r � irtti" i.�_' ��Ja_�_�-? , 1` � �� �'' �_i �j t �1'i ,J i � � ; _�'. .� `ti t,_,�' �-'� � BA. ��� � �� � � � .......................... d .� ��, , ------ -, _ �_;;� _ � _ _ �- �.` _ � ,_; _ . � -� -- �� _ .� �= ,.x,� , EXISTING BUILDING. 72 Units ' i 'r r't � r 1 � _ t',')'�f i �A, �i * r' "��"""T'� ') �� � > > � � � � ��'ik`a.., 1 I � � • `� "i' < i l:� :��i i' ; � �j"'"d `r'i"t 1 � * � �� i'�'1�i`� � �. _j•-� � ;ti i r�,i i � �� t ` _i��214 A 1 � �� i--_ �� �, �.� r �, �,-'-r�;-;�,; r ,�, , , 1� : ;--�,-�_ r_ ,, � - ; ,-��_��;�-�� � ��>r r-, ',, , -, , �, � - � sr�E icHr RoucH-iN & wsTA�� �orr PROPOSED ADDITION......................... 31 Units ,�''_._ �� I � Q -r.-�-- --� �-' ' � ' �Q��wA��_�, x f �� �' -.L��} , � i`�-,�� t � , , tir 'i r'f `i - e � 1 \ � � 1 � � ,- � 1289 �l -r ' r �_� r ,_� � ,,;`� _j,� _ rt ,;; i' 'S: ,��_._i_...;�x':=..�+ , , ,� \ � � � � IN ►S CONTRACT. FIXTURE , oo�N .�: y, BR ,_ � -- _ .�� ,, , ; , -i; ,, � -, -�� -- r;-�`- k : {� `,"� - � �-� � �-���<� � � � o � ' � TOTAL CONDOMINIUM UNITS............. 103 Units --� _._ RETAINING ALL SLOPES A ORDINGiTO i4„» ; ,� a� ,,�,,. _ '�,��___�___w'.,:�.�j133,�r... �� � �'=.__��.�u��`���-; r`-��� '`t',, �� .'- ,-�:,,�-� � �� � � � � �� PUR HASED BY OWNER �y ADJACENT AD FROM 811 TO 8109 '' -'=!t �.`�. _ PLANTINC �,� _ ,� � � `S-`�'-�`----'- i��- � � � ( � � , I � O ' , � �- ',�'' UrrtTS s14, i4, si4 .�� � `��� _ _ � - - _ �_ � r; _ � i�"'��'.�_`��_ ,_ _ .�.�� , _��� _�,.��, ; � � � � PARKING GARAGE.............................. 106 Spaces � . ' � 1 �� ' ' 'x�v�va- -4 1 S 1� , '�iwv�w�- ' t 1��' , a� , , � � , `; '�`� : : i � ' � � �� r.SL-- - �� ( � ,�.` �1 � , .Y 4'� ; � A -�-- , RAC A � ' p � � �_��aa� _ �� _s ax �, ,,< < _ �, _� r� � ���`=� _, �,� �,,aS;�_.-� r ;, �� r � LY;�`� < < 0 301 ; '� � T T� i 8�� ' 65 FULL, 41 COMPACT � � , �' , - LIV -�+- _ . � � _�,��- M BR .�_ , . _ -.� � � ,�,r ,.,�� ,-�� �.-'� , x� t; �-'i r�- � ► � � � _ � � - , -� r�;�, � t�„� ; - -,- . �,-,��,'-- "��� �„ � = : � 1� , ���;�r ;, �,�� , � , ; � � �, � � PARHING SURFACE............................ 8 Spaces . � � � -- �.�•_. -��� L — — — ' t ' �` � }'� 7'. _ t � /'-"E,"�°�anrr Y�NLti� �i r � ti ; r �i + � � .. " � � �i � �' �PAVING -- __-___��„��---=,.-„µ__="___;, � ,��„• _;-��-- _� _ _�; < < ��=��:_�='_�; ���' � 1 � ', + 51��--'�� m ' ' (7 FULL, 1 VAN�LOAD) � � \ r-� - - i t-r i � `„i-i ) R[wa+s rwe r �/2 onw� � r'(�'� � i� _ t '" _ �l � / � 1 Q i � � I �� J� � V - ' � _ � p � _� `("��"i��) ��t� 't �i�f� ( -i � � � � d' - J � � T,' _ '�` `i.,� � 3!0!. .11�. !--�'C. ( _� ; ti� ti �f`��, � � � � � �� - � -� �.PAVING � r_ _ _ z54 � �v��'� ,►.� � , ,:�, ,_,_, -- ' ; �=� , ,�)� ; , � , �sst�a�� 4o TOTAL PARKING................................. 114 Spaces , � � �y �_i'r � � ' i �i r�"i � t__ -r���f` i _ r��rns �� BLRGiV�110tL9 t��i�_�,��a_���Y�'.LE �ARI'��N�YI�i � � ' - ' � ' .� - � r'- - ' ` _', _'�'r`i'� ua �/r cw •asTr�u _ '_5�1 � "� ,� `�"} 1_���.�~ 302 i� Q �� � � ,_ �; , - ,-� ToP oF w � 60' ��1 � � , _� � . ��°� '� �" , ` EL815 - SHEET Il\TDEX � � �� � • �=;� XISTING ANTLERS CONDOMINIUMS 8109 4 ' a � ; ; � \� � �_,_, - CA s t os � ;-' ,,,' � C�O O°� o`b, �� "� i �� 81 14 p�� i . �''�� , , , __ � `-�-' ' ° � co �a rs r� � r� cs a cs o o TRANS ��� V i • � __ �Q`__ ' > , / � � � � _�,, � �, - T O P O G R A P HI C S U R V E Y 5 2.1 5 F L O O R 6 A D D N �J' 1 , s ' `�` i ;.�I,' I�i' �. O � �`,� r.,+ i 1 0 ', � 2 ef"'�" 8-�-�` ' �j � A 1 S I T E P L A N 5 2.1 6 F L R. 7/HI G H R O O F A D D�N � ' ; j_� , �\ �\ /,_ � _ 1a �� , � A 2 L O W E R L E V E L P A R K I N G 5 3.0 1 P A R T I A L B L D G. S E C T I O N S � � � ,_,- � � � � � � m � � , � , + � �`,, � A3 UPPER LEVEL PARHING 53.02 PARTIAL BLDG. SECTIONS � � , � ,�� _ ,� � I � , � � ,-, 3i 2 311 310 309 308 307 306 305 304 303 , - , � � 8 i 1 A4 FLOOR 3 ADDITION ss.U3 PARTIAL BLDG. SECTIONS Q , � � � , �- . � _ , - A5 FLOOR 4 ADDITION 54.01 �ALL ELEVATIONS W � ` � O `i � � �''- --81 l 0-`------' � \ ' $�to z I � __� \ � � \ A6 FLOOR 5 ADDITION 54.02 WALI, ELEVATIONS ' � ! � s�os s ` --� `- ___ �''� � � .� , A7 FLOOR 6 ADDITION S4.03 WALL ELEVATIONS �-------� i � � ` �ti, ` 8108 . � `.�\ � � ,, `\`�'�----__________ ______ _ � A8 FLOOR 7 ADDITION 55.01 FOUNDATION DETAIIS � , �, --`�,, ,, A9 ROOF PLAN/ROOF DETAILS 55.11 UPPER PARHING DETAILS � a . -, � . . . _ _ � _ �� __ __ __ __ __ __ __ __ __ __ __ __ __ _ _ A10 UNIT FLOOR PLANS 55.14 PRECAST CONC. DETAILS _=- - - - - - -- - - - --- - - - - --` � �' \`\\�' ` ` ' '� 106 All UIVIT FLOOR PLANS 55.21 ROOF FRAMING DETAIIS O - , � Qo a�sr�NC ou�-F�.� -- --_-___-__--___--- _-_=-- _==---_----_=--_---=Exisr�NC_=- ___ � °---' '-_- "-1 �. _8------ _ Al2 UNIT FLOOR PLANS 55.22 ROOF FR,AMING DETAIIS . - EL 8099 2-�� � ` =- ___=-_-=EXISTING DECK =_____=-=___==__=_ '�c "" "_" O . � � � � -- - ----____ - - - � � -HOT_TUB-=_ =_ _ ' ' ' '_ _ _ r , � � � i � � . ,r 1 �) ' t � . � � \ \\\ M" , � � � r_ \ REVISIONS BY ' _ rt --_-_-_-_-_-_-_-_-_- - , � `, ' O � O " ! p D ,.� ; �-=_-----------------, � � �'�, G N J K � � i I � I � \ � I . � � � � o � � � � � � �� � � � � � -c , c � '! � I � / � I I � 2 � � �� � � U 8 � C �� � o o � � � i i i 10 A 12 �`, � , ��- �. � - - � - - - - - - � - - - - - - - - � � - - \ . � - - - , - - --� - ° ° - - ° - - - -1---�- `1- - -+ - ---r- - �� � � .- •� - --t-- -+ - -+- - ---+-- � 19'-0" 26'-1" t 29'-3" /25'-0" i � 32'-6" i i 32'-4" � ��, 42'-0° �, 10'-5" 18'-9" � � i I i TOP FTG 117 8� � i A'p0,o �� �� , �/ i i B4T FTG 116 8 � I � F� ' L��E1� ARKI,1 r � GARA�-E � i i i � �y \ �`, ' , � $ � i /� i I � OFFICE/STORAGE i I i t�`\�I ��,\ 1 � ( � � ABOVE i ; �F j� �� A2 N , .' � I � ' ' �� �� , 1/8" = 1'-0" I EL. 810 .4 `� , i i EL 811 8 5' i I � � �q � �\ M � ,' i � i TOP OF EXISTING CONC- i i BOTTOM OF \�. \��� I � i t�, � , C �� G,y, '� N i ' , � ( � � � Ca? 8120 2' + � I ; FOOTI G EL. �\ �`.�` , I � , "s'p �/� --� Q ,,� � � � i 1 1 1 .2' _ . .,\ I LOWER GLARAGE PARKING ���f ,� G , . � , I �— — -- — — — - - - - - - ( �- - - � - -��� �� i FULL SIZE SPACES 40 - - - - - -- - - - - -- - - - - -- � , � / ' , ' � � '- - - - - - . jD N�E'L1�HA K . � � � . �� COMPACT S�ACES 9 ��a � z i � } i i �i i � l � - - - - - � i - - - - - - - - - � - � � �`.\ i TOTAL � 49 i r' i,. � � ca � v � _ � _ � � , �-�T_O F" 108 5' i i - - - - - � -- - - ' - � I `� �� \ r / � � , � i . � r �_ - -? - - � BOT OM FTG 111 2 + g O F 107 5' � � TOP FTG 105 5 TOP OF EXIS ING I � � �� I ,� ,/ % �; ,�� - � '- � - � �-- -�- - - - �- - - -�, _ �,_ , . � A R G 2 - - - --rt-- - - - - - - ; -�t --�- �y ;- '_- - - - - - - - - - - - =__- - - ' ' - - - - - - - � - - - - -= - - - - - - � - � - - ,\, - - - - -- - - i - - �; - 1�p � i �- / � " � � � �- - -� , f� ± �� COL ABOVE � �`• i ' r " '" i �/ � �� �j � � � T O F 106 33' � ;� ', � � I i CONC. 8118 i2 ± -�� � �� ��\ � i i ; ' � - - - �� � - � ' �- - 10892 � i - - - - - - - - - I � � // %�- -- - - - - - - - - - - �-r� -t - � � \\ � � ,;, -� � - - - - - - - - I � � i ,, ,, � � •' / �� �%� - � ' - - -- - - - - - - - - - - - �� - - - = - - - '� - - - - ' - - - - I � � � \�� � � � � . = . .� . � _ -- .�Q .i . � � i � � j i i � / � ,/�/ �/ � 106 83' � 106 83 ELE V �� � � I • .,� � I . , T G F 106 33' � � / , ./ 7R � 6 72° - - ' EQUIP � 06 3 106�83 � . � � ���� � � � � � BOT FTG 105 33' � �/i ./ � 6T � 11" • --- 04 - � . 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To E Rf�novE u,o ��, / REUSE ' � I � � � � ' � � ' i � I ; � .�K„ � � � � , , ST � � WARMING ' --, , , ;- I i � / • . 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UNIT 320 � � � , , . - I . , , � , i , � Q � � I � � ; _ � (� , 6 CURB TI _ � � 1 _-� -^ _ '� 6 TOTAL = 66 0' S ^ N , I / �, ; u , � i I PLAN NG 6" Cu� 127 4 � � � � � P TERRA��F ji - � _J � �� -G,, -- 1 Z7 � � - , _ _ , , ' , , - � ' . -� TER�RAC�E ' I RAMP DOWN 8� MAX >-- � � , � _ __ � � i 7�X26 I �I \ r r-�_ �' ' ° 126 83 , - , � � � -�°� I 7 X26 rr� J / � � �f � � ' � . _ � � ��� ' ' 7�. � I ' --�J 1 \ ' � <L i ,' � -rr--r- , �� + N I � . , i �_ __� ' . o i D►N � � J 1 � � Q- ,� � ��� M BR i ��-��- , _, �� gR � _ ' S�UPPER � � , _ � BP � �� � : �' , � 5 o TO GARAGE ( � , � ° 8 � � -� o . � � , , � �� - �; � � 9 X11 � , � � 11 X13 K° , ' �`\ � i ��� 10 X11� ' - , - 9�X118 i i � ��/'� I ��_ i I ( � z v � z ; � � . ' , � __ i I , R GHT TU N z � �p � � I I � � i �; �� � � - 23.50 , R T PAVIN BLO KS , � ' t ' _ - � - - -- - -�� �� � � ° � � � - i � - ; NLY � O4 ����_������ , � ' = •''t � i� '� ---- � ' � � � , co►v c„E E c �� _ , ' - x S � 6- - - - �ACE F STONE __ -__ � � . , � _ _ � 4 - ' _ __t_ — - — - - _ _ _ , __ _ _ ON 2 SAND BASE OVER _ __ _ � BE ROOM FLAT ° � N� �-- - , -�- -BrTU�Er��a��R- -��- � � ° O � � �+ � IN "HYDRODUCT" HSF, 1 " I 1 , 2�-9" 7'-4� �� 6"�� O s�v�D�. � nwio � 9'-4" li ~� r ,a � ; I AUDIO �P� � � � �-n� � ' , �-' 4 � _- POST-TENSIONED POWRED _ . - - J - - �`- ' ',. i � _ � ` ' ' U 1100 S � EAGH � , _ _ i � I�__ l i ° ' + CONC SLAB C� SURF CE , ' � ' � �..,, ` - � ' _ - ._ . t __ _ � 4 � EL 8127 4 400 S F FLR �� �1 � 0 1 i ' f � � f T t� WRLL. 130 ' -�? � - tO , ` � � I � , PARKING> SIDEWALKS� � ;_ � � _ �� ,i � 1 � � D�N � I I i � �73 2� � � `� � � ' i ,�s_,.r� ' { 10�X106 LIV i �, �'� 4 � EL 8136 4 4400 S F (FLR ❑ pl V s DI N '° I'�� ' � ' � ' ' T 4 � EL 8145 4 � 4400 S F (FLR I 10 X20 ��p� ��6 � �`^� 6,_�� ��R ,. _ _ , . � , - N - - , , I � , I � . ----��1 t° 9-3-- ----�---10 -4" --- - *,- � i _ 17_3.� � � ��- � _-� 10��X2 6 i W ` 12 TOT� 13,200 S F , � � -_ -- -''` �`� i 'I� , I --_ , 3---- I \ �� , , � � � UNIT 316 ! �-- - P�_a,r,TiNC 1 �6 5 � -� '`�� , � , , ,-' , - - . , � � ' � ' � � y�`" � UNIT 321 ' � -0" 12'-0° 7'-0" " �" DRAIN � � - . - , I ; ' o a2'-o - ---=�-� 1?_' � � � ° � , � � � ' i � , _ � ._, � ` O rn , �J � � i � � � � ; . t ' � _ _ , � � _ ' _ 1�. _ \ � z � � �� , ---- __ � '� i � j� -- , -- -- �7'-5` 1 �3�� N { ' , ' , � , � z � __ � ,l U � -- -- TERRACE � i L_} , ' � ' _ _ -- Q -- ��� � , � � { PLA TER ` , , ,' � =�1 tl..�;, �` i � o � � � � �� TERRAC � �i, I � _ F---_ � � I ; � � - , � a � ' ' - i -,/; ' _ � -�-�-r�;,' 7 x26 , 7�x26� �, i'��:�_ � � � � SCUPPEf�,, � , f �t ; � , � '- �— '- ' BR _` , ' • _ .-�i a M. BR � `� � ' M BR r ` �-- ' '� BR _ _� 1 , � � ' '�� o s � � - - � � � � � i �' � � o o '� - ' � � o a , • , � � �I � 11 X13 � i ��� , �` - i i:� 10�X11° � � � • < <j j � i 10 X11 j �I � _ ' � r (i �i � 11 X13 ��t� ; � � �� ---I _--��.�9`Q--_-�----- _T i 0 i, � - 6'-t" C LR � i � � � * O ., � ,� . � � 4 , I � � i � � i -----------� i i 3\ ,� �� �----------- , � � , '� ` U � FOUNTAIN I -- - ' i I ZY�CAL � � ` I' � e�'� � i � ACE O � � � � t ' , � ` , - i � , ; _ �_ o � � � pRAIN _ - ' - --- - - �-- - -- , --�- - � - - , � — I ------- " , _ ,�_ - - - - -I - ,_ ___.____,-'__..'_ .____- --�--- � --- - DRAIN � ' , �� - , � - - ; k ' , � r- �- �� - 1v/ ;, i � � � � 2 �2:) 4 � „ 1 � R� , � � _ _ � o _ _ ; ' , � � � AUDIO APPL �t � - - - - - - - - - i - � �L3O `s� � ' �` �` � �� � � . �"��"i �� �� j� � � � � � � - � ���� ��3 � � , � � 10�-4" T�(P 3 r4-� -$_�--`-° � ��_'� - ' OPEN ' BR � � '� i ,�� � I ' I � i , , UNIT 322 � , � � MASTER BR � � � �u , , � , � ' 123 5 � ��� � � -j 96X12� � � � �i �� � r ❑ �- �i:,l � _ , ., 106X15o I _ "' � �z � �. 72-'' ' + _ � �r , i � _ � - � 485 S F BALC �J' 1 I U V _�_� , _ r . 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F STOR. i � RECEPT ON F F3 ' � �- - -' - -- '- -� --� - ,- , - i--' , , - - - a DRAWN .� K ��--�-, --t lr Fa �a � 2 � E�} �z� 4 = 238o s F. (F�R 3) , , 3oa ,� 30� I WAITING � � t0 �� � ' - ' - �- - - - - - � � - - ( , � �-, �,� _ � _ -� - � REMODEL ELEV _ ` _ _, ___ __f„ __� 3oa �� RESERVATIONS , `, , , , ,r`-,� � ; BICYCLE RACKS � -- ! �� 2 ns EIl. 136 4 - 380 S.F (FLR 4) , ', ' , � - -:-_. =� - - � --=.�-= r ----- , I 305 � o 0 302 � - ' - '- - - - 124.0 � - - - - Y JOB � -���-`�-�'--� , � �� �� 2 � EL 8145 4 = �380 S F (FLR 5� - -- - � LOBBY ENCLOSURE t��-- `�`Ea � o ( 14 X20 � ' � - �- ' - � - -� - � ;� � � i AS NECESSARY �� � �� ��� � �L 20 X24 g g 124 O � � ; � ? � I : I I ; � � � ' i ;� ' � ANTLERS _ r�_�._ ' ��, �, �� � s ToTA� = y,h 40, s F ,- � �� �P � � - ` _ M�" s�u�s — — — — — _ _ _ 23 x8 ; ; _� � _ ; _, _ _ �EL TP EXIST'G WALL 124 4'` _ '_, _ � _ 302 ' �� �27 75 PAVING � �28 25� ;, E , 124 25 SHEET j _ �-<�_-� i ��. � FUf�I�V�j� 1 jL' L � �� < < , � , � � � �� • � "�` ' � � �� � k� i i � 1 2" GYP 8c BATT INSUL ��; � , � '�� RAIL �9 i i � � � �� ` � � , 1 � 3 �a � �� i i�N %1_ ` q �~ i ; �� UP `i 127 4 -� �� - - ---- - - 4� . 1 ;",`J� - t� � F� _,.�_..._.._ __�' ��4� t!____� __-��.,_ _____w. ,._._.�_� ._.�,�� �`�--y-'---_____�._ �. �..__ ..._,�y,_______ __ _ _._._..__ 2 1 ' - ,-� � EXISTING TOr CONCRETE W^LL L 1 24 4 , i . , � , � , , • � � � +r� , �} . - - , - - - - - - - - - - -- - - - - - - - - - ----- - - - ----- _• - - - - - - - -- - - - -- - - - `\, 4 � 1 � • � _ ' , ; F �, - , y , -�� q g C p ./ ` ' G H J .�\ REVISIONS eY i , " � � ° ' � ; � \ r\ �,•.,, , ♦ � �� � � � � �I �I = � � � 32 -6 2 � �. � � � � � � � a o� o, , a i o _ 10 Al2 \ , �- ,o �o �o 1 - � —- - - - - - - - - - - - - - - - - - - - - � - -- - - - - - --- - - - -�----- - � - - - - - - ----- - - - - - - - - � - - 0 19,_0» , 26,_�„ 29,_3„ -5,_a„ 32,_4„ . 42,_p„ ��,_5,> 18,_9„ �� � ' , �, � � � 404 406 {N � � i / Q��� � � R , �� I r1- �� , � � ' f/ 64 �4 � , �/� / \ �� � 1 b A D I , I � � I � ` � �. N , � � � I � ' � I I I SALES ACCOUNTING ' 4 � \ N ' , 4os 4os i s. �\ 1�8„ 1'_0" EL. 813 .4 ,, � � � / � 300 S F 200 S F ' OUT o� ��� � � \'� 0� ��(� � ,,' � �/ ---�- ------ 4 , I � ABO ONY LINE�� I I I ° "��'' �' � ' I I I I - , , 9 r- / j�. \ , �,,, , 4 =< / " � / � F TE L � — ,j— — — �`~ � i v� i� ,�,� ° � Z ,' � ; �� � CATV SUSPENDED . � �\ � ' I i . D N E l�j 'EKO$ t o � ,- R EO I , . � �� I , ` ( � � / v I I I , , - EC�SS CEILING � � , � i , � � � , I PANE�S � � �✓ ' - - - - - - - - - - - - -- - - -- �/- - - ------ - - - - - - - - I- - \`� - - -� - - - - - - - - - - / �/ � � � , � II - y — — — — — — — \ \� � � �'` � � � N/ i � \ . `� 2 BEDROOM ,FLAT � ERRACE �,�o _ � �� � � i _ c� , � LOBB \ � , A� 11 0 S ' EACH ' I BELOW I _ , , ' �� � ° ` \� / � C ( � ) � ,� '� - _ ao2 � t ` ,� - __ r��r_ � \ � - �'� �/ I I� °° � \ � \ � ' , 1 � EL 8127 4 - 1100 S F ( 3) y _ . $USI�ESS . � i y" i M B R � � � � - �� i I � 1 � EL 8136 , = 11 QO S F �.FLR 4) ❑ s � 6 -'�,�-��� _ �36 4 � CENfiER � �� , ; - - . .� � . 1 �� I � 2 TOTAL;�! 2200 S F I I; 130 17�0 � �-, 1 1 X13 �� IJ ,L-� � � \ � � � / _ , , � � j � i o � F 4 I 0 0 Z ��' � , I � � � I I � ' . , �I � 3 � 12 X 0 g4 Q �� o ' � !' , , / ' � SUSPENDED CEILING � ��� � _� I � ! I � _— W 1 O" BATT , J II II 1 II IJ II II ( � � �� � � I - -- I � G° I '' �� I UNIT 418__ oN = � ' I UNIT 51 9 ABOVE, E 145 4, 154 �� j N ' �� BO L 0 r i 1R� 6,75' INSULATION i �/ ` ���'��% � F4 � OT� 11" I � I � f I ,'� / i 6 x26 I i , i • EXIT' 2 � � � �� � ' -' � { ' I � ' � �� �� � » CONCRETE T LE �� ' � ��� � DIN �� ° ���,�� I I �'� `\� r BR I 6R � 6 75 � O � �/ � ,� �I� i; ,o , , � �ST. F4 5T � 1 1 " ROOF BELOVI� � I , � i � � ' � � 94X108 � 7` � � 9�X104 401 8 � � � � � � ; � ' ' VI �� ' � ' , � E L E V � 130 75 � . o �� � ,�'' O i Ii I � 1I j �o�, .� � Jf `,� i � I �� p � � ' � MECH RM � � I � U I . I ,' i '' � � i � - - -� I(, '� i Fa 136 4 � � B E LO W � � �--�-� � � � i O � � � 3 - - - - - --�---- ---- ----�- --- - - - � _ - - - --��-- -- - - —- - - � - -- - - --- - - - - - --}---- - - -• � - - ---- ___.__� �_ � ..— � I � i _ _ _ � � _ - , _ • I �/ I� ERRA I I AUDIO APPL ��`� t � I- }� � � ' � I ---------------u� ;� ' SHLV AUDfO � � / I � � ,� . - _ � _ _ � ' IN � ' O ' ; BE�ow �J � ; r ' , , I_'. _, `,I 6'-O" OPEN WALK (CORRIDOR) � I � , I I + � � f ' � M BP. �'� i� i � ` � � ' �� ��`,� ' � i '' �, � ' > >8x�s4 �- ��-�---, � 2 BEDROOM �F'LA � ; � - � ���.-� � �� � � � LIV DIN ' � ° I •�_i_ � _ �: �-,�-�- ; LIV (1100 S F. EAC�i) � � � I 10��X206 10�X10� ' ' T�� � � , �� ` �--�- � 13�X18� I � 2@ EL 8127 4 = 22Q0 S F (FLR 3) � � Q � � � � �__ _ _ � � , � , , � � � � — � � � - – i , / O I� � I , �J , , � � ' w� 2 � EL 8136 4 = 22 0 S F (FLR 4) � � ° �� ,' Q� � i� � � � UNIT 417 � ' `�- I � i -_ � - � BALC � � 2 � EL 8145 4 = �22�0 S F. (F�R 5) � ; � i __ y�� I I i _ � � � / I I '^`�� UNIT 420 � 6 TOTAL - 6 Oa S F 4 � `�RE �/ / (I _ I i � N � � , ;� BAL -�--_, i�6,� , � � � , � � � ' 7�x26� .. � � � � ' �� ,' � �� 6°x26� ,` . ( -- � �_I ��� -- i; � � ' I t _ __ _� ' � I � � � `y � _ / ,� I � �L ��� :-- -- ��_ i �--- — { I � I� �f� �"' � CONCRETE y �� � ; c� , ', i� ��� I' M BR i �i..�_ � " } � BR � / � ! � ��� i� ' � � ���,�� o � D�IN � COLUMN, T�'P i �✓' 1 �-- � ' Z I � 0 8 i � i � � , ` , � B R �# i � ° � 5 p I ( � � � � �s K l z p �' �� ; 11 X13 � � i i � \;', � � � 10�X11� I � 9�X116 � i� �'� � . � �__� i 9 X11 ' �� � ' =� ,� �, . � r' , , �� � � � i ' � ! � � ► __ � � �� I '`` i ( � 2 BE ROOM FLAT �� ,'� � j� � ! � � �=4 �� a � �� ��-------- � ' � } - - - - - - � � �o _ � � ouT � � . ' � - � ----- ------ - ---- ------_ L � - - - - - - � µ 4. � - �k+---,�--- � - _ ----- - ! ' o ---- —==_-- ----' ------------- -- --- --- - � i ------ � ��— -- N 2 �xEO 1v/ ' �� O , EL 8127�4400�S F. (FLR E AC woio ��.. ��,� � o � ` , r � , .L�� sHavES �uow � \\ �"�°� 4 EL 8136 4 j= 44Et0 S F (FLR � �BEL L., � (�;R �,� ; CORRIPOR BALCON Y / ' � � � r' r^�.� _ _ , ,� �� ' �� _ � t 4 EL 8145 4 400 S F (FLR ) I � � ` 'o ',� � `'' � i , i I I ' , i o ( DIN f � U , �� ,� � � , � 7 � � I � � � ; , ,� 12 TOTAL J�13,200 S F '�❑ LI V I � ° �,�� ' ' I I � ; �''•�f_�'� °, � 10�X106 ' LI V � �� �'� � � N � I �� � .`_° � ,o'°x2o6 I � W � / „ - _ � . , �; ; �o10x2os �o°x�ofi � ;_ , �.�a _ i / � �-_ � , � �� , „ � ' � �-- - � PLANTER � � ,,� -� ---�..-_� � :;, ., � � UNIT 421 ; \ o � !I �; � UNIT 416 �� ; ,� i .� � � � /� � _ � I �I �� �, —J ,, � , I jj I� I � i i � � , l � , � ' , �I -- - ----/ � � \ � � - � - , - C.� ,� BALC �— � , � I \ `" �, — __ � , ' -- R,_. I -- � � 6�x26� ` � � l�l � -- � , I I ; �/ ( c_ �.�' I � I BALC � � � , � II �' r-` -- { � I � � i ---� ._ --�' ,� `1 7�x26� � � �' `-� � �� ' , �-� ' � � � � 1 � - -�- ' - ' � L�._) ' � � �-� -- , r I, i�_- �`- � i � /,' i �\� ! r - _ _r+r t M BR � � � ❑ M B 8 � , � , � BR � i , , ,� i BR 0 � ��, i i o 8 � I 1 � 11� 1 �' � � _ i s o o i I � �� . � � � �� X 3 � � i i �i r 10 X 1 1 � , , � � �� � 10 X 11 f �� �, ' ' �i {: 1 1 X 13 � � l , , ! � � O � ' � i� i � � ' ' � � i i i I �/ + � .. � I . G , � , � , ,, ��----------- � � �I � ��,.64 -----------� ,, ,, ,� i � � . E �� 0 , + y � � � - { ------- I ' � � - D� �' ` - � � � ------ _ - � i .`T''` -- _ __ __ _ _^�_ _,_—__ _ —__—_ —_r _ _ _ _--__�_ _— _ _ _ _._— —.` _ _ _ _—_____ _rt.—_ ______ — � _ i � � i I �- - ' \� , i, �,Dro APPL '� � �� ' i � � I O \ . � i � ' � \ ' � �� - - - - - - - - � � Q � � � � � � �' ' , i `,\ � � // I 6'-O' OPEN WALK (CORRIDOR) OPEN I BR � i ,�� UNIT 422 > � � , -�.--�, i � � � � ; i i, i � , I� ; ; � MASTER BR i 'V�, � ,;%� I � 96X12� � ,K � ., B�ALC� i �Q LIV r- �'�t���� ' 1O6x150 , � � , �__ ____ t - 5 X15 \✓ 1 f � _ __ - - -- L__ I , � 12��X185 � T�- ' � � �� TERRACE �?"- -_,;- � ' i - - ' ' 485 S F � 1 1 0 0 --- - ' � � j � � � __ ' -==- ' A1 1 � � , • �•� 6 I UNIT 415 =- ��ANTER � � � LIV DIN � � �� ; � � _� � �, � , �, }- � ' � ; Iw , ;, ��__ � ,� I PLANTER , I 10�X15� � � a � - � � , ' '--- � � , ` � ---- � { r I I , i ��/ _ , , � _ , � _ � -�; t I � � ' � r , �( , r � I , i--- - , i _ � � I�Ij � . - - - - - - I I 1-1� � � . �i N �I �.� � � � I � � � I � �� D P f � � B - = BDRM ADD�TION 401 'I i z � � � 4 �o ��_; �.� � � i� 9 X12 i�, o < ; a .._� _ � �� i � ( �� ' i �__� _�� � 1� I '' , ili� ° ,-a � 'i � � � -------; _� _ � � � � - ' - F I , � � , --- � ' � ✓�: 1 � I ------ - - _- � -_ ��_ _ -C 230 S, � � . . - ` BR � I � ' � � 2 ; � - � , , _ s o � ;a �� ��, � ,� , � ,�, ► s x� �i � `�;:- >= � � � 9�X14� I � , ----------------�_�-�� I , I Al l O I A �i � i�� � O � I� �------------ ----- , � L �_ '� O ��� I 136 4 � � , , 6 ' � �� ---_ - -- - ---- - - - - - - - - - - - - - - - - ----- -- - ---- j+ ' - - - � � -- --- - - _� --- - - - - - - � ; � �; �; �� � � ' ' �i� � o � �� �----------- ------ � ;�� ;� ;� � � � I� '�i I ' _°_' ``` � � ! , ��\� y��� , � ' ' � ' �� . ______________�__ � { , �� DIN iI� _'_; � �^3,. MASTER BR � - - - - ' • � � ` , r 94X1 10 iI�' � � 1 , -. 106x15° i - - - - - � - a - , / � ; � ' -� I � o �� � � i� `_�; � ��� �j - � PLANTER - , TERRACE ' ' � ' � - _- I I � i- � o ' � � � �� SLOPE SLOPE � � � 7�x26o �F � f_;�.\ ',\ �}� SLOP E / � ., / I ° ° ' �I I UNI'F 414 I 1 4" / 1 ' TYP j �� 1 /4" / 1 ' 1 /4 / 1 ' 1 _ _ �� � � � � I CRICKET / , i ; h � � � � -�- � �� PARAPET ` � / � 4O1 � � , i - t � �� I .� � 0 � ❑ . � LIV � - -_�i _.� _� '•y BR \ � � � , ' i� 5 �-���;� � _<_ � o o \� � � \ ; ❑ 12 X18 , i_ � �, 4 9 X14 SCUPPER � %� \ HAVEKOST+ASSOG. ''_FI I \\ //= ( SCUPPERS THRU ! ARCHITECTSPC � ,, 'T= � ' � I \ PARAPET, TYP � - -.a � ___ . _�_ t � �� J� -, I � � ! ( � 112t GRANT S?REET i i �,_ ,; ,�, ^!� . � ' -�+ �I I , \ DENVER, CO 80203 � AUDI/0� �p� 'I� � - - - - - - - \ � \ I I O � 3�3 / 861-1121 j � ------ I � - - - - - - - - - - - - ---- - ---- - - - - - - - - DATE . - - - - - - - - - - - - �- � - - - � - - �-o-eF-���r�t--- 7 �- ------ - -- rn v ��_�.,__.�_ LL-_f; 2 BE ROOM FL1�T - - - - - --- __ _ ____ _ l � SCALE /10 00 ' ROOF DRAIN . (� ' �{ � , SLOPE l`O DRAIN � ° ° � � 1/8 =1 -0 - ' � '1190 S F EA'CH 1 /4" / 1 M I N TYP ' I� DRAWN � , �! 2 � E 8127 4 = 2380 S F. (FLR 3) I � I I � � T K. � E�� i' 2 C� E� 8136 4 = �380 S F (FLR 4) ' __,_ _ _ _ __ _ _ ,__ ; ~ �a � 2 � EL 8145.4 = �380 S F (FLR 5) f r=-----�-=_-�; -- - =� - - - -c�, F�.-.. -- _E� �� JOB ANTLERS � r, ,i 6 TOTAL = 7,140 S F � � F� � — � � DN �� �,__- � , ' 402 SHEET ; \ � � � � �� 1 It f{ � l \ � i � � � r p � II �� � � � � � � � ; (a �' I 1 I I � � �, � UP ji � I �S � . i ia / r, UP �� � \�� � � � � � ,) � i ;.L --_—�- --- � � E`�__ _,._��_�._� -----___�.:.._ _----- -� =�-��------ = - - ` � � 2 1 , � . ; , . ._ � ' - � �/', . � , ��\ .'.'� � - �_� - . \ ,' �� \ , REVISIONS BY � _ � � � � � '� � � ' � _ ' �x ' A B � D 1 � ______ i ,, ,\ � , H J K , .' — � � — , � �� � � � �� �� L— — — _J �� � �' � �� `°� � � � , �- � _ 7 I �' � �-� LL � � � � , o, o, � o � � o i Al2 \ , � � , o , o ,,� , � - � - - - - - - - - - - - - - . - - - - - - - - -----�-- - - -- ---�-; - - - -.�-- - - - ---- - - - - - - - - - - - � - - . � 19'-0" 26'-1" � � 29'-3" 25'-�" 32'-6° ' 32'-4" A,Q 42'-0" 10'-5" � 18'-9" � , /' 4" \ \ I / / 14' S'-0" 0" FR� , � � 1 � ,' � C FERE MEE NG ' ' �ir . __ -_ - � - F L O O R 5 A D I T I C) N � , , . ,, . � � � i I � �, _ . , , ` � ,� B�EAKOUT R�30M. ' � r I � ! ! �� � ►, _ > » � i � � � • � 502 ( � � , - - 8145.4 � � I I � 1 8 1 0 , EL. _ , _ , , , I , , �� � , , N v / � � � �,. , N r1 �' + ' - - - - - 24 4�� - - - - - - L, I ' — — — — — — C � I i ' C , I ` _ , � . �� F 0 i , �- � i _ _ — _ �— — — — — — — - i i � n _ r n 1 O� ` \\,� � � � O �� � � -j ' ' 15R � 7 �"" = 9' ' RISE � , ' 15R C�? 7 2 -� -4 RISE � � ��''/ �.� � � 9 / � / � TEL /CATV ' � � � ' 14T � 11" = 12 83 RUN (12 _10" +) `,.��. \� ' � �,` /s ' ' ' Q � � 1 14T C� 11" - 12 83 F'!J (12'-1_ " EXPOSED I RECESSED ' � ' � p� ��� , I ( f t,, , 1 '� S � I I TRUSS ABV PANELS � � � . D A N E L 1` �A'•; � < < v � � � �i (SEE STRUCT ) � _ -- • _' _ ' ' _ ' ' _ " '_ � _ ' ___ �._ . - _-.-' _ ' _ � . _ _ � . _... _. -. , . �. - . �, ,� ^-.. . v _ � „ .. . � � � .. .r 5, � • _ , ,. � . . - ti , . _ .. ._ _ ' ' '' '• _ ... � �.. _�. -. � � /�-., '' � � � t y ( � � � F - ���siaNS aY zr,� � / � � �°- A Og C p ,� � , ,`� � H J K � �I = � /, ' ' '� � ' � \� � 1 � S ' g 1 � � W _ �I � W , , W �._. � � °� °' ° � - -- - - -- - - A a ' °- '° - --- ___--- -��- ---_ _---_ - -_.-L-__ ---_____.�__._..,___�._�._ ..��_.___ -�-- --------,_.�W._ -----�- -- _ _._--- -�--__ _�- ------- -- -- --- --- - -- - �__---- -- -- .___y- ------�--- ___-/�- -- ------ - - - - - - - - - --- - --�� -- -------� �— � 10 1 � , ��, � � .� ---- -_.--__�- �_--- �- � _ � . 4 _ _ ___._ -- _ ------ --�-- -- - �- ---- - ----- -----� ------- -�---- --- _ ---�-- ------- --- -- ------ - --- --- -� - -� � 19'-0" 26'-1" 29'-3" /25"-0" 32'-6" � 32'-4" ��i0 42'-0" 10'-5° 18'-9" 0 � ^ � - _ �,\ I / AVALA HE �t�� - � � , I �� GUAR �/�� � � � � , � � � � � � � � � � - - - � � �� �1TTER SNOW GUARDS ��. _ 1 I � _ _ _ _ _ _ _ • � � � � ' ABOVE GUTTERS � � ' � N I i ,�' � - �� _' ' _ - ��y FL OI� ADDITI � -� . � `{-' � 11 `' oF co , ► � I , � , _ , , t ( s � o � � , � , _ , ,\ �, ,� J � - ' - - ' - - - " �_ �� � ` �9 � I '� - - I � 1/8" � 1'-0" � EL. 8154�4 � ;� ' ° , �-��fJ I I ! - . , , L , ' �'/ ' �-- -- - � i i �� i \�` I � I • DAN Ei. J �A'+/ , � � o � I, � - - - � „ . , � � � � � ,�� � � � E � d ��,/ 2 - -- - - - - - � - -- - - - - - - -- - �1 _ _ - _ _ - _ - - - �,- - - - . - - - - - - - - - �? �S' �� � � � � , j, ' f A'�G � � � , � .� - � ;�.� ° , ° $R � 6 � E� � , ° _----- �� _ �' �� � _ � - 1 I � � - __ ��A_._ ;. ;_ -, 7T � 11' ATV - \ _� _ , _ . � �� I I F � , I � � _ _ , �` DN , ° � � _ ANE -� �. � s �� ' � � � , � ,� � I ,�,_�.rt �_�1.;._� ; , � y DN Y.� _i_, ' _-� __ .� ' ' � � I . � - _ - _ ' -- - - -�- _ �i �.� � I ` � � � STOR I � � � I, � . . I � ( � � �I 518 FLR. 2 � so2 y 519 (FLR. 2) �; �, � � I � , , , � , , I� � � ► I� � �� 1 i I , . �4 ,,, ,- , � ( � I �I , i � , i � ��. � � � . � � � � 'I \�� I - ' I '�/ I I o� I L � I � �\. � , �i , � / � — � C � F6 .� • — — • � � , , . . 1 � � 4 BR. TOWNHO SE N r �� / I� i � I � ii i i i ; i. , i I i DN RAI � � ti"J{N IO����S,ILL f s i i i i ( \ ���: �� .` � _ F6 BR 3 FLR 2 EL 815 4 = 832 S. �� I , � ,� I i r � i � „ � ` ,� EXIT 2 � 7'- " AF� � FLR 1 (EL 8145 4� = 1152 F i � -� , , � � �I - �7�-0 FF I , � � � _ 2 0 _ - I -� o = F � i � , �' ', Q � I� , BR '?�� � �' 3 �R � i��+�`+ -'- - � � � � - i �I � TOTAL � 19�4 S F EACH 3968 S . k ` � I i \ '+.. � �i � � I �� � � _ „��24 ,�2�,�� ,Q�X,34 , � , Q,!� _ � _ � � � � I \ � � ,�' i I � � R 4 B(1 2� � \ i � _ t 1 U ! � I � � I I � � I � ` � � — --_ — � II / \ I O + . �. c f ( ; / - - // I ELE , so� 1p�X134 � 11�X12� \ � ` � ' � v ' � ( i ' _ / � F6 I � \ ' � � i ` � f-�� , . . o , _____________________ ; ., . � � 3 � - ' - - - - - - - - -�- - - _ - - - - _ _ - _^ . ... _ _ - - - - . . - - - - - - - � , �- . - , I I I _ I I I � � i r'� i � \ � , � � j �� ' - — 'J I aP�.. �uo�o � , _ , � � �..1 ALK BELUW I L - � _ ++ � �� O i I- ��I - - - _ � _ - - - - I-_-�-�= -14 O" OPEN WALK \ M ER � ' � ` ��/ � � - �- - - - - - - - - - 126x14� �-T __ - - Y �/� - — _ — — � '_;--"_ -'__' _ ' I � Y+ -- �I � ` � � � i` /�--i i � - I � ' .r....�.., � I ——— ' � � ( � � ' +{ � � � � / � � � — - • � ! � j � ' • II �--I�-�_ - L.{V I i� — —�— ` O � � � VALANCI�-IE GUARD , , 3 KITCHEN=TTE � � 'r{ i � o Z ; /�,' i ( � � I � l„ , I •+�Q , I _ _ BOVE GUTTER I /, i I 13 x19 � Q�� _ R O O L I N E A B O V E ' ' Al2 , I LCCK-�FF � � r , ,� , � , ' U ; -� i � � � DOUBLE GOORS d , , C A T H E D R A L , � i o � , � � � i - - - - � � � - i � ' ' i I; � ,�`--CEILING B ALC� � a � - o e I 4 BR. TOWNHOU�E ; `° � , , I/ ! � � _ _ - � ! ; ; __ --"i 62� �F'I,R. 1� � ���\ 10'-0" ' 7 x26� N FLR 1 (EL °154. ) = 1 100 S F ^ � �. , , -- � � , J ( I i ! I 4 - __ - _ _ -- I -n:`- ' . \.� �' _ .._ ` � FLR 2 (EL 81 63. ) = 830 S F. � I / � Al2 I � � _�' � _ i i ._ . --i i ,\ ' � / � .� � ; �w . � -��- `\ � i � �J 1 �.— i � tJ, , � � ; I �,`; Ii ; \ i � � 2 TOTAL Q� j 930 S F E{4CH = J860 S Q I � I r _ - _ CON�RETE TILE - � --- I � ' � ' -, I ' ; � -- \' , �� i i i i i -�-� - -� ° ,�i i DI N ��--- i ,� � -� R�� � ' � II � � � � _ _ ti_, _ � �� � � � I ��„� � I I - ; ; � ,- - _ _ � i � � � ; ; �.,_• (� � 95x108 �---' ' � I z '/ I I I - - _ - � = I I , � � .,� _,,,. � � � � �� I 1 � , i � t - � /' _ , � � ' � _ i P -� o-� -� �i i � �- �-�__-_---_ _�_ = -- � _ � I � � � � - I � � � - - _ _ - - � - - - ---- � �. _ _ _ _ _ - _ _ _ _ _ _ _ _ _ _ _ � _ _ _ _ _ _ _ _ � o ; --t--- - - - - - - - - - - - - - - - - i �,4 _ _ _ � � � � � N � I�, � , , � / + _ - _ I U P N,1D10 APPL I 1 � � / � _ - { I � , � _ _ I � / \ / — � ' 1 � � � � { � , i _ � I ' IE �� � -- � ---, �� 1 �� ' I � I ' 1 I I I I I i -_ I � � i / I - � { I ` � _ .t , . 4{,_ I I I t I � � _ 1 � / - - - , -- � , _ , - I I I I I I -, -' , I , _.�__ � � ��i � ` I I � _ l� � � LI V ; .' I � il � �\ � � i ii i _ _ - - 5 - -`, / J I � r � _ t 13�x 196 i �� � i � � i � - - 1 , I � _ � i � i � j �� � � �� 1 � � i �- - -� ' �i .' � � 1 � � � � i Al2 - , � _ ___ i �� CATHEDRAL i � \ � � , I i � � i � � I � � CEILINv _ i � BALC �` 6 �/ - - - - I - - �, � I K CHENETTE� i i -�;E\------- -I -7�x2 '� � � , � � 4 - - - � 621 FLR.1) � � . � � I i � �� � N � I I -' - — =1 � Y _ � I � " I \ I �� — � , � � I _ II �� ���-�� � � �' ' f I I �I , _ 1 - - � '' � , � ' I , � �, � M BR t i� .~�� , `� ' � i ' `� � � � � , ' ; � , BUILDING #2 (TYPE II ONE HQUR) I � ' 14�x144 � � I �+�.� � i `, __ i ��I ` 1 I II II - - ' � � � ARFA = 34,438 S F � I ' , 'i, �� ��. � i ��`-- --i-- , \ � � � , t � i i � i , DIN � i �i ( � p� � I _ - '. � 5 STORIES � , I LOCK-OFF i � ;�__ , P i �__� ,, , ,� � - - � � � I � DOUBLE DOORS � ' - ' � i 5 a � ' - I _ - _ - , ; , ; � � ' ( � � � 9 x10 i, „ i , � I � ^� - � � BUILDING 2 TO HERE ' _ ; ,i , j BU�LDING #2 TO HER� i '" � � ( # I \ � _ - ! � , '� ' , � I � i� ,i �— p� J � i I�� � ; � ` � � , � r _ _ _ - - - -- _ -��--�--- - -- -- -- - i- - - - - -- - -- --�- _ _.--� - ----- - - - - - � I �- -- ---- , � ' � - ! } , BUILDING #1 T(� ,MER � 4' OPEN WALK (CORRIDOR) � , ; �, , I � ', I , �' ' , � OFEN ' BR ' i > , � - -- _ - - � _ - - - W , i � � � — s o I ' � ; ; UNIT 622 BALC I � - - �` � I � � , I � i 9 X12 K ! �� 5°X156 �� � I � � � -- - � � - -- -- - - __ - { I �► � � �✓ 1 ' , � i.. � ...t � � � - - - - - - - - ; _ _ -� �_ __ _ �-- -- , � - - , - - - + � ' � '� ; � 485 S F , � � � ' � � i I �+ �� ------ , � � � � � � 1 BDRM. EMPLO�EE FLAT II i - -- i �� � , i LIV/DIN A„ o � t �� � � I 7 � �85 S F EACH = 3395 S.F I i � � � � -- I , � 10�X15° __ , . � - ' _ _ I I �; ' � � � � � , � , , _ j j � O1 BDRM/BATH ADDITION ;; ' ��� „ - _ _ _ _ _ _ _ „ t , . � �- _ z 7 � �3 O S.F E A C H 161 O S F f, ' p , , i ' �{ � BDRM ADDI'�ON 601 + � f I � � � TGTAL ADD�TION' = 5005 S F ���I�I N I � `�B � "�� � � I I � L. � �_ __ � ,, � I _ � � I B1.11�DING #1 (TYPE I F R ) , , � �_t' �� __ ___ �1_ � �-;� C 230 S.F 2 r, 2 I ' - � � 96X1 � �� � '��'. A1 � _ � i AREA - 60,685 S F I - , I1 i � �' A1 1 O ! - � T R + M ZANINE � � �I ' S� �I — I � � ----- - - - ---- - --- - 7 S O IES EZ - -- - - - ----- - - - �--' - T - - - - - - - `� � � 1 6 - ' —- -_ - — - - - ----- -—'—T—-�-- - I r - - ---- —'--'—' i � � I _ ` I Y I � - , � � � i , , � �� � , � � , , W � _ - � _ - _ - , i I _ _ _ ' ; �� � � - - - - - I - ^ ' ( EXISTING ; � I - I - ' - , , . I' l I I � � _ _ - - � � � ' � � _ _ � ' UNIT 601 � � � - � � -----�---- o �� _ --- �- , � � � _ _ - - - _ ---_ ---�-- _ - — i . _ � , i � . � oo � 1 :`�► i�� _ - � , , � , � ; ry ( , � � , i � " � � � - — - — _ _ � , � i I � ; � � . , � I 0 I ' -, , � � � �� — -- 1 , . . o � � - _ `-- - -- , i � I ' - - ' 7 �-� `� � I � ' HAVEKOST+ASSOC } m . I A R C H t T E C T 5 PC � � - -- � � �i I � -� 1�21 GRAtvT STFEET , _ - - - - -- � , I � I� � � I( I I ^ DENVER. CO 80203 r- BUILDING ,#2 TO HERE I I � sos / sei-� i2i - - � _ . I � , _ - � : � � � � � � � _ _ I DATE 7 - - - _ - - _ - - -� -- -_ - -•- - � - - - --- - . - --------�-�-i ----- .- -�._._- ----�----- - - - - - - � 1 - --- ---- - -----��-�--- i -- - - - - ------- - -- - � - -j ----�e-�--- 3/10/00 � —�-- o - _ -a_ _ t r� l � I , i � , SCALE i i ' - _� - _ '' 1 - i _ _ _ � j I1 • ' I ' , I � �1 � ' I /^)�-�l_O)� ' T �-l� � Ej v �� � ' � � f --� � � � i�J � , f � � DRAWN I , I� I i ( � � I ; I � ( T.K ' I I � � � il� s li I 1 _ I I i I ' 1 'I � I � � ; - _ , F - - - �� I � , � � I i �� JOB ANTLERS � - � � � � � � ' i � i � f BUILDING #1 TO HERE I� � j i I ; UP �� �.� II , � � I , ; I � I I SHEET � ' � , � ; � � -- — _—_— ___l _ � � , - ,- � �L� � � I, i � � �' ' ��� . � �; _�' � � ;—� / .� � - - - �i i ! 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I—J I qg � � , � �� -�` I ;' r �� O C MEMBER W W-10 BEAMS � `�� ' ' � � • , I � � ,� � / C / ) � -- I _ CRICKET ' � , i� N ' � CRI��KET- .- _- - --- -- T� � � % � �� �l !� ' -- � � � I '� p -�� � ` � �� . � � i � � '� �: 20 uZ COPPER GUTTER W/ ACE � � N N ' ` �� �, �-� / � , �� � �� r- � I� _ � � � cD� I � � � - �j�-�-� � � � � � � I � � , , ,( I , � ; . �,: ��--� �. � � � �� �-T� I � W � I � - '�,1 - 1 � ' STL TUBE GUTTER UPPORT CON'T � �I � ` o / A9 / � I � � N ,� � � � � i RIDGE VENT 2x6X8�� BLOCK�� � �� o � MAX � , '' � - � , _1 � � � � --- - ---------- -- ---- -- - �, . � � a I I 6 1 2 6 1;� �� J � ' � � c� � / � � A9 SCALE 3/4" = 1'-0" _ � �'�� f � �J � � �� I f � I {�ON� TILE ROOF'G �\��:\� � � \ A9 I I` � � , II \I � � t ���� ` � � 2 i cO.L I I � . 2x2 SLEEPERS �� 24" OrC , ����;;-�_ � j ' � � � ' I ' �! � _ ' I � �, � - , 1 I \ A9 � � i ;` 40 MIL BITUTHENE MEMBP,AN \ � �`-�,.r ,��� � ;� � � A9 , � � ' � ; � ' RIDGE VENT, TYP i � ON 5/8" EXT PLYWOOD � � r;.' , ( � � � ' � � �9 ; 1 -1 /2" 20 GA STEEL DECK �� � '� `� % `�"`� L TUBE I ' , � , � .,� � -- - - - - � , � , ,, � Q C 10 SUBFASCIA � � / '� , � 2x12 FASCIA ` I ' -- _- L - �_ _ � RIDGE VENT, 5/8" E=XT PLYWOOD • ��. _ _ _ � - - - - - --�- - - ---- - - �- --__ __ _-- --- --;----- -- -- 1� WITH 40 MIL 81TUTHENE 5�8,� GYP SHEATHING W/ T&G �� �{ - � --- _- _ -_ _ -_- _ ---_- - -�- - - � 3 - _ . I � I � ' VENT, CONTINUOUS CEDAR SIDING AS FINISH SC>FFIT COP ER FASCIA 6/1 2 6/1 2 � � A9 � � � ( , i i � 2'�X3' FASCIA W�f � ON 1 -1 /2" HAT CHANNEL� I E— —� ! I � I � I � COPPER FLASHINt:, .',.� �,���, O 24" O C , TYP , � , CRICKET AT ROOF I I � �- � I INTERSECTIO , , - + � � � 2"x6" CURB W I �--- - -- - — - I ' FLASH W C�PPER �I � � � I ! I COPPER FLASH NI G � =� � - 6 GUTTER GUARD __ _ , _ 1 � ' A11 ' I1 T ;_ . � � ��� _ _ __ - � �'� , � � � CRICKET � � , � -' %� � \\ �`� A`� „ _ ' " �SNOW GUARDS � I , I qg , - � _ SCALE• 3/4 1 -0 � , , � � 1 1 � � � � '� �� '� ,� � , ABOVE GUTTERS, TYP I �/12 4/12 LL ' � _ ' L -� ���'�� 1z 30# FELT OVER 40 MIL A9 ' EXISTItjJG , �� �) 5 � ° 6/1 6/12 � 7' � ���6 BITUTHENE MEMBRANE, TYP , ROOF tOF � qg � � I � � \� CONCRETE TI� ROOF SURFACE � , STAIR I ' � — W � , � � t � I � � � 2"x2" SLEEPERS � 24" O C TOWEl� � �>/8" EXT PLYWOOD r .� 5/8" EXT PLYWOOD W/ 30� F � � i i � � t � � �� 1 "x4" BATTENS I CR�CKET RIDGE VENT, � TYP � � ,I, � " 2-1 /2" METAL DECK � � � , CONCRETE TILE ON 40 MIL BITUTHENE MEMBRANE , � , + I I � 10" BATT INSUL_ATION W/ VAPOR BARRIER � 10" STEEL FRAMING I ' ' � � t � , , - ,� C 10 SUBFASCIA � I , � ' �/8 DRYWALL ON HAT CHANNELS � 24" O C �,, � (SEE STRUC ) _ , _ � � , 2 RIDGE VENT, TYP � ' � 2 � A� � I. �� 20 OZ COPPER FASCIA OVER 40 �,—� F— � � , 1 � 1 5/8" DR`(WALL �ON 6" METAL STUDS �� � ` MIL BITUTHENE ON 2"X12" A11 , , _ � ___ __ __ _ , _ _ 24" O C W/ 6 BATT INSULATION �� � ,Q PRESSURE TREATED WOOD _ _ _l_ ___ _ __ _ __ _ _ _ i _ __ __ O � � � 5/8" GYP SHEATHING W/ EIFS ON \�'��� /� 20 OZ COPPER CLEAT, C�NTINUO� EXIST�NG PARAPET_� � � �— � ,. ,.�. . • i '' '` r � ( � I 1 " POL1'STYRENE fNSULATiON �' ' ' � � , i, r; .� � , SOFFIT VENTS � EXISTING ROOF REMA! S i, , I ---� i I � � PER CODE, TYP � � � '�- r f � - i „ �� ROOF RAKE EDGE DETAIL � � { + � , A9 � 5/8 GYP SHEATHING W/ 2 � ha��- ���` � 7 ; , , ,� ,�_ :, , � � Ag � , ,, 3/4"h5-1 �/2" T&G CEDAR A9 SCALE. 3/4" - 1�-0" � ,�, , � � � � � l SIDING AS, FINISHED SO�FIT , � 4 � ' � � ROOF EAVE DE�TAIL �24�, 1O/�' HAT CHANNELS 5/8" EXTERIOR PLYWOOD 6" POLYSTYRENE INSULATION SECURE WITH ADHESIVE I � ,r, r ; � z ; , 1 � OVER POLYETHLEN'E CONTINUOUS AND SEALED f � � ° � , ; COVERED WALK/�OBBY R F BELOW qg � „ _ , „ CONCRETE TILE R OF SURFACE 1 "x4" BATTEN i � � ' � I rN , , , 40 M�L BITUTHENE ICE AND WATER (REFER TO SHEET A ) SCALE: 3/8 1 -0 CONCRETE TILE ROOF SURFACE ; SHIELD (FULL ROOF COVER) , „ , � 2X2 PRESSURE TREATED ' �� ��'�s%=' 2X2 PRESSURE TREATED SLEEPERS � 16" 0 C ' ; � � I ( i � 2 'x2 SLEEPERS � 24 ' O.C. ' � ) 5/8 ' EXT PLYWOOD !t�`}�- MIL BITUTHENE MEMBRANE � , �� •C� �_�� 1X2 PRESSURE TREATED BATTENS 1 � 30 FELT OVER MEMBRANE VENTR SPACE 'A y � �Q� �f���r ,� r,, 30 FELT OVER 40 MIL MEMBRANE TYP ,F' _ 5 8 ' EXT PLYWOOD DECK � ?' ' I f r ; � WD SLEEPERES @ 16" O C +rj -, ( ' � = - ' , I # �4 'x • r, Q'C,� fl:��i ,�;,x,� # r`�'z- �_ HAVEKOST+ASSOC. j � � � CONCRETE TILE ROOF 40 MIL BITUTHENE ' 0•Q {rJ,j�,r� # , _f 7�.= A R C H i T E C T 5 PC � SURFACE � MEMBRANE 6" INSULATION W/ �O . ����< - � �� ��2� GRANT STREET , � �`t�x�t s 4 DENVER, CO 80203 1/2" GYP DRYWALL Q, t�`f�����, .� 303 / sei-i�2i , � 7 - ��` — - - - — �- - —. - — - -- ---- - - - - - - ---- � 6" POLYSTYRENE �, F, 20 OZ. COPPER ., � �• � "�`�_� ��1� , 2" 10" PRESSURE F;;=_��, },,,������{;�� FASCIA COVER 6" METAL STUDS � 16 OC , a �, DATE 3/10/(�0 � I � � ) � �--��--, -- f� OVER 2x12 5/8° TYPE X GYP BD CONC PAINT SOFFIT -� ' , �� i ,� � � � i� -- - - - ---- - � INSULATION PRESSURE � � 8' P�ECAST �i T EATED WOOD f � � � NEW SCUPPE � ;� f� �EW S UPPER THRU ,� T � � TREATED wOOD 6" BATT INSULATION _ 2x12 PRESSURE TREATED 20 OZ. COPPER FLASHING SeAI.E VARIES � � � � XISTI G CONC. STAIR ! I �� ,� ` FA,SCI� ANCHORED TO CONC C� i �� i 2 � ; �; 8" PRECAST HOLLOW 5/8 EXT. GYP SHEATHiNG 24' OC TYP WRAP BITUTHENE DRAWN � ' � ; , �ARAP T 1EJALL A9 I - _ _ '_ CORE CONCR�TE � 2 'x6 x8" BLOCKING , - �, `� AROUND FASCIA ' " M.S � ' NEW CRICI��T ! 1' POLYSTYRENE ' �� !f, ,� , , � . EXISTING ROOF � 4` F�SCIA CO ERER � 48" O.0 �OB ANTLERS ' E' EXIST{NG ' ' I ' INSUL W EIFS 20 OZ COPPER CLEAT _ 1 , , i I� ROOF OF ; I---t -- ------ - --- - ---- -,--- -- -- ---- --- -- - � � ,- - - - - - - - -- - - ; SOTA RL TOWI R & � CONTINUOUS SHEET ; ^� i: TOWER I± � ' ` ' � � � � ROOF RAKE EDGE DETA�L ROOF EAVE DETAIL FASCIA DETAIL �� �� ��, I ' � � � ---- -- -- - ---- - f- - -- - - -- - - - - - - - - -- -- - - . _ r - - -- - - _ -__, - - � ----- -- ------- --- -.--- - =--= -- - - -=� ,-- �- - -- - - - - - - - - - - --- -- - - - - , � �; �� 4 3 5 _ - � - - - - - - -- - - - - - - -- ---- - --�- ------ - - -- - - - A9 SCALE: 3/8" = 1'-0" A9 SCALE: 3/8" = 1'-0" � A9 SCALE: 3f 4" = 1'-0" � ', - --- - - ------� � �I , i � � � , . � . , ,�7' r , _.�._. ...-�_ �-.-..�.. � � _. .T ._._.� _.� T > >. � _ �.-_�.. _ _____� _. -- _ - - -- - - -- - ------ ----- • .� �. , ,. _-_.. .r . . �r r _ ti r 1 �-....� . . , � _ �•-_ _ ,.._ ,... _ � __- _ -- -_ ' ' ° _ - - - - - ^ --.._ �-_..-. � - -- - - - - -- - -_- _- _"' -.'-'-' ' - _ - '-_ ---- � -- - -- - - - - - - `- '- � - -F �+- - ���� 5i ^��i � t � � � fR � j �,r`+. _ � , �; ��� � _ . � � , REVISIONS BY � � � � s �� 30'-0" � f : � � � BRACKET ON FLOORS . � � � ;, 4 AND 5 ONLY 6' WHIRLPOOL TUB (72x32) ; { ; � ' � — — — — �— — — — — — —— — VENT PORTRAIT ACRYLIC FRONT PUMP ACCESS � ' ' - - - - _ - �—.---�-_��.���-:�—��.�T�—�;�- � � - , �a-'�-`v�'�-t-"�-a i •r�.-a-''�°."v-r-•Y-°'-s--z'Y-"�r-'�a '�� �-''a--'�-r'-`v-�'v z-�v--�'�-a-r't�ti-a�x-�c i � � � - -- - - v � � � � � U N I T S � � � � N� ( G,�S I� � I I FURRED SOFFIT � i , AUDIO� AFPL. �� I� � 7 -2 A.F.F., 1YP. , o � �� - -� STEEL � � I� � x O 8'-0" A.F.F. UNIT 514 I i j---�----�--- _ _.._.i__-�_.__. �____.r.r_ � � I 10 0 7 � � � I 3 2 � , 4 2 2 , --�---, � �--;�-�-- �, , � � \ P'ICKET RAI L � _ .__� _�_���-.__.�__. � i�'-T- 'n � � � � f - B D R M . � 02 ►� � �� _...��._�.��_�_ � � , � , , - � � ,r� `J � � , � � � � + i ;p ---�__ -�-;�--�--�--°--r�--�--- , � � , o� �o o . 04 p� _ _ _ �I �/I N G i � __!� i ���2 . ;__ � MASTER BDRM . ,��. , 9a � , u ., i , ' 96X12� — _ - -- - � � � BALC - - - - - - - — - - -- (� i.,, , , , + �� O 1 � r �-j-L J � J� � i ! �� �cp O 09 �_ / � � ' � � � ... ,, ,,, , ,, ,,,,, , �- - - - �-_�._�_,^�_�_�_ _# �o , 6 p �` j E, � 4 - 0 6 �1 1 5 �; f t f i N : �' '�'� , , o � REFRIG d i 5 X 15 � , 12 � X 18 � �._�.__ i__f_�___ � 8 +___ 10 X 15 � . � � , 4 x6 �, 11 _>OLID WOOD RAIL � • � � � 1 �� � 48 5 S .F. � � � CATHEDRAL CLG. ��__;____ _.�___� c�f , � CLO � , _ _ — _ �' VV/ STEEL TOP RAIL �p UNIT 515 � OWNER `X � �'�� ; Q5 O N 03 RO GH l�( V D i N I � � � \ I = o O � °� � , � �,� ± �;; - i N w/� � I x Q � I � '1 1 N 1 2" B E N C H � ' r o 8 � ON -p- ` I — � r 6 X6 O 1 -- T�i \R ��� - -- - -- - ------ -�---- --- - Zgx6-g-- - - ---- - -- - -- -r � ' � � 06 � - 9'-5� r-- f--- } � r ; �; --�- � :� � o°x� 5° __09 vEr�T o o UNITS 3 �', 41 �� , 515 " ,o � _ �_ ' 3�-0• 5• 4•-0- •„- 6 7 x 2 6 � � � os � ��� � � � ,� � a / o s � ��fi � A; , { �- � �, � � � � I x6 j • t ' - - � .��, :� ,� � r- �� --�_---, - — �_ - __ _�__.__ r , I I� ,--� i � ( �`SO U N D PAR�1Y V�ALL � � � . /� � �� �.r�r�--'~ � 4 �-� - �` CLO. � ` , f �_"���� 6+`° ; , „ � FURRED SOFFIT � 7'-2" A.F.F. � + / I I W i � � � + �"'"� 9�� 06 �O \ � f ,, � .� . �S�UND P R ;--- ---�- `k�__� 34 8 t /� I I I � ;�� ( I yf 4 � ,.�z , �� . �, ' WAL 'I i � � `� � � _,._� � __ �_ ! N � N �._' , 3 I �; _,04 _ , _ � - --f - - - - - - - - - � o + �� "�- 04 f _, , � � ^ O � �__ - ,- -�- ; BDRM ADD N 201 , , , , �DINiNG � I o � - BDRM . � � �; � i -j- f _ � . �, , , , , o i � , - , --- -�--�-__�-_ � ; ,, . ,,, , X --�--- �-- ` 02 0 � � - ---�- o s o� � a . y �-.� ;N � ► � _ _ _�� _ �0 301 , 401 , 501 , 601 , 701 I � 4 , a � '� `=�_i __ �._�__ ' �-- , i � o 0 0 , , � ;�� . , �- 1- _ -+s c � ��o�N o2 � I 9 X12 I � _� '___ ,03 _---{f ( —~— �; 9 X14 � ; . 2 �- - — _ �L 0 I I `� � i� O� 230 S.F. � � � Q X - ' � o s 01 I � rt\� --;-�--, HOWER ( � 3 � ' � ' s 3•- - F° 2. . ._, - •-,o- I ' ( ( , � ; � � 08( � :, � - 3 x6 � 4� 0 � ' ` � (I O O ( 05 �Q _ _ FURRED SOFFIT � � i � 7 -2 A.F.F. TYP. � ' �' � ` 3�X6$ I I� »X �f , � 9 03 9 X 1 � I BBQ I � � � � 34"x60 � 8'-0'� A.F.F. UNIT 514 ' , , ,,` � , , , , , , , ,,,, , , � � -- ------- ------ � ( ) �°_I Q , � - •r -r= a-=v- '-�c--'-'v--`�e-°-a-'-v '�-a—v---c �"--P-°�v-�-�-o-'-a-'�a--�-�-c-�r' r=��a=a-'�a--d�a--'�-c-� c =c'=a--=v-'_a s'-vf�-r-�'c - - - - - � � ' _ f - ---9-Z•-- - 3•-� -�--------------------- 20'-10' ------ -------- ��•-4•- ( ' i � ,� � , � ` - - - - - - 33 -o � BBQ I � - - -Q---Q - ---� 4"x60" I �_ _ FURRED SOFFIT C� O ' � �i __ 35'-4" - - -- � ( � � Q Q5 � 3 - - -7'-2" A.F.F., TYP. - - - - � ( l � ---- - - ( -,--� ----r--- i-��-�- I SHOWE r`�O (8'-0" A.F.F. UNIT 514) �..J ` �f � I SOFFIT LINE ABO�E �� � � I . � CONTRACTOR VERIFY WIDTH AND LOCATION � I �___ �.� __�� T I � ��___ ___- --- i ; � � ( DIMENSION OF PRECAST WALL OPENING � � �( o ' � 03 �� I � �--�, - ' - 2 x6 B D R M . •• ; . 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U N IT 514 , , � 11 ° 8• n� EXTERIOR STUD W ' I ' ---j- ° i -r N WALL W/ POLYSiYRENE r� I + { ' � � � �� iv �-� � ����,.�n�+� J � - � � _ __ _- __ _ -- , , , LI,�/I N G � F ; —►� ; � j�-���'�� � o _ ---- -'r---�--�---- � - - • - -- - ��, � a � � I 1-_-_ i _ __ -_� �� � �.J - ; ► � ��� , o, , � � -�- - �$��� -,~-,2 -� iu� � gO MASTER BDRM . � �- - � � - - - - - - - - - - - � 12> > X185 ' � , ; --���'�� --� -� --;----��� � � � : � SILG..HT. 113.0', I N � I � _ ,_ _'� � _j, _ : ; , 09 W � ' -• ---�---- - -* . .� i / ` � � � � � ' ' ° � ,•-o- 4•-0• ,•-o• 3�.0- ,•-o- 2�-6• � � _;-� -�-i-�--�"-- ` 10 6 X 15� � o ,— � i _ _ _ _ _�__ ' I � � ir ; � � � � � I � --T--;-�-- - �-; --r- ,_ _� __ r � _f �f _ �o „+ � o � �� UNIT 12 � � � _ __ i � � _ _ _ __��_� �� _ _ �,� , I� � 0 Q � B D R M . � 0 2 � __- -� - ------ __�_�__ �� _ � W �--- ----- �- �, �� I 10 I o FURRED SOFFIT � _ _ � i � 0 4 � / �� I a�� N� I G�S i I! 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PORTRAIT ACRYLIC FRONT � i ��� � � "' 01 FLOORS 4 AND 5 ON Y � � �,l _ CLO _ � x � _ — —_ � � STAIR TOWER � � o � t �;� 05 O iv 03 N yy�p 10�X 15� � GRADE � ,SILL 1 ` o g � 112.0 46'-0" O 1 W � ��' ' 06 6 x6 , , � ' C ' s'-s" �� , ; � t� " � VENT ' � r 3'-0- 5' a'-o• -„- e z ; E - � ' t; � , � 1 \ � l� ���� � �� J- ? - � ' ��SOUN� PARTY WALL :�.�., �,�� I � I� '----�- -� � , ' FURRED SOFFIT C� 7�_2» A.F.F. . ; U l� I T S � 14 414 514- � 15 415 A1� D 515 . � � S UND P RTY � ���_ ��j,� � 34' 48" ' � I � • , �, ; I WAL --� f , I — -9 9 9 9 9 , K I� ' �04 ; � � - - � � ,, � � 7 I �- , �� � , �_�- '' � - � -- {-- �� � o--- - BDRM ADD N 101 ' 1 4„ = 1 ,_o„ � x � fi ;� ' ��o � / � ' ` N L L _ � --' -:-�t _ _ 230 S.F. � . {, O2 �_ _ #6' � _ _ _ ''��N; 02 , °' i L E G E N D � � 3•- •_� 2� ,� -, ��� " -,o• — O 94X 14� ' � 0 8 � � � 3 1/2" METAL STUDS � 24" 0 C. W/ 5/8" ' 1 pg � II � � 3 x6 3�x68 � �j "X i� N� 03 DRYWALL EACH SIDE � � , � ,�, � , - - � - � 7" REINFORCED CONCRETE WALL ; 9'-2' 3'-0' 20 10' 2'-4' ❑ 33'-0" � 3" Z CHANNEL FURRING � 24" O.0 W/ 3" - POLYSTYRENE AND E 1.F.S. FlNISH 35'-4" _ _ ,� �� 6 METAL STUDS � 24 0 C. W/ 5/8 GYP a { !'--- 1 w p ~ w ARCEHIOSECT�SPOC. t CONTRACTOR VERIFY WIDTH AND LOCATION ' SHEATHING, � POLYSlYRENE AND E.�.F.s. „2, cw4xr srR�r DIMENSION OF PRECAST WALL OPENING ' ORYWALL INSIDE w DENVER, co sozos OUTSIDE, 6 FOIL BACKED BATT. AND 5/8 303 / 861-t121 ' �i REINFORCING FOR FUTURE GRAB BARS DATE -3/1 O/00 { i � � } • ' i , � t� _ ' ' � E l�I P L � Y� � V �T I T 1 � � , SCALEI/4„_,,_o„ ; � f , --, . � 1 � 3 1/2" METAL STUDS O 24" O.C. W/ 5/8° ' ` DRYWALL EACH SIDE, RC-1 RESILIANT CHANNEL ��WN K.R. s I ` � FURRING W/ ADOITIONAL 5/8" DRYWALL PLU� � ` L � � 1 b V � � A D D I T I 0 l� t.J 1 �I � � 101 , 3" THERMAFlBER SOUND BATT IN STUD SPACE JOB = (50 db RA71NG) ANTLERS " ��' SHEET ' — ' ' ' ' - �� NUMBER INDICATES ROOM IN REFERENCE TO ; • , ROOM FlNISH SCHEDt1LE (SHEETS A23 0—A23.2) �� O ' 1/4'�� = 1 �—O�� , ` � NUMBER INDICATES DOOR IN REFERENCE TO � � �` �.� , O DOOR SCHEOULE (SHEET A22) � { , � f� � IJ _'i _ ' _" _�' ' _ _ _ _ _ _ '____ _ _ _ '___ _' ' .- _ _ _ __' _ ' '_" ' _ _ _ ___ . - . _ - _ _..�_ ' "' , " ._. �. ��._..' " '___• '___� '_.� __ _ ...'._ ' _ '_ ' '__' ' " _ _ ` _ __ __ _ __ ' _ '__ ' " ` ' _ _ ' ' _-,- _ " __' " _ ' _ " ,• -,r� , - r . I • � •� � , REVISIONS BY , , � � � , . � � 5' JET TUB �� 42'-0" 9'-6" ' PORTRAIT 60 x32 � � � ' 42'-0" , `' VENT (NOT ON UNITS 317, 41 ) BRACK ON � VENTS BALCONY PLUMBING CHASE ABOVE � " (UNIT 621) FLO�R 5 ONLY , .��,d a�•a �'-v '�ar-v=c��a--e a—`'a a�a -r��=e '�-v , _ _— — — � -- - - -- -- - -- -- ' Q � �( � N� � (� '' l (I q I I _ _ FURRED SOFFIT � � � - - 2 FIXED ��� N, '� r� � AUDid G S �P L. �� �; II � 8'—o�A.F.F. :. � SHELVES ��-�AUDIO G S �P l. �f d�n f -�---,- -�- j - - 08 �0 9Q -- --t-� �---, --;----�---; � TE R R A C E �. ;' � --_ s I �� � — �—�.� - - -�-� �, � � �i ; �_7�T=��___ __ __�__--!--�-- -�------- —�.--� �� " 90 � _�. __1___,_.__- -------1---�---- __ _.__i_�.__�_ � , . 1__ � ;�-- --!- 1.-- � � 1 �- - �--�_�---� � B E L 0 W ,�y ' o '� PLUMBING _ 1�_�.___ D I N I N G PLUMBING 2 ADJUST. LI VI N G � � L I �/ N G CHASE, TYP. _` , __� _ � 1_� ��__� �� � 0 02 CHASE TYP. SHELVES �� � • D h E fJ NA� � � , � -� , , , M ASTER BDRM . __`p ! ___ _ � 0 , - - -� - - - - - - � 1 ' � - ----�'-��i--�-�---�--' ; 09 �1.._-�-� - i �� ° 0 6 10 6 � � � E �� , o - �--�_� J' ��__��o o � L���- - � 10 X 10 , a X2o , ,� . �__ _ _ __� E ��� I �� 12 � X 18 �_�-=�-� ! Qr� o �N 1 12 X 132 � � il �w � , I � i � � �---- � , , __.� -� . ,. , -�--� � �-- _ U N I T S 3 21 , 4� 1 , 5 21 , 31 � , � �� � UNIT 517 OWNER � � � 3 �� 68� ► �T�� ����a � � , � � �, � � 06 N � ;. , , � � {a3 � 317 , 41 � , 417� . , , , _ � L_��__ _ __�___,__4___1_ � � s 8 8 8 - - - - - - �_; I � O EI�SCFINIOHUMN W/ TYP. ON � - - - - - - - - - - - - - - - - 2 x6 2 � — — -- . � -� ---r----�---a---_�-_._�___ 6 8 3�Xg8 � ��� � � Q 61 1� {, „ I � 2 x6 � _ e' FLOORS 3 & 4 ONLY , , I � 04 C - - Q • 12 BENCH � � / - - - - B L C . � � sx68 " 2 � CLO. �-'6 - � OWNER � 8 3°x6s � � I _ __ _ CLO. _-_—�- , 4ox6s ,. 0� - - 09 � � o � 0 , p / ' r - - _`_�_r � � - - { 3 c`� 07 cv � 1 1 N 1Q _J O ' �� �,�',6� � i� I ; �— �—. , 13 ; ti`X O ,. - ----� --�— , � ���.� � W , -!� I .. ,� � I � � �•, , 4 a , ' � � � fi1 �� m � • / l�____�._ ___,— - - ,. ��. ____.� � I r � p �-, _ r �;_ __ t , - � � � 4 fos 1 - -�-��-� -l-�� TE R R A C E C� , �. , , � , , � , , ,. -�-� �._ � � � m M � S T E R � o , , { � � i,_ , , i E R , -- --,� � -�-�-�- � �� ,- ; -�--►--} --� � �� B a R M . � � -�-- �� - --� O B D R M . o o �. � - r �-�{� - - - - - - �' i �� � ° � _� �L__{_ , ,,2 , ;�� Q B D R M . c � - - - ---�---�-- - - �--t--�-- N 7 x 19 w Q �, ti -� D I N I N G � � � �T- ;03 � i �� �---� --��� " �' 05 ► - ' t- 0 F-- �/ . ° -. -�--�- ' ' M1 -�� ' 2 � LL � ',; 02 � ,-- , 1----F----�- ---,----4 ' -�---' --i-- 1 1 � � � --�_-r-- _ � i I - , , � � � �; � __,__ fi f _ , T� I , �;s 0 10�X 1 1 � � I i i ---� � }� { � � i i i I 1 1�X 13 8 � � } �`� 95 X 1 12 I � � , - �--��---�- �� � __..�__; ,-�---�- �.�- - 92 X 10� o � �- + _ � _ Q � O ` ; , � I I� � `4 � �V� ; T I $ � � �' 0 4 ( -+--- --- ( °° � I � --;-�-----�-----�--�-- ____--._.f __ , d- 06 I , i � I � � HOWE � � , , �3 � � 10 � PLUMBING CHASE ABOVE � I �, � I � � _ � _ , `, - - - - - - - - - - - —I � � �I � °�r� O BB UNITS 516 & 517 - ' � � � F RRED SOFFIT � I ( Q � � � . BeQ � �I� o O � � � � - � � » » �� l � � 0 �' . _I �Q ,,�--�± - 4„x60 % 7'-2" A.F.F. 4 x60 � --- - - � , f__�`�'J_._i_ P .--. -s a.- - - VENT I-f�� U _ .<-�-��-.�-�-�-�-- .-�- - �' ^ - - `" - '—� - - --- - - � � ( � � , PLUMBING CHASE - 6' JET TUB PUMP ACCESS _ ; � y , PORTRAIT 72"x3�' N/ GAS - -���i „ ry , AUDIO , }-- ., ---�----,�--,--- , --;---.-- ---;-�-�t i , � ' s i � ') ' , �.�!�w 4_�__�____�__f.__ L__i_._�.�__L_�---J ►�y � , � � � z ; � � UNITS � � 1 4 � 1 5 � 1 31 � � 1 `� 41 � 41 `� . _ . U N I T 5 � ( i 9 9 9 9 9 9 UNITS 316 31 "7 DETAIL I .� _ � � , - , � � - " - '- " ' �► 1 4" = 1 '-0" (UNIT 321 HAS FULL WIDTH TERRACES W/ PLANTER, SHOWN BELOW) . (TV AND FIREPLACE REVERSED) F� O i , 1/4 1 0 / , , . , ( , (UNITS 316, 317, 416, 417 OPPOSITE HAND) � U ,� I--� . ; � W , � � . ' � 0 � � � 5' JET TUB 5' JET TUB PUMP BRACKET ON � Q � VENT PORTRAIT 60"x32" PUMP ACCESS PORTRAIT 60"x38" ACCESS FL'OOR 5 ONLY W � _ _ � r,,s `.a -r--', ti'-a- _a—�—a a `-v -as'r a�-a--'-'�-�i � __ _ _ _ _ _. �__ - - � , _ _ _ _ _ _ o , N� i ; GAS '� ,; I ( _ _ Fl1RRED S�FIT C� _ _ _ _ _ FURRED� SOFFIT � _ _ _ _ � I � ' �� � SHLV. G S �P L A DI) � AUDIO APPL. , � ,, , I� �� s'–o" A.�.F. � � � –2 a.F.F. 4 �°i ,o� �� '��� - - --�--- TE R R A C E � — � . , ,__-r- -�__ _-,----T-- , —�-- �o o sQ . 1 � '--�L-�-_� � __�-�_�__1__!__�_... ___'_ , —�_-_;f-'+-��---I, I( �n °�r� �I -� -�-- -f___,_ _, , +L__ _ _�- -- --- --�-��---�---- � 1 � __ __ � � _ � ; __;►__ _,_�_}__ � � 1 r i �--�- �--;-! ; ��� 2�-0° ,��� 3�-0�� ,2� 4�-a� ,2� B E L 0 W � , � LIVING �� , � � ; �_ ; � : � MASTER BDRM . MASTER BDRM . � ► � � '��� � s ' � - o, i_ ;t � t-�___� , ! _-,-t--� --__i__ � _� �I �/I N G �� � — — —T— — — — — —— �\ � � r — �_ ��1 i� �__�___ m� �g �s � -�----�-.--;4--�--I' � � —,�--;— —� � ��, �. , � � ( 10 0 — ���-�+-- r -- -' '� 7 6 2 8 4 Q x, -fi-- `----�_��_�- � � � � � 12 X18 +--- �—' !-f-- ' � � ,� 1 1 X13 1 1 X13 N : s � � � ; � o 0 � �\ t �� �� a ��_ ;__ � _� _� 13 X 18 , 0 I � — � �_ -� ' - � ' 1 ' �4 � � � � �, UNIT 516 � —,— , � - � � --�- 1 � � I �\ OWNER o o OWNER �---� � � ! UNITS 3 � 0 , 4� � , 5 � 0 z .- 6 ; > > �� f � �2 `� O 2" BENCH Q N 12 � CONC. COLUMN W/ I � , � - � ° � � - EIFS FINISH, TYP. 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Y o � - � --1�---�y� � o 0 DINING � � f --� , �-_-� BDRM � , , � o , 02 7 x19 w � � � o � 03 , ; , � � � ; � o s � � � -�.- 'r ° ---� ° 5 0 � LE G E N D � � 02 � �( ---�:�--� �--� ( � '� __, _-�__t ;_��_ �� �� i 9 X 1 1 �o� i 08 � I � - r - _ '- i , 9 X 1 1 z • 95 X 1 1 $ � j I� � j �ii -�'+ � ; � � 9 6 X 105 �' j) + � � �' -�-- - _f� � Q �� oR;rw��c oES o 24- o.c. w� 5�e- , j � I � � � I t � I o � � URRED SOFFIT n I � o I � � � I � � �' REINFORCED CONCRETE WALL ' �� � ,„ - -�-.�I— - - � � � � � BBQ ❑ I I as-�--- BBQ i � i � O O �J � o �-�- 7 -2 A.F.F. �L - - - - - 4x48 4 I � I 3" Z CHANNEL FURRING O 24' O.C. W/ 3' �Q O 4x48 M�� , — d HAVEKOST+ASSOC. ,.> .._. , � �- _ r- r . A - _�. - . .� � _ - . � r . 4 � ` rz - �-. �_ T. .. POLYSTYRENE AND E.I.F.S. FlNISH � � p--- ARCHITECTSPC. , . '� � s• MEra. sru�s o 24• a.c. w/ 5/s' c�. „2, cw�,r srRE�r PLUMBING CHASE PLUMBING CHASE * DENVER co sozos SHEATHING, 1 POlYS"TYRENE AND E.I.F.S. 303 /�sst-i t 2� 42'-0" ABOVE, UNIT 520 42'-0" 9'-6" OUTSIDE, 6' FOIL BACKED BATT. AND 5/8" , =_-= DRYWALL INSIOE DATE 3/�O/OO , �i ° , s. �. �"'r..� REINFORCING FOR FUTURE GRAB BARS + ` , scA�e t ' �/4"=�'-o,. . �, 3 1/2' MEfAL STUDS O 24" O.C. W/ 5/8" DRAWN �� � � � O I . pRYWALL EACH SIDE, RC-1 RESILIANT CHAN(JEL K.R, i tl l�T I T s � � O � � , . FURRING W/ ADOCTIONAL 5/8" DRYYVALL PLUS , JOB V N I T � � � � , 9 . 3 THERMAFlBER SOUND BATT IN STUD SPACE ' � ' ' ____ (50 db RATiNG) ANTLERS � � - , � � � � � r� , » " ' " — SHEET � � - 1/4 = 1 -0 ' � 1/4 - 1 -0 , �� ROOMEFlN SH S HEDULE (SHEET'S A2�3 0-A23 2) , � � � NUMBER INDICATES DOOR IN REFERENCE TO � � - �O DOOR SCHEDULE (SHEET A22) ; � ' t� �-� �•� � � � . � � ' � , , ti � i . , 1 • . � . , • � � � „ . , � , , � � �"� I REVISIONS BY � . " - - - - - - - - - - - � � S T O R , 26Xs8 = � . � �3 10 w VENT AT BALC � PORTRAIT ACRYLIC PUMP ACCESS m EL. 148 -f- 6 0 . BRACKET ON � FRONT UNDER LANDING - - - - - - 3 X� S CON(,. HAUNCH , FLOOR 4 ONLY , I � � - -- � � --�-�----a- - ' -e cr�---�--es- w �-�---u-�-�--�r -�----a-----s � -�--�-�-�--n- n — — - — — � � - - - - , I " �r-"-r-'-m--'-a-`--�r-'-�-�-��b � e e �� n' n n n o e e a o ' � » L - - - - - - J „ - -- - - - -0 p ' JET TUB � 1 5 R .4 FIXED GA � � TE R R A C N �' 6 x3 � � i � PLUMBING CHASE � , � S ELVES APPL. AU 10 � AUDIO G S �P L. ��i a + ; , � 60"x32" I 1 1 ' U P � E L Q w � T � r C 0� , � ! ! ' , -_ - �--` 12 L.� 1._._!_�_�1�_1._.__L��--�__.i_._1 � 0 0 i � J�� i .r� ,``� ��q, % , - - � - PLUMBING 2 ADJUST. I 7 X26 �- - y _ � ,p � 1 � �O NI�E � � CHASE I SHELVES _ _ _ _ _ _ � CONC. COLUMN W/ � M A S TE R B D R M . � ' f I � �y KC � � o , �'M . � � 10 � �� � _ _ _ _ � _ � EIFS FINISH, TYP. SH ELVES 1 1 � 1 �, -�---i 2--�-- � . OA 'E1 f HA { M.C. � $ �J � � � �I V I N G I ,� -1 " ON FLOOR 3 ONLY •: L I V I N G g 6 `V� --�---�---�_ — ��� `� 4 � � i .r�r ";�� r" '' , � i� + M.C. . � ,11 � O 01 ' � �� 1 1 X13 __ �., ' PUMP ACCESS UN f ��� � . �, ., ,� � � , � O - N � �' BAI—C � ow R � �� , � , � . ° � '� 09 � �� 12� �X 19� � �� o �� o i . 13�X 17� � i o � c . _�_—�- CABINET WALL D K�► , � �__ K T. . ( � 6 x�_9 � , � ,_ __L � �3 + �r'. 't . - �, .�� ,.. , 28X68 28�s8 �� CqTHEDRAL � ' " ° ' _ � _. , � o s i I � x � » �� T ILE F R O N T 8 8 UNIT 51 � I � ' � `� ;� ' 36 X�2B i �' ' , 3 X s � � i 2 X s i�� � - - - - (,E I L I N G— - - - - � . . � s . O — � �; ;., � ; � �N FLR. EL. 145.4 � — -� UNITS 31 � , 418 � ' �, � � � � � � 1Q � 28x68 == � I \ i 11 � ;; ( � I gO 10 ; , {. . � � - --- -- - - � B'ALC . — — ; � 04 , I I I I I — � ; ` I��� �, ��--�_-�- � �� � ' o o � — - - �=� 4�x68 , MAST� R os � _� �____ _ �w � � � � , 6 x21 � � � ;5 QQ Q �, o . - -� � �. � W ll_� .� � I � B D R M . 04 I , + , _" _ o li ` - - -- - -i - - , i _.� �'-_ I 40� i o� _.� � [] ' s �-- o � I � —� D I N I N G I o -�- + � N o8 � � Q � � � , --�-� - o i � - - - - - - � i i o � _ � � �__ , , o� � � � � � �� � , � o I D I N I N G - � o � -�---�—_,_ o . ---r-----�-- ,�� B D R M . �.� Q , Z �'' � c� � �O �;����_� - I I I OZ �� p �_ �� _ _� +� -� � N � � ��� 14 X 14 , � � � 1__ �_ II o2 I 94X 108 ��3 � s� a i o9 � � - `� � ��— '- -�-- �� I I 5 6 I j�I � � � { � � � � `rt - r �- -- � II 9 X 10 BBQ I _ _-� ► — _ —"y�2� + ' � +�'� 9�X 104 I--I � � � I �� I � o. • ' 05 ' ; ,� - � � O � I � � � BBQ I I� ( �- , � � ,l . ► �, f � � � J O � � � ; � - 00 I � 1 i � /�O o 1 4"X4 O � .0 � � _Ti�-+r�-�- � " _ ' � � _�.� � - 5--�-A� � �aT_ ...r T--�-�� _ - - a -• ^ � f i , VENT + - � 3 42'-0" , ' , 42'-0" .. . � � " 1 �`' � �— , . z � - - UNIT 51 � F' L � � R 1 UNIT S � 18 AND 418 � � � � - � �- 1/4" = 1 '-0" ° ; ; 1/4" = 1 '-0" (UNIT 318 IDENTICAL EXCEPT FOR TERRACE) �.� � � ; � ; - � � U � � . . , � � � � � - , � , F—��-i W ; 3x3 STEEL TUBE COL. W/ —J ' _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ o _ 5/8" DRYWALL AROUND � � I� � � � ( � � . FOR 1 HR RATING 26x68 \ � CONC. HAUNCH 10 Z' , I 18'-0" � T � 14'-0" - � ; VENTS AT E�. 148 13 O � i w W TO R . m PUMP ?�CCESS 5' JET TUB „ I � _ �__ � a _ � _ _ � UNDER LANDING PORTRA,IT 60 x32 � � i C - - - - - - - ' - Q ' - - I 34"x60" � � �x� - - Hnral 3 " Ht. o O I � �v � i �i o o INFINITY JET 5' TUB �4 ° � I N F I X E D 1 I � � �� p I O • - A U D I SHELVES � , O UB 60"x42" �; � ; ' � ` ; � ---�- � � G S AP L. U P I I I . �I � TIL FRONT � -�- -- 26x68 � � � a � � �`" ( � � . � 25 - ---� . � + � , � � , - � -- i , �._ - � �____!_--� 1�_�--_�- ._ _—�_j---j--- �----�- , , I�_, _ �; , � � -� - - '3 � R � . 2" �_ __ �� � , � 2 ADJUST. PLUMBING - - -�- � : � , PU�1P ACCESS � ��__i ! �_---{-__ D ` ; � � � - - - - - - I SHELVES CHASE � i � 01MN LP,� � �E� , ^ �� � - -i 24� ! �� 1 1 1 �� -�---r- - -� - `J L ; � r -` _�-. _ ; i �$ � _�_._ �,� � - - � : t r _ 1 - - -�- - - - - � I 4 s" 1 . . � �� � �� U� N G , O o �� I � � �� �- _��-_--� �— — 4 � � 28x6a „ Ca Wall � zax68 I "6 M.C. � � �•.; 9 N I i � pK� +-- - - � — �; �- 3 6 A. .F., T��p. , r�..� O , I �� � 01 T--f--j----� --�----�---•-�---- � �I 15 � 15 � 'N� o� �--�i . I ' �B A L C . � > > > o !- - o� --�- � — o W � 3 � C 2ox68 C �- . , � � CATHEDRAL ` � � 2 x � 9 '_ -_ KI�' M.c. � _ _ � � � o ° i� � � � ; � 7�X 2 6� _`� 2 8x6 s s �" m �� I A D J. — 18� ,' z ! i C E I L I N G � � , 8 2 x s � Q — — C x [—� � i � U N I T 5 1 8 �� , 2 x5 '�� � , �' �, - - 21 20 N cioset & waii � . ! �- - - - - - - - - - - - - - - - � O� � I � � H t. 8,_�„ A.F.F. � � j � � ,� FLR. EL. 145.4 `� � DOU3LE DOORS FOR � o o � �9 ° • � DORMER RIDGE LIN� SOUNO INSUL. � � / 3°x68 O _) � � I � � I z � � � � „ �, -_ , , � � � �S'�� „AFF UNIT 518 51 � � � I / I r l� �� -- - I � 04 0 4 '(' — — —� — — — — . , i , _�- � �i � O M ASTER � � �`L� . —�� � — — � ( � � � � ,� � � i �w _ _-- +� __ ___ I i i i / � � „ : � � �� �_ _�__�_ ,o BDRM . � � 3 LEGEND , ; - - -�- - - - - � � i ,o � � � t � / / � � � �- - - - - - -� �) o o �____ ���....!-_� a o5 I ' I � �, I � DRYWALL EA H DES � 24' o.c. w/ s/s• , � � i DINING � i � _�._ a3 �.__ O � 142X14� r ' BDRM . 2 BDRM . �` BDRM . 4 , i i�� -t � ! � � � �Q i � ( / , ' 02 I ! I �_ �^ � I , 22 � � �$ ,�--�, 7" REINFORCED CONCREfE WALL � _�_.._ ..._,_�. . , I 4 0 I � � �-- �-�- � _ � __��' � I I � . � � 9 X 1 1 I (I �� � , ' �:� � 1 1 °X 124 ��. 92X�12� 10� X 134 ; � POLYSTYRE E ANDRE.INF.S. FlNISH .C. W/ 3" � BBQ � U � � �--,�- - -- � � I I � O o '`,;JI � � 1 o O i _-J I _ � 6" METAL STUDS O 24'� O.C.'W/ 5/8" GYP. HAVEKOST+ASSOC i�~� � M - - - � -- S H E A T H I N G, 1" P O L Y S'f Y R E N E A N O E.I.F.S. A R C H I T E C T S PC h �, . � - - � . _ _;_...�___1_ - - . . . „ �, , .. ` , . � ,. � .. � „ � � . � t�2� cw►rrr srR�r � - 4 -0" 4 -8° 3 -0 3'- 2 - . 4 -0' 4 -0 � -0 -0 3 -0" 3 -4" OUTSIQE, 6 FOIL BACKED BATT. AND 5/8 oEr�v�tz, co ao2os � � ;� DRYWALL INSIDE 303 / ast-i�2i � � � � VENT i ; 42'-0" ;�, t-+ `�- � �6,_8„ � —I --� - - - - - I— �5,_4„ � REINFORCING FOR FUTURE GRAB BARS OATE 3/10100 . , '� , � — — — — — — — � � � — — — — — — � 3 1/2" METAL STUOS O 24' O.C. W/ 5/8" SCALEl j4"=1'-0" � , � , DRYWALL EACH SIDE, RC-1 RESIUANT CHANNEL p�W� ' 1 � 32'-0" FURRING W/ ADDITIONAL 5/8� DKYWALL PLUS K.R. . ' � , 3" THERMAFlBER SOUND BATTIN STUD SPACE !" (50 db RATING) , ��B ANTLERS ' _ Ul\TIT 518 FL � 0 R 1 Ul�TIT S 518 51 � FL � � R � � � j � O1 NUMBER INDICATES ROOM IN REFERENCE TO SHEEF ROOM FlNISH SCHEDULE (SHEETS A23.0-A23.2) , s _ 1/4" = 1'-0" 1/4" = 1'-0" (UNIT 519 IDENTICAL EXCEPT OPPOSITE HAND) O NUMBER INDICATES DOOR IN REFERENCE TO � DOOR SCHEOULE (SHEET A22) � , , � , , y a . ! � i 1 � � � � � ; . , , � . REVISIONS BY ' ,i 9 t _r ` , 3 � � � i � 42'-0" 31'-10" - i � � � � , , � , a 14 ox36 ONC. HAUNCH � STE GATE REFER STRUCT.) OPEN� � " �2 VENTS � - - � - - - - - - , � � 1..�.,_.,..,�._,�,d.�-�--._,_.._ _ ,, ., „ ., ,, ,a ,. a - -< -< •< -. i 2x6 PINE � I � ADJUST. r v As ,� � Tv � cAP \ \ / M A T E R � °F � °�a ���' � I HELVES APPL. � AUDIO ,I .� � I � S � O,o s s BD� 3 RM . 4 � � � __ - �- ---�- - � __ __ i / , D R M . 2 B D ~ 9 � -�` � s s� � • . 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Q � � � O PARTY SOUND � ' d 60 x32 � O� , ��—CEILING I $R � 102" � ,- CLO._ LIN. - - � � i WALL, nP. � �£ � - UNIT ��o � _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ � , , ,$ 20 2, � � ; 3�xg8 Q6 0 09 I �� I � � � M c. o � � N - - 0 � �\ � A �C � , �ox68 CLO. . � �x 16 I 2ox68 � z , M 2� L co ,-�–,-$– : , 0 0 � 8 1 25 � 2� I � " � � �- � �_x�_ _'� _ ' _ � "68 — — �\ , X29 xg ° 9 (1 }_ - , - -- � 08 pPENING � ____--#___.--=r`-=�=; � � � � - �,_- _;. _- sx68 28x68 17 � 0 `� t-__-- - --� g y ' , I � � � _ �� ___; _ 4x68 � ;_ _ � _ �` _ �__ LANDING �s __i___;____ , ,, T�P o s �'A I I� S E C T I � 1� � � . --t- - „ � _ _ _ _ , _ _r__ __g M�. .� � `��V� �y�-�a ' W/ RAIL -f' �T � � � I I S �...,,�_ �o� -- � ; �'� � , _;— ��—,�_�-> �� � � - - - - - � - - - � z�- :�� 15 R . 2 2 Xs$_�-- � - � _� � F--� � cQ' I I I j�WNER � � � _ , _ �. � ° I � � � _ �__' - - �, D N � ;�: ' �g � PUMP ACCESS � � , - � c�o. .�- � � � ,I STOR. � ; ;�j� _,-_ ;� o � , D I N I N G - � � 1�4„ = 1,_o„ - --; - -� . �- , --, _ w _ , � � a �-- — , � � T � �� W� ' � ` ` UNDER CABINET � � ,. �c� ,.3, ., �, 3, 3,_$., --, —ig.- -0„-; y �f' 10'-3" 7" t� � -; � � � i 15 ! � �°"� , 1 _� _�_ 5 0 ( I + f t� , � i ' , � , µ;� ' � � – – � I - - - sx68 ' ' " ' , � � a , � �' i 06 v_��'�� – – , PLUMBING �'.�_ { _L� -~r-�� � I 02 I 0 TUB ' WHIRLPOOL � , � - �w---- -� - �j . 21 CHASE I ; � : % ; I ( � 5 $ I � YNAMETRIC B 60 x36 • �; ' ' � ABOVE � g X 1 O BBQ DYNAMETRIC REPARTEE O --- �-- >> O O � I � q.�� �� � AST IRON REPARTEE CAST IRON � � , , �� � o o� 1 T 1 � � � _� 0—� ---� I � � _ , -- - - - - - _, - (� , ; ? 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LIN. � d W �� -- , 2 xs i � C��THEDRAL � x ,8 �� � , 0 8 28X68 O5 8x6a UNIT 6 21 � �/r (�EI LI N G � — N 19 20 CLOSET HT. �P - - � � 3 x6 O 8 i � i�- - - - - - - - - - - - - - - - - � 38x68 19 7'-6" A.F.F., \ o ^ � � - ', Q � °�,, I � I � indov� S�II O ( ° � - � � I � � � gA � C Q , j � j Ht 3' 0" Win ow Silf � � � , _ _ � � o o � � UNIT 621 Ht��,_o„ W _ ; � ' _. __ . _ _ _ _ � � `� 7 x26 � �� � 30�� 07 � 04 . ; _ _,�_. �_ '=.__ � � � � �3DRM . 2 BDRM . 3 MASTEiR � MASTER BDRM . � I �� ='+��.i �_ ° � � \� � . 21 �s M . I 4 . � � � _ :_ �_ � ` _ o �� � � - - - - '- - - � 2 6 � s B D R � , , ,� , � � � --� x 1 1 1 � � � o X� 2 g o �...,� � - - - - - - - - - — �C . � J f - , -- �.1 ;__ _,_ _1 � o II � �– – – � � /f� � � I �c� ! Q3 � 14�x 144 � ��. 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SHEATNING, 1" POLYSIYRENE AND E.I.F.S. t 12t GRANT S7REEr r OUTSIDE, 6" FOIL BACKED BATT. AND 5/8" Qo��86o sos21 , w ; DRYWALL INSIDE ', � DATE 3/10/00 -� , REINFORCING FOR FUTURE GRAB BARS . SCALEi/4"=1'-0" , � � � � 3 1/2" METAL STUDS � 24" O.C. W/ 5/8" DRAWN ` DRYWALL EACH SIDE, RC-1 RESILIANT CHANNEL K.R. ' FURRING W/ ADDITIONAL 5/8" DRYWAU, PLUS � { 3" THERMAFlBER SOUND BATT IN STUD SPACE JOB ANTLERS a � (50 db RATING) , � - SHEET , = 01 NUMBER 1NDICATES �200M IN REFERENCE TO ROOM FINISH SCHEDULE (SHEETS A25.0–A25 2) ' ' , ; - . , ` , , �Q DOORESCHED'ULE (SHEET q23�EFERENCE TO , j _ � -� h 1 • ; ` � 3 r r - ' ' --------- - -T...._.i,,.._,.�..--,-.-•� '- . -_._.--,.-.�..,-....,-� ----__- - - _ - , - _ _-_ - - - - - - - - � �- - _ _. . � . _ __ . .... ... . .... .. . � �_ _ .. _ �., _ . _. ., ...�_ __ � . � � , _. __• - - _ _ ___... . _ -' - - - -- - � - - . - ----- -- -- - - - - - -- - ---- --- -- - -T - -_-- °- � sy.e. � - + � � ,----- - -- - ---- - - -,- - - --- ------------- ---- REVISIONS BY � , .`�- i�--- - �- - - -- - -- - - - - + j _ --__ , � COPPER CAP & COPING � ' � ' , , - � �� - - -- -- -- --- -- - -- - ---- - ---- --- ------------ -- ---�-+ ' j�--- _ � -- ' - -, ' -- �� - � � � SYNTHETIC - " ' _ � ! -- -- _ - - �i � ,� ' -� � _ _ ', ; i � � '� ,, ;I , STUCCO 6 6 _ -=- � I � _� /- LINE OF �EPAR'ATION � , , , , � �� --- -- - ---- ---- - --- ---- -- - � ��r , n -- - i �• , i ; � � BU LDING �1 ; ,�,�! �; ' 1, , i �� (� �' ; �i � � ,�A-=;;i=if�-i�Ai'ET:? 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L���LI QL��� � ., �,., E X i S TI N G S TA I R � ` , [�� LL EL 812 7. r - _�� - _. _ -. - , �_� � _ - - — - _ - y , �. - ,- ,f _ �. . - _j- r_ ,�.�.,,x ��:�:�x�:..a ._ , , , _ _ � , ;� , , � �,!;� ,- __ 5 L ' i a ;__{ __a � _, �� ,{ _ , � __' �',� I _ _ _ . -- � _ _ � - _ w , A � - � , - ,.�.,�_a�....`,:,,.,�.r�..:. _ ' TOWER WALL- - '� - - -------- - - - - -- - _ -- - - � ..`�'�^�-- -r'°—' - - --- - - ---'—- - - - - --'^'----tIY - a._._-�--�---! . i-, -m`�r,«-+;,�.A�..-znr>'�.-�T'"° a -y � •- - �' -, --'� - -i ._�-_` ,-:.{-^'�'--^-'=-,-s � O - `��_ - _ � � .��_ �^�'��--°' �rl��,T ..�ar ` •- -_F • - ' ` � - j ��a� � _ '- > a r - _ • ._. , � ' ' _' - ` k ; �V r � /'^ „ ... •'�.:�.wrs��r-,„a„v+r,:a^�:,,_. - _ - " ___ - . _ . � 4 � - - _" ' Y , ; , _`�-A �sl , �.1 - 1 _A I,E-Jy _) �i'�a -�-f! „ [_j�-.I .. � ¢� i � i � i _i r' 1 I, i i i ,F,, i"!"`n.-���,w.> rm�,�•«, � i � � i , i �. .. - { -4 � ' 1 1 .,� � . .. �- ,. .. 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BOT 3 � ��_—_ _ _ - - _ � ASSUMED BELOW GARAGE SLAB -^ - - - -' -- -- - - z ., ' �- _ - -- ____ �- - - -- - -- - - - - - - - - - - - - - - - - - � ,v � ( i � . , (VERIFY PRIOR TO DEMOLITION) � _ _ b _ _ _-- -- __, __ _ � I �`^� � � I I � I� �-- — — -- -- —r-1 -- --- -- -- — ~-� _' --- � �— —+ -----��_�-�__�_— _ , __-- , - - _ _ _ _ _ - - - . � - _ - . . _ . . . . , , , t REVISIONS BY � LINE OF SEPARATION + � EA�T ELEVATIO v _ _ _ , , BLDG #1 --� I �BLD'G #2 _ { _ _ � , ; , , r r � • � , � � � ', , , ; � , � ' � � � ' EXISTING � A10 _?- � � "� �-- '�� ; � ' , , � � , ; � i ' ' � � ; �, STAIR TOWERS I � 1 2 1 2 1�8» _ 1 �_O» � _, � � - ;; � � � � � � ; '';�. � ' � ' f � , ; � � � � i � ; � , '- -' _ "��\ �f�// 6 � � l� S �� � s � 1 ' � � !� ' ' � ' i I � � � �� � 1 1 � � � I i � � f i _ ' � 1 1 / / � \ T � - � -ji � � , , � „ ( � ' �;�_� ' � � I ( � � � , � ' I � � � �� I -_1' ! _ � � -� �� 12 1 �12 � � j� � + ' I , ' ' I I � ' � , � i � , � , , � i I/�. -\ fi � � ' � � �i I� I , � � I i ; I � '� � � 6 ! -� ' � � � � � � � � � � � � � � _ �-� � � ' � � � , � ih�--- � I ! i f � � i ' ; , I 1 � � I FIX FIX �FlX FIX � i � i � � � � � �� � i � � I , � I � I , ' � � ; GL GL i � Gl GL�� ' I ' f i � � ! I f � I� _ iL i � I I ` I y � -1� --_ ` -I- , - ' -� � ' i i - - _- - __` - __��_ ,� 'il � f'�''--�_ 1 �__--�- - r -'L'-�- ---- Tl_`,- ._•_'•-� �--�1-}�=-- -ll- '�--}" - T --t � � � '- - � - 5 - I � I ; � , � � I i � T' �l �� � i t � { I ii I� � l�_1 � � __- _ I i i I ' i II 1 .�- --� �- - ` - .(_A / � /' 1 ! _1 � � i i � � , � i � � � ' � i � � i i � i I � i /�' V ! A � � � �� r � �/� � ; � � � I i � �� � � - - - - ;' , i � i , i, �- - , -- - �- - � � � YI � ,� �; ( / I f 1 � ' � 0 � � � ' , � ' � � � ! � � � , , � � , ,, „ � , � � � t2 i� J Q,�9 � ; i i � � , , � ; ; � , � I, , , ' ' , , ; ' , , � H 12 12 6 � � � � ,; i , � , ; � � i � ' ' � , , ! � � i � � ; � � � � i , � , � � � � � O - 4 sx�.:. 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CEILING � , 8'AFF 7'- 1 O" � - ' , ' F DRYWAL.L GEILING ' � � �0 , stiE�r 7'- 1 O" AFF �� REFLECTED C ILING PLAN ' � REFLECTED C ]� ILING PLAN � . N N� -` 1/4" = 1'—0" BANQUET/LOBBY/PUBI�IC RESTROOMS/KITCHEN 1/4" = 1'—0" LOBBY/RECEPTION/OFFICES � i _ ..-�-..-.. � : „ _ _-.-_ , -.—.-.�-.__..__'___—_ _ - ._ _ ' " __ ' "' ' _ � ._ . .-� . .� � � . », .-.. � t .�, . � � _ ,�_ _ ` ' ' __ _ _ _ _ ' ' ' _ ' ' — ' '__ _'__-'.�.�._-_-.— ,... -,.._.�... .,��-.^- �"__-._.,.— "-.' _' , ___ '.�.__ " ' __ ` � R ' � �� ` • � J � ♦ � � � _ � . ' , r REVISION BY � i . � _ i � ' ( � � � � RANGE/BATH EXHAUST VENT OUT TNR'J SOFFIT , TYP. � ' � ' ` . , - TUB �IGHT � 0 SOFFIT @ a DRYWALL Q � ' 7'-�" A F.F. FAN/LIGHT � . � SOFFIT � SOFFIT � PENDANT 7'-2" AFF RECESS � � 7'-O" A.F F � RECESS l�REC LIGHTS LIGHTS �t C1?�D !� / .. .. LIGHTS Q 8' CEILING � f �'� � � � ��- PENDANT ,�`z- .� d � �� � , � � �. AN'E�.1� Q � E � Q 8' CEIUNG r; , �� ` ` v , � F � � , �� � / f <�° � � CEILING � WALL ' s ,�\ ti � 7'-2" AF BRACKET % � �� `rFD R��' � LIGHTS � . , , � ��z�.•, 8' CONCRETE CEILING • ' � REC LIGHTS B' CEILiNG O i WALL BRACKET � SUSPENDED REC. O SUSPENDED �IGHT, TYP , , i DRYWALL � - LIGHTS DRYWALL � � O � � 7'-2" A F.F. BRACkET CEILING 7�_2�� A F F � LIGHT DRYWALL 8' CEILING '- " AF� Q Q FAN/LIGHT SOFFIT C� FAN/LIGHT 8' CEtLING Q � . 7'-2" Af-F Q ' � � SOFFI T � , �°'�� � ' O 7'-2" AF (�/ , LL � TUB LIGHT � � C� � � � - '�' � '� . ,, � � � BATH EXHAUST VENTS OUT THRU SOFFIT, TYP. ' ' ' ; TUB/SHOWER LIGHT O ; • " � i , , ;. �t U , � � t� . � . � � REFLECTED CEILING PLAN: j f -� � � � � REFLECTED C�ILING PLAN � , A21 , - - ---- , 2 �� � ' SCALE• 1/4" = 1�-0" , , R UNITS 314-414 (315, 415 OPPOSITE Uf�ITS) A21 �J 1 I-- � �t �� SCALE 1/4 = 1'-0" UNITS 321, 421 & 521 (316, 317, 416, 417 OPPOSITE HAND) ; , . , �� z ' � _ � � � . � � -� � , _ ,� . � o - ; . . , , , � � � �� � � ' W ' ' SHOWER � ' - LIGHT � FAN/LIGHT, O �J , TYP � � i SHOWER LIGHT DRYWALL SOFFIT AT 8'-O" AFF � � � o W , r Q � S�OPE DN (6/12) LEVEL -.�--{ yO __" __'_' __ _'�__-_ ��_ SOFFI T A� � � - - � N I T 8�-O" AFF PENDANT O CEILING AT D OPE i � � ' F A /L G H CE I L N GL A T DRYWALL . SLOPE DN (4/12) LEVEL CONC CEILNG � + � �, (6/12) � —� � � � I _ � 9'-O" A F F 1 0 -O A F F � � � _ -� 11 ' CEI'_ING SLOPE \ , � � _ Q SUSPENDED pN z � Q � � � REC. O DRYWALL � (6/12) � \ - �J 1 ' LIGHTS � � Q 9'-O" A F.F ' � � DRYWALL CEILING AT 9'-O" AFF � p � ____ ` •, 0 DORMER O O � � - I w . . � RIDGE RECESSED � w � a �— � DORMER � DRYWALL � _---_ _ _ __�__-__ i O LI GH TS, TYP. j CEILING AT -__ ___ Z - � { � RIDGE � 16'+ AFF " �--- � � O O � � DRYWALL z Z d / CEILING AT �'�"I � p � 9' CEILING _ � 16'-O"-+ AFF � � � O �W SOFFI T � - O � p 7'-O" A F F BRACKET / DRYWALL EVEL AT 11 '-O"+ AF LOPE DN (6/12) ENDANT LIGHT � � CEILING AT � � i 10' CEILING 9'-O" AFF � REC. Q SLOPE DN (6/12) LEVE_ � LI GH TS SLOPE O DN DRYWALL SOFFIT T 8'-O" AFF �AN/LIGHT (6/12� SLOPE DN (4/12) LEV L CONC CEILING � ' w N O O O , � O o z � , 1 � � � TUB LIGHT � � � SHOWER LIGHT , � .,�.. ..�` r". f ' - ,—�r .1 •� ; 1121 GRANT ST EET ; • t SUSPENCED ARCNI7ECISP� i DRYWALL Ca? � DENVER, CO 80203 , 303 � 861-1121 J , , , . � 9'-O" A F F � � f '" -. , � DATE_ 3/'IO/00� � � Yf �� �1 •� � � � � s...--�—..... � � , � , � SCAL�1�4"=1'-0" , �;�s ; REFLECTED CEILIN ► PLAN R�FLECTED CEILING PLAN , ��W� � M.S. , � s � 3 , 4 � � i A2� �� _ ._ „ A21 . _ �_ ,� ; SCALE: �/4 1 0 i UNITS 516 (517 SIMILAR) SCALE: � 1/4' 1 0 UNITS 514 & 515 J�B ANTLERS , ; . , � I � � � SHEEf ' � r � � " � 1 � J . � r � � ,� r , ` a � . � i � � ,� r' � . , ' � _ . ___ . - . _._,� C...'�,""""T".-- - - -- -- - -- - ---- --_ -- - - -- -- - -- - - ---- - ---------- -- -- -- -- � - - --- � - - - - - -�.� _ __ �_ _ .,_-_._• -- _ - '--- -' - -- ---- -- - - -�- -- - --- - . _ . . _ _ _ _ -_ _ _ _ ___- ..- _ __----___ __ -- --- ___ - - -- ---- --- - - - - - - - - - ----- - - -- - -- -- --- -- -- - - - - -------- - -- -- - -- - - -- - f -----__ _ ��____.___�. _.-T� .------__ _.__1 ' - � � ' � � (` � " } I �```-„ , � , � . � � . tl �'1 ±�1 � � __ REVISIONS BY , , ' , � � , � � ' t"' , O , TUB/ ( SHOWER SI�L HT TUB LIGHT LIGHT 7'-6" AFF �" W SHOWER - ' O � � � LIGHT j � � OR�N STAIR� �j ,��� �� .. SUSPEND p� �0� , j � / DRYWALL � DRYWALL FAN/LIGHT, �,p9� ,;�, SLOPE DN (4/12) LEVEL CONC CEILING 8'—O" AFF CEILING AT CEIUNG AT PENDANT � CEILING AT TYP. �. ' - - --� 8'—O" AFF, � � � 7'-2"AF I� 8'—O" AFF TYP. AT y � � J ( ' LEVEL CEIL'G AT 11 '-6"+ SLOPE . DAll�ft J HI�Y � � � � BATHS � i ! Q I CONC. BEAMS \ — FAN/LIGHT O RECESSED ' � LIGHTS, TYP. / �'' '' — - — — — — — — / `1� ' J �E 4� ' QZ U i � O � SILL ,HT O Q O,�Ak � � I O 7 -O AFF � W � I WALL TO z t� WALL BRACKET 0 DORMER � RECESSED y 7'-O" AF Q -� a LIGHTS, TYP. � � RIDGE DRYWALL LIGHTS, TYP. � U �p , I CEILING AT , ' Z I � z 7'-2"AFF „ . � CLOSET COVE w � � CLOSET AND � ' AT 8'-O" AF U W WALL TO , ., ' J -� Q 8'-0" AFF ; I w SOFFIT � 7 -2 AF w � PENDANT > � � LOPE DN LE�EL J O � I � I TO 1 O'AFF WALL BRACKET / p � p � LIGHTS, TYP � Q w � w � —� i� / Q (n � �-� •-� � � � � � � SLOPE DN (4/12) E EL CONC CEILING 8 - ' AFF I I"—� O � SLOPE SLOPE , � O � 6/12 6/12 � ' / — O ---- - � � � - U -- / � � � , � �� � , -�,�� � - 1 REFLECTED CEILING PLAN ,, . , � z � � +� =S � � � REFLECTED CEILING PLAN � ' • A22 f 2 � � ' SCALE 1/4" = 1'-0" UNIT 518 (519 SIMILAR OPPOSITE HAND) 4 q22 — � ��:' ' "' ' ` � SCALE. 1/4 = 1'-0" � UPPER LEVEL UNIT 518 (519 IDENTICAL OPPOSITE HAND) O '�.' �• ` ' � �'� , ; � � � � �_ .i � , , � � � � � � � , W � ' � �� ', : . f .� , , � � � . � � , , O � RECESSED � � DRYWALL CLG AT � , , . >, � � � LIGHTS SHOWER 9 -O AFF W � ,, LIGHT � � ' TUB LIG T � -- o � ' 5/8" DRYWALL � � O � PEND?�NT OVE '" � � , ; CEILIP�JG AT I I O � , STAIR � - 7'-2'1 A F I I — ,' ' SLOPE DtJ (4/12) FAN/LIGHT ' FAN/LIG T, Q I ' TYP ' - CONCREtE � � 8'-O" HIGH WALL � � CEILING AT �1 � � CONCRETE BRACKET � ' 8'-O" AFF I I � CEILING TO DRYWALL CLG LIGHT IN I � �� , ' . I I � HERE � �J 1 _ I � � AT 9'-O" A�F CLOSET RECESS D � � i `J LIGHTS, TYP. I I � / LEVEL DRYWALL CL CLOSET AT 8'- ' j � I � FAN/LIGHT Q � AT 9�-O" AFF AFF � O i � � I I � � � � � � w 1 � WINDOW SILL � . { + � � TUB LIGHT Q DORMER � CLOSET AT '-O" AND WALL AT � ; � RIDGE � AFF � � 7'-O" AFF z � , � ' ' Z Z ' � J J_ / � � ' p DORMER RIDGE w w WALL � � , ' U U BRACKET O I ; i ( �PENDANT � , � WALL BRACKE � LIGHT IN � � ' � w LIGHTS, TYP. w � CLOSET ' 5/8" Df�I;WALL � � FURRIN AROUND t \ � � � ' � � _ � BEAM RECESSED � LI GH TS ' Z Z � � � � � w w ` � � � DRYWALL � N � N � ' � SOFFIT � � i J � � � � STAIR X 7'-O"AFF SLOPE DfJ (4/12) � � � � j DRYWA�L CEILING AT � � SLOPE SLOPE DN ' � , 2.'AFF � � Q ❑ � / \ • 1 �..� � - HAVEKOST+ASSOC i � _. ARCHITECT3PC. 1121 GRANT STREET � , DENVER, CO 80203 i , 303 / 861-1 121 I I , � � DATE 3/1 QJDO, � ' SCALE ' 1/4"=1'-0" � , DRAWN M.S. � � - REFLECTED CEILIN�- PLAN � REFLECTED CEILING PLAN ��B � � . ' ��.'�`', ' 3 � 4 ANTLERS - A22 � q22 SHEET '- SCALE• 1/4" = 1'-0" UNIT Ei20 MAIN FLOOR SCALE 1/4" = 1'-0" UPPER LEVEL UNIT 621 (620 IDENTICAL OPPOSITE HAND) � � = a. , � .. , 1 � � � � �'' � ' � i • - — - r , � , i � � , , t ' ' ' ' " `, , I � REVISIONS BY , ! , ' � - DOOR SCHEDULE DOOR SCHEDULE = DOOR SCHEDULE � N OTES � ' DOOR SIZE LOCATION FlRE DOOR MATER�AL DOOR FRAME FRAME HAROWARE NOTES DOOR SIZE LOCATION i FIRE DOOR IAATERIAL DOOR FRA�AE FRAI�E HARDWARE NOTES DOOR SIZE LOCATION RpTED ��R MATERIAL DOOR FRAME FRAAIE HAROWARE NOTES NUMBER RATED TYPE MATERIAL NPE NUMBER RATED TYPE MATERL4L TYPE NUAABER TYPE 1AATERIAL TYPE i E►APLOYEE UNITS 222. 322. 422. 522. 622, 722 AND BEDROOM ADDITION 101. 201, 301, 401, 501, 601, 701 UNIT 518, CONT'D � UPPER PARKING l.�/EI� - _ _ _ _ KC PROVIDE KEY CARD ACCESS 8 2'-8'x6'-3' POCKET MASTER BIITHROOM - 6 PANEL WOOD P WOOD - - - UP7 AUTOMATICy PARTING ENTRANCE SEE SPECS SECTION 08500 1 3'-0"x6'-8'xi-3/4' ENTRY - FOAM CORE F PRE HUNG - - - � - 4' ENTRY CLOSET - WOOD LOWRE G DRYWALL - - - 9 2�-4'x6'-3' POCKET BATHROOM - 6 PANEL WOOD P WOOD - - = UP2 3'-0'x6'�8�x1-3/4" ENTRANCE 3/4 HR HOLLOW METAI. L H�A WELDE� e _ KP PROVIDE KICK PLATES AT 2 z�—e•Xs•—e-xi i/ _ 3 2'-8"x6�-8� POCKEf BATHROOM - 6 PANEL WOOD P WOOD A - 10 2'-6"x6'-3"xt-3/4" STORAGE - 6 PANEL WOOD E WOOD A UP3 3'-0'x6' 8�x1-3/4" WARMING ROOM/RAIAF 3/4 HR HOLLOW ME7AL R H M WELDED B _ EAiCH 51DE OF DOOR 4 4'-0'x6'-8"xt-1/4' BEDROOM CLOSET - WOOD LOWRE H DRYWALL - - - il 12'x8' SLIDING GLASS DOOR BALCONY - GLASS/FRENCH I - - - - UP4 3'-0'x6' 8'xl-3/4" RAMP/GARAGE 1-1/2 HR HOLLOW METAL C HM WELDED B = - . PAN L WOOD E WOOD A - - 13 2'-6'x6'-8"xt-1/4" W/D CLOSEf - WOOD LOUVRE G WOOD C - - UP5 3'-O�x6' 8�x1-3/4" RAMP/OUTSIDE 1-1/2 HR HOLLOW METAL L H A� WELDED e _ _ PL PROVtDE PEEP LENS 5 2'-10'x6'-8'x1-3/4' BEDROOM - 6 E - 6 6'-O�x6'-8"xt-1/4' HALL CLOSET - WOOD LOUVRE H DRYWALL - - - 14 2'-4'x6'-8' POCKET BEDROOM 2 BATHROOM 6 PANEL WOOD P WOOD A - - UP6 3'-0'x6'-8"xt-3/4" POCKET SKI STORAGE - HARDBD 5 C K DR AL - - _ 15 2'-8'x6'-B"xt-3/4' BEDROOM 2 - 6 PANEL W000 E w00D A - - UP7 3'-0'x6'-8"x1-3/4° POCKEf SKI STORAGE HARDBD SC K DRYWALL _ SL SIDELIGHT (SEE WINDOW 7 2'-6"x6'-S�x1-3/4` BALCONY STORAGE OUTSIDE - SC HARDBOARO N H M WELDED B - - - 8_ 3'-0"x6'-8'x1-1/4" BEDRQOM CLOSET - WOOD LOUVRE G DRYWALL - - - 16 2-4'x6�"xt-3/4' BATHROOM - 6 PANEL WOOD E WOOD A = = UPS 3'-0'x6'-8"xt-3/4" MECHANICAL/GARAGE 1-1/2 HR HOLLOW METAL B H Id WELDED _ - �7 a'-0'X6'-8"x�-1/<' BEDROOM 2 CLOSE7 - wooD LOUVRE H woOD C UP9 3'-O'x6'-8'x1-3/4" vESnBULE/GARAGE 1-1/2 HR HOLLOw �AETnL C H u wELOED e SCHEDULE SO � � 9 2'-6'x6'-8'xt-3/4' BEDROOM AODRION - 6 PANEL WOOD E WOOD A - _ _ � 10 2'-4"x6'-8'x1-3/4' BATHROOM - 6 PANEL WOOD E WOOD A - - 18 2'-8'x6'-8'xt-3/4" BEDROOM 3 - 6 PANEL W000 E WO00 A - _ UP70 3'-0'x6'-8"xt-3/4" STAIRS/VESTIBULE 1-1/2 HR HOLLOW METAL C H A� WELDED 8 = _ / 11 B�xB� SUDING GLASS DOOR BALCONY - GLA55/FRENCH - SEE WINDOW SCH - - - 19 3'-O�x6'-8�x1-7/4" BEDROOM 3 CLOSET - WOOD LOUVRE H WOOD C UP11 3'-0'x6'-8"xi-3/4" B011_ER ROOM/VESTIBILE 1-1/2 HR HOLLOW MEfAL B H 1A WELDED B - - � O€ C Q /0 �' � C 20 2'-8'x6'-8°xi-3/4" BEDROOM 4 - 6 PANEL WOOD E WOOD A - - UP12 4'-0'x4'-0'xt-3/8" BOILER ROOM/OUTSI� t-1/2 HR HOLLOW METAL B HA1 WELDED B - _ UNITS 314, 414, 514, 315. 415. 515 _ - - , 9 l— 21 4-0'x6'-8'x1-1/4' BEDROOM 4 CLOSET WOOD LOWRE H WOOD C UP13 3'-O�x6'-8"z1-3/4" GARAGE STORAGE 3/4 HR HOLLOW METAL 8 H M WEIDED B _ _ � 1 3'-O�x6�-S�xl-3/4' ENTRY - FOAM CORE F PRE HUNG - - _ _ - - UP74 3'-O�x6�-8�x1-3/4" STORAGE 3/4 HR HOLLOW METAL B H bl WELDED 8 - - �`! 22 2'-4'x6'-8" POCKET BEDROOM 4 BATHROOM 6 PANEL WOOD P WO00 y 2 2'-6'x6'-8"xt-3/4" BEDROOM - 6 PANEL WO00 E WOOD A - - 23 2'-0'x6'-8"x1-1/4" IJNEN CLC�SET - WOOD LOUVf2E G WOOD C - - UP15 3'-O�x6'-8"xi-3/4" RAMP/GARAGE 1 1/2 HR NOLLOW METAL C H M WELDED 8 - _ D M'•E11 N � � WOOD LOWRE H WOOD C - - UP16 3'-0'x6'-8"x1-3/4" KRCHEN STORAGE - HARDBD S C N H IA WELDED B � �' � 3 3�-6"x6'-8�x1-t/4' BEDROOM CLOSET - _ _ UNR 519 4 2'-0"x6'-8'xt-3/4' BATHROOM - 6 PANEL WOOD E WOOD A - - UP17 3'-0'x6'-8"x1-3/4" STORAGE 20 MIN HAROBD SC N HA� WELOED B - � 6` �V 5 2'-10"x6'-8'x1-3/4' MASTER BEDROOM - 6 PANEL WOOD E WOOD A - - 1 3'-0'x6'-8°xt-3/4" ENTRY - FOAM CORE F PRE HUNG - - Up18 3'-0'x6'-S"x1-3/4" KRCHEN/BANQUET 20 MIN OAK SC J HM WELDED B - � 6 2'-8"x6'-8' POCKET MASTER BDR41 &4TH - 6 PANEL WOOD P WOOD - - - 2 3'-0"x6'-8"xt-3/4` ENTRY MASTER BDRM - FOAM CORE F PRE HUNG - - UP19 3'-0'x6'-S"x1-3/4" KRCHEN/HALL 20 MIN OAK SC J HM WELDEO 8 _ / , � � ��� I WOOD LOWRE H WOOD A - 3 2'-6'x6'-8'xt-t/4" ENTRY CU�SEf - WOOD LOUVRE H WOOD C - - UP20 3'-0'x6'-8'xi-3/4" BANOUET/HALL 20 MIN OAK S C J H A1 WELDED B � ^M �'�w+�� 7 5'-0"x 6'-8'x 1-1/4' M A S T E R B D RA1 CLOSET - - _ _ , 8 2-0'x6'-8"x1-3/4' OWNERS CLOSE7 - 6 PANEI WOOD E WOOD A - - 4 4'-0"x6'-8"xt-1/4" MASTER BDRAA CLOSET - WOOD lOUVRE H WOOD � - - UP21 3'-0"x6'-8"x1-3/4" BANQUET/HALL 20 MIN O A K S C J H A A W E L D E D B _ g 2'-4"x6'-8'x1-3/4' BATHROOM - 6 PANEI WOOD E WOOD A - - 5 2'-8'x6'-8"x1-3/4' MASTER BEDROOM - 6 PANE� WOOD E WOOD A - _ �p2y 3'-0"z6'-8'x1-3/4" BANQUE7/LOBBY 20 MIN OAK SC S NM WELDED B - _ 10 2'-0"x6'-8'x1-1/4` LINEN CLOSET - WOOD LOUVRE G WOOD C - - 6 2-8'x6'-8" POCKET MASTER BEDROOM - 6 PANEL WOOD P WOOD A - - UP23 3-0"x6-8'xl-3/4" (2) BANOUET/STORAGE 20 MIN OAK SC 0 H M WELDED B - _ 11 2'-6'x6'-8"x1-1/4' W/D ClOSET - WOOD LOUVRE G WO00 C - - 7 2'-4"x6'-8'xt-3/4' OWNERS I;LOSET - 6 PANEL W00� E WO00 A - - �p24 2'-6'x72'-0� PARTITION STORAGE SEE SPECS SECTION 08300 - _ _ - � 12 12'x8' SLIDINC G1A55 DOOR BALCONY - G1A55/FRENCH - SEE WINDOW SCH - - - 8 2-8'x6-8° POCKET MASTER �ATHROOM - 6 PANEL WOOD P WOOD - - UP25 2'-6'x12-0' PP,RTITION STORACE SEE SPECS SECTION 08300 - - - rr _ _ ' g 2-4'x6'-8" POCKEf BATHROOII - 6 PANEL WOOD P WOOD - - UP26 3'-0'x6'-8�x1-3/4" BANOVET/OUTSIDE HOLLOW METAL R H M WELDEO B UNITS 316, 317. 416, 417, 321. 421, 521 - • - - - ' i 10 2-6"x6'-8"xl-3/4" STORAG - 6 PANEL WOOD E WOOD A UP27 3'-O�x6'-8"x1-3/4" BANQUET/OUTSIDE HOLLOW MEfAL R H IA WELDED B - � 1. 3'-O�x6-8'xt-3/4" ENTRY - fOAM CORE F PRE MUNG - - _ _ _ - - - ' - 1 1 12'x8' SLDING GLASS DOOR BALCONY GLA55/FRENCH SEE WINDOW SCH UP28 8'-O�x4'-0'COIUNG ROLI-UP BANQUET/BAR P F IAETAL M P F ALUM - � 2 2'-6"x6'-8"x1-3/4' BEDROOM - 6 PANEI WOOD E w000 A - - - WOOD LOUVRE G WOOD C - - - HARDBD S C N H M WELDED B - - ', 13 2'-6'x6'-8"xl-1/4" W/D CLO'iET UP29 3'-0'x6-8'xl-3/4" BAR/STORAGE 3 2�-4"xfi'-8"xt-3/4' BATNROOM - 6 PANEL WOOD E WOOD A - _ - - WOOD LOUVRE H WOOD C - _ �4 2'-4'x6'-8' POCKET BEOROOM 2 BATHROOM 6 PANEL WOOD P WOOD A UP30 3'-0'x6'-8'xt-3/4" BAR/HA�L 20 MIN OAK SC Q HIA WELDED B _ 4 4'-0"x6'-8`x1-1/4' BEDROOM CLOSET - - - - � O WOOD LOUVRE G WOOD C - _ �5 2�-8"x6'-8°x1-3/4" BEDROOM 2 6 PANEL WOOD E WOOD A UP31 3'-0"x6'-8'x1-3/4" WOMEN'S RESTROOM 20 MIN OAK SC Q HM WELDED B _ 5 2'-6'x6'-8"xl-t/4' LINEN CLOSET - - - - 6 PANEL WOOD E WOOD A - _ 16 2'-4"x6'-8"x1-3/4° BATHROOIA 6 PANEL WOOD E WOOD A UP32 3-0'x6'-8"xl-3/4° MEN'S RESTROOM 20 MIN OAK S C Q H A� WELDED 8 - - 6 2'-4"x6'-8"xt-3/4' BATHROOM - _ - - - � W000 LOUVRE H WOOD C - _ �7 4'-0'x6'-8'xt-1/4` BEDROOM 2 CLOSET WOOD LOUVRE H WOOD C UP33 3'-0'x6'-8'x1-3/4" LOBBY HOLLOW METAL L H M WELDED B - - o 7 3'-0'xs'-S"xt-t/a" w/D CLOSE7 - - - ' 18 2'-8'x6'-8"xt-3/4' BEDROOIA 3 6 PANEL WOOD E W000 A UP34 3'-0'x6'-8'xt-3/4° STAIR/VESTfBULE 1-t/2 HR HOLLOW MEfAL L H M WELDED B 8 2'-10'x6'-8"xt-3/4' MASTER BEDROOM - 6 PANEL WOOD E WOOD A - _ - - 19 3'-0'x6'-8"x1-1/4' BEDROOM 3 CLOSET WOOD LOUVRE H WOOD � UP35 3'-0'x6'-8"xt-3/4" GARAGE/VESTIBULE 1-1/2 HR HOLLOW METAL C H M wELDED 8 - g 2'-8"x6'-8� POCKET �AASTER BDRA� BATH - 6 PANEL WOOD P WOOD - - _ - - 1NOOD LOIJVRE H WOOD C - _ 20 2'-8'x6-8°xt-3/4' BEDROO6A 4 6 PANEL WOOD E W000 A UP36 3'-0'x6'-8"xi-3/4' STORACE 20 MIN HARDBO S C N H M WEIDED B - _ � 10 5'-0"x6-8'x1-1/4' MASTER BDRM CLOSET - - - - � 21 4'-0'x6-8"x1-1/4" BEDRO�M 4 CLOSET WOOD lOUVRE H w000 C 11 2'-0'x6'-8'xt-3/4' OWNERS ClOSET - 6 PANEL WOOD E WOOD A - - _ _ _ UP37 3-0'x6'-8"xt-3/4" STORAGE 20 MIN HARDBD 5 C N H 1A WELDED B _ _ - 12 3' FRENCH DR W/ 14' SIpELIGHT BALCONY - GLASS/FRENCH - SEE W�NDOW SCIi - - _ 22 2'-4'x6'-8' POCKET BEDROOM 4 BATHROOM - 6 PANEL WOOD P W000 A _ - UP38 3'-0'x6'-8'xt-3/4" IAUN�RY/CARAGE t-1/2 HR HOLLOW METAL C H M wELDED 8 � O 23 2'-o'x6'-8"xt-1/a" uNEN CLOSET WOOD LOUVRE G w00D � UP39 3'-0"x6'-8'x1-3/a" LAUNDRY/STA1R 20 MIN HdLLOw METAL L H►A wElDEO B - - 13 8'x8' SUDING GLA55 DOOR BALCONY - GLA55/FRENCH - SEE WINDOW SCM - - - - ' � UNIT 620 UP40 3-0"x6-8'xt-3/4" EMPLOYEES RESTROoM 20 MIN HARDBD 5 C N H►A WELDED B - � , UNR 517 _ - - _ i 3'-0'x6-8'x1-3/4" �ErlTRY fOAM CORE F PRE HUNG UP47 3'-0'x6'-8'x1-3/4" ELECTRICAI ROOM 1-t/2 HR HOLLOW METAL B H M WELDED = - O 1 3'-0"z6'-8'xt-3/4' ENTRY - FOAM CORE F PRE HUNG - - _ _ _ _ _ UP42 3'-0'x6'-8'xl-3/4" STORAGE - HARDBD S C N H IA wELDED B _ - � / � WOOD IOUVRE G WOOD C - _ 2 3'-0'x6'-8' FRENCH DOOR ENTRY/B��LCONY GLASS/FRENCH SEE WINDOW SCH 2 2'-6'x6'-8'x1-1/4" IINEN CLOSET - _ _ _ UP43 3'-0"xfi-8'xt-3/4' (2) STORAGE - NARDBD SC N HIA WELDED 8 - _ 6 PANEL WOOD E WOOD A - _ 3 3'-0'x6'-8"x1-3/4" ENTRY O�NNER M BDRM FOAA1 CORE F PRE HUNG t 1 3 2'-4'x6'-8"x1-3/4" BATHROOM - _ _ _ UP44 3'-0"x6'-8"xi-3/4" STORAGE _ NARDBD S C N H M WELDED B _ _ � 4 4'-9'x6'-8'xt-t/4' MASTER 13DRM CLOSET WOOD LOUVRE H WOOD C `/ 4 2'-4'x6'-8' POCKET BATHROOM - 6 PANEL WOOD P WOOD - - _ _ _ UP45 3'-0"x6'-8'xt-3/4" MAINTENANCE OFFICf HARDBD S C N H A1 WELDED B _ _ 5 3'-6'x6'-8"xt-1/4' KITCHENETTE CLOSET W000 LOWRE G WOOD C 5 4'-0"x6'-8'xt-1/4' BEDROOM CLOSEf - WOOD lOUVRE H WOOD C - - _ _ _ UP46 3'-0"x6-8'x1-3/4" HALL/EXIT 3/4 HR HOLLOW �1ETAL L H M wELDED B - 6 PANEL WOOD E WOOD A - _ 6 2'-10"x1'-8'x1-3/4° MASTER 13EDROOM 6 PANEL WOOD E WOOD A 6 2'-S'x6'-8'zt-3/4" BEDROOM - _ _ _ _ UP47 3-0'x6'-8"xt-3/4" GARAGE/EXIT 1-1/2 HR HOL10W METAL C H M WELDED 8 _ 7 2'-10"x�'-8' POCKET MASTER 13EDROOM 6 PANEL WOOD P WOOD ^ � ,. 7 2'-10'x6'-8'xt-3/4" MASTER BEDROOM - 6 PANEL WOOD E WOOD A - - _ _ _ UP48 3'-0'x6'-8"x1-3/4" S7AIR EXR 1 1/2 HR HOLLOW METAL C H M WELDED B - _ � A _ _ _ S 3'-6"x6'-8"xi-1/4' HALL CLOSET WOOD LOUVRE H WOOD C '�( ' � r ` g 2'-8'x6'-8' POCKET MASTER BATHROOM - 6 PANEL wOOD P WOOD _ _ _ UP49 3'-0'x6-8'xt-3/4" STORAGE HOLLOW METAL B H M WELDED B _ - `+_ .' - _ _ 9 2'-6"x6-8"x1-3/4' OWNERS CLOSEf _ 6 PANEL WOOD E WOOD A - _ - - � 9 5-0'x6'-8'x1-1/4' P.WSTER BDRM CLOSET WO00 LOWRE H WOOD C UP50 3'-O�x6'-8�x1-3/4" HOUSEKEEPING 20 AAIN HOLLOW METAI R H M WELDED 9 . � _ _ 10 2'-8"x6-8" POCKET MASTER BATHROOM 6 PANEL W000 P WOOD 10 � 2'-0"x6'-8'xt-3/4' OWNERS CLOSET - 6 PANEL WOOD E WOOD A _ _ _ UP51 3'-0"x6'-8"x1-3/4" STOR.4GE ROOM 20 MIN HOLLOW MEfAL B H IA wELDED B - - _ 11 2'-0'x6-8"xi-1/4' HALL CLUSET WOOD LOUVRE G WOOD C � 1 11 2'-6"x6'-8'x1-1/4' W/D CLOSET - WODD LOUVRE G WOOD C - _ _ _ UP52 MODEI �958-24 GARAGE DOOR SEE SPECS SECTION 08300 r-.r � •� ., _ 12 2'-4�x6-8"x1-3/4' BATHROOM HALL 6 PANEL WOOD E WOOD A '' 12 12'x8' SLIDING GLASS DOOR BALCONY - GLA55/FRENCH - SEE WiNDOW SCH - - �r�) •• s 13 - GIASS FRENCH - SEE WINDOW SCH - - 12'x8' S IDING GLASS DOOR BALCONY / - ' MEZZANINE LEVEL --. . � UNIT 516 � �� STEEL - - - � - - ,' 14 3'-0"x3-0' GATE BALCONY SEE DETAIL � - - 1 3'-0"x6'-8'xt-3/4' DRESSING RM/COR;IDOR 1-t/2 HR HOILOW 1AETAL L M A1 WELDED _ - ` t - - _ i '� '�', 1 3'-0'x6'-8"xt-3/4' ENTRY , - FOAM CORE F PRE HUNG 15 2'-8"x6-8"xl-3/4" BEDROOM 2 5 PANEL WOOD E wOOD A - - 2 2�_0•x6•_g• SAUNA SPECIFlCATION SECTION 10100 - u � y } = t WOOD LOINRE G WOOD C - - 16 4'-0'x6-8"xt-t/4" BEDR00�� 2 CIOSET - WOOD LOUVRE H WOOD C � HAR080 S C N H M WELDED B �1 � � 2 2'-O�x6'-8'x1-1/4' LINEN CLOSE� - - _ _ 3 2'-10'x6'-S�x1-3/4' BATHROOM _ _ ' ��� { _ - - - , 3 2'-4'x6'-8`x1-3/4' BATHROOM 6 PANEL WOOD E W000 A 17 2'-4"x6-8" zt-t/4" BEDROO�A 2 BATHROOM 6 PANEL WOOD E W000 _ - 4 3'-4"x6'-8'z1-3/4' MECHANICAL RM/CcRR 1-1/2 HR HOLLOW METAL B H M WELDED B � �j WOOD LOUVRE H WOOD C - - 18 2'-8"x6-8"xt-3/4' BEDROO�A 3 = 6 PANEI WOOD E WOOD A - - } 4 4'-O�x6�-S�x1-t/4' BEDROOM CLOSET � - 6 PANEL WOOD E WOOD A - - 19 3'-S'x6-8°x1-t/4' BEDR001A 3 CLOSET w00D LOUVRE H WOOD C �� R _ � � $ 2'-8"x6-8"xt-3/4' BEDROOM - _ _ - S I + 6 2'-10'x6-S'x1-3/4' MASTER BEDROOM - 6 PANEL WOOD E WOOD A - - 20 2'-0'x6-8"x1-1/4' LINEN CI.OSET - WOOD LOUVRE G W000 C - _ 1 3'-0'x6'-8"x1-3/4" VESTIBULE/OUTSIDE HOLLOW 1AEfAL R SEE WIN SCH B _ - ~ 7 2'-S'xfi'-8' POCKEf MAS �6ATHROOM - 6 PANEL WOOD P WOOD - - - 21 2'-8"x6-8'xt-3/4" BEDROOId 4 (MASTER) - 6 PANEL WOOD E WO00 A 2 3-0'x6'-8"x1-3/4° STAIR (DOWN)/VESIBULE 1-1/2 NR HOLLOW MEfAL C H 1A WELDEO B - _ I , I _ _ _ - WOOD LOUVRE H W000 C - - 3 3-0"x6'-8"x1-3/4" STAIR (UP)/VESTIBILE 1-1/2 HR HOLLOW METAL C HM WELDED B _ � W 8 5'-0"x6'-8'x1-1/4" MASTER BDRM CLOSET - WOOD LOUVRE H W000 C - 22 4'-0'x6 8"xt 1/4' BEDROOId 4 CLOSET - - - � g 2'-0"x6'-8'xt-3/4' OWNERS CLOSEf - 6 PANEL W000 E WOOD A - - 23 2'-4'x6'-8' POCKET BEDROOId 4 BATHROOM - 6 PANEL WOOD P WOOD � ' _ _ 4 3'-0'x6'-8"xi-3/4" FITNESS ROOM/LOBY 20 MIN OAK S C J H A� WELDED B - WOOD LOWRE G WOOD C - - 24 2'-4'x6-S"x1-3/4' HALL BATHROOM � - 6 PANEL WOOD E WOOD A 5 J'-0"x6'-8"x1-3/4" VESTIBUI.E/EXIT HOLLOW METAL R SEE WIN SCH B - _ O ( � 10 2'-6 x6�- �z1-1/4' W/D CLOSET - _ _ - v G1A55 FRENCH - SEE WINDOW SCH - - - 25 2'-6"x6-8°xi-t/4' W/D CU�SET - WOOD LOUVRE G W000 C 6 3'-0"x6'-8'xi-3/4" STORAGE NOLLOW METAL B H M WELDED B - - 11 12'x8' SU NC GlASS DOOR BALpON'� - � , - 7 3'-0"x6'-8"x1-3/4" (2) DUMPSTER HO�LOW METAL B HM WELDED � � UNITS 320, 420, 520 � � UNIT 621 8 3'-0'x6'-8'xi-3/4" YARD STORACE - HOLLOW MEfAL B H M WELDED B - - � , 1 3'-0"x6'= "x1-3/4' ENT Y - FOAM CORE F PRE HUNG - - 1 3'-0"xE-8"xt-3/4" ENTRY - FOAM CORE F PRE HUNG = = g 3'-0"x6'-S"xt-3/4" (2) MECHANICAL ROOM = HOLLOW METAL, B H M WELDED B _ WOOD GOVERED I , ' i 6 PANEL W000 E W000 A - - 2 3'-0"xf'-8'x1-3/4' ENTRY A�IASTER BORM - FOAM CORE F PRE HUNG ip J'-0"x6'-8"x1-3/4" RESERVATOIN (Exff' HOLLOW MEfAL l H AA WELDEO B w 2 2'-8'x6'-8'x1-3/4' BEDROOM - _ _ _ - � 3 2'-10'x6'-8�x1-3/4" MAS R BEDROOM � - 6 PANEL WOOD E WOOD A � - 3 4'-0"xf-8°x1�1/4" MASTER BDRM ClOSET - WOOD LOUVRE H WOOD C - - �� 3'-0"x6'-8'x1-3/4" ►AANAGER 20 MIN OAK SC Q WOOD A - _ 4 S'-0'x6'- �xt-3/4" �1ASTER BEDROOM CLOS - WOOD LOIJVRE H W000 C - - 4 2'-S'xE'-8" POCKET MASTER BATHROOM - 6 PANEL WOOD P WOOD - - �2 3'-0'x6'-8'xt-3/4" ASST MANAGER 20 1AIN OAK SC O WOOD A - _ + _ K TER BATHROOM ' - 6 PANEI WOOD P WOOD - - - 5 2'-6'"�u'-8' POCKET M BDRlA KITCHENE�TE - 6 PANEL WOOD P W000 A 13 3'-0'x6-8'xi-3/4" RESERVATION 20 MIN OAK S C Q WOOD A - _ � ^ � 5 2' B'x6'-8" POC ET _ _ � � 6 2'-0'x6'-S"x1-3/4' LI N CLOSET - WOOD LOUVRE G WOOD C - = 6 2'-6"xf-8'xt-3/4' OWNERS CLOSET = 6 PANEL WOOD E W000 A _ _ 14 3'-0'x6'-8'x1-3/4" RECEPTION 20 MIN OAK SC 0 WOOD A - -- 7 5'-0"x6'-8"xt-3/4" BDf{►A ClOSET - WOOD LOUVRE H WOOD C - 7 2-4'xf-8" POCKET BATHROAM 6 PANEL WOOD P WOOD 15 3-0"x6'-9' FRENCH OR (2) IOBBY/ExiT GLASS/FRENCH 0 - _ � " 8 2'-4'x6'-8'x1-3/4' BATHROO►A - 6 PANEL W000 E WOOD A - - 8 2'-8'xt'-8°xt-3/4" MASTER BEDROOM - 6 PANEL WOOD E WO00 A = = 16 3'-0'x6'-8'x1-3/4" STORAGE 20 MIN OAK SC Q WOOD A _ - � g 2'-0'x6-8"xt-3/4' (2) OWNERS CLOSET - 6 PANEL WOOD E WOOD A - 9 2'-S'xl'-8' POCKET MASTER BEDROOM - 6 PANEL WOOD P w00D A _ _ 17 3'-0'x6'-8'xt-3f 4" IOBBY/STAIR OAK S C J H AA WELDED B - _ � = 10 2'-6"x6'-8'xl-3/4' 1N/D CL.OSET - WOOD IOWRE G WOOD C - - 10 2'-6'xl'-8"xl-1/4' HALL CIOSET - WOOD LOUVRE G WO00 C - _ �g 3'-0'x4'-0'zl-3/4" STORAGE 20 MIN OAK S C Q H A1 WELDED 6 _ _ 11 12'XB' SUDING GlASS OOORS BALCONY - GLA55/FRENCH - SEE WINDOW SCH - - - 11 12'x8' iIIDINC GLASS DOOR BALCONY - GIASS/FRENCH - SEE WINDOW SCH WOOD LOU`ORE G WOOD _ - _ j`! .` � 19 1'-10'x6'-8'zi-1/4' BI-fOLD CLOSET 12 2'-6'x1'-8"xt-t/4' W/D CLOSET - WOOD LOUVRE G WOOD C - - 2p 2'-4"x6'-8"xt-1/4" BI-FOLD STORAGE - WOOD LOUYRE G WOOD � UNITS 318. 418 - - - ' - FOAM CORE F PRE HUNG - - 13 2'-4'xt'-8'x1-3/4' HALL &1THROOM - 6 PANEL WOOD E WOOD A - _ y� 2'-10'x6'-8'x1-3/4' UNISEX RESTROOM - OAK 5 C Q WOOD A - � �' 1 3'-0"x6'-8'x 1-3/4' ENTRY - , 14 2'-8'xt'-8'x1-3/4' BEDR001A 2 6 PANEL WOOD E w00D A 22 6'x8' SLIDING GIASS DOOR FITNESS ROOM/BAICONY GLASS/FRENCH SEE WINDOW SCH - 2 2'-6'x6'-8'x1-1/4' ENTRY CIOSEf - WOOD LOWRE G WOOD C - - _ - - - - ' - - � 6 PANEL WOOD E WOOD A - _ 15 4'-0'xc'-8'xt-t/4' BEDROCM 2 CLOSET WOOD IOWRE H WOOD C 23 6'x8' SUDING GULSS DOOR FlTNESS ROOM/BAICONY GLASS/FRENCH SEE WINDOW SCH � 3 2''-4'x6'-8'z1-3/4' OWNERS CLOSET - - - - W 16 2'-4'x1'-8" xt-1/4° BEDROQM 2 BATHROOM 6 PANEI WOOD E WOOD A 4 2'-6'x6'-8"xi-t/4" W/D CIOSET - WOOD LOUVRE G WOOD C - - _ _ _ FLOOR 4 _ _ , 17 2-0"x6'-8'xt-1/4' UNEN ('LOSET WOOD lOUVRE G WOOD C �—� ' S. 2'-4"x6'-8"xt-3/4' BATHROOM ' - 6 PANEL W000 E N'OOD A - - _ _ _ 1 3'-0"x6'-8'x1-3/4" VESTIBULE/CORRIO)R HOLLOW METAI l SEE WINDOW SCH B - - tg 2'-8'x�'-8'x1-3/4' BEDROC�M 3 6 PANEL WOOD E WOOD A 6 2'-4'x6'-8� POCKET BATHROOAd - 6 PANEL WOOD P WOOD - - - _ _ _ 2 3'-0'x6'-8"x1-3/4' VESTIBULE/STAIRS t-t/2 HR HOLLOW �AETAL C H 1d WELDED B _ 1g 3'-8"x�-8"xt-1/4' BEDROC�M 3 CLOSET WOOD LOUVRE H WOOD C � 7 4'-0"x6'-S"xt-1/4' BEOROOM CLOSET - WOOD LOUVRE H WOOD C - - _ _ _ 3 3'-0"x6'-8"xt-3/4" VESTIBULE/L088Y 20 A�IN OAK S C Q H M WEIDED B _ 6 PANEL WOOD E WOOD A - - 2� 2�-8�x�-8"zt-3/4' BEDROCIM 4 (AAASTER) 6 PANEL WOOD E WOOD A - � 8 2'-B"x6'-8"x1-3/4' BEDROOM � - _ _ 4 3'-0'x6'-8'zt-3/4` ACCOUNTINC - OAK SC 0 HAA WELDED B _ � 21 4'-0'x>'-8�x1-1/4' BEDROC�AA 4 CLOSET WOOD LOUVRE H WOOD C � g 2'-10"x6'-8'x1-3/4' PAASTER BEDRQOMI - 6 PANEL WOOD E WO00 A ' - 22 2-4'x>'-8" POCKE7 BEDRO(rM 4 BATHROO�A - 6 PANEL w00D P WOOD _ - - - 5 3'-0'x6'-8"x1-3/4" SALES _ OAK S C Q H 1� WELDED B - 10 5'-0"x6'-8'xt-1/4' MASTER BORM JCL(�15ET - WOOD LOWRE H WOOD C - - ' 6 3'-0"x6'-8'xt-3/4" SALES OFFICE OAK S C Q H AA WELDED B - � f 11 2'-8"x6'-8' POCKET MAStER BATH M - 6 PANEL WOOD P WOOD - - - � LOWER PARKING LE'�EL 7 3'-0'x6'-8'xt-3/4" ACCOUNTING OFfl� - OAK S C Q H A1 WELDED B _ O 12 12'x8' SUDING GIASS DOOR BALCONY � - GLASS/FRENCH - SEE WINDOW SCH - - - LPt 3-0'xi'-8"x1-3/4' STORAGE 3/4 HR HOLLOW MEfAL 8 H M WELDED B - - g 3'-0"x6'-8'z1-3/4° BUSINE55 CENTER - FOAM CORE . F PRE HUNG = _ - I � � I ' LP2 3'-0'zi-8"x1-3/4' VESTIBULE 1-1/2 HR HOLLOW �AETAL C H A1 WELDED B - - g 8'x8' SUDING GLA55 DOOR BUSINESS CENTER - GLASS/FRENCH - SEE WINDOW SCH � UNIT 51� - - � � fOAM CORE F PRE HUNG - - LP3 3-0"x5'-8"x1-3/4' ELEV E�UIPMENT 3/4 HR HOLLOW METAL 8 H►A WELDED B � 1 3'-0"x6'-8'x1-3/4' ENTRY - , _ _ FLOOR 5 - _ �P4 3'-0'�fi'-8'xt-3/4' STAIR 1-1/2 HR HOLLOW METAL C H M WELDED B 2 3'-0"x6'-8'x1-3/4' ENTRY (MASTER BDRA�) - FOAM CORE F PRE HUNG - - _ _ 1 3'-0"x6'-8'xt-3/4` VESTIBULE/CORR1pR HOLLOw METAL L SEE WINDOW SCH B _ _ 3 2'-6"x6'-8'xt-1/4' ENTRY CLOSEf - WOOD LOUVRE G WOOD C - _ L�'S 3'-0��&'-S�x1-3/4' STORAG'E 3/4 HR HOLLOW METAL B H M WELDED B - _ _ - LP6 3'-0'�b'-8'x1-3/4' STORAC�E 3/4 HR HOLLOW �AETAL B H 1A WELDED 8 2 3'-a'x6'-8'x1-3/4" VESTiBULE/STNRS 1-1/2 HR HOLLOW METAL C H A1 WELDED B 1 4 4'-0"x6'-8'zt-1/4' MASTER B�RM ClOSET - W000 LOWRE H WOOD C - - _ _ 3 3'-0'x6'-8"xt-3/4" STORAGE 20 MIN OAK 5 C Q H M WELOED B _ - �, LP7 3'-0'r''i'-8'x1-3/4' STORAC�E 3/4 HR HOLIOW METAL B H IA WEL�ED B $ 2'-8'x6'-S'xt-3/4" NASTER BEDROOM - 6 PANEL WO00 E WOOD A - - _ _ 4 3'-0'x6'-8"xt-3/4" CONFERENCE ROOA 20 MIN OAK S C J H M WEI.DED E _ i LPB 3'-0"�b'-8"x 1-3/4' b1AiNTEIVANCE SHOP 1 1/2 HR> HOLLOW METAL C H M WELDED B 6 2'-8"x6'-8' POCKEf I�WSTER BEDROOM - 6 PANEL WOOD P WOOD - - - 6 PANEL WOOD E WOOD A - _ LP9 3'-0'�f'i'-8"x1-3/4' STAIR 1-1/2 HR HOLLOW METAL C H IA WELDED B FLOOR 6 _ , 7 2'-4"x6-8'xt-3/4" OWNERS CLOSET - - I 1 3'-0'x6'-8'xt-3/4' VESTIBULE/CORRI[OR HOLLOW METAL L SEE WINOOW SCH B � , 2 3'-0'x6'-8"x1-3/4" VESTiBULE/STaRS �-1/2 HR HOLLOW METAL C H u wELDED B - - i 3 3'-0"x6'-8'xt-3/4" STORAGE 20 MIN OAK SC Q HIA WELDED 8 - - _ i i VARI ES VARI ES VARI ES � � 3._p» 6'-0" I 3'-0" 3'--0" 3'-0" VARIES 3'-0" � . � - ' w ^ � � ~ ~ HAVEKOST+ASSOC. VARIES 3 —�n VARIES 2�-10" OR 3'-0° VARIES VARIES 2•_� •� � � 2'-0" " " � �—'` �----'I` 2—� 2 —� 6 N Ni A R C H t T E C T S PC � '�`------� 2•-2�4� •� -�—� � � � � � � 8�-0�� c° - � DENVER. CO 80203 � ` 1121 GRANT STREET �, � 1 � � �`— � � d' 303 / S61-1 121 1 \ N I . p N � % \ / N / ` O f_ _ _ _ - \ � - N � N W � `'—' DATE � � N � � _ ° _ " \/ � N � � � � °° Q Q � 3/10/00 � = L = = oo ao eo , °° n b � � � Q � � . b = > > . � �°i � � ° � �' � � � i� o � ��� � � o o `° / `° `° `° cD \ c� o SCALE , » ; _ � � � � \ i i 1�4"=i —0 . � \ � � \ � � / \ M \ � / � \ M \ M / '1� \ \ � � � � DRAWN K R � . G WOOD LOUVRE H WOOD LOl7VRE J OAK VEVEER K HARDBD S C L H M PA�NTED OM COILING ROLL—UP DOOR �N HARDBD OP POCKET DR OQ OAK VENEER OR HOLLOW METAL OS PAIR, OAK VENEER OA WOOD� �B H M. WELDED, O WOOD/STAiN �OB OB HM PAINTED CO H M PAINTED O 6 PANEL �F VENEER TO O O O S C WITH O POCKET DOOR O W/ WIRE PASS THRU � BANQUET S C 6 PANEL S C W/ UPP[R S C W/ GIASS LITE STAIN PAINTED CLOSET ANTLERS W/ WIRE WOOD MATCH EXIST'G BI—FOLD DOUBLE BI—FOLD GIASS LITE W/ LOCKS GLASS LITE AND BAR, PRE—FINISHED WOOD GLASS VbINDOW SHE ' GtASS LITE � ; � DOOR FRAME TYPES � � DOOR TYPES � SCALE 3/16" = 1'-0" � ' SCALE. 3/16" = 1'-0" ' � �, , � � - - - -- -__�- - _ � , REVISIONS BY ?,, . � 7'-10" 11'-10" ' � „ 5-10" I ,� — ---� 5 T,� WIND�W SCHEDU �E � -�� �•�,u j/ �� � � �'_On �,_�y � �'_�n �,_O" ,�C� ;-;, ,, ,, � � 'I`�---,�- 5-0" �`—�- 6�-0" '�— '� � �' ..�__ � LETTER TYPE SIZE , � x 2„ T� *- � � � � ._i, � ; , ^� _ / ,� ; � 4 � D A CASEMENT 36 48 . ,. r.� �� . / / (� � 1� j� � r`,) i' � ,_�-:•k r, � �� o N a / F o � 3'-8" B FIXED , 40 60 '�--� _. , o �r, � �r, � ° �n ' ,,; ,-'� � � � � ' , �, � � C GLIDER 60 50 �r ..� � � � � � � , � - - � ;�� � � ' `�� ; - - � - - - ,� � ,� - � �„ , � ,� � D. CASEMENT 20 60 �F Cp� /% , , � ;j 1 �, ; ` � F G H I J � E• GLIDER (CUSTOM) 72 48 ' �y A B t C D E ; , �. F GLIDER (CUSTOM) 72 60 "' . DAN�EL , , ' ; � � � ( � , G SLIDING GLASS DOOR 72 80 j , 4'-0„ , , h H SLIDING GLASS DOOR (CUSTOM) 96 96 ; � p ��`�`� , j � , -o , �/ ; ` 5/8" TYP � 2'-0� �� I SLIDING GLASS DOOR (CUSTOM) 144 9,5 ' .� ��i '��—'� 2'-0" �� 3'-8" 6'-4" ; � '�— � � � r � .� _ " =r � .` \ �-� t'-fi" 2'-4" 3'-0" 3'_4" J AWNING 44 ' � ° ^ ' � � \ � � ,��-'�` '�` �� 3�_p„ �-� - .'k-�` � _ - - K FI X E D/ 48 48 � � ' � , , _ � i � _ � o \ 3'-8" _ �� oO � _ � AWNING 48 24 o �c_� � _ _ -'k- - , � `° i �) ! C° "f � � o o � ' o � o c , � ' + `' / 'k- `�' ; � � ' o �. �' � `` � L FIXED/ 48 40 , , , _ � �- , �_ _ �: o %�� - , � � -- - _ a_._`4 ._ i" t � , , � I- � N� �- / _ _ � - � AWNING 48 24 � _ , ; � M _ _ � o � K L M N 0 P Q R S T U V W X Y ' 0 ' , � , N CASEMENT 24 72 � � � , � , o _ - E--� Q ` ; . � � � t'-0" 3'�0" � P FIXED 44 24 �� 0 , - � i Q CASEMENT 24 60 � 2'-10" � � _ ��� � � , 2�_0" 5�_��� ��_4° t'-g" R FIXED 20 4 O � ��� 5'-0" 8'-a" �'* �` �` ��` 2_s 4 � ,�--� ' �---�K � � � ,� � �'—� '�--'� S FI X ED SI D ELIG HT 12 80 � � , � 4-0 � � � U , � ' � ' � � � o � � ' ' —'� � I I 2, 6� _�� _ , _ _ T FIXED 28 48 ; , t ^ 3'-4 � i - o � o � i� � � o � \ , , `° � -� , - � F, � � � � �`--'� N ; � " U FIXED 36 36 „ � , , � � , / � � � ' `� ; , 'f' j � � i � � `� � i � ' ' V FIXED 36 48 �� , ' / � a- _ � \ _ _ _ . � , %- ✓ � �J' 1 " , { N � ` \ � I N � � ` � W FIXED 44 60 � � _ / 1 _ , � .�- �- - , ,' � � � 4a 48 �� z a Z AA BB CC DD EE FF GG HH II JJ KK LL X FIXED ; , - Y CASEMENT/ 28 60 - � � ' ; - F I X E D 48 60 a°°°°I O i - T�7' T�T T Tj �T U ' dY D O Yd � ..L_�� V ATI OlV � Z FRENCH DOOR, INSWtNG 36 80 � ; 2 IN � ' A9 �� � � � AA SWINGING FRENCN DOOR (CUSTOM} 36 96 � � 1/4 = 1 -0 � W/ SIDELIGHT (CUSTOM) 14 96 W � , r _.._,� , ; BB AWNING 40 28 � � , i � � CC FIXED 48 48 � � � � , DD FIXED 60 60 W � � ,n EE GLIDER (CUSTOM) 96 60 � � � - Q �--�-' - a FF FIXED 24 66 ^ � 4 � - -_..�_ ; ° - GG FIXED 60 66 ' v ' � ; ` ° HH FfXED 16 66 � HEAD � U II GLIDER 30 30 � ' u �T ,� JAMB `� 1 � , —�Y JJ CASEMENT 30 60 I , , . HEAD KK FIXED/ 48 36 � `�— .�--- � � AWNING 48 24 W ° _.---- LL FI X E D 20 64 � ° � z ° . _--- a N OTE S• `�`~~ v 1� � , JAMB ° �� ° ' � -WINDOW LOCATIONS NOT SHOWN ON ELEVATIONS O � f " '�I � , SILL � {�� � SHEET A3 ROOM U36, U39 OV , ' , � ' � ' SHEET A4 FiTNESS ROOM 31 1 OS , � , � i . � : ' � Q � ' � , � ,, � o -NO BRICK MOLD TRIM TO BE USED ON WINDOWS OR � , „ a a a , ; , � �; a SLID►NG/HINGED GLASS DOORS , , , � � ° ° ° ° TRANSOM , ° ° a �� � -ALL WINDOWS & SLIDING/HINCED GLASS DOORS TO BE � � � � ° � � FINISHED W/ MANUFACTURER'S ALUMINUM CLAD � _ — _ ,� � a� ��% �1 , �7 a d � o a COVERING, PREFfNISHED CQLOR AS SELECTED � a Q a a , ° u U -WINDOWS & SLIDING GIASS DOOR SHALL BE FURN{SHED HAVEKOST+ASSOC. 3 - ° W/ 5/8" SIMULATED DIVIDED LIGHT MULLIONS INSIDE & ;,2i GRANTCSTREET i SILL - ° a OUTSIDE (FINISHED TO MATCH ADJACENT FRAME) °o�j' 6o so12i a � � , � ° HEAD DATE ; � 3/io/oo , - ; a a o SCAI.VARIES j �- DRAWN K R. ' � i JOB ANTLERS { TYPICAL �VIND ��T DETAILS 2 TYPICAL C�LIDING GLASS DO � R D � TAILS SHE� i 2 � A9 A9 1 _1/2„ = 1 , _�„ � . 1 _1�2„ _ � , _��, � . � a � , � � , , � , . = a- �..�_ _ , - � - _- _ __ o � , .,�<, ' REVISIONS BY ' -., ° , ROOIVI FINISH SCHEDULE . . wa,��s , NUM NAME FLOOR MATERIAL BASE NORTH EAST SOUTH WEST CEILING MATERIAL HEIGHT NOTES LOWER PARKING LEVEL � L01 MAINTENENCE SHOP EXPOSED CONCRETE — GBDW TAPE ONLY EXPOSED CONCREfE EXPOSED CONCRETE GBDW, TAPE ONLY EXPOSED CONCREfE 8'-0" — L02 STORAGE EXPOSED CONCRETE — GBDW TAPE ONLY EXPOSED CONCRETE EXPOSED CONCREfE GBDW, TAPE ONLY EXPOSED CONCRETE 8'-0" — ~ L03 VESTIBULE EXPOSED CONCRETE — GBDW TEXTURED SATtN ENAMEL PAINT EXPOSED CONCRETE, RU88ED FINISH EXPOSED CONCRETE� RUBBED FINISH EXPOSED CONCRETE,RUBBED FINISH GBDW TEXTURED �ATIN ENAMEL PAINT 8'-0" — � f L04 ELEVATOR EQUIPMENT EXPOSED CONCRETE — EXPOSED CONCRETE EXIST�NG CONCRETE GBDW� TAPE ONLY EXPOSED CONCRETE SUS NDED GBDW, TAPE ONLY 8'-0" — � ' L05 STORAGE EXPOSED CONCRETE — N W WALL: EXPOSED CONCRETE GBDW, TA,PE ONLY ' GBDW, TAPE ONLY GBDW, TAPE ONLY EXPQSED CONCRETE 8'-0" — , , �� L06 STORAGE EXPOSED CONCRETE — GBDW TAPE ONLY GBDW, TA,PE ONLY GBDW, TAPE ONLY EXPOSED CONCRETE EXPOSED CONCRETE 8'-0�� — ' �f �p� ,% ' L07 STORAGE EXPOSED CONCRETE — GBDW TAPE ONLY GBDW, TA,PE ONLY EXPOSED CONCRETE � EXPOSED CONCRETE EXP SED CONCRETE 8'-0" — ��p, � , L08 PARKING GARAGE ExPOSED CONCRETE — ExPOSED CONCRETE ExPOSED CONCRETE ExPOSED CONCREfE �' EXPOSED CONCREfE ExPOSED CONCREfE 8'—O" — � �� o — EAST STAIRS EXPOSED CONCRETE — EXPOSED CONCREfE ' EXPOSED CONCRETE EXPOSED CONCRETE EXPOSED CONCRETE EXPOSED CONCREI': VARIES — � y UPPER PARKING LEVEL � + •"� ' . pAN'Et ' U01 STORAGE EXPOSED CONCRETE — GBDW TAPE ONLY EXPOSED CONCREf� � GBDW, TAPE ONLY EXPOSED CONCRETE EXPbSED CONCREf[ — — UO2 ELECTRICAL ROOM EXPOSED CONCRETE +— GBDW FIRE TAPE GBDW FlI�E TAPE ' EXPOSED CONCRETE EXPOSED CONCREfE EXPOSED CONCREr[ — — .�''�' UO3 RAMP EXPOSED CONCRETE — GBDW, TEXTURED, SATIN ENAMEL PAINT GBDW, TE:XTURED, SATIN ENAMEL PAINT GBDW, TEXTURED, SATIN ENAMEL PAINT GBDW, TEXTURED SATIN ENAMEL PAINT EXPOSED CONCRET[ — — ,�f0 ��`�►�' U04 WARMING ROOM SHEET VINYL 4" RUBBER BASE GBDW TEXTURED SATIN ENAMEL PAINT GBDW TE:XTURED q'iN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT CONC. SPRAYED-011 SIMULATED ACOUSTICAL — — U05 SKI STORAGE SHEET VINYL 4" RUBBER BASE GBDW TEXTURED SATIN ENAMEL PAINT GBDW TE:XTURED S TIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAfNT — — U06 MECHANICAL ROOM EXPOSED CONCRETE — EXPOSED CONCRETE EXPOSED CONCRET ' EXPOSEO CONCRETE GBDW, FIRE TAPE ONLY EXPOSED CONCRET[ — — , � U07 VESTIBULE EXPOSED CONCRETE — — EXPOSED CONCRETE, RU88ED FINISH EXPOSED CONCRETE, RUBBED FINISH EXPOSED CONCRETE, RUBBED FINISH SUSPENDED GBDW. PAINT 9'-0" SUSPENDED CEILING 9' � A.F.F � U08 BOILER ROOM EXPOSED CONCRETE — EXPOSED CONCRETE EXPOSED CONCRETE EXPOSED CONCRETE EXPOSED CONCRETE EXPOSED CONCRET[ 8'-0" , U09 STORAGE EXPOSED CONCRETE — N W WALL: CONCREfE GBDW FIRE TAPE �� EXPOSED CONCREfE — EXPOSED CONCRET[ VARIES — , � U10 STORAGE EXPOSED CONCRE7E — EXPOSED CONCRETE S E WALI_: GBDW, FIRE TAPE ONLY — EXPOSED CONCRETE SUSPENDED GBDW, TAPE ONLY 9'-0" SUSPENDED CEILING 9' � A.F.F. U11 KITCHEN STORAGE EXPOSED CONCRETE — N W WALL GBDW, TAP� ONLY EXPOSED CONCREfE EXPOSED CONCRETE — SUSPENDED GBDW 9'-0" SUSPENDED CEI�ING 9' � A,F.F U12 KITCHEN SHEET VINYI. 4" RUBBER BASE GBDW CATALYZED COATNG GBDW Ci'�TALYZED C ATING GBDW CATALYZED COATING GBDW CATALYZED COATING SUSPENDED GBDW CATALYZED COATING 9'-6" SUSPENDED GRID WITH GBDW � U 13 RAMP SHEET VINYL 4" RUBBER BASE GBDW CATALYZED COATING GBDW Ci'�TALYZED COATING GBDW CATALYZED COATING GBDW CATALYZED COATING SUSPENDED GBDW CATALYZED COATING 8� SLOPING REFER TO SHEET A19 ' U14 BANQUET CARPET WOOD GBDW ENAMEL PAINT GBDW E�VAMEL PAINT GBDW ENAMEL PAINT GBDW ENAMEL PAINT ACOUSTIC TILE GRI[� & GBDW PAINT 12' 13'-6" REFER TO SHEET A19 � O � U15 BANQUET STORAGE SHEET VINYL 4" RUBBER BASE EXPOSED CONCRETE GBDW FIRE TAPE ONLY GBDW, FIRE TAPE ONLY GBDW, FIRE TAPE ONLY EXPOSED CONCRETE 8'-0" — , U16 BAR SHEET VINYL 4" RUBBER BASE GBDW ENAMEL PAINT GBDW E�JAMEL PAIN7 GBDW ENAMEL PAINT GBDW ENAMEL PAINT CONC. SPRAYED-011 SIMULATED ACOUSTICAL 8'-0" 8' ROLL—UP DOOR NORTH Q , U 17 ENTRANCE CARPET WOOD GBDW ENAMEL PAINT GBDW E��AMEL PAINT GBDW ENAMEL PAINT GBDW ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT 7'-10" REFER TO SHEET A19 O � U18 HALL CARPET WOOD GBDW ENAMEL PAINT GBDW EI�AMEL PAINT GBDW ENAMEL PAINT GBDW ENAMEL PAINT ACOUSTIC TILE GRID 9'-6" 11� — �� Q U19 STAIR EXPOSED CONCRETE — GBDW ENAMEL PAINT GBDW, SI�TIN ENAMEL PAINT GBDW, SATIN ENAMEL PAINT GBDW, SATIN ENAMEL PAINT GBDW, SATIN ENAM�L PAINT VARIES REFER TO SHEET A19 � � U20 MEN'S RESTROOM SHEET VINYL 6" RUBBER BASE GBDW CATALYZED COATNG GBDW, C��TALYZED COATING GBDW CATALYZED COATING GBDW CATALYZED COATING GBDW SATIN ENAMEL PAINT 7'-10" WAINSCOAT CER. TILE ON W.R. GBDW , . U21 wOMEN'S RESTROOM SHEET vINYL 6" RUBBER BASE GBDw, CATALYZED COATNG GBDw C�aTALYZED COATING GBDW CATALYZED COATING GBDw CATALYZED COATING GBDW SATIN ENAM:L PAINT 7'-1 O" WAINSCOAT CER. TILE ON w.R. GBDw �� � - U22 LOBBY CARPET WOOD GBDW ENAME� PAINT GBDW EIJAMEL PAINT GBDW ENAMEL PAINT GBDW ENAMEL PAINT ACOUSTIC TILE GRID 9�-6» � �' — : U23 VESTIBULE SHEEf VINYL 4" RUBBER BASE GBDW, TEXTURED SATIN ENAMEL PAINT GBDW, TE:XTURED, SATIN ENAMEL PAINT GBDW TEXTURED, SATIN ENAMEL PAINT GBDW, TEXTURED, SATIN ENAMEL PAINT GBDW, TEXTURED SATIN ENAMEL PAINT 8'-0" — � � ' _ U24 GARAGE STORAGE EXPOSED CONCRETE — EXPOSED CONCRETE GBDW FIRE TAPE ONLY GBDW FIRE TAPE ONLY EXPOSED CONCRETE SUSPENDED GBDW TAPE ONLY 9'-0" SUSPENDED CEILING � 9' A.F.F. O r U25 STORAGE EXPOSED CONCRETE — EXPOSED CONCRETE EXPOSED CONCRETE EXPOSED CONCRETE EXPOSED CONCRETE EXPOSED CONCRETE — — � ' U26 STORAGE EXPOSED CONCRETE — � EXPOSED CONCRETE GBDW FIRE TAPE ONLY GBDW FIRE TAPE ONLY EXPOSED CONCRETE EXPOSED CONCRETE — — ( � U27 EMPLOYEE RESTROOM SHEET VINYL 4" 6" ADA TOILET GBDW, CATALYZED COATNG GBDW, C�aTA�YZED COATING GBDW, CATALYZED COATING GBDW, CATALYZED COATING SUSPENDED GBDW, SATIN ENAMEL PAINT 8'-0" — �.�I `-••J U2$ HALL SHEET VINYL 4" RUBBER BASE GBDW PAINT GBDW P�41NT GBDW PAINT GBDW PAINT SUSPENDED GBDW PAINTED 8'-0" — ``�.� U29 H�USEKEEPING STAIR RUBBER TREAD 4" RUBBER BASE GBDW ENAMEL PAINT GBDW EIVAMEL PAINT GBDW ENAMEL PAINT GBDW ENAMEL PAINT SUSPENDED GRID �COUSTICAL PANEL VARIES — U30 HOUSEKEEPING SHEET VINYL 4" RUBBER BASE GBDW ENAMEL PAINT GBDW EIVAMEL PAINT GBDW ENAMEL PAINT GBDW ENAMEL PAINT SUSPENDED GRID �COUSTICAL PANEL 10'-6'� — � � � U31 ELECTRICAL ROOM EXPOSED CONCRETE — GBDW, FIRE TAPE GBDW, FIRE TAPE GBDW, FIRE TAPE . GBDW FIRE TAPE ONLY EXPOSED CONCRET: 8'—��� — ' �J' 1 , U32 STORAGE SHEET VINYL 4" RUBBER BASE GBDW FIRE TAPE GBDW FIRE TAPE GBDW �IRE TAPE GBDW FIRE TAPE SUSPENDED GRID �COUSTICAL 8'-0" — � � U33 STORAGE SHEET VINYL 4" RUBBER BASE GBDW FIRE TAPE EXPOSED CONCRETE' GBDW FIRE TAPE G�DW FIRE TAPE SUSPENDED GRID �COUSTICAL 8'-0" — � U34 HALL SHEET VINYL 4" RUBBER BASE GBDW ENAMEL PAINT GBDW EIVAMEL PAINT GBDW ENAMEL PAINT GBDW ENAMEL PAINT SUSPENDED GRID �COUSTICAL 8�-0° — � = U35 STORAGE SHEET VINYL 4" RUBBER BASE GBDW, FIRE TAPE GBDW, FIRE TAPE EXPOSED CONCRETE GBDW, FIRE TAPE SUSPENDED GRID �,COUSTICAL 8'-0" — � - U36 MAINTENANCE OFFICE SHEET VINYL 4" RUBBER BASE GBDW PAINT GBDW P�41NT GBDW PAINT GBDW PAINT SUSPENDED GRID �COUSTICAL 8'-0" — � U37 EXIT HALL EXPOSED CONCREfE — GBDW ENAMEL PAINT GBDW EIVAMEL PAINT GBDW ENAMEL PAINT GBDW ENAMEL PAINT SUSPENDED GBDW PAINTED 8'—�" — O � U38 PARKING GARAGE EXPOSED CONCREfE — EXPOSED CONCRETE EXPOSED CONCRETE EXPOSED C�NCRETE EXPOSED CONCRETE EXPOSED CONCRET: & SUSPENDED GRID VARiES SEE REFL. CLG. PLAN A?? �� U39 HOUSEKEEPING OFFIC SHEET VINYL 4" RUBBER BASE GBDW, PAINT GBDW, P�41NT GBDW, PAINT GBDW, PAINT SUSPENDED GRID �COUSTICAL 8'-0" — � ( 1 — BOILER ROOM STAIRS EXPOSED CONCRETE — EXPOSED CONCRETE EXPOSED CONCRETE EXPOSED CONCRETE EXPOSED CONCRETE EXPOSED CONCRETE VARIES — U — PARKING STAIRS EXPOSED CONCRETE — EXPOSED CONCRETE EXPOSED CONCRETE EXPOSED CONCRETE EXPOSED CONCREfE EXPOSED CONCRETE VARIES — �� , MEZZANINE LEVEL � M01 DRESSING ROOM SHEET VINYL 4" RUBBER BASE GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAME� PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT CONC. SPRAYED—ON SIMULATED ACOUSTICAL 7'-6" — � , M02 RESTROOM SHEET VINYL 4" RUBBER BASE GBDW CATALYZED COATNG GBDW C,ATALYZED COATING GBDW CATALYZED COATING GBDW CATALYZED COATING CONC. SPRAYED—OV SIMULATED ACOUSTICAL 7'-6" — � , M03 SAUNA REDWOOD PRE—FAB — REDWOOD ON GBDW REDWOOIJ ON GBDW REDWOOD ON FURRED CONCRETE REDWOOD ON GBDW REOWOOD ON CONCREfE 7'-6" — � O � , M04 MECHANICAL STORAGE EXPOSED CONCRETE — EXPOSED CONCREfE GBDW, FIRE TAPE ONLY EXPOSED CONCRETE EXPOSED CONCREfE EXPOSED CONCRET: $'—�� — ; FLOOR 3 ' 301 MANAGER'S OFFICE CARPET WOOD GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT ACOUSTIC TILE GRID 10'-0" — � I 302 RESERVATIONS OFFICE CARPET WOOD GBDW TEXTURED SATIN ENAMEL PAfNT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT ACOUSTIC TILE GRID 8'-0" — � W ' 303 ASSISTANT MANAGER CARPET WOOD GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAME� PAINT GBQW TEXTURED SATIN ENAMEL PAINT ACOUSTIC TILE GRID 10'-0" REFER TO SHEET A19 ' P/ .� � 304 RECEPTION CARPET WOOD GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAME� PAINT 1 2 ACOUSTIC TILE GR�D 1 2 GBDW 8'-10" 8'-6" — ' 305 WAITING CARPET WOOD GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT SUSPENDED GBDW PAINTED 10'-0" CONTINUOUS GBDW COVE, REFER A19 O ^ ', 306 LOBBY GALLERY CARPET WOOD GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT SUSPENDED GBDW PAINTED 10'-0" — , �1 307 STORAGE EXPOSED CONCRETE — 1 2 CONCRETE 1 2 CBDW TAPE ONL GBDW TAPE ONLY EXPOSED CONCRETE GBDW TAPE ONLY SUSPENDED GBDW TAPE ONLY 8'-0" — � 1 - ._ � 308 STORAGE SHEET VINYL 4" RUBBER BASE GBDW FIRE TAPE GBDW FIRE TAPE EXPOSED CONCRETE GBDW FIRE TAPE SUSPENDED GBDW FIRE TAPE 8'-0° — Q ' �!! . '•�� r� ; 309 LOCKER ROOM SHEET VINYL 4" RUBBER BASE GBDW ENAMEL PA1NT GBDW E NAMEL PAINT GBDW ENAMEL PAINT GBDW ENAMEL PAINT CONC. SPRAYED—OJ SIMULATED ACOUSTICAL 8'-0" SHOWER, CER. TILE ON WONDERBD. � ' _ , , P , 310 UNISEX RESTROOM SHEET VINYL 4" RUBBER BASE GBDW CATALYZED COATNG GBDW C,ATALYZED COATING GBDW CATALYZED COATING �• GBDW CATALYZED COATING CONC. SPRAYED—OJ SIMULATED ACCOUSTICAL 8'-0" WAINSCOAT CER. TILE ON W. R. GBDW � � 311 FITNESS ROOM SHEET VINYL 4" RUBBER BASE GBDW ENAMEL PAINT GBDW ENAMEL PAINT GBDW ENAMEL PAINT GBDW ENAMEL PAINT CONC. SPRAYED—OV SIMULATED ACOUSTICAL 8'-0° — �J 1 � 4_��.;,y ��� - 312 STORAGE � SHEET VINYL 4" RUBBER BASE GBDW ENAMEL PAINT BIFOLD IDOORS 't GBDW ENAMEL PAINT � GBDW ENAMEL PAINT CONC. SPRAYED-0� SIMULATED ACOUSTICAL 8'-0" _ � � ` 313 CLOSEi' SHEET VINYL 4'M RUBBER BASE GBDW ENAMEL PAINT BIFOLD IDOORS GBDW ENAMEL PAINT ' GBDW ENAMEL PAINT CONC. SPRAYED—OV SIMULATED ACOUSTICAL 8'-0" _ � � ; '; ,.; 314 LOBBY VESTIBULE , SHEET VINYL 4 RUBBER BASE GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PA1NT GBDW TEXTURED SATIN ENAMEL PAINT � GBDW TEXTURED SATIN ENAMEL PAINT CONC. SPRAYED—OV SIMULATED ACOUSTICAL 8'-0" O , �'' ',:� ' 315 STORAGE EXPOSED CONCRETE — EXPOSED CONCREfE EXPOSE[) CONCRETE EXPOSED CONCRETE EXPOSED CONCRETE � EXPOSED CONCRET= 8'—�" — (--,—"'� , � �` �•� 316 YARD STORAGE EXPOSED CONCRETE — GBDW FIRE TAPE ONLY GBDW FIRE TAPE ONLY GBDW FIRE TAPE ONLY GBDW FIRE TAPE ONLY EXPOSED CONCRET•_ 8�_�n _ E—i„-,� ' • � 317 MECHANICAL ROOM ! EXPOSED CONCRETE — GBDW FIRE TAPE ONLY GBDW F IRE TAPE ONLY GBDW FIRE TAPE ONLY GBDW FIRE TAPE ONLY EXPOSED CONCRET•_ $�_�» � i t � — NORTH STAIRS EXPOSED CONCRETE — EXPOSED CONCRETE EXPOSEC� CONCRETE EXPOSED CONCREfE EXPOSED CONCRETE EXPOSED CONCREIE VARIES — � ; � �� � — EAST STAIRS EXPOSED CONCRETE — EXPOSED CONCRETE EXPOSEG CONCRETE EXPOSED CONCRETE ''' EXPOSED CONCRETE EXPOSED CONCREIE VARIES — � , �' FLOOR 4 � � ' 401 VESTIBULE CARPET WOOD GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT CONC. SPRAYED—OV SiMUTATED ACOUSTICAL 8'-0° _ � 402 LOBBY CARPET WOOD GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT CONC. SPRAYED—OV SIMULATED ACOUSTICAL 8'-0" O � � � 403 SALES � CARPET WOOD GBDW TEXTURED SATIN ENAMEL PAINT GBDW 1EXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT CONC. SPRAYED—OV SIMULATED ACOUSTICAL 8'-0" _ � � j 404 SALES . FFiCE� CARPET WOOD GBDW, TEXTURED SATIN ENAMEL PAINT GBDW, 1EXTURED SATIN ENAMEL PAINT GBDW, TEXTURED, SATIN ENAMEL PAINT GBDW, TEXTURED SATIN ENAMEL PAINT CONC. SPRAYED—OV SIMULATED ACOUSTICAL 8'-0" .' ' � 405 ACCOU T�NG CARPET WOOD GBDW TEXTURED, SATIN ENAMEL PAINT GBDW 1EXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT CONG SPRAYED—OV SIMULATED ACOUSTICAL 8'-0° — � + �'I 406 ACCOUNTING OFFICE �. CARPET WOOD GBDW TEXTURED SATIN ENAMEL PAINT GBDW 1EXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT CONC. SPRAYED—OV SIMULATED ACOUSTtCAL 8'-0" — . 407 BUSINE S CENTER � CARPET WOOD GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT CONC. SPRAYED—OV SIMULATED ACOUSTICAL 8'-0" — , j FLOOR 5 , ' 501 VESTIB LE ' CARPET ' WOOD GBDW TEXTURED SATIN ENAMEL PAINT GBDW 1EXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT CONC. SPRAYED—OV SIMULATED ACCOUSTICAL 8'-0" — ; ' � 502 CONFE ENCE ROOM ' CARPET•� ' WOOD GBDW, TEXTURED, SATIN ENAMEL PAINT GBDW. 1EXTURED, SATIN ENAMEL PAINT GBDW, TEXTURED, SATIN ENAMEL PAINT GBDW TEXTURED, SATIN ENAMEL PAINT SUSPENDED GBDW, PAINTED , 8'-0" — • ' 503 STORA E EXPOSED CONCRETE — GBDW FIRE TAPE GBDW f'IRE TAPE GBDW FIRE TAPE GBDW FlRE TAPE EXPOSED CONCREIE 8'-0° — ' � FLOOR 6 � � � i 601 VESTIBULE CARPET WOOD GBDW TEXTURED SATIN ENAMEL PAINT GBDW ZEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT CONC. SPRAYED—OV SIMULATED ACCOUSTICAL 8'-0" — ' ❑ , 602 STORAGE EXPOSED CONCREfE — GBDW GBDW F"IRE TAPE ONLY GBDW FIRE TAPE ONLY EXPOSED CONCRETE SUSPENDED GBDW FIRE TAPE ONLY 8'-0" — + , UNITS 314, 414, 315, 415 ' , 01 UVING ROOM 1 CARPET WOOD PINE GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTUR�D SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT CONC. SPRAY—ON SIMULATED ACOUSTICAL 8'-0" TILE ENTERTAINMENT UNIT HAVEKOST+ASSOC. � � 02 DINING ROOM CARPET WOOD PINE GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATiN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT CONC. SPRAY—ON SIMULATED ACOUSTICAL 8'-0» - A R C H I T E C T S PC � 1121 GRANT STREET R 03 KITCHEN TILE 4" RUBBER BASE GBDW TEXTURED SATIN ENAMEL PAINT GBDW l EXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT CONC. SPRAY—ON SIMUTATED ACOUSTiCAL 8'-0" GBDW SOFFIT � CABINETS DENVER, co so2o3 , 04 BATHROOM TILE NOSE TILE GBDW TEXTURED SATIN ENAMEL PAINT GBDW IEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT SUSPENDED GBDW PAtNTED 7'-2" TILE COUNTERS & SHOWER WALLS 3oa / asi—ii2� � 05 BEDROOM CLOSET' CARPET — GBDW SATIN ENAMEL PA1NT GBDW ��ATIN ENAMEL PAINT GBDW SATI ENAMEL PAINT GBDW SATIN ENAMEL PAINT CONC. SPRAY—ON SIMULATED ACOU�TICAL 8'-0° — DATE ' 06 LINEN CLOSET CARPET — GBDW SATIN ENAMEL PAINT GBDW �iATIN ENAMEL PAINT GBDW SATIN ENAMEL PAINT GBDW SATIN ENAMEL PAINT CONC. SPRAY—ON SIMULATED ACOUSTICAL 8'-0" — 3/10/00 ; 07 BEDROOM CARPET WOOD PINE GBDW TEXTURED, SATI� ENAMEL PAINT GBDW T'EXTURED SATIN ENAMEL PAINT GBDW TEXTURED, SATIN ENAMEL PAINT GBDW, TEXTURED, SATIN ENAMEL PAINT CONC. SPRAY—ON SIMULATED ACOUSTICAL 8'-0° DRYWALL SOFFIT � 7'-2~ SCALE_ , � � 08 HALL � ; CARPET WOOD PINE GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT CONC. SPRAY—ON SIMULATED ACOUSTICAL 8'-0" • TILE ENTRY p�WN � ' 09 MASTER BEDRO CARPET WOOD PINE GBDW TEXTURED SATI� ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT CONC. SPRAY—ON SIMULATED ACOUSTICAL 8'-0" , DRYWALL SOFFIT � 7'-2" K R, S.Y. � � 10 MASTER BDRM LOS CARPET — GBDW SATIN ENAM PAINT GBDW `.�ATIN ENAMEL PAINT GBDW SATIN ENAMEL PAINT GBDW SATIN ENAMEL PAINT CONC. SPRAY—ON SIMULATED ACOUSTICAL 8'-0" — ,IOB ' 11 OWNERS CLOSE�f ' SHEEr VINYL — GBDW SATIN ENAMEL PAINT GBDW �iATIN ENAMEL PAINT GBDW SATIN ENAMEL PAINT GBDW SATIN ENAMEL PAINT CONC. SPRAY—ON SIMUTATED ACOl1STICAL 8'-0" — ANTLERS j 12 MASTER BATNR OM TILE NOSE TILE GBDW TEXTURED SJ4TI� ENAMEL PAINT GBDW 1"EXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAME� PAINT GBDW TEXTURED SATIN ENAMEL PAINT SUSPENDED GBDW PAINTED 7'-2" TILE COUNTERS & TUB WALLS SHEET � _ 13 W D CLOSET SHEET VINYL — GBDW SATIN ENAME� PAINT GBDW ��ATIN ENAMEL PAINT GBDW SATIN ENAMEL PAINT GBDW SATIN ENAMEL PAINT CONC. SPRAY—ON SIMULATED ACOUSTICAL 8'-0" ' A� �,. (1 � . �J j , . ; _ . 3 , s , � • � �� . , . � __ ___ _ __ ___ _ _ ______ _ _ _ _ , - - - -- --- - - - -_ - _ _ � , , ; � REVISIONS BY -�- RO �M FINISH SCHEDULE WALLS NUM NAME FLOOR MATERIAL BASE NORTH EAST SOUTH WEST CEILING MA ERIAL HEIGHT NOTES UNITS 514, 515 ' 01 LIVING ROOM CARPET WOOD PINE GBDW TEXTURED SATIN ENAMEL PAINT C�BDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT SUSPENDEC GBDW SPRAY-ON S1MUL ACCOUSTICAL VARIES TILE ENTERTAINMENT UNIT 02 DINING ROOM CARPET WOOD PINE GBDW TEXTURED SATIN ENAMEL PAINT (�BDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT SUSPENDEC GBDW SPRAY-ON SIMUL. ACCOUSTICAL VARIES - 03 KITCHEN TILE 4" RUBBER BASE GBDW, TEXTURED, SATIN ENAMEL PAINT (�BDW, TEXTURED, SATIN ENAMEL PAINT GBDW, TEXTURED, SATIN ENAMEL PAINT GBDW TEXTURED, SATIN ENAMEL PAINT SUSPENDEC GBDW SPRAY-ON SIMUL. ACCOUSTICAL VARIES GBDW SOFF(T � CABINEfS 04 BATHROOM TILE NOSE TILE GBDW TEXTURED SATIN ENAMEL PAINT (;BDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT SUSPENDED GBDW PAINTED 8'-0" TILE COUNTERS & SHOWER WALLS 05 BEDROOM CLOSET CARPET - GBDW SATIN ENAMEL PAINT t�BDW SATIN ENAMEL PAINT GBDW SATIN ENAMEL PAINT • GBDW SATIN ENAMEL PAINT SUSPENDEC GBDW SPRAY-ON SIMUL ACCOUSTICAL 8'-0" � - 06 LINEN CLOSET CARPET - GBDW SATIN ENAMEL PAINT t;BDW SATIN ENAMEL PA1NT GBDW SATIN ENAMEL PAINT �' GBDW SATIN ENAMEL PAINT SUSPENDEC GBDW SPRAY-ON SIMUL. ACCOUSTICAL 8'-0" - � 07 BEDROOM CARPET WOOD PINE GBDW. TEXTURED, SATIN ENAMEL PAINT (�BDW, TEXTUR D, SATIN ENAMEL PAINT GBDW, TEXTURED SATIN ENAMEL PAINT ' GBDW, TEXTURED, SATIN ENAMEL PAINT SUSPENDEC GBDW, SPRAY-ON SIMUL ACCOUSTICAL 8'-0" DRYWALL SOFFIT C� 7'-2" 08 HALL CARPET WOOD PINE GBDW TEXTURED SATIN ENAMEL PAINT (�BDW TEXTUR SATIN ENAME� PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT SUSPENDE[ GBDW SPRAY-ON SIMUL. ACCOUSTICAL 8'-0" TILE ENTRY � 09 MASTER BEDROOM CARPET WOOD PINE GBDW TEXTURED SATIN ENAMEL PAINT (�BDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT SUSPENDEC GBDW SPRAY-ON SIMUL. ACCOUSTICAL 8'-0" DRYWALL SOFFIT � 7'-2" �,� ���0 � 10 MASTER BDRM CLOS CARPET - GBDW SATIN ENAMEL PAINT I;BDW SATIN ENAMEL PAINT GBDW SATIN ENAMEL PAINT GBDW SATIN ENAMEL PAINT SUSPENDE[ GBDW SPRAY-ON SIMUL. ACCOUSTICAL 8'-0" - n, 11 OWNERS CLOSET SHEET VINYL - GBDW, SATIN ENAMEL PAINT I;BDW, SATIN ENAMEL PAINT GBDW, SATIN ENAMEL PAINT GBDW, SATW ENAMEL PAINT SUSPENDE[� GBDW SPRAY-ON SIMUL. ACCOUSTICAL 8'-0" - � ; 9 ' 12 MASTER BATHROOM TILE NOSE TILE GBDW TEXTURED SATIN ENAMEL PAINT I;BDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW, TEXTURED SATIN ENAMEL PAINT SUSPENDEC GBDW, PAINTED 8'-0" TILE COUNTERS & TUB WALLS ,y ! 13 W D CLOSET SHEET VINYL - GBDW, SATIN Et�'AMEL PAINT I;BDW SATIN ENAMEL PAINT GBDW SATIN ENAMEL PAINT GBDW SATIN ENAMEL PAINT SUSPENDE[� GBDW SPRAY-ON SIMUL. ACCOUSTICAL 8'-0" - . AN'EL J �' ' � EMPLOYEE UNITS 122, 222, 322, 422, 522, 622, 722 01 LIVING DINING CARPET WOOD GBDW TEXTURED SATIN ENAMEL PAINT I;BDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT CONC. SPR�Y-ON SIMULATED ACCOUSTICAL 8'-0" - �� 02 KITCHEN SHEEf VINYL 4" RESILIENT BAS GBDW TEXTURED SATIN ENAMEL PAINT I;BDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT SUSPENDEC GBDW TEXTURED ENAMEL PAINT 8'TO" GBDW SOFFIT � CABINETS � I - GBDW SATIN EI�AMEL PAINT I;BDW, SATIN ENAMEL PAINT GBDW, SATIN ENAMEL PAINT GBDW, SATIN ENAMEL PAINT CONC. SPR�Y-ON SIMULATED ACCOUSTICAL , 8�-0" - `�EQ p�tG� 03 HALL C�OSET SHEET V NYL � 04 BEDROOM CARPET WOOD GBDW TEXTURED SATIN ENAMEL PAINT i;BDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT CONC. SPR�Y-ON SIMULATED ACCOUSTICAL 8'-0" - 05 BEDROOM CLOSET CARPET - GBDW SATIN Ef�AMEL PAINT �;BDW SATIN ENAMEL PAINT GBDW SATIN ENAMEL PAINT GBDW SATIN ENAMEL PAINT CONC. SPR�Y-ON 51MULATED ACCOUSTICAL 8'-0" - 06 HALL SHEET VINYL 4" RESILIENT BAS GBDW TEXTURED SATIN ENAMEL PAINT �;B4W TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT CONC. SPRaY-ON SIMULATED ACCOUSTICAL 8�-0" - � 07 BATHROOM SHEET VINYL 4" RESILIENT BAS GBDW, TEXTURED, SATIN ENAMEL PAINT i�BDW, TEXTURED, SATIN ENAMEL PAINT GBDW, TEXTURED, SATIN ENAMEL PAINT GBDW, TEXTURED, SATIN ENAMEL PAINT SUSPENDEC GBDW ENAMEL PAINT 7'-2" TILE SHOWER WALLS OS ENTRY CLOSEf SHEEf VINYL - GBDW SATIN E�AMEL PAINT �;BDW SATIN ENAMEL PAINT GBDW SATIN ENAMEL PAINT GBDW SATIN ENAMEL PAINT CONC. SPR�Y-ON SIMULATED ACCOUSTICAL 8�-0" - 09 OUTSIDE STORAGE EXPOSED CONCRETE - GBDW TAPE ON_Y ��BDW TAPE ONLY GBDW TAPE ONLY GBDW TAPE ONLY EXPOSED CONCREfE 8'-�„ - BEDROOM ADDITION UNITS 101, 201. 301, 401, 501, 601, 701 01 BEDROOM CARPET WOOD GBDW TEXTURED SATIN ENAMEL PAINT �GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT CONC. SPR�Y-ON SIMULATED ACCOUSTICAL 8�-Q" - ' 02 HALL CLOSEf CARPEf - GBDW SATIN EI�AMEL PAINT ��BDW SATIN ENAMEL PAINT GBDW SATIN ENAMEL PAINT GBDW SATIN ENAMEL PAINT CONC. SPRaY-ON SIMULATED ACCOUSTICAL 8'-0" - 03 HALL CARPET WOOD GBDW TEXTURED SATIN ENAMEL PAINT �GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT CONC SPR�Y-ON SIMULATED ACCOUSTICAL 8'-0" �- �J O 04 BATHROOM TILE NOSE TILE GBDW TEXTURED, SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT SUSPENDEC GBDW ENAMEL PAINT 7'-2" TILE COUNTER & SHOWER WALLS , pG--{ ,., '- ;,, �.•- ; UNIT 516 � � o . �i �� i 01 LIVING CARPET WOOD GBDW TEXTURED SATIN ENAMEL PAINT �GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT SUSPENDEC GBDW, SPRAY-ON SIMUL. ACCOUSTICAL VARIES TILE ENTERTAINMENT UNIT � ,' ' t ' 02 DINING CARPET WOOD GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PRIPIT GBDW TEXTURED SATIN ENAMEL PAINT SUSPENDEC GBDW, SPRAY-ON SIMUL. ACCOUSTICAL VARIES - �� i � � 03 KITCHEN � TILE N�SE �ILE GBDW TEXTURED SATIN ENAMEL PAINT �GBDW TEXTURED SATIN ENAMEL PAIN7 GBDW TEXTURED SATIN ENAMEL P INT GBDW TEXTURED SATIN ENAMEL PAINT SUSPENOE[ GBDW TEXTUREQ ENAMEL PAINT VARIES GBDW SOFFIT � CABINETS � � ,- ., . �� �:?-- �' . 04 HALL CLOSE�' ` CARPET - GBDW SATIN ENAMEL PAINT GBDW SATIN ENAMEL PAINT � GBDW SATIN ENAMEL PAINT GBDW SATIN ENAMEL PAINT SUSPENDEC GBDW, SPRAY-ON SIMUL. ACCOUSTICAL 8'-0 - ` _. , � 05 BATHROOM TILE NOSE TILE GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SAT1N ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT SUSPENDE[ GBDW ENAMEL PAINT 8'-0" TILE COUNTER & SHOWER WALL.S �---� O ' '' 06 HALL � CARPET TILE WOOD GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAhAEL PAINT GBDW TEXTURED SATIN ENAMEL P INT GBDW TEXTURED SATIN ENAMEL PAINT SUSPENDEC GBDW, SPRAY-ON SIMUL. ACCOUSTICAL 8'=0" - � � _ "�� ,`� 07 BEDROOM i CARPET WOOD GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PA1NT GBDW TEXTURED SATIN ENAMEL PAINT SUSPENDE[ GBDW, SPRAY-ON SIMUL. ACCOUSTICAL 8'-0" TILE ENTRY ' ' � ' 08 BEDROOM CL05ET CARPET - GBDW SATIN EnAMEL PA1NT GBDW SATIN ENAMEL PAINT GBDW SATIN ENAMEL PAINT GBDW SATIN ENAMEL PAINT SUSPENDE[� GBDW, SPRAY-ON SIMUL. ACCOUSTICAL 8�L0" O 'S , 09 MASTER BEDRO M CARPET WOOD GBDW TEXTURE) SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT SUSPENDEG GBDW, SPRAY-ON SIMUL. ACCOUSTICAL 8'-0" - � � 10 ASTER BDRM LOSET CARPET WOOD GBDW SATIN ENAMEL PAINT GBDW SATIN ENAMEL PAINT GBDW SATIN ENAMEL PAINT ' GBDW SATIN ENAMEL PAINT SUSPENDE[� GBDW, SPRAY-ON SIMUL. ACCOUSTICAL 8'-0" - U ^� � 11 M S ER BATHR OM TILE NOSE TILE GBDW TEXTURE) SATIN ENAMEL PAINT GBOW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL. iPAINT GBDW TEXTURED SATIN ENAMEL PAINT SUSPENDE[� GBDW ENAMEL PAINT 8'-0" TILE COUNTERS & TUB WALLS � ry �`�� 12 0 NERS CLOS SHEET VINYL - GBDW SATIN EMAMEL PAINT GBDW SATIN ENAMEL PAINT GBDW SATIN ENAMEL PAINT GBDW SATIN ENAMEL PAINT SUSPENDE[� GBDW, SPRAY-ON SIMUL. ACCOUSTICAL 8'-0" , 13 W D CLOSET SHEET VINYL - GBDW SATiN EnAMEL PAINT GBDW SATIN ENAMEL PAIN'f GBDW SATIN ENAMEL PAINT GBDW SATIN ENAMEL PAINT SUSPENDE[� GBDW, SPRAY-ON SIMUL. ACCOUSTICAL 8'-0" - ^ UNIT 517 �� � � � 01 L VING CARPET WOOD GBDW TEXTURE� SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT SUSPENDE[� GBDW, SPRAY-ON SIMUL. ACCOUSTICAL VARIES TILE ENTERTAINMENT UNIT �J 1 �--- ' 02 DINING ' CARPET WOOD GBDW, TEXTUR��, SATIN ENAMEL PAINT GBDW, TEXTURED, SATIN ENAMEL PAINT GBDW, TEXTURED, SATIN ENAMEL PAINT GBDW TEXTURED, SATIN ENAMEL PAINT SUSPENDEG GBDW, SPRAY-ON SIMUL. ACCOUSTICAL VARIES ' 03 'fCHEN TILE NOSE TILE GBDW TEXTURE� SATIN ENAMEL PAINT GBDW TEXTURED SATIN' ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PA1NT GBDW TEXTURED SATIN ENAMEL PAINT SUSPENDED GBDW TEXTURED ENAMEL PAINT VARIES GBDW SOFFtT � CABINETS z � �' 04 HALL � CARPET WOOD GBDW TEXTURE� SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT SUSPENDED GBDW, SPRAY-ON SIMUL. ACCOUSTICAL 8'-0" TILE ENTRY - ' 05 D CLOSET � SHEET VINYL - GBDW SATIN EPlAMEL PAINT GBDW SATIN ENAMEL PAINT GBDW SATIN ENAMEL PAINT GBDW SATIN ENAMEL PAINT SUSPENDED GBDW, SPRAY-ON SIMUL. ACCOUSTICAL 8'-0" - � � IN NAM PAINT GBDW SATIN ENAMEL PAINT � GBDW, SATIN ENAMEL PAINT SUSPENDED GBDW, SPRAY-ON SIMUL. ACCOUSTICAL 8'-0" - � 06 WNERS CLOS SHEET VINYL - GBDW, SATIN EPIAMEL PAINT GBDW, SAT E EL O ' 07 ASTER BATHROOM TI NOSE TILE GBDW TEXTURE�J SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT SUSPENDED GBDW TEXTURED ENAMEL PAINT 8'-0" TILE COUNTERS & TUB WALLS �� 08 ASTER BDRM CLOSET CARPET ' - GBDW SATIN EP�AMEL PAINT GBDW, SATIN ENAMEL PAINT GBDW SATIN ENAMEL PAINT GBDW SATIN ENAMEL PAINT SUSPENDED GBDW, SPRAY-ON SIMUL. ACCOUSTICAL 8�-0" - I�-� / � 09 I�ASTER BEDROOM CARPET WOOD GBDW TEXTUR� SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT SUSPENDED GBDW, SPRAY-ON SIMUL. ACCOUSTICAL 8'-0" � / , U 10 �EDROOM CLO�ET CARPET — GBDW SATIN EPIAMEL PAINT GBDW SATIN ENAMEL PAINT GBDW, SATIN ENAMEL PAINT GBDW, SAl'IN ENAMEL PAINT SUSPENDED GBDW, SPRAY—ON SIMUL. ACCOUSTICAL 8'-0° — � � 11 BEDROOM CARPET � WOOD GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEI. PAINT SUSPENDED GBDW, SPRAY—ON SIMUL. ACCOUSTICAL 8'-0" — �� 12 BATHRO�M ' TILE NOSE TILE GBDW TEXTURm SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT SUSPENDED GBDW TEXTURED ENAMEL PAINT 8'-0" � TILE COUNTERS & SHOWER WALLS � W 13 HALL CLOSET CARPET — GBDW SATIN Ef�AMEL PAINT GBDW SATIN ENAMEL PAINT GBDW, SATIN ENAMEL PAINT GBDW SATIN ENAMEL PAINT SUSPENDED GBDW, SPRAY—ON SIMUL. ACCOUSTICAL 8'-0" — � UNITS 316, 416, 317, 417� 321. 421� 521 O 01 LIVING ! CARPET WOOD GBDW TEXTURm SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT CONC. SPFAY—ON SIMULATED ACCOUSTICAL 8'-0" TILE ENTERTAINMENT UNIT � 02 DINING C RPET WOOD GBDW, TEXTURm, SATIN ENAMEL PAINT GBDW, TEXTURED, SATIN ENAMEL PAINT GBDW, TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT CONC. SPFAY—ON SIMULATED ACCOUSTICAL 8'-0" — ^ � � 03 HALL TILE NOSE TILE GBDW TEXTURm SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT CONC. SPFAY—ON SIMULATED ACCOUSTICAL 8'-0" TILE ENTRY �(„��� 04 KITCHEN TILE � NOSE TILE GBDW TEXTURm SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTUREO SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT SUSPENDED GBDW TEXTURED ENAMEL PAINT 8'-0" GBDW SOFFIT � CABINETS W 05 BEDROOM CARPET WOOD GBDW TEXTURm SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT CONC. SPFAY—ON SIMULATED ACCOUSTICAL 8'-0" 7'-2" SOFFIT � , 06 BEDROOM CLOSET CARPET — GBDW, SATIN ENAMEL PAINT GBDW. SATIN ENAMEL PAINT GBDW, SATIN ENAMEL PAINT GBDW, SATIN ENAMEL PAINT CONC. SPFAY—ON SIMULATED ACCOUSTICAL 8'-0° 07 HALL CLOS�T CARPEt — GBDW SATIN ENAMEL PAINT GBDW SATIN ENAMEL PAINT GBDW SATIN ENAMEL PAINT GBDW SATIN ENAMEL PAINT CONC. SPFAY—ON SIMULATED ACCOUSTICAL 8�-0" — O .. 08 BATHROOM � TILE NOSE TILE GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT SUSPENDED GBDW TEXTURED ENAMEL PAINT 7.'-2" TILE COUNTERS & SHOWER WALLS I 09 W D CL E'T SHEET VINYL — GBDW SATIN � NAMEL PAINT GBDW SATIN ENAMEL PAINT GBDW SATIN ENAMEL PAINT GBDW SATIN ENAMEL PAINT CONC. SPfAY—ON SIMULATED ACCOUSTICAL 8'-0" — � =J ' 10 MASTER �3A7HROOM TILE NOSE TILE GBDW, TEXTU ED, SATIN ENAMEL PAINT GBDW, TEXTURED, SATIN ENAMEL PAINT GBDW, TEXTURED, SATIN ENAMEL PAINT GBDW, TEXTURED. SATIN ENAMEL PAINT SUSPENDED GBDW, TEXTURED, ENAMEL PAINT 7'-2" TILE COUNTERS & TUB WALLS � 11 OWNERS LOSET SHEET VINYL — GBDW SATIN ENAMEL PAINT GBDW SATIN ENAMEL PAINT GBDW SATIN ENAMEL PAINT GBDW SATIN ENAMEL PAINT •CONC. SPfAY—ON SIMULATED ACCOUSTICAL $'-0" — 12 MASTER EDROOM CARPET WOOD GBDW TEXTU ED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT CONC. SPPAY—ON SIMULATED ACCOUSTICAL 8'-0° — > 13 MASTER B[SRM CLOS 'CARPET — GBDW SATIN ENAMEL PAINT GBDW SATIN ENAMEL PAINT GBDW SATIN ENAMEL PAINT GBDW SATIN ENAMEL PAINT CONC. SPfAY—ON SIMULATED ACCOUSTiCAL 8'-0" — �J 1 - UNITS 320, 420, 520 , 01 LIVING CARPET WOOD GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SAT1N ENAMEL PAINT GBDW TEXTURED SAT1N ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT CONC. SPPAY—ON SIMULATED ACCOUSTICAL 8'-0" TILE ENTERTAINMENT UNIT � � 02 DINING CARPET WOOD GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTUREO SATIN ENAMEL PAINT CONC. SPPAY—ON SIMULATED ACCOUSTICAL 8'-0" — O 03 KITCHEN TILE NOSETILE GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT SUSPENDE) GBDW TEXTURED ENAMEL PAINT 8'-0" GBDW SOFFIT � CABINETS r -� 04 LINEN CLOSET CARPET — GBDW SATIN ENAMEL PAINT GBDW SATIN ENAMEL PAINT GBDW SATIN ENAMEL PAINT GBDW SATIN ENAMEL PAINT CONC. SPP,AY—ON SIMULATED ACCOUSTICAL 8'—Q" — w 05 BATHROOM TILE NOSETILE GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SAT1N ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT SUSPENDE) GBDW TEXTURED ENAMEL PAINT 7'-2'' TILE COUNTERS & SHOWER WALLS � 06 HALL CARPEf WOOD GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT CONC. SPP,AY—ON SIMULATED ACCOUSTICAL 8'-0" TILE ENTRY � , 07 BEDROOM CARPET WOOD GBDW TEXTURED SATIN ENAME� PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT CONC. SPP,AY—ON SIMULATED ACCOUSTICAL 8'-0" GBDW SOFFIT � � "` 08 BEDROOM CLOSET CARPET — GBDW SATIN E�AMEL PAINT GBDW SATIN ENAMEL PAINT GBDW SATIN ENAMEL PAINT GBDW SATIN ENAMEL PAINT CONC. SPP,AY—ON SIMULATED ACCOUSTICAL 8'-0° — � 09 MASTER BEDROOM CARPET WOOD GBDW TEXTURED SATIN ENAMEL P INT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT CONC. SPP,AY—ON SIMULATED ACCOUSTICAL 8'-0" GBDW SOFFIT ' � , 10 ASTER BDRM CLOSET CARPET — GBDW SATIN EVAMEL PAINT GBDW SATIN ENAMEL PAINT GBDW SATIN ENAMEL PAINT GBDW, SATIN ENAMEL PAINT CONC. SPP,AY—ON SIMULATED ACCOUSTICAL 8'-0° — O . � ` � 11 MASTER BATHROOM TILE NOSETILE GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED, SATIN ENAMEL PAINT SUSPENDE) GBDW TEXTURED ENAMEL PAINT 7'-2" TILE COUNTERS & TUB WALLS ' WN R C OSET SHEEf VINYL — GBDW SATIN EVAMEL PAINT GBDW SATIN ENAMEL PAINT GBDW SATIN ENAMEL PAINT GBDW SATIN ENAMEL PAINT CONC. SPP,AY—ON SIMULATED ACCOUSTICAL 8'-0" — �— �--- 12 0 E S L 13 W D CLOSET SHEET VINYL — GBDW SATIN EVAMEL PAINT GBDW SATIN ENAMEL PAINT ' GBDW SATIN ENAMEL PAINT GBDW SATIN ENAMEL PAINT CONC. SPRAY—ON SIMULATED ACCOUSTICAL 8'-0° — UNIT 518 01 LIVING CARPEf WOOD GBDW, TEXTURED, SATIN ENAMEL PAINT GBDW, TEXTURED, SATIN ENAMEL PAINT GBDW, TEXTURED, SATIN ENAMEL PAINT GBDW, TEXTURED, SATIN ENAMEL PAINT CONC. SPRaY—ON SIMUL. ACCOUSTICAL SUSP. GBDW VARIES TILE ENTERTAINMENT UNIT 02 DINING CARPET WOOD GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEX7URED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT CONC. SPR4Y—ON SIMUL. ACCOUSTICAL SUSP. GBDW VARIES — ' 03 KITCHEN TILE NOSE TILE GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT SUSPENDD GBDW TEXTURED ENAMEL PAINT 8'-0" GBDW SOFFIT � CABINETS 'v :,; - � 04 ASTER BDRM CLOSET CARPET — GBDW SATIN EVAMEL PAINT GBDW SATIN ENAMEL PAINT GBDW SATIN ENAMEL PAINT GBDW SATIN ENAMEL PAINT CONC. SPRAY—ON SIMULATED ACCOUSTICAL 8'-0 05 MASTER BEDROOM CARPET ' WOOD GBDW, TEXTURED, SATIN ENAMEL PAINT GBDW, TEXTURED, SATIN ENAMEL PAINT GBDW, TEXTURED, SATIN ENAMEL PAINT GBDW, TEXTURED, SATIN ENAMEL PAINT CONC. SPRAY—ON SIMULATED ACCOUSTICAL 8'-0" — 06 MASTER BATHROOM TILE NOSE TILE GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIW ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT SUSPENDD GBDW TEXTURED ENAMEL PAINT 7'-2" TILE COUNTERS & TUB WALLS 07 KITCHENETTE CARPET WOOD GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAtNT CONC. SPRAY—ON SIMUTATED ACCOUSTICAL 8'-0" — 08 OWNERS CLOSEf SHEET VINYL — GBDW SATIN ENAMEL PAINT GBDW SATIN ENAMEL PAINT GBDW SATIN ENAMEL PAINT GBDW SATIN ENAMEL PAINT FURRED G3DW ENAMEL PAINT VARIES FURR CEILING UNDER STAIR � , 09 POWDER ROOM TILE NOSE TILE GBDW, TEXTURED, SATIN ENAMEL PAINT GBDW, TEXTURED, SATIN ENAMEL PAINT GBDW, TEXTURED, SATIN ENAMEL PAINT GBDW, TEXTURED. SATIN ENAMEL PAINT SUSPEND� GBDW, TEXTURED, ENAMEL PAINT 7'-2" TILE COUNTER 10 HALL CARPET WOOD GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATiN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT CONC. SPRAY—ON SiMULATED ACCOUSTICAL 8'-0" TILE ENTRY ' 11 HALL CLOSET CARPET — GBDW SATIN FJNAMEL PAINT GBDW SATIN ENAMEL PAINT GBDW SATIN ENAMEL PAINT GBDW SATIN ENAMEL PAINT CONC. SPRAY—ON SIMULATED ACCOUSTICAL 8�-0„ — HAVEKOST+ASSOC. ' 12 STAIRS CARPET WOOD GBDW TEXTUREO, SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW, TEXTURED SATIN ENAMEL PAINT SUSPEND� GBDW, SPRAY—ON SIMUL. ACCOUSTICAL VARIES - A R C H 1 T E C T 5 PC 1121 GRANt STREET 13 STORAGE SHEET VINYL - GBDW, SATIN ENAMEL PAINT GBDW, SATIN ENAMEL PAINT GBDW, SATIN ENAMEL PAINT GBDW. SATIN ENAMEL PAINT CONC. SPRAY-ON SIMUL4TED ACCOUSTICAL 8�-0� - DENVER, co so2o3 303 / 861+-1 121 14 W D CLOSET SHEET VINYL - GBDW SATIN ENAMEL PAINT GBDW SATIN �ENAMEL PAINT GBDW SATIN ENAMEL PAINT GBDW SATIN ENAMEL PAINT SUSPEND� GBDW, SPRAY-ON SIMUL. ACCOUSTICAL 8'-0° - 15 HALL CARPET WOOD GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTIiRED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT SUSPENDD GBDW, SPRAY-ON SIMUL. ACCOUSTICAL 10'-0" - DATE 3/10/00 16 BDRM 4 CLOSET CARPET - GBDW SATIN ENAMEL PAINT GBDW SATIN ENAMEL PAINT GBDW SATIN ENAMEL PAINT GBDW SATIN ENAMEL PAINT SUSPENDm GBDW, SPRAY-ON SIMUL. ACCOUSTICAL 8'-0" - SCALE 17 BDRM 4 BATHROOM TILE NOSE TILE GBDW, TEXTURED, SATIN ENAMEL PAINT GBDW� TEXTURED, SATIN ENAMEL PAINT GBDW, TEXTURED, SATIN ENAMEL PAINT GBDW, TEXTURED, SATIN ENAMEL PAINT SUSPENDm GBDW, ENAMEL PAINT 8�-0° TILE COUNTER & SHOWER WALLS _ � � 18 BEDROOM 4 CARPET WOOD GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBOW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT SUSPENDm GBDW, SPRAY-ON SIMUL. ACCOUSTICAL VARIES TO 12' - pR,qwN { 19 BEDROOM 3 CARPET WOOD GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL P NT SUSPENDm GBDW, SPRAY-ON SIMUL. ACCOUSTICAL VARIES TO 12' - K R. S.Y. �• 20 BDRM 3 CLOSET CARPET - GBDW SATIN ENAMEL PAINT GBDW SATIN� ENAMEL PAINT GBDW SATIN ENAMEL PAINT GBDW SATIN ENAMEL PAINT ' SUSPENDm GBDW, SPRAY-ON SIMUL. ACCOUSTICAL 8'-0" - .1oB 21 LINEN CLOSET CARPET - GBDW, SATIN ENAMEL PAINT GBDW, SATIN ENAMEL PAINT GBDW, SATIN ENAMEL PAINT GBDW, SATIN ENAMEL PAINT ' SUSPENDm GBDW, SPRAY-ON SIMUL. ACCOUSTlCAL 8'-0" - ANT�ERS 22 BEDROOM 2 CARPET WOOD GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT SUSPENDm GBDW, SPRAY-ON SIMUL. ACCOUSTICAL VARIES TO 12' - SHEET 23 BDRM 2 CLOSET CARPET - GBDW SATIN ENAMEL PAINT GBDW SATIN ENAMEL PAINT GBDW SATIN ENAMEL PAINT GBDW SATIN ENAMEL PAINT �� SUSPENDm GBDW, SPRAY-ON SIMUL. ACCOUSTICAL 8'-0° - A� � � 24 BDRM 2 BATHROOM TILE NOSE TILE GBDW TEXTURCD SATIN ENAM PAINT GBDW TEXTURED, SATIN ENAMEL PAINT GBDW TEXTURED SATIN �MAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT SUSPENDm GBDW ENAMEL PAtNT 8'-0"� TILE COUNTER & TUB WALLS ? , . 25 BATHROOM TILE � NOSE TILE GBDW, TEXTURED, SATIN ENAM L PAINT GBDW, TEXZ�RED, SATIN ENAMEL PAINT GBDW, TEX,TURED, SATIN EiVAMEL PAINT GBDW, TEXTURED, SATIN ENAMEL PAINT SUSPENDm GBDW, ENAMEL PAINT 8�-0" TILE TUB WALLS ? , - � � � � . � , ., �. , t t . � . y � u �, + �.� � � . ! - -_ �- - - - - - --_ _ _ . _ _ _ _, _ , ,- - -- - __ _ � ______.__ ._ __._ ---- ., - - ._- . . __ _ ._ _ __ -. � . . . _ . _ -- -- - -- -- _ ; � � ' � i ' , � REVISIONS BY � ..,_ . _ � � , � � , , -_ � ;� , 1 ROOM FINISI;I SCHEDULE � �- � WALLS ' ' NUM NAME FLOOR MATERIAL BASE NORTH } EAST SOUTH ' WEST CEILING MATERfAL HEIGHT NOTES - , F COIa � � � UNIT 519 � - � WOOD GBDW TEXTU D SAIIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT CONC. SPRAY-ON sIMUL. ACOUSTICAL CONC. SPRAY-ON SIMUL. ACOUSTICAL SUSP. GBDW VARIES TILE ENTERTAINMENT UNIT ��� �,� ` % 01 LIVING CARP�f _ 02 DINING CARPEf WOOD GBDW TEXTUaED SAIIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED �ATIN ENAMEL PAINT CONC. SPRAY-ON SIMUL. ACOUSTICAL SUSP. GBDW VARIES �„ � i 03 KITCHEN TILE ' NOSE TILE GBDW TEXTURED SAIIN ENAMEL PA�NT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT SUSPENDED GBDV TEXTURED ENAMEL PAINT 8'-0" GBDW SOFFlT � CABINETS • DA F� � �`A' ' , CARP � WOOD GBDW TEXTURED SAIIN ENAMEL PA NT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED �SATIN ENAMEL PAINT CONC. SPRAY-On SIMUTATED ACOUSTICAL 8'-0" TILE ENTRY ` � �- 04 HALL _ ' 05 HALL CLOSET CARPET - GBDW SATIN ENAMEL PAINT ��� ' ' GBDW SATlN ENAMEL PAINT GBDW SATIN ENAMEL PAINT GBDW SATIN ENAMEL PAINT CONC. SPRAY-011 SIMULATED ACOUSTICAL 8�-0" � ,tW 06 MASTER BDRM CLOS CARPET - GBDW SATIN ENAMEL PAiNT ' � GBDW SATIN ENAMEL PAINT GBDW SATIN ENAMEL PAINT GBDW SATIN ENAMEL PAINT CONC. SPRAY-Ot1 SIMULATED ACOUSTICAL 8 -0 � 07 MASTER BEDR00 M CARPET WOOD GBDW TEXTURED SAlIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT CONC. SPRAY-Otl SIMUTATED ACOUSTICAL 8�-0" - �E ���� OS MASTER BATHROOM TILE NOSE TILE GBDW TEXTURED SATIN ENAMEL �1�INT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAIN GBDW TEXTURED SATIN ENAMEL PAINT SUSPENDED GBDW TEXTURED ENAMEL PAINT 8'-0" TILE COUNTER & TUB WALLS !� � 09 KITCHENETTE CARPET WOOD GBDW TEXTURED SA11N ENAMEL P INT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT CONC. SPRAY-Ofl SIMULATED ACOUSTICAL 8'-0° - 10 OWNERS CLOSET SHEET VINYL GBDW SATIN ENAMEL PAINT !" GBDW SATIN ENAMEL PAlNT GBDW SATIN ENAMEL PAINT GBDW SATIN ENAMEL PAINT FURRED GBDW, ENAMEL PAINT VARIES FURR CEILING UNDER STAIR 11 POWDER ROOM TILE NOSE TILE GBDW TEXTURED SA11N ENAMEL PAINT GBDW TEXTURED, SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT SUSPENDED GBDN TEXTURED ENAMEL PAINT 7'-2" TILE COUNTER 12 STAIRS CARPET WOOD GBDW TEXTURED SA11N ENAMEL P INT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT SUSPENDED GBDN, SPRAY-ON SIMUL. ACOUSTICAL VARIES - 13 STORAGE SHEET VINYL - GBDW SATIN ENAMEL PAINT GBDW SATIN ENAMEL PAINT GBDW SATIN ENAMEL PAINT GBDW SATIN ENAMEL PAINT CONC. SPRAY-OG SIMULATED ACOUSTICAL a�-�� - 14 W D CLOSET SHEET VINYL - GBDW SATIN ENAMEL PAINT GBDW SATIN ENAMEL PAINT GBDW SATIN ENAMEL PAINT GBDW SATIN ENAMEL PAINT SUSPENDED GBDN, SPRAY-ON SIMUL. ACOUSTICAL 8�-0" - ' 15 HALL CARPET WOOD GBDW TEXTURED SA'IN ENAMEL PAINT GBDW TEX7URED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT SUSPENDED GBDN. SPRAY-ON SIMUL. ACOUSTICAL 10'-0" - 16 BDRM 4 CLOSEf CARPET - GBDW SATIN ENAMEL PAINT GBDW SATIN ENAMEL PAINT GBDW SATIN ENAMEL PAINT GBDW SATIN ENAMEL PAINT SUSPENDED GBDN, SPRAY-ON SIMUL. ACOUSTICAL 8'-0" - � 17 BDRM 4 BA7HROOM TILE NOSE TILE GBDW TEXTURED SA'IN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT SUSPENDED GBDN ENAMEL PAINT 8'-0" TILE COUNTER & SHOWER WALLS � O 18 BEDROOM 4 CARPET WOOD GBDW TEXTURED SA IN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT SUSPENDED GBDN, SPRAY-ON SIMUL. ACOUSTICAL VARIES TO 12' - 19 BEDROOM 3 CARPET' WOOD GBDW TEXTURED SA-IN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT SUSPENDED GBDN, SPRAY-ON SIMUL. ACOUSTICAL VARIES TO 12� - Q '� 20 BDRM 3 CLOSET CARPET - GBDW SATIN ENAMEL PAINT GBDW SATIN ENAMEL PAINT GBDW SATIN ENAMEL PAINT GBDW SATIN ENAMEL PAINT SUSPENDED GBDN� SPRAY-ON SIMUL. ACOUSTICAL 8�-0" - O 21 LINEN CLOSET CARPET - GBDW SATIN ENAMEL PAINT GBDW SATIN ENAMEL PAINT GBDW SATIN ENAMEL PAINT GBDW SATIN ENAMEL PAINT SUSPENDED GBDN, SPRAY-ON SIMUL. ACOUSTICAL 8'-0" - Q 22 BEDROOM 2 CARPET WOOD GBDW TEXTURED SA"IN ENAMEL PAINT GBDW TEXFURED SATIN ENAMEL PAINT GBDW, TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT SUSPENDED GBf?N, SPRAY-ON SIMUL. ACOUSTICAL VARIES TO 12' - �� n/ � 23 BDRM 2 CLOSET CARPET - GBDW SATIN ENAMEL PAINT GBDW SATIN ENAMEL PAINT GBDW SATIN ENAMEL PAINT GBDW SATIN ENAMEL PAINT SUSPENDED GBDN, SPRAY-ON SIMUL. ACOUSTICAL 8'-0" - � t_L_ 24 BDRM 2 BATNROOM TILE NOSE TILE GBDW TEXTURED SA-IN ENAMEL PAINT GBDW, TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED, SAT1N ENAMEL PAINT SUSPENDED GBDN ENAMEL PAINT 8'-0" TILE COUNTERS & TUB WALLS � " P INT DW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED, SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT SUSPENDED GBDN, ENAMEL PAINT 8'-0" TILE TUB WALLS ~� O - 25 BATHROOM TILE NOSE TILE GBDW TEXTURED SA IN ENAMEL A GB UNITS 318, 418 . � � 01 LIVING CARPET WOOD GBDW TEXTURED SA�IN ENAMEL PAINT GBDW, TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT CONC. SPRAY-OV SIMULATED ACOUSTICAL 8�-0" TILE ENTERTAINMENT UNIT O 02 DINING CARPET WOOD GBDW, TEXTURED, SAtIN ENAMEL PAINT GBDW, TEXTURED, SATIN ENAMEL PAINT GBDW, TEXTURED, SATIN ENAMEL PAINT GBDW, TEXTURED, SATIN ENAMEL PAINT CONC SPRAY-OJ SIMULATED ACOUSTICAL 8'-0" - � 03 KiTCHErv 71LE NOSEriLE GBDw rExTURED SArIN ENAMEL P,4INT GBDw, TExTURED SATiN ENAMEL PAIrvT GBDw TExTURED SATIN ENAMEL PAINT GBDw TExTURED SATIN ENAMEL PAiNT CONC. SPRAY-O� SIMULATED ACOUSTICAL 8'-O" GBDW SOFFIT � CABINETS ( l 04 HALL CARPET WOOD GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT CONC. SPRAY-OJ 51MULATED ACOUSTICAL � 8'-0" TILE ENTRY � `-J 05 HALL CLOSET CARPET - GBDW SATIN ENAMEL PAINT GBDW SATIN ENAMEL PAINT GBDW SATIN ENAMEL PAINT GBDW SATIN ENAMEL PAINT CONC. SPRAY-0� SIMULATED ACOUSTICAL 8�-0" - ' 06 OWNERS CLOSET CARPET - GBDW, SATIN ENAMEL PAINT ' GBDW SATIN ENAMEL PAINT GBDW, SATIN ENAMEL PAINT GBDW SATIN ENAMEL PAINT CONC. SPRAY-OV SIMULATED ACOUSTICAL 8�-0" - 07 W D CLOSEf SHEET VINYL - GBDW SATIN ENAMEL PAINT " GBDW SATIN ENAMEL PAINT GBDW SATIN ENAME�. PAINT GBDW SATIN ENAMEL PAINT CONC. SPRAY-0� SIMULATED ACOUSTICAL 8'-0" ^ NOSETILE GBDW TEXTURED SAIIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT SUSPENDED GBCW ENAMEL PAINT 7'-2" TILE COUNTER & SHOWER WALLS �/� � OS BATHROOM TILE �J' 1 09 BEDROOM CARPET WOOD GBDW TEXTURED SAfIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT CONC. SPRAY-OV SIMULATED ACOUSTICAL 8'-0" DRYWALL SOFFIT 7�-2" , I--- 10 BEDROOM CLOSET CARPET - GBDW SATIN ENAMEL PAINT GBDW SATIN ENAMEL PAINT GBDW SATIN ENAMEL PAINT GBDW, SATIN ENAME� PAINT CONC. SPRAY-OV SIMULATED ACOUSTICAL 8'-0" - � � 11 MASTER BEDROOM CARPEf WOOD GBDW� TEXTURED SAfIN ENAMEL PAINT GBDW� TEXTURED SATIN ENAMEL PAINT GBDW� TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT CONC. SPRAY-OV StMULATED ACOUSTICAL 8'-0" DRYWALL SOFFIT 7'-2" � 12 MASTER BATHROOM TILE NOSEfILE GBDW TEXTURED SAfIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT SUSPENDED GBCW TEXTURED ENAMEL PAINT 7'-2" TILE COUNTERS & TUB WALLS � 13 MASTER BDRM CLOSET CARPET - GBOW SATIN ENAMEL PAINT GBDW SATIN ENAMEL PAINT GBDW SATIN ENAMEL PAtNT GBDW SATIN ENAMEL PAINT CONC. SPRAY-OV SIMULATED ACOUSTICAL 8'-0" � UNIT 620 O � 01 LIVING CARPET WOOD GBDW TEXTURED SAfIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT CONC. SPRAY-OV SIMULATED ACOUSTICAL 8'-0" TILE ENTERTAINMENT UNIT �'�� 02 DINING CARPET WOOD GBDW, TEXTURED, SAfIN ENAMEL PAINT GBDW, TEXTURED, SATIN ENAMEL PAINT GBDW, TEXTURED, SATIN ENAMEL PAINT GBDW, TEXTURED SATIN ENAMEL PAINT CONC. SPRAY-OV SIMULATED ACOUSTICAL 8'-0" - � U 03 KITCHEN TILE NOSETILE GBDW TEXTURED SAfIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT CONC. SPRAY-OV SIMULATED ACOUSTICAL 8'-0" GBDW SOFFIT C� CABINETS 04 OWNERS STORAGE SHEET VINYL - GBDW SATIN ENAMEL PAINT GBDW SATIN ENAMEL PAINT GBDW SATIN ENAMEL PAINT GBDW SATIN ENAMEL PAINT FURRED GBDW =NAMEL PAINT VARIES FURR CEILING UNDER STAIR �—�� 05 STAIRS CARPEf WOOD GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBOW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT SUSPENDED GBCW, SPRAY-ON SIMUL ACOUSTICAL VARIES � - �� I , f O6 POWDER ROOM TILE NOSETILE GBDW, TEXTURED, SATIN ENAMEL PAINT GBDW TEXTURED, SATIN ENAMEL PAINT GBDW, TEXTURED, SATIN ENAMEL PAINT GBDW, TEXTURED, SATIN ENAMEL PAINT SUSPENDED GB[W, ENAMEL PAINT 7'-2" TILE COUNTER w 07 ENTRY CLOSET TILE NOSETILE GBDW SATIN ENAMEL PAINT GBDW SATIN ENAMEL PAINT GBDW SATIN ENAMEL PAINT GBDW SATIN ENAMEL PAINT CONC. SPRAY-QV SIMULATED ACOUSTICAL 8'-0" - � 08 HALL CARPET WOOD GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED, SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT CONC. SPRAY-CN SIMULATED ACOUSTICAL 8'-0" TILE ENTRY O � f� 09 HALL CLOSET CARPET GBDW SATIN ENAMEL PAINT GBDW SATIN ENAMEL PAINT GBDW SATIN ENAMEL PAINT GBDW SATIN ENAMEL PAINT CONC. SPRAY-C1�1 SIMULATED ACOUSTICAL 8'-0" - U 10 MASTER BEDROOM CARPET WOOD GBDW, TEXTURED, SATIN ENAMEL PAINT GBDW, TEXTURED, SATIN ENAMEL PAINT GBDW, TEXTURED, SATIN ENAMEL PAINT GBDW TEXTURED, SATIN ENAMEL PAINT CONC. SPRAY-CN SIMULATED ACOUSTICAL � 8'-0" - � Q 11 KITCHENETTE CARPET WOOD GBDW SATIN ENAMEL PAINT GBDW' SATIN ENAMEL PAIM GBDW SATIN ENAMEL PAINT GBDW SAT1N ENAMEL PAINT CONC. SPRAY-CN SIMULATED ACOUSTICAL 8�-0" - W 12 ASTER BDRM CLOSET CARPET WOOD GBDW SATIN ENAMEL PAINT GBDW' SATIN ENAMEL PAINT GBDW SATIN ENAMEL PAINT GBDW SATIN ENAMEL PAINT CONC. SPRAY-CN SIMULATED ACOUSTICAL 8�-0" - � 13 MASTER BATHROOM TILE NOSETILE GBDW, TEXTURED, SATIN ENAMEL PAINT GBDW', TEXTURED, SAT1N ENAMEL PAINT GBDW, TEXTURED, SATIN ENAMEL PAINT GBDW, TEXTURED, SATIN ENAMEL PAINT SUSPENDED GBGW, ENAMEL PAINT 8�-0" TILE COUNTERS & TUB WALLS 14 W D CLOSET SHEET VINYL - GBDW, SATIN ENAMEL PAINT GBDW', SATIN ENAMEL PAINT GBDW SATIN ENAMEL PAINT GBDW, SATIN ENAMEL PAINT SUSPENDED GBGW, SPRAY-ON SIMUL. ACOUSTICAL 8�-0" - � 15 BATHROOM TILE NOSE TILE GBDW TEXTURED SpT1N ENAMEL PAINT GBDW' TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT SUSPENDED GB�W ENAMEL PAINT 8�-�� - � 16 BDRM 4 BATHROOM TILE NOSE TILE GBDW TEXTURED SATIN ENAMEL PAINT GBDW' TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT SUSPENDED G66W ENAMEL PAINT 8�-0" - � � .. '�` � { 17 BDRM 4 CLOSET CARPET - GBDW, SATIN ENAMEL PAINT GBDW', SATIN ENAMEL PAINT GBDW, SATIN EN EL PAINT GBDW, SATIN ENAMEL PAINT SUSPENDED GBUW, SPRAY-ON SIMUL. ACOUSTICAL 8�-0" - � — ` s' �� p - 18 BEDROOM 4 CARPET WOOD GBDW, TEXTURED S�TIN ENAMEL PAINT GBDIh', TEXTURED, SATIN ENAMEL PAINT GBDW, TEXTURE[�, SATIN ENAMEL PAINT GBDW, TEXTURED, SATIN ENAMEL PAINT SUSPENDED GBDW, SPRAY-ON SIMUL. ACOUSTICAL VARIES TO 12' - Q , ,- t 19 BEDROOM 3 CARPET WOOD GBDW TEXTURED SlfflN ENAMEL PAINT GBDIh� TEXTURED SATIN ENAMEL PAINT GBDW TEXTURE SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT SUSPENDED GBDW, SPRAY-ON SIMUL. ACOUSTICAL VARIES TO 12' - � ' �� - 20 ' BDRM 3 CLOSET CARPET WOOD GBDW SATIN ENAMEI PAINT GBDw� SATI ENAMEL PAINT GBDW SATIN E MEL PAINT GBDW SATIN ENAMEL PAINT SUSPENDED GBDW, SPRAY-ON SIMUL ACOUSTICAL 8'-0" _ ' ` 21 LINEN CLOSET CARPET - GBDW SATIN ENAMEL PAINT GBDH�, SATIN ENAMEL PAIiVT GBDW, SATIN E ,4MEL PAINT GBDW, SATIN ENAMEL PAINT SUSPENDED GBDW, SPRAY-ON SIMUL ACOUSTICAL 8�-0" �J 1 ` 22 , BEDROOM 2 CARPET WOOD GBDW, TEXTURED, S�TIN ENAME� PAINT GBDH� TEXTURED, SATIN ENAMEL PAINT GBDW, TEXTURED, SATIN ENAMEL PAINT GBDW, TEXTURED, SATIN ENAMEL PAINT SUSPEN�ED GBDW, SPRAY-ON SIMUL. ACOUSTICAL VARIES TO 12' - i - � � • 23 � BDRM 2 CLOSET CARPET - GBDW TEXTURED S�,TIN ENAMEL PAINT GBDV1► TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT' SUSPENDED GBDW, SPRAY-ON SIMUL. ACOUSTICAL 8'-Q" � 24 BDRM 2 BATHROOM TILE NOSE TILE GBDW TEXTURED SATiN ENAMEL PAINT GBDV1► TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT SUSPENDED GBDW ENAMEL PAINT $�-�� - I � � CARPET WOOD GBDW, TEXTURED, S�STIN ENAMEL PAfNT GBDV11, TEXTURED, SATIN ENAMEL PAINT GBDW, TEXTUR�ED, SATIN ENAMEL PAINT GBDW, TEXTURED SATIN ENAMEL PAINT SUSPENDED GBDW, SPRAY-ON SIMUL ACOUSTICAL 10'-0" - O 25 . HALL W � ' UNI 621 ' � � ' t" . .. 01 LIVING CARPET WOOD GBDW TEXTURED S�TIN ENAMEL PAINT GBDV11 TEXTURED SATIN ENAMEL PAINT GBDW, TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAiNT CONC. SPRAY-CN SIMULATED ACOUSTICAL 8'-0" TILE ENTERTAINMENT UNIT � ' � j 02 DINING CARPET WOOD GBDW TEXTURED S�TIN ENAMEL P AI N T G B D H I T E X T U R E D S A T I N E N A M E L P A I N T G B D W T E X T U R E D. S A T I N E N A M E L P A I N T G B D W T E X T U R E D S A T I N E N A M E L P A I N T C O N C. S P R A Y-C�N S I M U L A T E D A C O USTICAL 8'-0" z 03 KITCHEN TILE NOSETILE GBDW TEXTURED S/�TIN ENAMEL PAINT GBD V II T E X T U R E D S A T I N E N A M E L P A I N T G B D W T E X T U R E D S A T I N E N A M E L P A I N T G B D W T E X T U R E D SATIN ENAMEL PAINT CONC. SPRAY-GN SIMULATED ACOUSTiCAL 8'-0" GBDW SOFFIT � CABINETS � 04 HALL CARPET WOOD GBDW TEXTURED S�TIN ENAMEL PAINT GBDHf TEXTURED SATIN ENAMEL PAINT G B D W T E X T U R E D S A T I N E N A M E L P A I N T G B D W T E X T U R E D S A T I N E N A M E L P A I N T C O N C. S P R A Y-G N S I M U L A T E D A C O U STICAL 8'-0" TILE ENTRY � , 4 05 HALL CLOSET TILE NOSETILE GBDW SATIN ENAMEL PAINT GBDNI SATIN ENAMEL PAINT G B D W S A T I N E N A M E L P A I N T G B D W S A T I N E N A M E L P A I N T C O N C. S P R A Y-(�N S I M U T A T E D A C O U S T I C A L 8�-0" _ � � } � 06 MASTER BEDROOM CARPET WOOD GBDW TEXTURED SATIN ENAMEL PAINT GBDV'I TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT CONC. SPRAY-GN SIMULATED ACOUSTICAL 8'-0" O �i 07 MASTER BDRM C�OS CARPET - GBDW SATIN ENAMEL PAINT GBDi�I SATIN ENAMEL PAINT GBDW SATIN ENAMEL PAINT GBDW SATIN ENAMEI. PAINT CONC. SPRAY-GN SIMULATED ACOUSTICAL 8'-0" - � � � � M TILE NOSETILE GBDW TEXTURED SATIN ENAMEL PAINT GBDNI TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT SUSPENDED GB)W ENAMEL PAINT 7'-2n - , '� 08 . MASTER BATHR00 - 09 ' KITCHENETTE CARPET WOOD GBDW TEXTURED SATIN ENAMEL PAINT GBDV'J TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT CONC. SPRAY-ON SIMULATED ACOUSTICAL 8'-0" , F � 10 POWDER ROOM TILE NOSETILE GBDW TEXTURED SATIN ENAMEL PAINT GBDVJ TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT SUSPENDED GB)W TEXTURED ENAMEL PAINT 7'-2" TILE COUNTER ' t 11 ' STAIRS CARPET WOOD GBDW TEXTURED SATIN ENAMEL PAINT GBDUV TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT SUSPENDED GB)W. SPRAY-ON SIMUL. ACOUSTICAL VARIES �I 12 OWNEf� STORAGE SWEET VINYL GBDW SATIN ENAMEL PAINT GBDV� SATIN ENAMEL PAINT GBDW SATIN ENAMEL PAINT GBDW SATIN ENAMEL PAINT FURRED GBDW, ENAMEL PAINT VARIES FURR CEILING UNDER STAIR i � 13 W D CLOSET SHEET VINYL GBDW SATIN ENAMEL PAINT GBDVV SATIN ENAMEL PAINT GBDW SATIN ENAMEL PAINT GBDW SATIN ENAMEL PAINT SUSPENDED GB)W, SPRAY-ON SIMUL. ACOUSTICAL 8'-0" - . 14`1 BATHROOM TILE NOSETILE GBDW TEXTURED S�TIN ENAMEL PAINT GBDVV TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT SUSPENDED GB)W ENAMEL PAINT 8'-0" TILE COUNTERS & TUB WALLS � 15 BDRM 4 BATHROOM TI E NOSETILE GBDW TEXTURED S�TIN ENAMEL PAINT GBDVV TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT SUSPENDED GB)W ENAMEL PAINT � 8'-0" TILE COUNTERS & TUB WALLS � ' 16� BDRM 4 CLOSET C RPET - GBDW SATIN ENAMEL PAINT . GBDVV SATIN ENAMEL PAINT GBDW SATIN ENAMEL PAINT GBDW SATIN ENAMEL PAINT SUSPENDED GB)W, SPRAY-ON SIMUL. ACOUSTICAL 8'-0" - ' 17 BEDROOM 4 CARPET WOOD GBDW TEXTURED SATIN ENAMEL PAINT GBDVV TEXTURED S�1TIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEI. PAINT GBDW TEXTURED SATIN ENAMEL PAINT SUSPENDED GB)W. SPRAY-ON SIMUL. ACOUSTICAL VARIES TO 12' - ; 18 BEDROOM 3 CARPET WOOD GBDW TEXTURED SATIN ENAMEL PAINT GBDVY TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT SUSPENDED GB)W, SPRAY-ON SIMUL. ACOUSTICAL VARIES TO 12' - � , 9 BDRM 3 CLOSET CARPET - GBDW SATIN ENAME'_ PAINT GBDVV SATIN ENAMEL PAINT GBDW SATIN ENAMEL PAINT GBDW SATIN ENAMEL PAINT SUSPENDED GB�W, SPRAY-ON SIMUL. ACOUSTICAL 8'-0" _ �0 LINEN �LOSET CARPET - GBDW SATIN ENAME_ PAINT GBDVV SATIN ENAMEL PAINT GBDW SATIN ENAMEL PAINT GBDW SATIN ENAMEL PAINT SUSPENDED GB�W, SPRAY-ON SIMUL. ACOUSTICAL 8'-0" � 21 BEDROOM 2 CARPET WOOD GBDW TEXTURED, S�1TIN ENAMEL PAINT GBDVV TEXTURED SATIN ENAMEL PAIN� GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT SUSPENDED GB�W, SPRAY-ON SIMUL. ACOUSTICAL VARIES TO 12' - HAVEKOST+ASSOC. � ,. ARCHITECTSPC �2 BDRM 2 CLOSET� CARPET - GBDW SATIN ENAME_ PAINT GBDVV SATIN ENAMEL PAINT GBDW SATIN ENAMEL PAINT GBDW SATIN ENAMEL PAINT SUSPENDED� GB�W, SPRAY-�N SIMUL. ACOUSTICAL 8 -0 - >>2� GRANT STREET 23 BQRM 2 BATHROOM TILE NOSETILE GBDW TEXTURED SATIN ENAMEL PAINT GBD�'d TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBOW TEXTURED SATIN ENAMEL PAINT SUSPENDED GB�W ENAMEL PAINT 8'-0" TILE TUB WALLS OENVER, co so2o3 303 / 861-7121 24 HALL CARPEf WOOD GBDW TEXTURED S�TIN ENAMEL PAINT GBD�Y TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT GBDW TEXTURED SATIN ENAMEL PAINT SUSPENDED GB�W, SPRAY—ON SIMUL. ACOUSTICAL 10'-0" — DATE 3�10100��F i ' • � SCALE , i � -- k i ' � 1 � , DRA,WN K R. 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TYP � � a t ' 8"X8" CONC COL'S, REFER STRUCT o � C ,� ) _I � 7" PRECAST WA�L ^ { � ;' - (REFERENCE STRUCT.) � '� � ' � �� ' 6" PRECAST CONCRETE CAP � 4 ° � � � — i ' ; g'-.�" }� - 3" POLYURETHANE W/3" � ' �— --- �------------ -------- ------------ -- � -t -'� f °` � Z C H A N N E LS A N D S I M U L Q a ; I GRANITE VENEER W/ GI TIE� C�? 2 5 F � e I (rr � � , \ _ STUCCO FINISH \ ' / ` . t 6'-6" i � 1 '-8" 10" � 4" CMU W/#5 BARS � 24" � 6'-O" CLEAR 60 ,ML ME0.�IBRANE W P. �J' 1 � �-- -- ----'---- --- ---- ---- -- -- ---��-- --�- �- �i �,� O C W/ 1 /2" S TU C C O F I N I 5 H � � a ° , ' 3 1 /2' METAL STUDS /�� � I i ; , i I , � GALV STONE ANCHORS C� 2 SQ FT , T`r'P � W/FOIL FACED BATT � r , � � ` _ , � I - - ° INSUL. 5�8" G.B �� ! � � N � ; ' � � ` PRECAST CONC BASE, TYP. � COLS N I � O i , � � � , _� -+-�+� a 6" WOOD BASE W I i ; , �� I ; i CONCRETE PAVERS AT WALK - ' �+�----------;-�-- � ' '; ' �-- � ' � '4" CMU CARPET W/ PA�D _ � � � ' I ' � � �-�--- 1' ' I 1 0 ML POLYETHYLENE FLASHING N SLOPE 1 /4"/1 ' MIN N 3" + CONCRETE TOPPING z a i i � � ^ /��_� I i � I � � �- a ; a ° � � i �`� ' 6"X12'� PRECAST CONC CAP , � � i I , _ �— / , I 2" (� COPPER DRAIN � 4' O C � a a � � I ' ----- � � � � � -��- 1��--I - a a a d � > > � '1 -�--- _�_�II��=IIIi-�II=1I WATERPROOF MEMBRANE , -�- 4 , I ,��_ I--+� -� 8" CONCRETE WALL (SEE STRUCT ) °a o a � ° a � �° a � ad d a O 1 TERRACE I I__�II_�i,-�,-� � � � � O � a I I I � �-_ � -� �-� _- . � -- _ __ � � � I - � �=�=1�1—��_=�II_� � ° — � I�— — � ° � ° ° �— ' i r'� E i r!i == — 1=�� � ' ° ° � i � � ; G f / r�-i�Il���il��jl+�;I__'I� � 6" STONE VENEER 4" CONC SLAB W/ 6x6x10/10 WWM I I I�I I I-�I I I=I I I�-I I I�I I Ii ° ° a � , � � � ��I I �-1 I!_�I I,;�i� � I I 1=1 � I—I I I-1 I 1=f i I-� , � � � � _ , _ DOVETAIL ANCHORS � 24" O C , TYP aa� ' a ° HOL�.O CORE SLAB ; , � N � �a�i io�i Q���i i =� � 1=1 I I—i I I-1 I I_! I i � � ,o � o.�,oe �o�� 2" � COPPER DRAINS FROM CONCRETE CURB AND GUTTER =I I I-� I I-� I I-I I I=I � � � I °C?�o,°O�G�L�! _ PL_ANTER � 6' O C aa COMPACTED FILL 1=I I �=I I �=I I I=� i ( °Q , � � ------,-� j ��az�o��o 3 1 /2" PRECAST CONC PAVERS I I=I�I-I I I=� I (=) ' \ G,� � o--_�`_� o -�-���-_�� -, ,- - �-�'--�� _ ON 2" SAND BED � SUSPENDED CEILING V_ 4 � _ � _ `� _ V _ 0 _ 0 _ V _ � �. > ' I�I I I—I � I—) I � O O O ' 3,/4 WEEPS � 2 O C FROM 1 /2" "HYDRODUCT" HSF � a I -I I I=I I I=� ` 4 ; ' " D ', D ' D ' D _ ' � ' � ' � '_ P : � I n , 1 ' (� COPPER WEEP C� 4' O C n - - — -- --- - , "�-IYDRODUCT" AT PLANTERS co a I II _i I 4" GRAVEL DRAINAGE LAYER -I i I� ii ° � , 8" PRECAST SL.ABS � STUCCO °° � II — 1 I � � ° � � ' 1 " STYROFOAM ISULATION STRIP g PF�ECAST CONC "QUOINS" 1 Q � f '� a ; ' ° A T A R C H, T YP I C A L d--- -------------- � - --Q--- - - -- � --- --- - e a � �� I 4 4 a,�I� a 6 d � e d a d a d a I� HAVEKOST-i-ASSOC � d �dld d l�. l� ° p ° e a Cd-J ARCHITECTSPC � q � a n a- a 4 � ° a ° e 1 121 GRANT STREET � �� ° a ° 4 DENVER. CO 80203 r � , . 4 ' ° � ° � ° ' 303 / 861-1121 � � ;` � DATE � ' 10" POST TENSIONED CONC DECK � 3/10/�0 � � W/ 60 MIL BITUTHENE MEMBRANE SCALE � 3/4"=1'-0,� , � DRAWN M.S. JOB , # ANTLERS , � �� CTION AT C �VERED �TALK SHEET TYP . TERRACE /PLANTER SE � TI �N 4 Al2 SCALE 3/4" = 1'-0" A SCALE 3/4" = 1'-0" � , � � ,, - i d , � _ _ - , , ,, _ ._ ., _ l - - -- -• - -; --- - —-- _� t __...�t_ _ " � - � � ` -kx `° J- -'°` . �, - i . � ; ' �� k (� �' 3 , / ! f) , � r •7 i { :� ' r � � REVISIONS BY - �" � ' '' ' 2"x2" STEEL TUBE W/ . - � , 10"x2"x1/4" STEEL PLA7� � � W/ 2 3/8" THRU BOLTS ,',; ��; 3"x2" STEEL TUBE CONTINUOUS TOP RAIL TYPICAL � 4'-0" O.0 i % � , � � yt 2"x3" STEEL TUBE � -� 1"x2" STEEL TUBE SUPPORT � , 4' O C , FASTEN TO EXIST'G "L" � 1"x2" STEEL TUBE PICKETS � � , " !`" AT 4" 0 C . I 1-1/2"x2-1/2"x3/8" "L" TOP & BOTTOM REMAINS i I � � � I I 20 OZ COPPER EDGE CAP � I I � I I � � i 1"x2" STEEL TUBE PICKETS � 5" O C I I � � 3"x2" STEEL TUBE BOTTOM ;, I I I ,� `,° M ' I I OF ��( ' ' RAIL W/ 3"Y2" STEEL TUBE ;� FABRICATE IN 8' SECTIONS OR TO 3�� I I �'P "� � SUPPORT TO 1 4" STEEL � � � � CORRESPOND TO DOUBLE L'S � 8' 0 C c� I I ,`� � � PLATE W/ 2 3/8" � AB'S � s" � � EXISTING BALCONY FLOOR `" ;E'L 1 AY / � SLOPE 1/4" / 1' MIN � t�rP I I I � � � EXIST'G 2-1�2"x1-1/2"x3�8" � I I �,�' � s PRECAST CONC PLANK � STEEL "L" TOP & BOTTOM � � � � �,,V � � _ _ FLOOR LINE a I I 2 �—�/2"x2-1/2°x3/16" "L� y�� C��� � � � ' 1"x2" STEEL TUBE TOP AND BOTTOM � REMAIN AS STEEL FRAME D �1� : �- - -- - -- I � . aa �a � a n I i � . Q a a � 1) � � � Q a � Q � � BOLT NEW PICKET SECTIONS TO ' � 20 OZ COPPER DRIP EDGE EXISTING "L" FRAME W/ U BOLTS � 4' 0 C TOP AND BOTTOM � ; . � , S � C T I 0 :� AT �ZE VATI 0 N AT � � ;� BALCONY RAIL SE � TI�ON � Q ' 3 �=1 , � A,2 - � BALCOl�Y RAIL 2 R�TROFIT BALC . RAILS � SCALE 3/4" = 1'-0" -- — -- - � , Al2 �EXISTING UNIT BALCONIES) A� 2 (EXISTING BUILDING UNIT BALCONIES) � a SCALE 3/4" = 1'-0" SCALE 3/4" = 1'-0" �""�""� (��/ ' �.{ LL �f L ' � - � O i I _ � � I 3"x2" STEEL TUBE CONTINUOUS i � 1"x2" S�TEEL TUBE SUPPORT � � ! 4' O C , WELD TO EXIST'G "L" � ' i°x2" STEEL TUBE N 20 OZ COPPER CAP, CONTINUOUS U i 2"x3" STEEL TUBE RAILS � SUPPORT � 4'-0" O C TYP CONTINUOUS COPPER CLEAT � ' (FULL LENGTH TO STEEL "L'�) ; ' � � I , � , '�' 20 OZ COPPER CAP FLASHING, TYP 5/8" EXT PLYWOOD SHEATHING � � � � 1-1/2" GAL METAL STUDS @ 24" 15# FELT UNDERLAYMENT �J' 1 I 5/8" F�BERGLAS REINF �-- ; CEMENT BOARD � � O C FASTENED TO EXIST'G STEEL 1"x6" REDWOOD BEVEL SIDING � ; i i 3-1/2" METAL STUDS � 24" 0 C L'S TOP AND BOTTOM ;� f �e=—� �f II � i � r � � 5/8° EXT PLYWOOD AND 15# 5/8" FIBERGLAS REINF CEMENT BOARD � ,_ , ,_ � � FE�T OUTSIDE OF METAL STUD � � ' - '�� '�� �� � I I 3/4" GAL HAT CHANNELS � 2' HORIZONTAL ��,� O � ',�' .{ �� = SLOPE 1/4" 1'-0", ��IIN � � EXISTING PRECAST CONC (TWIN—T) � , � ,- , 3/4" REDWOOD LAP SIDING � U I � EXIST'G 1-1/2"x2-1/2"x3/16" �_� ���..,� '� - � , 8" PRECAST w � � "J L" REMAtNS � 8' O C , TYP �� i �_- ` '� ' � CONC PLANK a • I ' _. , � � � - ° 3-1/2" x 6" x 1/4" x 12" STEEL °� ' ,,,, ,,'+ � � o ANGLE � 6'-0" O C ANCHOR � � �� , ' " � • ' ; „ 4 TO CONCRETE W/ 2-1/2' AE'S I EXIST'G 2-1/2"x1-1/2"x3/8" STEEL �� ; ; ,''' _ � "L" TOP & BOTTOM CONTINUOUS � � ; �r , � • , ( � 1 ` ' �J , , � ' �� . ( „ 1 � � � � � � � . _ � � � � . ' �ECTION AT EXI�TING � � : i � � C� � ; , � � , 2 �ALCONY RAILING DETAIL 2 BALC � NY C � RRIDOR RAIL � � t �., _ � - 1 Al2 Al2 � r'! ' SCALE 3/4" = 1 '-0" SCALE 3/4" = 1'-0" ' � , � • � , l � . , t � � I 11' 1 � .� .' , � � � � � , 1/2" x 2 STEEL TUBES � 4" 0 C O ' . �� � 2" x 3° STEEL TUBE � ' � ; 20 OZ COPPER CAP � j . � � _ I _ � i , ' ' - � � i � � �, ; I . i , � � � , , ;; 1 � ' I; 1 (' ;; � O � -ri + ii ` ! I i� ( �� 1 i I I � I �i � - j i - - - � � � ' J „ � � � � � , _ �� __ ; �, - - , i _,_,� �_1�_� , I I �_1L_., , i � - � ;; � - — � ;r � - FLOOR _�.T11T1___ �___.�.q....�.�..��__�_ " _ i � � _' ( 1 1 1 1 I I � j _ � � i i , i � i � , � i i � � i � � � � � � � � � � 1 , -- � , i . � � t 2 3 ' j • Al2 Al2 - B�.LCOl�TY RAIL ELEVATION � D � 5 � Al2 , SCaE 3/8" = 1'-0" HAVEKOST+ASSOC. ARCHITECTSPC 1121 GRANT STREET DENVER, CO 80203 ; 303 / 861-1121 w.. • i °ATE 3/�o/oo ; ' SCALE ' VARIES �� ' , , a • r � � N . , KR MS ; � JOB � , , ANTLERS r , SHEET i � , ' � ,,� , . , , .. ' • � . - _ � _ _ __ _ _ _ _ _ __ __ _ _ __ _- _ _ _ _ . � _ _.__ _ ____ . � � • � � . � , . � REVISIONS BY ; � , � ' � 2 RIDGE VENT, REFER TO DETAIL � , ' A9 � � 6 1 O" FOIL FACED BATT IVSULATION I � � ; � , 1 U �� � � , � ' � '� , � , , , 1 2 - � � - �-- -a- �_t- --�- �-- --_-- � . �, _ � ' , ; , j � � ' � ' i I 5/8" GYP BOARD � � �� I / ' ' ; ' � � ' � \ � � I � 6 TILE ROOF _ ' � r ' '_I � i CEILING, TYP � � I � J , , � -} , � ,� , , 4 CONCRETE TILE � � /� \ ' � � I ROOF SURFACE � � � � � �-�� � , �` f . ; '- � -' � � ; -� - -,-�- -i� � FURR AROUND 10" STEEL � � � I � (, h i ,I � �ENT W� 5�8" GYP SHEATHING � � : � ' AND COVER W/ WOOD TRIM � � I \� ' ,___ ;_� �� ' ' � � � � _ _� � I' � I 20 OZ. COPPER � ` ' __� `__ -`-`--'- ' VA�LEY FLASHING � � � � � � COPPER COVERED WING � I �I ' � !I � � ' , '_ � C 0 / 1 x6 CEDAR T&G SIDING FINISHED � � �I FIX GL FIX GL � � FIX GL � WALL OF 5/8" FIBERGLAS � _� _ - _ _ _ �-t_ . 0 (0 SOFFIT ON 5/8" GYP SHEATHING ` ; ' REINF. CEMENT BOARD ; ' ` ' � �� ' � �� � ; ' i ' � � 'P I � �� �'� � � , � AROUND 3"X3" STRUT � � � � � �� ,__t i ,_; Q O � � � : : _ _� �_ _ _ � FIXED GLASS WINDOW IN WOOD �' � J -- , - - - - �- _ ' ___ _ i (REFER STRUCT ) � ' � , J ,- � - t ; ' � � ; �� , �„ � � FRAME, PREFINISHED ALUM i��� � ' , , � , ! ; i i ; � � L . p 11 �' N ' 1 CLADDING, TYPICAL ' � � � �_ _ , - _} - � - , - - � -�-- - �- , , - - - - , ; � � ' � , i ; i - ' � � ' ' COPPER COVERED FASCIA � ' ' � ' ) WING WALL (METAL FURRING, � ; ' , , � � � ' ? � 1 FIBERGLAS REINFORCED CEMENT i �- W EELATO fUMNS C�OVERED � ; � � � , : , f� D A�G�►�1 ± BD. COVERED W/20 OZ COPPER) , , � , / B NSUL. ND 5/8 � , _ _ � L � � , ' GYP SHEATHING W/ EIFS �� - - - - ; � j ��j �" { 3-2x8'S COVERED W/ 3/4' ' FINISH ON 1 " FOAM BOARD � � - ' � � 1 :; ,� ; PINE TRIM SLID GLAS ' ` � ';�- ,- ' - '- - - ' � �" ` � SLIDING GLASS DOOR UNIT � ' � DOO UNI , i ' ' ! ; ' ' ' a � , ' ; : i 1_ ' t 1-- _- 1 _ ;;� • � (REFER TO WINDOW SCHEDULE) , # � � ' , � —,I , , , � � ' r �� , . � - - - - � ._ ! � , . - - - �— � ��—� t - - -- ; - _- 1 o _ ' i i i i ; � ; ; - i j -_ ------- ----- ,_ , _, � � ` , • � � _ � , . ; � I O � ; 1 x6 T&G CEDAR SIDING FINISH SOFFIT � � 1 i � C ON FURRING CHANNELS � 24" O.0 � Q j ;= � � j , Q � � � SECTION AT DORIVIER , DORIVIER%` GLAZING ELEVATI � N 1� 0 � F AT TYPICAL D � RIVIER ,—�, Q � 1 2 3 A28 -- - - A28 � � � � SCALE 1�4" = 1 '-0" ' SCALE 1�4" = 1'-0" A28 SCALE• 1�4" = 1'-0" �� � �_ � ,, � � i - r�� � � � � � STANDING SEAM � 12" O C O ' 1 ! f � U � � � � � � 20 OZ C�PPER CAP ON 5�8" , � I � � t, �-�\ � 12 � I � -�-�-�-' 6 � FIBERGLASS REINF CMT BD � � ' /'' \� � � STEEL TUBE FRAME W/ \ ^ a '���� ; � i I I I i , 5/8" FIBERGLAS REINF � � � ; , , ( � � � � 2 CEME�T BD EACH SIDE �J' 1 � , ( 4"x4" STL TUBE FRAME �-- � �'�, � � � � I � � I . 4 �-_— 20 OZ COPPER W/ - - .� WITH 2"x4" ST� TUBE � �� � �� FLASHING AT . z , 1 % PENETRATIONS , � STRUTS � 24" O.C. � ; � � � � i � } � ' ��-'--'---� --�� " " CONTINUOUS COPPER CI�EAT TYP. � ` FIX FIX 1 FIX i � � � i - � I �,i 40 ML BITUTHANE - I - - � ' + � I GL. GL � GL � I l � i ' � I / ON 5/8" FIBERGLASS , , � I a } . i , + � �/'� � REINFORCED CEMENT BD ' � 2x8 PRESS. TREATED NAILER, CONT. �'I O '` i � /� , WRAP WITH BITUTHANE MEMBRANE � - - - - - - - - - - -i L�- - - - 20 OZ COPPER VALLEl'/ � - - i � U ! � � � x CRICI^ET FLASHING, TYP � � . 20 OZ COPPER FA��CIA --��� O � I TERMINATE ALL VENTS, FLUES, �� � � UP 13" MIN. COVER, TYPICAL � � PIPES, ETC INTO CHIMNEY � ENCLOSURE lN ACCORDANCE WITH W � � , U - 6x1 O TIMBER BRACK ETS W/ � - _ � � CODE REQ'MTS. � i j ' 1 /2" STEEL PLATES AND ' � � � , ( rn i t 3/4" BOLTS, TYPIC��L -- � ' � o � � , _ _ j � CHIMNEY WALL WITH 4"x4" STL. TUBE � 12'-O" S I N GLASS DO UNIT "I" � , � � _ = FRAME, 5/8" FIBERGLASS CMT BD ONE � � , WOOD FRAME, PREFINISHED ; CC � � � ��- -' ' SIDE, AND SYNTHETIC STUCCO QN 1 " - ALUMINUM CLAD WIrJDOW _- _ _ _-_ �_ _- -- ` , i 'FOAM BOARD. _ I--� W i � RECESSED 2-1 /2" +, TYP. . ^ - ! / , 40 MIL BITUTHANE MEMBRANE TURN � - -� - 40 ML "BITUTHANE" , > ri--f i , � � , ��_ , ��— MEMERANE ON 5/8" ' � - � UP 24" MIN WITH 20 OZ COPPER � i � �TEEL TUBE GUARDF�AIL ti � O ^ 1 ( EXT PLYWOOD (TURN � FLASHING 1i ( I i I � I I � -- --- :,OPPER CAP FLASHING UP 35" MIN.) , � �� \ � � , I I ( I � I 1 I � I - -- - --- - 4x4 STL TUBE HEADERS - � � - , � � � , i I� I � F�I I�� I� � � __ AS R=Q'D BETWEEN W10 � - � - � � , _ LJ � l��ir�1 LJ !_.1 � __ ______ __ F I N I S H E D F L O O R R A F T=R S ' ' , _ - - -- , - - -- - - -� , - - - - - -- - - -- - - - - - -- -- -- -� - -- -------- - - . - • - - -- - - -- - - - -- --- - - -- - - -- - -- � -- - - -- - - -- - - - - - - , � ;� � ' , � � „ . , � � �_ REVISIONS BY { � '�. ' —-- ------ - -�� �� � ` .;_`_../` �`�' \ � , C � — ' ' _ _ _ _ ' ._�' �� } � � " ' .....''__: _ T _" _ _..-- _ _ " ' ; ' �\\\ {i 5/8" T1rPE 'X' 10" FOIL F � D �\ � 5/8" FIBERGLAS REINF DRYWALL ON H T gATT, TYP � �'� ' � CEMENT BOARD SOFFIT ' CHANNE_S � 2 " , ----- , FOR PAINT FINISH, TYP ' ' � O C. ATTIC ' ° � ' '� , ` ' , , ` " ` I � i - – -- - - � � d • r '� � � r K � � � � �20 GA GI 5/8" DRYWALL � ; � j � ' 0� ��� ' � / EXHAUST CEILING ; i ' ___'.�� �t� 4,p9 CONC TILE � GRILLE PER ; ' � , ,`'�' � 4 , , '' ROOF, TYP `,! � � CODE � WINDOW � ; �, lEl J N EKO O � // � EXPOSED CONCRETE � , � r � e , a , l O ' ' � •+ '�`�, r"" � � , � � � ' �� � � �.t � ,_0„ � , � � ,� , � I :jr � Q a 2 HR RATED FLUE : - - �,�� � �� � � �I + � � ' w AND PIPE CHASES , �� ��'Q �G \ � � ,- , �, • COPPER COVERED = (OFFSET AT WINDOW) + �` FASCIA, TYP �"_' ''� l ' , ' �� ' � � � � z CONCRETE '% I ► '� - + � � GUARDRA�L 1 3/4" DIA � TILE ROOF , �; , y 3"x2" TUBES --�`- PIPE � 5 3/4" O.C., �� � � � ' � i � � p T�• � ;���_ � " - � , , ° ; COPPER CAP o ; � � ; ,, . I _ o � , ; 6" BEVEL SIDING ON N p , � �{�', ', � y I HANDRAIL � ; � � 5/8" EXT PLYWOOD � q AT WALL � � �� • ' 3 1 /2" METAL _ EL 1 54 4-4 ' . _ � � j � � • � ` � , ' STUDS � 24" O C. , L � i , 5/8" FIBERGLAS REINF , � � - o -'L ,� '-8"MIN { CONFERENCE RM � � � CEMENT BOARD, TYP. � ��- / , , . �--, o � f � �� LANDING � I //i / � ,,' /� �� EL. 149.9 ; DRYWALL WALL ON f-�� � .� � � .' I �� ; METAL STUDS � ; � ,� „ _ - �-������- � i I i ` � FLR M'N �/ HANDRA� o � O � t � � - i � N EL - / ' WALL, T P � FLR EL 145.4' � � � y � , 1 '� � _ - - -- - - 1 45 4' . . � ; ---- -- - - - - O t �� i , p -� ---- ---- -- � O O O O O O O O � i , . � �� ' , ` � ( 1 � SYNTHETIC STUCCO � 5 -� o8R � 6 75" �� y 23" 2 HR `�J � ' j ON 3" POLYSTYRENE 7T � � „ p � 1' � ' INSULATION BD. W/ � RATED �2HR RATED PARTITION �� I ' 3" Z CHANNELS, TYP I 3/4" I HANDRAIL � � �i i� WARL AT SHAFT, TYP. � � '� 36" AB NOSING, / ��ii�- , ' � �20 QZ COPPER rYP EA IDE `� �// � LANDING �� I� � , ( CAP _<��j / EL 1 40.9' OFFICE �J 1 � I� ' " . 2 �/� 8R C 6.75,> AREA � � EIFS ON 5/8" / � � � ' ' FIBERGLAS REINF ��� _ 7T � 1 1 " ' SEALANT ALONG GI CEMENT BD_ FLR EL � , � 1 1 R � 6 75" FLR EL_ 136 4' EDGE BEAD, TYP ,• -` �3 1 /2' FURRING STUDS - --- 1 36 4' � 1 OT � 1 ' � _ ___ _ � -- EXPOSED � W/FOIL BACKED BATT. 2" � COPPER —� - L � - - CONCRETE, p O O O O O i - � � , �. ' " INSUL. AND 1 /2" G B DRAINS � 6' O C , - - - TYP INSIDE �� O 8" PRECAS� ' - - - ------ 5 1 /2" WOOD BASE TYP 1 2" DRYWAL STAIR PRECAST C RE PANEL � CONCRETE C�(aPING ° `'= , / _ __ � � - CARPET W/ PAD � � FLOOR SYST W/3" CONC. � U i . -, ( ARCHED COLONADE , I � �XIT ,� Z�� TOPPING, TYP 30 MIL. ME BRANE �� 3" CONCRETE TOPPING SYNTHETIC STUCCO � � ' DR ' �Z\� �-8 � M�N 2HR RATED �'�'I ' FLASHING, �YP .•a .. � ON 5/8" FIBERGLAS � � • � , �g � � Z�� � � PARTITION ^p---� ------ .. - ----- ------- ,--- -- , - R E I N F C E M E N T B D � � � ��� � L A N D I N G F I TN E S S � � (E X TE N D 18 ') , -------- - , --: ,----- - �� , � L A B E L � E L 1 3 O 2 ' Q..� .� � � � .Ofl, �'.0, � � d � � l�'4� �•,� Q � � ��� � �•0 �-��� Q' 0 � I I �/ �� ��� A R E A � , - ' . a . a • . . I I HM E/�� �� \ � � Q � � � ' � �• I I �R CB ` ��i i%� � � � ` '• LABEL) � �f� / FLR EL 127 4' . � EL 127 4' �--�� �5R � 6 75" � � PRECAST CONC �-__= _- � HOLLOW CORE S_AB -- QUOINS , - - - --- -- - - -- 4T � 11 " ' � - - - 6' POLYSTYRENE INSULATION . ^ � �' � O O O O O O O W ' �U� ' - DRYWALL 2 H �\� - c � , , ' 1 x6 CEDAR T&G SOFFIT � � W RATED � �� . � � � � � PARTITION � ' �,R OPEN TO STAIR � � Q , ,-^° ���� � --- R I � -� 2 13R C� 7\�. \\ BOI�ER FLUE (REFER o , � . 6" STONE VENEER SYNTHETIC STUCCO ON 1 2T � �� �\ � MEGH.) � � i t • 1 ' FOAM BOARD O ELEVATOR ��� ' , � �—,., `- S H A F T �`��� B O I LE R � , � � 1 1 /4" DI A ,% � % � R OOM � � � ! i%�% � EL 119 8 2' �J' 1 � HANDRAIL PER j /j� / / � OPEN TO PO TICO %� � / �'" ADA �// ' � �/� � ,� ��� W UPPER � � �� - -/ (q� � , . � = � ' f , � J � /� ;�/ /� {�d� r ♦ � �� 12" EL 1 27. ' SLOPE 1 /4"/1 ' MI j GARAGE G�j�i/ " 1 1 R � 7" �-� , � /, :� � � ,, , __ /� , o / 10T � 11 " r'�''� w� ° �� � . • ' _ . . 1 O" PRECAST � � �-STEEL O �1 �� ' ; � 4� � 6' j �� � 3T � 12" . • -I � - -, - WALL (FEFER C� PAN EXIST{NG RETAINING WALL , Y • - � I=I I I--' I I-I I I-I I I- STRUCTURAL) � STAIR W TO REMAIN (CONTRACTOR � ;-t � (—� EL 124 83' • _ _ _ _ �-� , � TO CONFIRM LOACATION, ' ,� 5R � 6 � �_� � (_� � � � � �_� I EL 1 13 25' EL 113 4 �; - 2" CONC � � • � I =1 I I-� � � - SIZE, DEPTH, ETC.) � , 4T � 12" , . , , ! �-��� ���- - ' i 24"� a . • � .TI�� � +---i �- , ; , ;=III-II 4' CONCRETE SUB-SLAB _ TREADS, `� � I . • _ � , TYP �� � ; -I�i-���-i I I=I { 1=I I I-iI I=I I �-I I I=_- FINlSH CONC STAIR (INTEGRAL COLOR) � 1 3 4" DIA � � � �-1 I I-1 I i-1 I I-! I 1=1 ! �-1 I I-1 I I-1 I I-11 I— � � � � ' SLOPE 1 /2"/1 ' . • i -�� CO��IPACTED FILL HANDRAIL 36 ' � � � � i __i II�IIl�III=IlI—i � !�IaI�fII;III—III—IiI=!__ � ABOVE :� �— ; � � w NOSING, TYP � �- EL 108. 2' � . . � � . '. d � . , . . ' • _ 'q .• • . , • ° . d + �� 1 , . LOWER EA SIDE � � , , a , a , • • , • , : : • , c • ` ^� • �. . . , • ° '• . .' �,• , �• ` ; . , � GARAGE c�� , E� 120 67'�- a ,. • � ' 23" '� NEW CONCRETE WAL� � � 3 1 /2" CONC PAVERS ON ,- � (REFER STRUCT ) �. 2" SAND BED, 1 /2" ELEVATC�R � 'HYDRODUCT HSF' AND 6C� EL 105 O' P�T E� 105 O' �R � 6 72 ' 6T � 11 " EL TOP OF WALL '' MIL BITUTHENE . �� - - 8118 � (VERIFY) 10 POST TENSIONED CONC SLAB O , �r I • (REFER STRUCT DRAWINGS) ' � � EXISTING CONCRETE � " RETAINING WALL ` 7'-O" MIN �AFF GARAGE i ' '� 'i r ` I HAVEKOST+ASSOC. 60 MIL BITUTHENE W/ ; t •', . , - � 1 /2" DRAINAGE COMPOSITE y � � , , i�2i GRANTCSTREEf ' � � �ENVER, CO 80203 . R ' ' '" 303 861-1121 � I r u �-+ ` DATE 3I�O/OO _ i . � , , SGALE „ . � � . , 1/4 _� ^0, « i MAIN ENTRY STAIR SECTION � � SECTI �N AT NORTH STA=R �LEVATQR ��wN M.S KR } � , �oa , q - A ANTLERS � 9 SCALE 3/8 ' = 1'-0" SCALE 1/4" = 1'-0" SNEET � - ( a � � _ - _ . ; � .� �` � , ' � - . , � �. , , . , i '°'. t »r � � � . _._. - _ -� _ _ _ _, ; T ._--_.-� M1. � _.__ _._,_ — -, _ ; — ,-_- .-_- - _ - , , i � ' ' � � � I , � y , � � � , � • � _._ ' __�.__. ' ' ; _ , � �'�`°�r ' REVISIONS BY � • , - ' ° ` _ . - � � G�ENERAL NOTES � : � � - � � � � . , � . � . � � � � � , _� � � � ' � . 1 A �F1ESE NOTES SUPPLEMENT THE SPECIFICATIONS WHICH SHALL BE REFERRED TO ' 9 CAST-IN-PLACE CQNCRETE C SIZE OF PRECAST MEMBERS SHAL� NOT BE CHArGED UNLESS ACCEPTED BY THE 12 STRUCTURAL STEEL . " ' , ; � . a0R ADDiTIONAL REQUIRE�IENTS 1 ARCHITECT AND STRUCTURAL ENGINEER SEE �ECIFICATIONS FOR � _ , � ' j + A CONCRETE NORMAL WEIGHT AGGREGA7E, DEVELOP 4000 PSI MiNiMUM TOLERANCES A SYRUCTURAL' STEEI. MINIMUM YIELD STRENGT(� 35 KSI (ASTF� A53) FOR ' B A�RCHITECT' S APPROVAL MUST B� SECURED FOR ALL SUBSTITUTIONS t COMPRESSIVE STRENGTH IN 28 DAYS, UNLESS NOT£D OTHE�WISE � PIPES, 46 KSI FOR TUBES, 36 KSI ALL ELSE, UNLESS NOTED OTHERWISE ' � D PRECAST UNtTS SHALL BE CAST TO TOLERANCE� SHOWN iN'PART 8, "PRECAST - � ' C CNECK A�� DIMENSIONS ON STRUCTURAL DRAWINGS AGAINST ARCHI7ECTURAL � � B CLEARLY IOENTIFY INTENDED USE F0� EACH MIX DESIGP� SUBMITTED FOR CONCRETE INSTITUTE' S DESIGN HANDBOOK" B �IINIMUM WELOS AISC SPECIFICATION, NOT LESS THAN 3/16" FILLET, ' , � � DRAWINGS ' APPROVAL CONCRETE SNALL CONFORM TO THE FOLL�WING TABLE CONTINUOUS UNLESS OTHERWI5E NOTED ' E SEE DRAWINGS FOR INSERTS, CONNECTIONS ANC MILD REINFORCING ' � ' D VERIFY OpENINGS TNROUGH F'LOORS, ROOFS AND WALLS WITH ARCHITECTURAL, C. ALL GROOVE WELDS TO BE FULL PENETRATIaN UNLESS NOTED � 2/21/00 EXCAV PER�IIT , � ' � 4Y1�CHAN I CAL, C I V IL ANQ ELECTR I CA� REQU I REI�ENTS _U$E U �WI�B SLUt�P ADDI�IX- I�X � � NO WELD I NG OF RE I NFORC I NG SHALL BE PERM 11TED UNLESS SPEC I F I CALLY 3/9/00 FDN PERMIT . � PSI S�� -�tMtNl �N ASSzB l�1 CALLED FOR OR ACCEPTED BY THE STRUCTURAL ENGINEER D WELDERS HAVE CURRENT EVIDENCE OF PASSING THE APPROPRIATE A W S � ; 2 GOVERNING BUILDING CODE UBC 1997 ��� �n� �� � G THE CONTRACTOR SNALL PROVIDE ERECTION & RODUCTION SHOP DRAWINGS FOR QUALIFICATION TESTS - � � � REVIEW & APPROVAL PRIOR TO BAFRICATION )ESIGN CALCULATIONS SHALL � 3 LIVE LOAOS USED IN DESIGN f00TINGS 4000 55 48 3-4 75" 0-2 ALSO BE SUBMITTED FOR REVIEW PRIOR TO FAE2ICATION E SEE ARCNITECTURAL DRAWINGS FOR NAILER HOLES, ATTACHMENTS, ETC � � �,� BASEMEM WALLS 4040 55 48 2-4 WRA 75" 5-7 F HEADED STUD CONNECTORS CONFORM T4 A W S D1 1, STRUCTURAt WELDING � , A SEISMIC LOADS PER UBC 1997 H PRESTRESSING STRANDS SHALL BE 270 KSI-7 NIRE, UNCOATED, LOW , ' ` COLUMNS 6000 6 41 2-4 WRA 75" 0-2 RELAXATION STRANDS AND SNALL CONFOR�1 TO A�TM A-416 � � � � . ZONE _ � BEA�1S 6000 6 41 2-4 WRA 75 �-2 CODE USE 3 4, MINIMUM DIAMETER STUDS UNLESS OTHERWISE NOTED • ' ; • POST-TEPdSIONED S�LABS 6000 6 41 2-4 WRA 75" 0-2 I THE TENSIONING FORCES SHALL COMPLY WITH T-IE STRAND MANUFACTURER' S HEADED STUO CONNECTORS SHALL BE AUTOMATICALLY END WELDED IN ' SITE FACTOR Cv 0 13 SPECIFICATIONS AND TENSION SHALL BE MAINTAINED DURING PLACEMENT AND ACCORDANEE WITH A, W S DI 1 STRUCTURAt WE�€}ING CODE WHERE . PRECAST WALtS 4000 6 48 2-4 75" 5-7 POSSIBLE, CONNEC70RS OTHER THAN ON BEAM5 SHALL BE SHOP WELOED, + � EXTERIOR FLATWORK 3500 6 48 2-3 75" 5-7 UNTIL THE CONCRETE HAS ATTAINED THE DESIG�1 RELEASE SYRENGTH WHERE �fETAL DECK OCCURS, CONNECTORS SHALL)8E FIELD INSTALLED BY IMPORTANCE FAC�fOR � ] 0 � ALL OTHERS NQT NOTED 3000 55 058 2-4 ; 75" 4-6 J ALL PRESTRESSED CONCRETE F' C - 5000 PSI AT 28 DAYS UNLESS OTHERWISE WELOING THROUGK THE META� DECK B WIND PRESSURE PER UBC 1997 NOTED ALL CONCRETE TOPPING F' C - 3000 F�I AT 28 DAYS UNLESS � 1 WRA = WATER REdUCING ADMfXTURE � G STRUCTURAt STEEL SHALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH ; � OTHERWISE STATED MAXIMUM AGGREGATE SI�E SHALL BE 3/4" . . REFERENCE WIND VELOCITY (FASTEST MILE) 8Q hPH SP = SUPER PLASTICIZER THE AISC SPECIFICATIONS AND CODE OF SrtANDARD PRACTICE, LATEST , , 2 TOTAL AIR CONTENT, PERCENTAGE RANGE CHANGE TQ 5-7 IF EXPOSED TO K PRESTRESSED CONCRETE MAY BE TENS I ONED AF1ER I T HAS ACH I EVED A ED I T f ON , � � ��`�'''� EXPOSURE CLASS I F I CAT I ON ' E FREEZING TEMPERATURES STRENGTH OF F' C - 4000 PS I � � IMPORTANCE FACTOR • 1 0 � C ALL CONCRETE IN CONTACT WITH SOILS SHALL USE TYPE I CEMENT L CHLORIDE ACCELERATORS OR ADMIXTURES SHA�L NOT BE USED IN THE CONCRETE ]3 METAL DECK � C ROOF SNOW 80 PSF ( IhCLUDES DFIFTS, D SEE SPECIFICATIONS FOR ADDITIONAL DURABILITY REQUIREMENTS MIX A GENERAL " , _ , VALLEYS) � M THE CONTRACTOR SHALL SllBMIT CONCRETE MIX DESIGNS FOR APPROVAL BY THE 1, ) DECK SHALL BE MANUFACTURED STEEL WITH A MiNIMUM YIELD 57RENGTH F=--� � E REINFORCING MILD STEEL REINFORCING SHALL BE ASTM A615 WITH A MINIMUM ARCHITECT OF 33 KSI D LOBBIES & STAIRS 100 PSF (NOT REDUGIELE) Y1ELD STRENGTH 60 KSI, EXCEPT COLUMN TIES, BEAM STIRRUPS AND WHERE 2 ) DECK SHALL BEAR A MINIMUM OF 1-1/2 INCHES AT SUPPORTS Q NOTED, SHALL 8E 40 KSI ALL REINFORCING REQUIRING WELDING SHALL 0 THE GENERAL CONTRACTOR SNALL COORDINATE 1HE LOCATION OF ALL HOLES IN 3 ) DECK SUPPLIER IS NOT RESPONSIBLE FQR THE ADHESIVE ABlLITY OF � , � 4 DISCOVERY AND FIELD VERIFICATION CONFORM TO ASTM A706 WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 PLANKS REQUIRED BY ALL TRADES & SHALL SUBvIIT A DRAWING SHOWING ALL SPRAYED ON FIREPROOFING � � e • BLOCKOUTS & SHOP DRI�LED HOLES FOR APPRO�AL BY THE ARCHITECT 4 ) ALL DECK SHALL BE GALVANIZED, PHOSPHATIZED, ALUMfNIZED OR PRIME �� • - A DURING CONSTRUCTIOPJ, THE CO�ITRACTOR MAY ENC011NTER EXISTING Ct�NDITIONS F REINFORCEMENT PROTECTION , PAINTED, PER MANUFACTURER'S RECOMMENDATION AND SPECIFICATI�NS (�/ ' ` WHICH ARE NQT NOW KNOWN OR ARE AT VARIANCE WITH PROJECT OOCUNENTATION P PRIOR TO MANUFACTURING OF PRESTRESSED PL/�JK, ALL HOLES SHALL BE 5 ) DECK UNITS SNALI. 8E INSTALLED 3 SPAN MINIMUM CONTINUOUS OVER � � � . , , (DISCOVERY) SUCH CONDITIONS MAY INTERrERE wITH NEW CONSTRUtTION OR 1 ) CO�JCRETE PLACED AGAINST EARTH 3" LOCATED & A BLOCK-OUT PROVIDED IN THE PLfNK DURING FABRICATION SUPPORTS WHEREVER POSStBLE ' (�. , - FiEQUIRE PROTECTION ANDjOR SUPPORT OF EXISTING WORK DURING 2 ) CONCRETE PLACED IN FOR�1S BUT EXPOSED TO WEATHER OR EARTH � �J . � , CONSTRUCTION, OR MAY CQNSIST OF DAMAGE OR DETER[ORATION TO S-RUCTURAL a BARS #5 AND SMALLER: 1-1/2" q STRANDS SHALL CLEAR OPENINGS BY 3" MINIMIM B ROOF DECK ' - MATERIALS OR COMPONENTS WHICH COULD JEOPARDIZE THE STRUCTURAI b BARS #6 AND LARGER ;'" 1 ) NO PERMANENT SUSPENDED LOADS, OTHER THAN LAY-IN ACOUSTICAL TILE � � ; � ;' 1NTEGRITY OF THE BUILDING(S) 3 ) COLUMNS, GIRDERS, BEAMS 1-1/2�� R PLANK OF SAME TYPE ARE NOT NECESSARILY OF SAME LENGTH OR WIDTH CEILING SYSTEMS, ARE TO BE SUPPORTED BY THE STEEL DECK O ; � ; 4 ) SLABS OR WALLS NOT EXPOSED TO WEATHER OR EARTH 3/4" MANUFACTURER MUST REFER TO ALL DRAWINGS i0 OBTAIN EXACT DIMENSIONAL 2 ) ATTACH DECK TO STRUCTURE AND ADJACENT DECK PANELS PER THE ► B THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ALL DISCCVERIES NE 5 ) CCRE WALLS 1'� RE�UIPEMENTS � FOLLOWING UNLESS NOTED OTHERWISE IN THE CONSTRUCTION DOCUMENTS � BELIEVES MAY INTERFERE WI7H PROPER EXECUTION OF TNE WORK GR METHOD OF ATTACHMENT SHALL 8E BY PUDDLE WELDING OR #12 TEK � � JEOPARDIZE TNE STRUCTURAL 1NTEGRITY OF THE BUILDIPJG(S) PRIOR TO G NO SPLICtS OF REINFORCEMENT 'PERMITTED EXCEPT AS DETAILED OR ` S ALL PLANKS SHALL BE MANUFACTURED A MINiMIM 6Q'�DAYS PRIOR TO ERECTION SCREWS, EXCEPT AT SIDELAPS WHICH SNALL BE CONNECTED WITN ,�12 TEK � PROCEEDING WITH WORK RELATED TO SUCH DISCOVERIES AUTHORIZED BY STRUCTURAL ENGINEER MAKE BARS CONTINU�US AROUND SCREWS FOR DECK LIGHTER THRN 20 GAGE . �� ` CORNERS WHERE PERI�ITTED, SPLICES MADE BY CONTACT LAPS, SHALL BE 30 T SHORE ALL PLANKS AT MIDSPAN & KEEP SHQRE[ UNTIL CONCRETE TOPPING HAS a CONNECT DECK EDGES AT SIDELAPS AT A MAXIMUM SPACING OF . , s ` C 7HE STRUCTURAL DOCU�IENTS MAY SPECIFY DI�tENSIONS, ELEVATIONS eND BAR DiA64ETERS MINIMUM FOR C�7LUMNS, 36 BAR DIA�IETERS MINIMUM ALL ' 24 INCHES BETWEEN SUPPORTS � � ATTAINED THE DESIGN STRENGTH SPECIAL SFORING REQUIREMENTS WILL BE � � � ' � CONSTRUCTION CONDITIONS TO BE FIELe�lVERIFIED TNE GENERAL CUtdTRACTOR OTHERS 4vHERE C4LUMN FACES �FFSET 3" OR LESS, PROVIDE OFFSET BENDS �� CALLED OUT WHERE REQUIRED �I b CO�JNECT DECK TO ALL STRUCTURAL SUPPORTS PERPENDICULAR TO , ' SHALL BE RESPONSIBLE Ft�R FIELD VERIFICATIOrJ OF ALL SPECIFIED ON L !vER COLUMN vERTICALS, bTNERwISE PROVIbE SPLICING DOwELS f� . DECK SPAN AT A MAXII�UM SPACING OF 6 INCHES, INCLUDING EACH �� , , � � CONDITIONS PRIOP, TO °ROCtEDING WITH' THE CONST?UCTION OR rABR CATION U BEFORE PLACING TOPPING, THE PLANK TOPS ShALL BE THOROUGHLY CLEANED SIDELAP ' � � , ' � ��F ANY STRUCTURAL COMPONENT, RELATED TO SUCh CONDlTIONS TH S FIELD H D�TA L BkRS IN ACCORDANCEfWITH "ACI DETAILING MANUAL", PUBLICATION c CONNECT DECK TO STRUCTURAL SUPPORTS PARALLEL TO DECK SPAN AT � � vERI�1�:.aTiOr! SNALL BE �ADE Ir� A TIti��LY M�NrdER SO �S r0 CaUSE ti0 SP-6�, AND °BUIIDING CODE RECUIREMENTS FOR REINFORCED CONCRETE, " v DIFFERENTIAL CAMBER BETwEEN nDJncENT PLAPKS �HALL rdOT ExCEED t/�" - A MAxIMU�� SPACING OF 12 INCHES � �_----1 � _ Dt"LAt� �ra ��ECUTION ;F THE WORK . s ACI 318 LATEST EDITIONS ' PROVfDE DETAILS INDICATING REINFORCING ARCHITECT TO VERIFY 3 ) ENDLAPS SHALL BE A MINfMUM OF 2 INCHES , CONTINUtTY AT COrJSTRUCTION JOINTS 4 ) DECK SUPPLIER SHALL PROVIDE ALL ADDITIONAL fRAMING REQUIRED TO � , � � 5 STRUCTURAL STABILiT7 DURIPlG CGNSTRJCTIOP� �„ �� W THE CONTRACTOR SHALL BE RESPONSIBLE FOR [ETERMINING AND PROVIDIN� FOR SUPPORT DECK A7 OPENINGS THROUGH DECK NOT SHOWN ON THE DRAWINGS � � , _ ' ! PROViDE A�CESSORIES NEC�gSARY TO FROPERLY SUFi�C'?T PEItJFU��I'�G AT ALL PICKUP LOCATION, TRANSPORTATION, AND ER�CTION OF ALL FRESTRESSED ' O ( A THE STRUCTURAL DRAWINGS ILLUSTRATE 1HE CQMPLETED S7RU��TURE 'N iN AL� P�SITI�PdS �HOWN OP� PLAN5 �AND DETAILS CONCRE7E PRODUCTS �� { � ELEMENTS IN TNEIR FINAL POSITIONS, PROPERL7 �UPPOP,TEG AND cR,CED � ^ �=-----� � ` THE CONiRACTOR, IN THE PROP�R SEQUENCE, SHALL PROVIDE FROPER SHORING �.� PLACE 2- 5 1 EACH FACE WITri '' -0° PRO�JFCTIOtJ AF�' �;�� c ���PdIPJGS Ifd _ ? � # � ) , � 11 POST-TEPJSIfl�tING • AND BRAG f NG AS MAY BE RE4U I PED DUR I'�G CONSTRUGT I C�U TO ACN 1 EVE THE CCNCRETE, PLACE 1-�4 ( I`s TOPP I NG1 WI TH 2' -0" FK�%_}t' �i�'i� ��Ct'y'+�� ' ; F1NAL COI�PLETED STRUCTURE C+PENINGS THROUGH rL00R 'h GPING =LaBS, UP.LESS tdOTEG A TENDONS FOR POST-TENSIONING SHALL BE MASIC-COATED MONOSTRAND MADE ~� • , t ' � � FROM 0 5" OR 0 fi" DIAMETER LOW-RELAXATIOP WIRES NAVIPdG AN ULTIMATE " , � , 8 THE STRUCTURAL S7EEL FRAME IS "NON-SELF-SUPPGRTING" FER AIS�� C06E OF K PROVIGE SLEEVES FUR ALL PI°ES FLACED THROUGH CONCRETE BEAMS, WALLS, STRENuTN OF L70 KSI AND SHALL �'EET ASTM `TANDARD A416 OIL TEMPERED !' , , , � STANDARD PRACiICE, 1986 TEMPORARY BRACING �HALL REMAIti I�1 PLAC� COLUM�JS AND SLABS WIRES SHALL N�T BE UStQ �, � , � � f UNTIL ALL WALLS, RG�F AND APJY 07NER SUPPORTiP�G ELEMENT; "�RE , ' ' ° � � 1N PLACE L NO �PEhil�v�`� c?T��R THAN TNOSE �HOd+'N ON THE STRUCTURAL DRAWItJGS SHALL 8 COUPLiNGS SNALL BE USED ONLY AT ;.00ATIGN` INDICATED AN6/OR ACCEPTED Q � ; � • BE PERMITTED ur�LESS iHE ARCNiTECi' S �ND STRUCTURAL ENGINEER' S BY THE 51RUCTURAL ENc�iNEER �^v � � 6 S�EM]TTALS aF��povAL IS SECUREU �RIO� To THE PLACEMEr�T C�F REINFORCIrIG S�EEL � � C TENDONS SHALL BE INSTALLED PROVIDING TEN`ION AND PROFILE AS SHOWN ON 3 , ' A FURNISH ONE SEPIA AP�D ONE PR1N? OF SHOP AND ERECTfON�DRA�YIidG; TQ ��� AL� CONSTRUCTIOPJ JOINTS SHOWN GPv THE DRA�lINGS SHALL BE PREPARED BY THE DRAWINGS CONTROL POINTS SH�JWN ON TfE PLANS APPLY TO THE CENTER W � i STRUCTURAL ENGINEER FOR REVItW PRIpP �C F,qgRICAT,�ra S�_�BMIT IN A ROUGHENira�, THE SURFP,CE OF THE CQPJCRETF SQ TNAT TNE AGGREGATE SHALL OF GRAVITY OF THE TENDON �=-,� , , � ` TIMELY MANNER TO PERMIT 1G VVORKING �AYS FGR REVIEW 8't �TRL`CTURA� BE E`��''JSEO UNICCRMLY T�� A 1 f4" AMFLITUDE LEAViNG NO LAITANCE, ENGINEER t00�EtJED FARTIC�ES, OR DAMAGED CdNCRETE AS AN ALTERfJATE, 2 x 4 D POST-TENSIONING OPERaTION SHALL NOT COMMENCE UNTIL CONCRETE � ; � . � r CGr�?:r,,"C���� �CEYw�YS �+AY BE USED �OR CCNSTRUCTION JOINTS CYLINDERS, CURED UNDER JOB-S1TE CoNDITIG�S, HAVE BEEN TESTED AND , �I ` E� FtJRNISH TWO SETS GF CONCRETE, GROUT �NL? �.{QRTAR MIX DESIG"1S tUCLUGiP�G INDICATE THAT THE CONCRETE IN TH� MEMBER HAS ATTAINED r1 MINIMUM T I � STRENGTH TEST DATA ANO MANU�ACTURER' S LITERATURE Ord a,Q�t[�TUR[S FUR "� SLABS, BEAti�S Ar�D ,10I5TS SHALL N�T HAVE JO1N�S IN A HORIZONTAL PLA�JE STRENGTN GF 80� OF TNE SPECIFIED STRENGTN � � � � ' � � REVIEW BY STRUC7URAL EtJGINE�R NQ LATER THAN 2 WEEKS PRIUr� T�� OPJ-SITE ANY STOP IN CO"tCPETE WORK MUST �E MADE AT CENTER OF SPAN OR AT CENTER � ' ` USE OF THESE UTATERIAL.S. OF SUPPOPT WITH VERTICAI BULKHEADS ArJD NORIZO�tTAL KEYS, UNLESS E CALCIUM CHLORIDE SHALL NOT BE USEO , - � OIHERWI�t SHOW�� ALL �ONSTP,UCTION JOINTS SHALL BE AS DETP,ILED OR AS � " 7 FOUNDATIONS APPRGVED BY ARCNITECT At1D STRUCTURAL ENGINEER F CONCRETE SHALL BE TYPE III AND SHALL DEVfLOP 6, 000 PSI ULTIMATE -` � � _ ' COMPRESSIVE STRENGTH IP� 28 DAYS �.� 1 , A REFERENCE PROJECT SOILS �EPCR7 PREPARED BY KC�ECHLEIN CONSI.'LTfNG �� ENSU�E HORiZONTAL CONTINUITY iPJ WALLS, F(?OTINGS AND GRADE BEAMS BY ` ENGINEERS, 1NC NUMBER 98-162, DATED AUGUST 20, 1998 Fi�G FROViDING CORNER BARS AT WALI C�JRNERS ANO INTERSECTIONS UNLESS G P!RCE TENDONS IN ACCORDANCE WfTH REVIEWEh SHOP DRAWINGS ANY CHANGE � � ' ADDITIONAL IPJFORP,�ATION AND REQUtRE��EPJTS DETAILE� OTHERWI�4, CORNER BARS 5HALL Mp,TCN SIZE ANG SPACIN�, OF fN LOCATION AND/OR ELEVATION OF TENGONS ;HALL BE SUBMITTED TO THE � HORI�r�r�TAL REINFC��CING AND E`�cTEND A MIPd!MUM UF �6 BAR DIAMEItRS STRU!'TURAL ENGINEER FOR REVIEW SHOP DR,WINGS SHA�L BE REVISED BY - n _ B BOTT0�1 OF FOUNDAI�ION OR GRADE BEAM SHALL EXTEND A MIN;�AUM OF 4� BEYOt�C THE CORNER 7HE CONTRACTOR TO REFLECT SUCH CHANGES AqD REiSSUED r�-� �� ' I NCHES BEI.OW ADJACENT F I NAL GRADE �'�'1 k � P CONTINUOUS TuP AND BOTTOM BARS IN WALL�, BEAP�15 ANQ GRADE BEPMS HT CONTRACTOR SHALL SUBMIT DRAWIP�GS SHOWING PRQPOSED COPJSTRUCTiON JOINT � � C DO NOT PLACE BACKFILL AGAINST FOUNDAT[ON WALLS OR GRADE BEAM� UNTIL SPLICED a5 FOLL4WS '� ' LOCAFION AND CASTING SEQUENCE TO THE STPUCTURAL ENGINEER FOR REVIEW � 4 BRACING FLOORS ARE IN PLACE, OR OTHER ADEQUATE 6RACING IS IN�TALLED 1 ) TOP EARS - AT l��IOS�':AN ' ' � � ' 2 ) BOTTOM BARS - OVER SUPPORT 1 PROVIDE BLOCKOUTS AND/OR SLEEVES AS REQU RED FOR THE WORK OF OTHER �""� t � D FOOTINGS SHALL BE PLACED ON UNDISTURBED NATURAL MATERIALS fHE � TRADES PRIOR TO CASTING ANY OPENINGS FdR WHICH BLOCKOUTS OR � ' � CONTRACTOR SNALL REMOVE ANY LOOSE OR DISTURBED SOIL AND REPL�CE WITH Q PROVIDE STIRRUPS WITH 2�#4 TOP SUPPORT BARS FOR LENG7H OF SiIRRUF SLEEVES HAVE NOT BEEN PROVIQED SHALL BE SUBMITTED TO THE STRUCTURAL ��-1 ./ ' � NON-EXPANSIvE STRtJCTURAL FILL COMPACTED TO 95q STANDARD PROCfOR SPACING wHERE tOP BARS NOT OTHERwI�E PROVIDED ENGINEER FOR REVIEw PRIOR TO INSTALLATIOU � � � } (ASTM D698) AS APPROVED BY THE SOILS ENGINEER ` ; 4 ` R WIRE FABRIC REIPJFORCEMENT LAP ONE FULL MESN AT SPLICES AND WIRE J ANCHORAGE FOR THE WORK OF OTHER TRADES SNALL PREFERABLY BE PROVIDED USE OF DRAWINGS � E TOTAL LOAD SOIL BEARING PRESSURE USEO IN DESIGN �, OOQ PSF TOr,ETHER THRU EMBEODED ITEMS PLACED IN THE FORMS PRIOR TO CASTING SUBMIT � + '� DETAI�S AND LOCATION OF OTHER FROPOSED AuCHORAGE SYSTEMS TO THE ISSUED FOR FOUNDAtION PERMIT , ! H ACTIVE LATERAL EARTH PRESSURE USED IN DESIGN 35 PCF S NO '�UE�DING OF REINFORCING SHALL BE PERMITTED UNLESS SPECiFICALLY STRUCTURAL ENGINEER FOR REVIEW PRIOR TO NSTALLATION � k CALLED FOR OR APPROVED BY THE STRUCTURAL ENGINEER COMPLETION tEVEL 75� CD' s ' t I "AT REST" LATERAL EAR7H PRESSURE USED IN DESIGN 50 PCF K THE RAM AND ATTENDANT GAUGE TO 8E USED Ie STRESSING SHALL HAVE T DO PdOT RE-BEND ANY BARS WITH A YIELD STRESS OF GREATER THAN 44 KSI BEEN CALIBRATED wITHIN (30) DAYS OF THEIQ USE INTENOED DRAWING USES t , , 1 FQUNpAT10N REBAR OETAitING , F J PASSIVE LATERAL EARTH PRESSURE USED IN DESIGN 300 PCF 2 COLUMN AND WALL REBAR DETAILING UP TO ; _ � l0 PRECAST AND PRESTRESSED CoNCRETE L STRESSING oPERATIOrJS SHALL BE MONITORED BY TNE TESTING AGENCY PLAZA LEVEL (TOC = 123' NOMINAL) - � ` o K COEFFICIENT OF SLIDING FRICTION 0 5 THE SERIAL NUMBERS OF THE RAM AND GAUGE ;HALL BE RECORDED FOR , , . o A DESIGN AND FABRICATION QF PRECAST AND PRESTRESSED CONCRETE UNITS EACH STRESSING OPERATION ELONGATION SH�LL BE MEASURED ON THE � � ` 8 5LAB-ON-GRADE SHALL BE IN ACCORDANCE WITH ACI 318 CODE, LATEST EOITION DESIGN DAY STRESSING TAKES PLACE ACTUAL READIUGS OF ELONGATIONS AND/OR THIS DRAWING SET DOES NOT INC4UDE t � � � �OADING FOR THE FLOQR AND ROOF ARE AS FOLLOWS STRESSING FORCES SHALL NOT VARY MORE THAU PLUS OR MINUS 7 PERCENT � A THE SLAB-ON-GRAQE SELECTED BY THE OWNER AT THE GROUND FLOOR _EVEL OF 1 ) ROOF ' FROM CALCULATED VALUES , ] COMPLETE SLAB POST-TENSIONING, REINFORCING � " ' " g THIS BUILDING HAS SOME RiSK OF MOVEMENT THE SLAB OPTION CHJSEN AS LIVE LOAD 80 PSF 2 COMPLETE BEAM REINFORCING , ` , m PROVIDING SUITABLE PERFORMANCE AT A REASONABLE C�ST THE PR=PARATION SUPERI�IPOSED DEAD LOAD 20 PSF M DO NOT BURN OFF TENDON EPJDS UNTIL THE EN IRE SLAB NAS BEEN 3 COMPLETE ROOF FRAMING ` � OF THE SUBGRADE FOR THE SLAB-ON-GRADE SHALL BE IN STRICT ACCJRDANCE 2 ) FLOOR SATISFACTORILY STRESSED AND THE STRESSINti RECORD HAS BEEN 4 COMPLETE PRECAST CONCRETE DESIGN INFO " WITH THE PROJECT SOILS REPORT REFERENCED ABOVE, THE CONTRACTaR SHALL LIVE LOAD . 4� PSF APPROVED BY THE ENG[NEER � HAVEKOS�+ASSOC. , , ' � D I RECT QUEST I ONS REGARD I NG THE SUBGRADE PREPARAT I ON REQU I RE�NTS TO LOBB I ES, CORR I DORS & STA I RS 100 PSF A R C H 1 T E C T S P.c. , Q t12t GRdNT STREEt ; ' ° THE GEOTECHNICAL ENGINEER SUPERIMPOSED DEAD LOAD (3�/2" I�AX CONCR TOPPING) 45 PSf DENVER, co so2o3 , � 303 /� 887-1 t21 � ^ o ��` .-it �..� { , , `� „ � � B MOVEMENT OF THE SLAB-ON-GRADE MAY CAUSE DAMAGE TO ANYTHING CJNNECTED B ALL PRECAST/PRESTRESSED ELEMENT $HOP DRAWINGS AND CALCULATIONS SHALL BE DA7E � TO BOTH THE SLAB AND OTHER PORTIONS OF THE SUPERSTRUCTURE ISOLATION STAh�PEO BY THE PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF COLORADO ' 3�9�00 � � a � � � DETAILS FOR PAR7ITION WALLS, PIPING, AND OTHER ITEMS MAY UNDER WHOSE SUPERVISION THE WORK WAS PERFORMED ' °"''�`�°'"'""'' � � � , � , �,�,°° ��, ���� , SGALE , . BE REQUIRED, REFER TO THE APPaOPRIATE DRAWINGS OR CONSULT WITH THE '� ' � ` ���''' �`'��' ^' F �� � ���s��.,��F�.. AS N�TED . o �.i�-; %�•' ' � RESPONSIBLE MEMBER OF THE DESIGN TEAM PRIOR TO CONNECTING 1T�MS TO � �`���,,,��°���°����f�'�;v'�=t- DRAw � � Z �_. _.. , ��:y���"�" ���=Y'.r� I�H� GH, MT , W ' , � 1 BOTH THE SLAB-ON-GRADE AND OTHER PORTIONS OF THE SUPERSTRUCTJRE ,� � ��e� ���r -, ' � , �; ;�'; , , , ,,, , � � °�,����.����'��q-�� � �oa ANTLERS , _ + 'w` ! �d'��`� .�:' SHEET e � O � ��y � � � 4ya*4�e���� ' — � T� ' ` � y�V��ff�"�°�:o�lt�"�, ' I' � �� � 0 . 0�1 Z 4 I a A 1 I m � , . < o ' y �F SHEEfS . � ` ��, 1 • , ' ' � � ` - 4 � t . ' , � ' . � ; p �'ct_.,�---�r'n. �..-..-++r--r ,�r -., -c - . � � .. � � _. _ �. _ ' __ _ _ � . ._..�__ _ ' _ -_ -.—• ^ �-aC _ � `I '4 a . � �A � '` S�� � . .. , � ' , ' ,�t+ �1 �i � � . � � � �° ' , , ` , � , ` ' � r ,� � ,�, ' , � 'ti - , �i ,,, �� _ , ",, t � ,.. ,� , � , " � � ,� �%`_ , HOOK HOOK ' � REVISIONS BY e . 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Q.O NO SCALE � O.O NO SCALE O.Q NO SCALE ' Q.Q NO SCALE � � � , � , � Q � � �� ° T 0 W VARlES � � , ' ' R� ARCH (2)�5 CONT TOP�TYP � � � , � � � o ; � - � � DRAIN MAT I • O � . ' � ' -��- L 3x3x�/4 z 0'-6" W/ (2) C„) -` • CONC WALL 3/4"0 HILTI K811 � � (EMBED = 4") ; ' � • � P STRUCTURAL SIAB '^ � � I � STRINGER � RE PLAN \ , ° � � � � , T 0 C 2�/2"�x4" MIN EMBEDMENT �.� 1 r , . S I T E R ETA I N I N G W�L L R E I N FO R C i N G S C H E D U L E �--- .: . ._ . : , .. . 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' m EXIST PRECAST CONCRETE i i ' . , � TEES A�JO TOPPING / / /�/ j� / / // /f / / / / /% // ' KEYED CONSTRUCTION JOINT , � �/2"0 x 3' 0" SMOOTH DOWEL 9 1'-6" 0 C - LOCATED � CONTR'S DISCRETION � � � � � � � � ' � � � � � � �� f � — o � COA1 OPJE END TO PREVENT BOND (E) T���0�_C���� / '� � � � � � � �f � / / � //�� � � / / / / / / / � /I�/ / / / �/ / / ' � � �. Z • I � � DISCONTINUE WWF AT JOINT RE SPECS FOR JOINT TREATMENT RE ARCH � / � / / / / / / �/�/_ /j /��/ / / / - ° �- — � � � �- ' � � Z II �� � ; ; `' + � . X X � // DRILL 1�/p°� HOLES � FILL W j HiGH ; ( ) 9" MIN 3" MIN , // STRENGTH NON-SHRINK GROUT � o �, 3 THRU BOLTS MW . . . . . , . . . . . � EA SIDE Of PANEL JOfNT /f } R � �j +'' N �� — � --- � _� � � w� . � � a sr s ' a � • `�' 1 i� � __ _. rrrrr � Y� . . . �'- _�: 3/�0 80LTS � 9° 0 C � ALT TOP & � � � ' � � � � �' �'�' 2 MC12x10 6 EXIST 10" CONC WALL 3 ' o � � ) M. _ // BOTTOM & (8) f4� BOLT$ EACH SIDE ' M z � DOWELLED CONSTRUCTION JO�INT�� EA SIDE ,02 `° r � OF OPENING ' " ' o � � . , �/�" - ONLY WHERE INDICATED � L6x3�/zx3/$ LLV EA SIDE M•� S�M M / HAVEKOST+ASSOC. � � � �- n ,�, �4 NOSING BAR � 1YP � ON PLAN �' Sp 02 2'-0" �IIN / � A R C H i T E C T S P.C. � , a � � � i�� oEriv�,co soio3 RE SPECS FOR JOINT TREATMENT 9° TYP 4�/Z� 9" 9° 9" 3" TYPICAL EACH SIDE f/ � " 1 , - ' #4 C� 12" OC EA WAY x x .X x x ?c X OF OPENING �,/ I�C12 EACN SIDE � PROJECT 2'-10 303 , �, // ,2 / 8s1-1121 g , „ ^ // / EACH S1dE OF OP�NI(VG ; X X /2 ISOLATION JOINT MATERIAL a °�j� � NENi DOOR OPENING NOTE � �% RE ARCN FOR �IREPRQOFWG DATE 3�9�00 • a Z � � � - Z� • NO OVERCUTTING OF / / • G C NOTE • SCA�AS 'NOTED � � 41 - ( � �� ' �� � ANY OPENINGS SHALL � H�� � INSTAII BOLTS, GRO1J���°�i��viC��'�S'� �i SAWCUT OR PREFORMED = �— AILOW GROUT TO.,,� .��L ��jR���N MH, , = rr � BE PERMITfED RE ARCH �� �'%: ORAW GH MT ' � � N �1 {�� #5 CONTROL JOINT � ' , �� �_,; � t SAW BETWEEN 4 TO 12 S PRIOR Tp CUTFi�����°�i��'�� o, 8" HOURS AFTER POUR �� ��.�--�� ANTLERS ' � � ' ° 2 RE PLAN & NOTES FOR FOR NENI OPEI!�t�w�`� �`v:r�- � JOB � 4'-0" 7'-6'� MAX � VERIFY W ARCN �� � � - , _ °' SPACING OF JOINTS � U�m� '������"�;���,': , �� �� � K P — — � � SHE� Z TY STAIR ON GRADE SLAB—ON—GRADE JOINTS M NEW OPENINGS THROUGH EXISTING WALL HEADER FOR WALL OPENING .�:,�E���¢„e� � �h� ' � r m � � � .. e - O . _ . n n _ � .. 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TOF TOF N 1/g„ �. �., ...�... ° 105' � 10" 7'-g„ 10"6'-3" . 10" �� D o . ;,,, � � °' SS 01 � 105' FOUNDAT[ON PLAN NOTES — ;.,, � -- - - -- - - - j- - -�-'� __ 1 REINFORCE SLAB ON GRADE WITH 6X6/W2 9X2 9 W W F � � CENTERED IN MIDDLE OF SLAB MIN CONCR THICK IS SPEC' D ON PLAN - -- - O � � ° _ _ _ _ _ _ I - 2 THE SLAB-ON-GRADE MAY BE PLACED DIRECTLY ON THE NATURAL SAND ' s -- - - - - - - - - � - t so� // � ° SIM � - � - +� � I � AND GRAVEL SO I L, PROV I DED A PER�IANENT DEWATER I NG SYSTEM I S I NSTALLED , I I i I I I 2 / / -�} I I 1 _ I i I I I '�3-� °� 3 LOCATE S 0 G CONTROL AND CONSTR JTS TO CREATE APPROX SQUARE o , S30 / i'-0" B � / / , S0.02 PANELS MEASURING LESS THAN 200 SQUARE FEET SUBMIT PROPOSED JOINT "' � 10" K � I- -E--------- -� PLAN FOR REV I EW TO ARCH I TECT TWO (2) WEEKS RP I OR TO CONSTRUCT I ON ' /� /� � S0.02 (� � � ���~ T 0 F 4 TOP OF CONCRETE SLAB ELEVAT I ONS, RE ARCH U N 0 � `� ^�� � °� I �� �* I I 5 TOP OF FOOT I NG ELEVAT I ON NOTED THUS {�-- ON PLAN O , . ' O �� // �' � �,�, �o�.;� I �;; � � � I I 104' T�F T�F 6 STEP I N BOTTOM OF WALL I ND I CATED THUS '"'-� ON PLAN F=-i , � '��'-•� Z,_ ».� / a � I � � v ,�p"� � 103' 7 STEP IN TOP OF WALL INDICATED THUS —, ON PLAN Q � . � I I ' I I / � r - - O � � S5 01 I _ __ � �� l � � ���_�., �04 8 CAST-IN-PIACE CONCRETE COLUMNS NOTED ON PLAN AS BELOW � / /I "t"- -� r - - �-- -� � I � � � I � r- �, SIM r r--� �-�0'1 � � / � � � � � �°� � 5'_g � � I � � L _ _ ' � COLUMN MARK RE 6/S5 Oi ��c,� �,1 � - 3 — — — _ _ _ , _ � � � � � ,� _ , i i _ SS.o, — �---- - - � �oo � . , � - � - 3 - �--T 0 F ELEVATION � I I I I 3 I o � o I I I ^' o �°�, S 0 G ISOLATION DIAMOND 0 � O � / � ( � � S3 O1 (v 61' � � • o L� -_ ,� RE A 1/S5 O1 � � I I I � - - � �^ L_� FOOTING MARK I QF / � � L -- - - -� �- -- - J L - - - - - — - - —J -- � — -- � � RE SCHED � �J I � I � �RCy�C�`j� j�" /�/ \� RE lRCH 9 -9 � -2� 4'-0" T 0 F, 4'-0" L L O . „� � S5 01 ; � 1 � �o t' I i �r 3-o O � � ' FOOTING SCHEDULE � , � � � ' ' U S3Ot � '-2" 1 5'- " 1 1'-7' 6'-3" 15'-Q 3'-4 R E A R C H I I10° ° T 4 F // // 5" CGrdCRETE � � MARK SIZE REINFORCING � , �, 105' / /� SIAB-GN-GRADE (2) �4X5'-0" IN • ; / / � T 0� MIDDLE OF SLAB � � T�F Q s'-6" X 6'-s" x �'-s" (�s) �5 « 6'-0" EA WAY 80T ^ k / � � �— ,� AT RE-ENTRANT CORWERS � I iQ4' '� � ; I I I I// / i / 104 �JO��iNAL / '' � j`(p � � OB 7'-p' x 7'-0" z 2'-0" (16) �5 x 6'-6" EA wAY BOT (..�' 1 � � / � �' � I � I I I �� I I I 1 �— � � _ � C'�`p° �g" �,� ;���, ,_�,� ��� ��' \ 1�-4" •�� �0 1'-1� �� o,�`� � G'`���� � O 8'-0° x 8'-0" x 2'-4" (14) �6 x 7'-6" EA WAY BOT ` � _ � - - — • -- - - _ � � �� ° z (J o ��O r a - +- - - O f�-1 - - - �' � r- - -- p , I I . Op 9'-0" x 9'-0" x 2'-a" (20) �f 6 x 8'-6" EA wAY BOT .2 -�° , � � � �t , r � � I I � _ I � � I � � � I j � � � � I � I ., I � / � I I - � � . � OE 9'-6" x 9'-6" z 2'-4" (22) �6 x 9'-0" El+ WAY BQT � � — — -- — — -- — — — - ,_- i � � I S3 03 � � � � � , 4 , . —l-,-+—F- +— � , — — — --i — — � . — � — � — — — — C � � � I I I I � � � I o �N NOTES 1 CENTER ALL FOOiINGS ON GRID LINES � TYPICAL UN�ESS NOTED OTNERWISE � � O � � i S5 01 , I � I � I I ' � � � I I I I �� -E � I I I � -6�� I � � � 2 ALL FOOTINGS SHALI BEAR ON UNDISTURBED NATURAL BEARING �IATERIAL AS r l � �. � � D"1 '� VERI�'IED BY THE GEOTECHN�CAL ENGINEER F� U � ; �� Q �- - - ; - - -� L - -- -I - - J L -- - - -� � — - - - � L � I r � � � —, � �0" T�F u �� � .. . � � � E , � � , � � � 3'-0' � 3'-0" 104' � � � � so 02 � , � j�-o° � G �_1__) � � siM � CO I I I ; ��` d;� c.� �oc ,� S5 Ot T 0 C I I T 0 F � I � (+ � I � � ;�1 � C, �p1 � j � T 0 W � 98 5' �J o TOf � � , �— '� + — O � J L 1055' J � � � 1025' � � � ( n �- - ,� �i r - E �- - - O �- � - . : �. � -, - - - -, � -I--- � U N � � 104') I I I � � � : �^ I � � � SO 02 � ( I ' � - -°r- - - - I L �...f_ � a , � 4.7 - - - - -� � -- -- - - - _ ____r--_-- - -----}� _ -�- - - - _ - - -- - - - - - - - - �- - - - - .�- - - - � <C � � � � � I I I , F � I I �a �, L — - -� ( L — — � L _ _ J / _ � `�- - - - --, ,- - � ; � ° �.� W s �- � � , � � — --� — � � � - o _ �v �� o , ° �� � � � �o - d i TOF • °' � L2,-0� r � �O E � �� E� ��1 ��� \ RE ARCf� 100' .. - I I I j I � `°'� 15'-6" I 13'-0" 10'-10° � � F I _ _ I _ _ I I I � - - ; - SO 02 I - I - I - - I I I R 00 R DRACIVIL � � � FIELD VERIFY FIELD VERIFY � � _ J C � � � — �— — — — — — — — — — 5 � e _ 55.01 � o � I I �, � c�` / � `�� I 3-� /E T 0 F " � N � ` ) \ /� �^ G� �� h� � � �1 �- L -- - - J �— - - �0 � - - �\ -- `'� __ `'�Q� `'� �� � �o" �o5a� . °° � � T 0 F � � r �O I- /IQ I- - -� 0� � I (FIELD VERIFY) �� - - � � � �03' ' � � � � � � � � � � � � � �,.�' L ; 5,2 � i � � � -- � — — � -- - -�F- � A {- {- — — — � — — — � �, — — — �L I I � ' sso� � � I I I i I I I I � � i , ! � � i ��� � 2 I , I L _ J L _ J L _J _� � � 5,_0„ i � O � ° 53.02 . L - - - -� t � - = I / / � / � I I � ' � I I ; �—,�-- � 1 � I i / " _ � � � 9� � 1'-7° 1,_7„ �, �� 3'-4" � S304 � � � N � � i � � � � N � � z � , ,o° � � — , � ° ✓ i i i i � ^ � � c,� �� I � ' � � i I I I I � i I � _ ' � I I �'-3" ,�, . I I I I , I I Q S 04 UP i � � i I � ' - O o « � � � � � — _ I I _ � — - - � ° � I T � � � � 6 � � _ _ _ ' _ - - - - - - _ � 3 , - - - , , , , , N -, �04 6 3'-0' �( `V � // / / / / / / / / / / / / / / / / / / / / / -� � I I 1 1 '1 c,'` G� ,� L - - - --�;� - o � � � ! I c� .�o`� c�� o`� c�` � o � � N I I � � � �o`�` �o°� �� �'� `�`'1 � J�' i i �, i i � � -- � — r - - -' i �._ Q i .� _ � �- - i �- - � Q ToF M � r — r — r — P r— P �- - - - r— ^ _ � 985� �'-s' 4�-0�� � I � s5.o� � � I I I I I I I I I I I I � � USE OF DRAWINGS � 6.2 - - - - - 4 - - - � - , - , - � - � _ ► ' s3�2 � � � � � � � � � � � � 3-°� �.� / �_- - / ISSUED FOR FOIiNDATION PERMIT o ° � L _ _ _ _ _ _ _ _ _ _ _ _ _ _ � L — _ 3 L _ _J � � E L — _ J L _ _ J L— — J ' SIM I g 02 � COMPLETION LEVEL 7S% CD' s ' � I - S3 02 6 3-3 1 5-3 5 � � a � , o � � S002 5 3,0 2 ( C IN TENDED ORAWING USES ; I � I I �-I- - - - - - - - -�o o-- -- � I � I I I �I � I p I � � � TOF ;.;, � �� I ° / 1 FOUNDATION R E BAR D ET A I L I N G c D � � � 7'-6" 11'-0" 5501 � I 2 COLUMN AND WALL REBAR DETAILING UP TO HAVEKOST+ASSOC. Z-2 ARCHITECTSP.C. � 104' TJ-. i� 7TT /-/ -7 �" T '-' �i i� 7 J-T'�i i% i T TT-/� � ° 5-$ � �6'-4" PLAZA LEVEL (TOC = 123' NOM I NAL) t�2t cwwr srREEr p / / ' / / / / / / / / / / / / / / / � / / / / / / / / // I "� _ 10° I�CD VERIFY DENVER. CO 80203 °' i � % � � ' / � / / / / / / / / � � % / / / / / / / / // /� -- _ _ - _ _ __ _ _ __ ° J � � THIS DRAWING SET DOES NOT iNCLtJDE 303 / as�-��2� , - --- 1- --- - - - - -- -- - - - -- --- i � � / / / / / / / / / / / / / / / / / / / / / / / / / / / / IN , REINFORCIN DATE 3 o _ _ _ _ / 1 COMPLETE SLAB POST-7ENSION G G /9/00 - � N I I I I I � ` / � , 2 COMPLETE BEAM REINFORCING SCALE Z / � o� I I I � � � � � / 3 COMPLETE ROOF FRAMING ^^,���:^���'�����, AS NOTED � 29' 3" / � w � � �., / 4 COMPLETE PRECAST CONCRETE DESICN �i�J�:t,�;� � �1 , � / � �> � r T 0 F T 0 F T 0 F � � q�'�,�*�e86�,V�1�,�+`d ,�T f DRAWMH, GH, MT _ r�...,`�� r` ! � (E) TOF / 1010' 1000' (E) TOF 985' / `�'� ��."��,` . _ o ;i� .t ,�wx � � / '� ' 1054' � am °� � 'e ,1oB ANTLERS 105 4' lYP , / ��.���`�����.����=: � ° ' �_ . � � - / (FIELD VERIFY) j � (FIELD VERIFY� / ��� +sq��:� SHEET � + " z e�w , ';� ( T T � I ' / T' T — — -7 � / `"������;�;��Q'r;.,�' m � � - 1 ! , s�'�s�etr�����s>>�'.���°�'''��' • o ' ` � ' % / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // �/ ' �/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / / / / / / / / / / / / / / / / / � i ... , � � . ' OF SHEETS �� ,"-i ! i � � � tr� i ae��+a - i � � , , _ � _ � � � , ' ' �-- - -- s- --- -� , , . � � �� , � _� � � , -- -- - ---- -- � REVISIONS BY � , B � ! B.8 � C C.� D (D.6 ;,°,5� ' E -- - -- -- ; F.2 G . � - H J K � t � � � ° � � � `_ —I I � r-� I �- — -- - -- - -1 I � , r —� - - � � + N , � I � I , � y i I � r-- - - - - - - - -- -- - - -� I I I I ° � i ' 6�-65�a�� � � I � I ., M I i I � �,_2„ s3o2 'I ' � � C � _ � � � SIAB CONC GR DE I �3-� T 0 F_ „ , , � � 3'-10" 8'-10° 1'-1" 10° �RE ARCH I � � �- � � 117 5' I � i ��$5 � � T 0 F _ 3/9/OQFDNCP�RMIT MIT - 113' �- - � , , , ,'_o�� , � 3'-0" � 3'-0" � , � �:_ _ _ _ _� _ _ __ __° ° _ __�__ � UPPER PARKING LEVEL PLAN I I I N ,/s = , -o � � I I TOF � p1 � I�� �� �__ _ _ ___ __ ___ _ __ L -- -- - - -- - - - - - - ---- - �� \�� _ UPPER PARKING LEVEL PLAN NOTES � �— _ � � � , �14 � - r- - � �'� ����1 r -� �� � \\ ' 1 THE 8" POST-TENSI ONED SLAB SHALL HAVE AN f' c=6000 PSI AND AN AVERAGE f— - - - - - -- --- � - - - -- - -- - � O � � � . � �' S7RESS OF 200 PSI EA DIR , AND A MILD STEEL ALLOWANCE OF 20 #/CY � �-- � - - - - - � '— � � -. _ _ � 4' X4' X 1' -6" (TOTAL DEPTH} DROP CAP I TALS SHALL BE LOCATED AT EACH COLUMN, WITH A REBAR ALLOWANCE OF 40 �/CY THE TRANSFER GIRDERS < < I I I-' -� -- -- - --' � � � I � � � I I ( � ( 1 I SHALL BE POST-TENSIONED TO AN AVERAGE STRESS OF 200 PSI � I ( � p�� RE ARCH L J L _ _. _J L __ �, � � AND AVERAGE 3' -0"X 1' -4" (TOTAL DEPTH), WI TH A M I LD STEEL ALLOWANCE OF 50 #/CY ` � M EZZAN I N E LEVEL LAN o F � � � RE ARCH , , 5�� SLAB ON GRADE ,� � , , - ' ( � 5" SIAB ON GRADE- � _ _ __ _ _ __ _ _ _ __ __ _ __ ���, I 3'-0" = FOR TYPICAL FOUNDAT ION NOTES, RE S2 01 . y 1/8" = 1'-0" 1 05 I � � � -- - - - - - - - - - - - -- - -- - - - - - - - -- - - - , � I � //� � � J � � / // k # � � Q - USE OF DRAWINGS � � � �� ��i � � � i � i 10'� �4'-�0" � , � I ISSUED FOR FOUNDATION PERMIT � RE ARCH � � � �I� /�� /j� � ( ( t # I � � � � Y + I I I O I I 'zt� '�'� COMPLET I ON LEVEL 75% CD' s � T 0 F �` � � /j/ 3 � � � I I � i L _ � o • / / // � S3.01 ( °' � - - - � � . . 113' / // t g � � � 6�-4�� 2'-6" O . IrJTENDED DRAWING USES � � � � � I RE aRCH �� 1 FOUNDAT I ON REBAR DETA I L I NG � -�� �-�� �0� / � // � - � I I L - --- - - 3'-0" T 0 F � T 0 F � 2 COLUMfJ AND WP,LL REBAR DETA I L I NG UP TO T 0 F T 0 F � � � �� � U � I I _ , � I PLAZA LEVEL (TOC = 123' NOMINAL) I �-7 / // � � � 6" ! � �o„ 0 114' i15 � I THIS DRAWING SET DOES NOT INCLUDE 18 I __Y _113 _ �/��/ ��/ � �... �'� � °� �'� I I I I D Y I I O �� � � � - - -- � D — � _ � _ -�� f f� �l � t I -- � I " I (_ T I � I L __ � - - - - -t — - - � � I � 3 1 COMPLETE SLAB POST-TENSIONING, REINFORCING - _ _ � / - - � }- - - __ � - - _ _ _ _ `° _ _ � 2 COMPLETE BEAM RE INFORC I NG I r'-� r- - - - - - L J �_ L J -_ _i_ _ - _ _ � � �� O - 3 COMPLETE ROOF FRAMING � � I � /j� _ D.1 „ P,EARCH II I ( � I N 4 COMPLETE PRECAST CONCRETE DESIGN INFO 5511 I � I I � 5 CCMPLETE BOILER ROOM FOUNDS , WALLS � ���W� I /� II I I L - I � � � I ISPACE� I i 5" SLAB ON GRADE j� I � ( � 1 I r- Q ( � E � � I� � � �\ // RE AP.CH ( � I � F I � S5.01 � � � J � // � � � � � � +i I I I � � S50 I � I p� ( 1 , � II ( / I � /// • , � � � ( � v 3'-0" Y � I 4� . 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F I I � ( 5" SLAB ON GRADE I I � Q I I i , TOF ;, �' ( /j� � S511 I ,� � �� , � ^ �os o' �� I i i ' , - _ %. • I I � � ' � � � s'-a� 2'-�" �' / /� , �/ j ( 8" PC�i-TE,dS10NED SL��B U h 0 ( � � ��/� ] � � � �� 1 � + ' � NOMI��AL T 0 C = 112 ( I � I I 7'-0° � 9'-8" / / . � , i I TOF � // . // � � I � t -•, � � I I I 1 I I I i i TOF TOF� I I TOF � / . t;" . , FE AR�Ea 'RE ARCH � ( 116' � • � �� � ' �� � y � ` � 1 `''; -`ti �:� S3 03 ,l. , I I � � 114 115' � � �- - - - - � �� � f ' - �- - - - - - -- � �� - - -- � � j �— �—� - -- - � - -j— _— twaNSr"ER GIP,UEP, _ _ - -, / I L I I -�-- - --- -I ' I � -� I �OI � '- -' r I � 4 - - - - - - - - � _ - _ .-. _ _ _ , � T 0 F I ..'_' � -�--;-- --� „ ,-, ' - 1165' � r- -- I r- - - - i - -- �- ( � - - - - - -�- �- - - - - - - - - - - - - /- - `` � ' Z I _ _ � - - - - - - - - - - - - -- �' � ( # � D.2 ' f J � D.1 J L � � � I I 6. 9„ 3,_�,� � �, y� 3�-,�» � ' SIti1 S5 11 ` I a S5 11 D.1 i i ' � � °r F� v � r � CRA44'L � -t�`— ; j � � , � � � SPACE I � ` � Oo�� � � -` i � � � I i S511 I I F � �- — —J `" , ��'� l 0 � � � / . � ��Q / � ;" +� � ' S511 SIM � � � � � � � / / I I � � � � � � / / � I � I V / � ` --J I I I I 1 � ; � , ` 5 CONCRETE T 0 F � � � � i � C' ` T 0 W' BCL�W � SLAB-ON-GRADE I I o � r r� ' �os' �'j) :- � � I � � � ss >> I � }�9. , vQ ��F� I I T o c I I � lJ � � r � � � � I / _ cC�-�aC���� � � �VARIES � � � Q � 4.7 �- - - ---�- � ---- _ � _ �_ _ - - - -_ - -- - - - - �-_ - -- - _ - - - - /� �] � / T 0 F �c��. # --}- - � ��I=- I �-- - - - - - - �1". / ���1 � ToF �o'� o•.� �� �I �oa' "��� t I L l L J L J J � - - - II � �I o roF W , 106' � / � � I � , E � � - - - - � � � � Q���PS � � 108' � (__ O�- ,_ / � - _ D LL, �1 � I � � i f- - - RAMP DOWN � I I � I -O .. � 6 � // I � � z � RANSFER GIRDER � r I � � � // � I I t{ I o � I F- - - - - - - - I ' L - - -- --- -; -- - - - - -- - I I —� CO I �J � � t — — — — — � L� I � : � � RE ARCH I l t � � I I I I I Q � � �-- -- - - - — � mm - - - - - -- - - -- -- � , I � � `- DRAIN � r — —, I � � � � ,� � � � �'-g" L_ 2_-6_j TYP # � - � �N I � I I G I ( � ' L--n - -J � � a'-o"xa -n„X�, F � - - - - - - - - - t � � J � SSOt `-- � �- ss.ot � I I ( I - - j 3 � - - CuLUMN ['�ROP �AP � r. � � - � -� - - � T 0 F � � � � • �,� _ � i�PICAL _ ' _ - _ � -�------- }- _ �- i � -11 - - I ( � � I 5" CONCRETE _ _ _ _ _ J / / // / �,� � --T- - � � � i � E I SLAT 0 C -GRADE � � I D.2 `/ �-- J I _ J _ J �-- - --- � � � � � �� � � � uNrr �22 I I � � S5.01 SIM � I � 2 I I I � I � I I I � � � � � ' / I � NIGH GRADE � K � � ( � � 109 4' U N 0 S302 �11 , / // �/ / 5" co�cRErF ' � (112') ss.o� � � I � � . � �, , �i � ,� SIAB-ON-GRADE � �- - --� I I 2-6 � I 2'-s" nP � 6'� • � , 1 � � � � � � r o c � � ( � c,h �' � �, I � S3 04 ' / i �� z ' , I I �'-3" I c�� �c� � � I f ��� �� �, � 1094 , (- � � 6 6 I � � �� , / / � �� I A ( ► _ ' ' _ Q F _ # ,; , , 4�-� � o _ �- o � K . � ' ' O r PRECA T � I I I � I t � � I I I I I I I I 2 S0.02 /� i/ 1'-1"I �� I^ ( � ( � L S3 04 /, i/ � � � ' �j --}-- - - -}- � - - - - - - - - _ _ - -- - - // I i/ u L_ to" ( i i i # I - J � J i � s3o4 ��iiiiiiliiiiiiiiiiiiii/,�ii i � i � `�-� h—J L- - --J � °:,; i�� �� „ � � i � i � � 5511 4 11'-4" _ — _ ' — — ' i�� �/ � � f ( � I � I S302 � � � � � � � � � � � � �� � � � � � � �i� ,j j , � M �.� rt — — — — — — � � — — — � i � i _ � i _ w ' I � � ( � 3'-4" E 4RC —� —� � — �r--°�— � I — /� — OoP=C �.� � I I � B L J L J L J L J L _ J L _ J ��I �,, PLANK � I I � � � 3'-0" II� �� I I 0 + � s5 02 � 5 I i� O ' + � ( I � � � !IR 7AR'/RR'llwf wIR'fl�w Twt`!!1w'IR1M `A�w flR�^ � 7A► � � � � ��, r - - _ G� s3 02 I I �� i � i, . ❑ o ( I ( � ( I �,_3„ � � � � - � II� p /� / UNIT 222 o O � I � � � I � � I � _ � W8x 18 � � I 3 I I I I I I ��� S5.01 /� � a,��""�,'"�", ."., HAVEKOST+ASSOC. / ,��,=°"����x ��,,��, , ARCHITECTSP.Q ; < � w e� : 1121 GRMlT STREET o ��- - --i�0'i I T0F - - - �— ��- � S302 E T0F ( � // <<. �.��� ��..s �� . . °, � � ( 1 -2" 5'-0 16-0" 108' 6' 4" 5'-8" 8'-8" 9'-2" � � ��`� °` , � � A - SIM � / ;= �� l��+TO��+ +�x� ^ DENVER. co so2oa . \ U � --- - - ---- - d-- - - - -- -� I L - - J L� TOF �_ , o s5.tt 108' o /� � / ��«�,�,�' ,q��° _ '� S5.02 .— � / `�r�� ��e� r' 303 / 861-1121 Y a � � � � � ,,,. ,,,.,,...,,.�,.r. ,-,.„�.�,,.,.,�.,�..,,,, ,,,.,,,,„�.,,,.,,,,-,,,.,.r,�,.,�.„�.�,.,,,,.�.�,,, „�,,,*.„�.,,,.,,.,,,,,-.R ,.,...�,* „�,�„,,,.,,,.,,,.,,,,,.,, J /� / I ��;���6����'�'z�v� DATE 3/9/00 � , �' � � OSI O O � / / / , / / / / / / / / / / / f / / / / / / f / / / / / / / L 6�� F . ' N � L __ __ __ __ �' i � — � :�:-:° / .� :� SCALE � v •,,� k �•� AS NOTED Z I 'y ..',�j � / %%%�� — — — — —— -� 5'-6" 8'-8" RE ARCH d„ /, , j/ '� 12° % ; � � .*. , z L�_—�''-'� � , �' ,� � �� —— � J / � I I I /� I � /� `��3:'��J''1 ;�s,�,;� DRAWN .Gcec�:s�,i�y° � MH, GH, MT ' �' `� � �� � � � 5° SLAB-ON-GRADE , , • /� i/ � EO // '� � // � 1 3'-10" RE AR�H // J ,, , � TO.f. �� �, ' �i, , i/ � v OC �� �� - - _ JOB ANTLERS � �''-'• - ' 106' ' /� i/ � �/ � ' // 1094' �/ � � f �� �� /� /� ' // U � SHEET z „ � 's �� �� / � /� � � ` � ..S, / ' � o , , ,, , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , � , �, , . . 11 � � � � � � � , , , , U IT 222 KEYPLA � � � � � i � � � � � / � �� � � � � � � � � � � � � � � � � � � � � � � � � �� � � � � � � � � � � � � � � � � � / � � � � / 1/s" = 1'-0" ' �`� , , � � / / / / / / / � � / � / � / �,/ � � / / / / / / / / / / � � / / / / � � / / / / / / � / / / � � i / i / / � / / ♦ / / / / / � / / / � / � � / / � / � / � / O / / / / / � / / // / � / / / / / / / / / � � � / / / � � � / i / / � OF SHEE75 � i � ,�, ► t � ' � �, . � t� _ ` • - + — r � � � A �� — -- — -- -- - - -- - - B - B�8 � C�5 D D.6 � E E.2 � REVISIONS BY E. F.2 G H J �x�. K ; . � , � ' t I = ____ _ � � , � � I + i � � I I � � , ( . � HOL OW-CORE P S PLANKS o i �I S3 02 � � � � � I I � � I � � � I � . , i , �� , , � � I ~ � � ) 2/21/00 EXCAV PERMIT ; � � I I I � � ( T 0 F I 3/9/00 FDN PERMiT � 2 ' ' � � � � � � __ FLOOR 3 ' ADDITION s3.o, � � ��Ll N ,8 , a � ___ __ _ __ _ _ . ����' - -- --- - - - - -- -- - � _ - - -- - - - -- - - - - - - - - - - -- - � PLAZA LEVEL PLAN OTES � - - - - - - -- - - - �� --- ,_ - - - -- - -- - I �-� ' � � - - �- r- T - - '' - ,- I r" � 1 CONDOM I N I U UN I TS � ' - - 1- - - - -- - - - - '' '�' A IPJTERI R FLOOR - 8" HOLLOW-CORE PRECAST, PRESTRESSED NORMAL � � � � / � � '� L - -J - - { (�� ( WEIGHT CONCRETE PLANKS, WITH 3-1/2" NORMAL WEIGHT CONCRETE � � � / � UP Z I I � � � I � �/ I " I � ( ` � � � � � TOf TOPPIN� PLANKS TO HAVE (5) 1/2" DIAMETER LOW-RELAX STRANDS AND - � � OLI[ PS �j HOLLOW-CORE PS PLANKS � I � � � f' c=50 0 PSI CELLS TO BE GROUTED UNDER BEARING WALLS ( I PLINK / o � � B BALCONIES AND EXTERIOR WALKWAYS - 8" SOLID PRECAST, PRESTRESSED , , , I � I❑�, �� � � -� � { � � � NORMAL WEIGHT CONCRETE PLANKS, WITH 3" (AVG ) NORMAL WEIGHT � � -1 ° � � �` � I I � CONCRE E TOPP I NG i � � � � �// ° ` i �� � � � C TYPICA BEARINGS WALLS SHALL BE 7" TH1CK PRECAST CONCRETE WALLS � `� I � WITH f c=4000 PSI AND A REBAR ALLOWANCE OF 80 #/CY �. i i � y�, . � I , , � I � � � ' ' � ' ` � � 2 THE 10" PO T-TENSIONED SLAB SHALL HAVE AN f' c=6000 PSI AND AN AVERAGE I I I I � / � � � 3 I 1� ' ( • {'� I � I STRESS OF �50 PSI EA DIR , AND A MILD STEEL ALLOWANCE OF 20 �/CY � S301 � �'� � � � ,� � � � 4' X4' X1' -6" (TOTAL DEPTH) DROP CAPITA�S SHALL BE LOCATED AT EACH � 1 � � ' � %-� � ' -��` �'— - _______ � . COLUMN, WI H A REBAR ALLOWANCE OF 40 #/CY THE TRAN�FER GIRDERS , ��� f � '� ' ' { -I ) SHALL BE P ST-TENSIONED TO AN AVERAGE STRESS OF 350 PSI A,�!D � � •1 --? � .r; � ' r, m � I AVERAGE 3' 0°X1' -4"(TOTAL DEPTH�, WITH A MILD STEEL ALLOWANCE OF 50 O ' � ";< I ``, � � #,/CY � , 1 � '�-�, , I -{;� o � i � I- - --�� - _ - -_ _ - - -- - - -- - -- - - - - - - � - - - - - - � ,.-�-� i I- - -� i r .:�': � 11 , � 3 � �"'� r� �-y k�. _ �� L���� ` I I _ Y�� ..�'_'.-h- ti _ I — � - ( I I � I I i — — — — — — — _ }-,J< ' _ -( ���-7-�:�.-�r'``�'1.e'�-:-�-:`.�` f-�T� ����I� )-•r ' �',-�r`u`S-{ I � ;{ i 1 �_. I i . � ` __ __ _ _ _ _ _ _ _ � N' f I I I � T r, r..r`� r-< >-,r,-� ��--�,--�,_ r,� �-•,,>-,..-�-{�_ �,,-�, r.� > i � _ �1 1 � '�. � T' � � � L�L� I I I I I I y r , .. � ' � -� i � �-� � � � � � I � ' � � � I I � �� -� '� ' -- ------ � ; � >;�,, i ' I I I � � � � � � � �--- - ----_____ - „ � — -- r � , - , - - ---- �- --- �.. _ .. � . , ' '�zt=-:, � . � ; » . , . �, � - - , , , � � �j � � REVISIONS BY : _ � � -- - - --- F G H � K . � � , . „ f ' , I I ' 1 ( I . r ' HOLLOW—CORE P S PLANKS I � , , ,' � h E . { H • : :� � E �14 FLOOR 4 ADDITION 2/21f00 EXCAV PERMIT � ` 1/8" = 1'-0" � 3/9/00 fDN PERMIT : 1 � . � N � , � ` � � ' � . r', . � ' , � . ' 2 — — — — - 3 _ _ _ _ ., .� _ _ I , , , . j � . — _ _ � _ — _ — — — ——— — — — -- , _" � � � I I t, � I I � � �� �� � I � �� : � � � I I , 0 — � � I ( � I 1 I � ' 1 � - - , I I , , �,� � � • 0 ` � SCLID P HOLLOW—CORE P S PLANKS cOL D P S HO�LOW—CORE P PIANKS H�pR�w m ' ' 'LANK �,qNK . � I SOLtD P S P NKS ' � PS � m � I � ' i s��a � � - - -_ — _ — —_ � � I � I I r — g�a� eE�w I I , � � 1 S � I I 1 �; _ _ _ ` — — — — — � I � �OWN F--y O 3 - _ _ _ _ , , � � - - - 3 0 , � , � , II I � , � � . � II II � I j �--.� Q ; - ll � � , � � � - °- - � C� • HOLLOW—CORE P S PtANKS SOLID P S � I � PIANK —� OLID P S HOLLOW—CORE P S PLAN S � � � � PLANK� - ---- � � ' ' � ' � ! - -° ' � � . . 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ARCHITECTSP.C. i-. , — — � , 0 i ` / / / / / / 4 � � • i � / ' / — — — — — — — 1121 GRMIT STREET , � / / / � / / , � // � / / / / / / / / / / / / / / '��/ _ = DENVER. 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SOLID P S HOLLOW—CORE P S P NKS --- � �- � ❑ W ! r :� PLAN - _ � ' USE OF DRAWINGS - --J ' , ISSUED FOR FOUNDATIUN PERMIT �..J � ` C � � ; - I � ,� I I I I COMPLETION LEVEL 75% CD' s I I � � � , : . � W � T `�� ' � INTENDED DRAWING USES F� ; 5 — —— —— _ — ' _ — _ —— _ _ — _ 1 FOUNDATION REBAR DETAILING _ _ _ —_ _ _ _ _ _ _ _ 2 COLUM�N AND WALL REBAR DETAILING UP TO � � � PLAZA LEVEL (TOC = 123' NOMINAL) „ ; . 1 � ,f ' � '{ ' � TH I S DRAW I PJG SET DOES NOT I NCLUDE E HOLLOW—CORE P S PIANKS SOLID P.S � � , � � " � S5.14 ' ( IANK j , � � � � ( � 1 COMPLETE SLAB POST—TENSIONING, REINFORCING � � � � � 2 COMPLETE BEAM REINFORCING , _ � 3 COMPI.ETE ROOF FRAMING / / / / / / > � f, � � 4 COMPLETE PRECAST CQNCRETE DESIGhJ INFO / / / / / ' ' , SOLID P S HOLtOW—CORE P S PLANKS , /�� / /� �.�' 1 / � / / / / � � , ` � / / �� , 1 PtANK , � � / //j��/ O , � � � � � � { � � � � jj�/V/j 4 � � � , //jj / / � w � • // -, ; / /� { ' � �/ / / � � ' / / / // x i � � � � / / � /� � ! � ; � , ( • - -- � � , � � — � — —, �- — — I — - — I— — — I— — — — I — — — �� � ii � � iiiii_ii � i�iiii-i �liiii i �I � ' 1 � � j iii��iii i iiiiiiiiiii i� iiiiii; `�j �-- ' , , / //j/ / � � � / � � / / � / � � / / / � � / / � � , , , �� / / � , / / // , � � ��/ i � SOLID P S HOLLOW—CORE P S PtANKS ����� � � � I I I I � �'��i/ � i PLANK t a, � / / � � / � � / 1 ' a t `'' � / w � / � � / / � � / / / / f / / / / / / / / / / / / / ; / / / / /// / / /� � J � ' � � / / � � / / / ./ / / / / / / / / / / / / / / / / / / / / // � � / / a; , , , � �„ ; , , , , , , , , , , , 1 , , , , , , , , ,, � , , , , � , a ' �,,,, � � / / / � / / / / / / / / / / / / / / / / / / / / / / / / / / � / / / < � ' � � / / � � // / / / / / / / / / / / / / / / / / / / / / / i / / / i � / / . i , � � I I � I l I : i �/ �i� i � � _ _ f t�vEKOSf+ASSOC. 7 � ARCHITECTSP.C. T*z, �� � F o . ——— — — — __ — — — - — — — — — — — / / �--/ — — — _ _' DEM/ER. CO 80203 , , ' o _ � � �// 303 / 861-1121 ; f . � � � � / / / / / / / / / / / / / / / / / / � / // ��/� _ ° , s � / / / / � // / � / / / / / ! / / ! / / / / // �// � DA7E � � � / // // / / / / / l / / / ! / � / / � / �/ 3/9/00 � � o l/ // / � / / / / / / / / / / � � ///�� " //��/ . r� �n /,l /J / ,� � � / / / / / / / / � � ��/j/� /j��� �1 A'�+,�`�"'��, SC�L AS NOTED _ , � � .� ' � �� � I� � � � �° v '�,�14111/'p/#'r e'��� , , ° g �i�� i� i, � �..�� ;i�.r"�r , �� �� ' �� � ��/ � � � �� / � �.h�u���4+�'�t Tt+S �K�'sFi '_ � �- , DRAW�H� GH� MT / � / / / � ���`�� <.,�_..,�;�` ; � 1 ' � // // N /�/// /�/ / / /// � // // ��.���6`���f��9_�,a JOB � / // � � � f � / / l � ��__ ANTLERS ` ' � / // ' /�� / i / �// � � �/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / `�'��� �� ' SHEET � a � / / �/ � �/ J' / / / / / / / / / / / / / / / / / / / / / / / / i � / / � � ,•«`"`��-' f � �� / / // / / / � / / /// �'��I�����'�� � 4�'j\'� � , F9a �9�� - 14 r ' ` o � / �� � � ,�/ / / / / / / / / / / / / / / / / / /� � / / sffl9"'a%�����E?,E`s�•'�"�d`'�, ' � . . z / / / / / / / / / / / / / / / / / / / / / / / / / / / / / f / / / / / / / / / / / / / / / / / // / / �� / / / / / / / / / / / / / / / / / / / i / / i • ` � `m / / / / / / / / / 1 / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / i � . / i � � � 0�' . SNEETS E � ' ' , ; G , - _ i . . � 1 r � , � 4 , t --------- -{ - - - � � - - - , - - - , - _ - - i � � - , < < r � , � ' � * . t - ' _ � � • � , - . � . , , k I _ ` 1 b � � � � ""� • - , � ' � REVi510N5. BY ' , + � � � � � ` , R B , , � D _ _ _� lOW NEADER _ � � G H J � � , � . � - : , ► � . _ ; � � � . � , . � E - - , , � � , � i TYP 55.21 � � " � 1 ' , � ' ( � � � � � � � +`�'9 y��0}� � � ' ° , t 1 � � ; � � ` � � � a ° W10X1 1 , t � ' "' ._ ' � � ` �� � TRUSS BLW � . 5 ; •� --�- FL00 R 6 AD D ITI 0 N , 2/21/00 EXCAV PERMfT _ A.1 f I N 1/8" = 1'-0" 3/9/QO FDN PERMIT f � 4 � _�`��0y�- N 55.21 C _ _ _ _ _ � �"'�'� _ _ � f � � � � I `� o A �T I ROOF PLAN NOTES � , ' � f � 55.21 - 1 ALL STEEL ROOF FRAMIN� SHA�L BE A36 GRADE. � � ' � ^ N T N - � _ _ _ — � 2 ROOFS�TEEL ROOFLFRAMING/BEAMSZSHALL BEfW10R00FUDN�O , � ! `� ___ � II X � � II � ___ 3 STRUCTURAL SUB-FASCIA SHALL BE C10x20 U N 0 � tiV10x22 � � X-X � � + , j � SLOPE 4 12 I� � � � / ' � _ TURNED DOWN I I TURNED OOWN �LOP�� f ' , ' E � W10x12 W10x33 � EDGE - --- --- + -.a--- -- - - EDGE W10x33 I W10xt2 - ' l � ' Fi.aT � II II Z F�aT � � - '` . • Z II II m , , m : , o HOLLOW-CORE P S PLANKS ' HOLLOW-CORE P S PLANKS � p � ' _ . o -Q, , ` � � ) � � � o ' � � � ) � � � , " ° � , Ft�T II II Fu+T a � :�..�,,; i i � I w�ox�2 E WtOx'�2 WtOx33 �� � � � W10x33 ___ � � „ / SLOPE 4 12 � � � � SLOPE 4 1 \ � � � , ' � o � � ---� '� w,oX z i i i i \' � --- � � , � . i � i ii i � � . - - - - _ _ _ _ _ _ _ _=- _ _ _ _= _ _ _ - _ __ __ _ _ - _- L - _- __ - - __ =__ - - � ,� 3 � 3 � Q � w,ox2s „ �� ' � _ � � ���.� � . , � r� w10x22 H � � I I � � � � � � � : Y - � \� SLOPE 4-12 �� L- - I I , q � � W10z12 W10x33 WtOx26 �� � O , , ' �T ; ,�-, H HOLOW-C RE P S PIANKS SOLID P S - � � , � , , � � {� � � PLANK P�� O , � � WtOx26 I� � " o x _ U ` ' � I � � ( -�� ( ` �1 , x � � 0 # _� I I � � ( ' - rLAT WtOx26 �� ^ 1�10�, W10x33 : SL�UPE 4 1 �l ry ' , , I� : 7" � �— � ' __ W� x N N ^ I� N � l.d 1 � , i -- o 0 1 o II o Y' �i , � _ W10x12 OUTP,�GGERS � 6'-0" ti�A � TYP U rJ - - - - - - - - - - � � - � � - � - � - �� . � -- , , 4 - - - - - - - - _ - - -� - = - - - - - - - =�,- - _ - - - _ - _ _ - _ , -� - - - - - _ _ - - - - _ _-_ -� -r-�-- 4 z . ' � W10x26 - -- 6'-3" 6'-3" 6'-3" 6'-3" 1 , , � i -- -� � ., � � , . � w�oX22 � � � . �� O � � � SIOPE 6 12 � ' �� �; � �, � W10x12 VYlOx33 1Ni0x26 ` . � � � ;.� . ( l ' , p=—� �,/ � ( FiAl ' `D HOLLOW-CORE P S PLANKS SOLID P S ' : � � K I H 1 � ` / I PIANK � �r..,� i m � IN � � � � W,�x26 ►f � .� , W . � � o x Pe'__f { �� ? � i ' °� � , r� �� , � � � � . � . � � Ft�T � w,oX2s �r 2.15 ,/a� _ ,'-o., �� � � • o � ; r 1 W]Oxi� WtOx33 , � ' � � SL� �PE 6 12 � � � �� � � � ' ' '' w, X � i � � � i � � i , � W , F . , ---- o � o o � ; • i �� � � ; p r ` ( � � � � � � " I ; J _ _ _ _ _ _ _ _ _ � _ _ _ N _ _ N _ _ .� I _ _ _ _ _._ - � _ _ ._ _ ._ _ � _ _ _ _ _ _ ._- �� o ^ ? . aC X �' � ' � � I � � 4 HOLLOW-CORE P S PLANKS � -- ' . ' � W10z22 ( � r �I � SLOPE 6 12 � ( � ' � � � �,�' f ; � W10x12 W10x33 X � � , F[AT � / / / / / � SOLID P S � � m 21 / / i / / LANK -� a ` / / � // �� 1 } o � WtOx26 ` / / // � _ � / / / � rn / O ; o � USE OF DRAWINGS � i i;� �i ' � - FLA1 � G W1�X26 � � � � , � ����/�� � � W�cLt� W1 Qx33 � � i I SSUtD FOR FOI�NDAT I ON PERM I T j��j�j� � 1 , � , SLOPE 6 i2 � N COMPLETJON LEVEL 75% CD' s /// / � j � � � z � w,oX2s � . ` � , , � -- �r INTENDED DRAWING USES "'� //j // , � � -- WtOx22 � 1 FOUNDATION REBAR DETAI�I�dG , / � / / � � X 2 CGLUMN AND WALL REBAR DETAI�ING UP TO � - 6 = - _ _ - _ - _ _ _ _ __ _ _ - __ _ _ _ _ _ _ _ _ _ _ _ _ _ - - — - ' ' PLAZA LEVEL (TOC = 123' NUMINAL) �— - - - - - � - - / / / / / � l / / / l / / / / / / / / / / / / / / / / ; ^ � � � iii � ii i ,� ri � iiii � � i � iiiiiii O ; -- I WtOx WtOx26 � � � -- H � TH I S DRAW I NG SET DOES NOT I NCLUDE / / / l / // / / � / / l / / / � / / / / / / � / � / I � � S521 � 'r / / / f// / / �/ / ./ / � / / / ! / / / / / / / � / / � , E � SLOPE 612 1 COMPLE TE SLAB POST-TENS I ON I NG, RE I NFORC I NG � f �j��/ / � / / / / � � � � � / � � � � � � � � � � ' W10x33 WtOx26 2 COMPLETE BEAM REINFORCING �j / �. q � F�xt2 3 COMPLETE ROOF FRAMING / / /� �, � 4 F � 4 COMPLETE PRECAST CONCRETE DESIGN INFO / /// ; / / ; S5.21 3 ` �� W16x26 I �// i ; x , � -� � D I ��/i/ - , ` � C � � , ss.2� , � , � i s ,,; 55.21 o t / , y � i / � 9 � i � F � FIAT � D.� W10x26 � , ' WtOx12 WtOx33 �.21 / / / / / � / � � / / � � / / / / / / / / / / / / / / / / / / / / / / / // / / / , � � � / / � � / / / / / / / / / / / l / / / f / / / / / / / : // � / / / o _ 8 --- / + / / / � // / / / / / / / / / / / / / / / / / / / / / / // � / / / f / , , - .� � ' ° SLOPE612 � / / / �i / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / ; - � 55.21 ' ; N � wtoX22 � wtoX2s � i , � � �� � � � i � � � � � � � � i � � � i � � i � � � / i � � , i � , , � ° - -�-�•r- 55.21 / / / / HAVEKOS7tASSOC. � ; � � T_ � l � � � �� � " E i zi c�Rnr TGSrR� � ° =�-�__ — - - - - - _ , DENVER. CO 80203 ' o - _ - - _ ~ _ _ _ _ = W10xt2 OUTRIGGERS C� 6-0 0 C �IAX � 1YP U N - - - - ` - - - u - A - � ///�- + ^ - _�- � -`�� - 303 / as�-�t2� 7 "" ' // l � � / / / / / / / / / / � / // ��//� ' � ' � �/ / / � // / � / / / / / / / / / ; / � / /// /y//� , _ ^, DATE3I9I�� , ? � � �/ // � / / / / / / / / / / � / / / / � � ! 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" ' , _ _ _ —_ ' _ "' " _ _ _ _ _ ° - - � _ ���,�` . � ' , ? :, � � � i � . � . i -' t " REVISIONS -BY � � � - � a E � F G H H J K - �� : - . , _ , , USE OF DRAWINGS ,, . . i + , ` " ISSUED FOR FOUNDATIt�N PERMIT � � � . � ( _ a ' � COMPLETION LEVEL 75� CD' s - � � . ' � � , ' , � INTENDEO DRAWIN� USES = 1 FOUNDATION R'E�AR DETAIL NG ' �� � � FLOOR 7 ADDITION 2 COLUMN AND W�LL REBAR DETAILING UP TO HIGH ROOF ADDITION . 2/21/00 EXCAV PERMIT PLAZA LEVEL TOC = 123 NO�IINAL) � 1/8" = 1'-0" 3/9/00 FDN PERMfT , � � N ,,8�� — ,�_o� , . 1 THIS DRAWING SE�f DOES NOT NCLUDE ' ' , ROOF PLAN NOTES ;' , ROOF PLAN NOTES I I r 1 � ' �, . � � ' ` ( I J � I �I J � I I ) 1 COMPLETE SLAB POST-TENS ONING, REiNFORCING , ' 1 ALL STEEL ROOF FRAMING SHALL BE A36 �RADE 1 ALL STEEL ROOF FRAMING SHALL BE A36 GRADE � ; � � _ J - - - - - T � - ' � — � � - -- - - + - - -� `«� 2 COMPLETE BEAM RE I NFORC I tlG � � � ROOF DECK SHALL BE 1-1/2" x 20 GA STEEL ROOF DECK U N 0 3 COMPLETE R00� FRAMING ROOF DECK SHALL BE 1-1/2" x 20 GA STEEL ROOF DECK U N, 0 + � W1 xl W N � r'(' W1 xl I N � � W10x1 L W N � ` 2 ALL STEEL ROOF FRAMING BEAMS 5HALL BE W10x12 U N 0 4 COMPLETE PRECAST CONCRE E bESIGN INFO 2 ALL 'STEEL ROOF FRAMING BEAMS SHALL BE Wlt�x12 U N 0 , v / � I ` I � `I/ 3 STRUCTURAL SUB-FASCIA SHALL BE C10x20 U N 0 3 STRUCTURAL SUB-FASCIA SHALL BE CIOx20 U N 0 � ) � • �u �-, -- � I 1 � ;�� + ' , � /--- N r') V' � I I�P M ( � 7 � V� r'7 N / : J .I I � 1 � � � � � � i� � � � � � � � � ` r � - m S 12 � � ~ � I �� � ; ; � � � � � IOPr� m - � , ; � ` j��� II / I � � , °-- — — --1"^— — T — — — —° ' t , , rn ' I H a� �1 , , o / I c� � - _ � W x 18 GA DECK � � 1 � W x � _ ' I v I I � S � SL 6 12 � !N THIS AREA � `_ I � 6 12 � � , ` - --� � �-- , - ii � 1 � I I � N N � , ��o �ou , _ ,� � SNOW �� o � /I� ( /I � G GUARDS : � _� ��� _5��� �- - S52 � � _ _ _ W10x12 OW BE _ _ = W]Oxi2 OW BENT _ _ _ _ W10zt2 GW BEP T = _ � � _ _ _ _ _ _ _ r_ __ _ _ _ _ _ � _ _ ^ _ � F t � � � � 1 � � � r W�x 1� L W� N - - ' �—� � , � � � � ( � �� �� � ' � � � � I I W10x22 i -�- ( I �i o o +�, I � , N - I � � SLOPE 6 i 2 � -� � � � , ' � � � � - -- --- F I I —' --- — — — w�ox33 w�oK�2 1 � � � _ � G � FLAT - WtOx3 W10x3 � ____I �3 ' HOLLOW-CORE P S �LANKS Z W10xt2 �- �- 1Ox12 : TYP � SNOW S5 22 W �, FLAT W �,.� LA � " GUARDS ' �� � � � � �� ,� � m I I a � � I I � ° I I o �, N � � � � � �� � I I o -� � �� � - - � � � l.� i I I I � o I I� � �.- o � � � � � TURNED DOWN � F�� � � f�j tOx12 10x3 W10x3 tOx12 � ; --- - - -- - � EDGE F�AT = _ - ' 4 --- - - - - -- � WtOx33 W10xt2 ° � ' �� � ^ . / \ �� � i � II SLOPE���-- --- � � � ' � 7�' 1 � " I i �� �` � � � °� l I � }.___ I I w� x --- I� � - - � I � � N � - _� \ � � � , - - - _ - - - - - — - - - - - ._ _ - _ � � - - � - _ - - _ � ` - - �� � 4 � 36'-p" VERIfY t5�_ . - - - - �- — ! _ � � � � r � � r _ � �► � � � r � � 5'-0" 5'-6" 6'-10" 6'-t0" 5�-6" 5'-0" � 7'-6" 7'-6° i � w1ox22 / --- �� + �— ��"� O , , TURNED DOWN i SLOPE 612 �_ __ + , � ---� • • � \ '� - - - - - - - EDGE W�Ox33 --= I I � � � �=--� 6 , 6 � -- - HOLLOW-CORE P S IPLAPJKS � ' W�Tx12 lOxl W10x33 W10x3 W10x12 �J �:-� FLAT W FLAT I �� � �a WtOX49 _ � W10X12 � � II II m Ilm � , � � , �� I �v�� °� I I � � ,�. ° I I� N _ _ N �� W ; X� [V I I O �rr� I � � � II I I � o � °� � � � � ` � J � � � � FIAT � FIAT ' � , m � ;a � � � FLAT 10x12 tOx3.i W10x3 W10xt2 � . � �, � � � W1'Ox33 Wi0xt2 � I I ,' � �. 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X—X , �� ISOLATION MATERIAL (E) WALL i , INTENDED DRAWING USES FACE � �/ 1 FOUNDATION REBAR DETAILING �'` `�' � / / � r / / � i / � / ' 2 COLUMN AND WALL REBAR DETAILING UP TO / / � � �' / % // � PLAZA � �/��� PLAZA LEVEL (TOC = 123' NOMINAL) � ^ , / / / 10" P T SlAB 10" P T SlA6 �/, � , // � // /, / / / � TOC - PLAZA j// � � THIS DRAWING SET DOES NOT INCLUDE • � / / �/ / / j�/ RE AR(H � i� f/� I � /�� 1 COMPLETE SLAB POST-TENSIONING, REINFORCING Q / / / / / // /r/ / � / 2 COMPLETE BEAF� RE I NFORC 1 NG � / � � �/ / � �/ � // � , / � � �, / � � � / ' � / / / � / / // / i �� 3 COMPLETE ROOF FRAMING � � /,� //� / / �� � /���� 4 COMPLETE PRECAST CONCRETE DES I GN I NFO k � // / / / � � / DEMOLISH (E) DOUBLE TEES AND DECK //// � � �/ / / / / / / / / �// / � i / / / i / / / i / 5 COh�PLETE BOILER R04M FOUNOS , WALLS � / / � / / / � / / / �i �// � / / / / � i / / � �/ / , / / , �� ' '� // / / / / / / / / / / / / / / / � / � / / / / /� / � / / / � / �/, / / / / / / / / // � SIM O ,, / � r/ / f / / / / / / / / / / / / � / / �//i� i /�� �/ / /� �/���/ F ' i � i � �i 'iiir ; iiiir � � iiii � � �°I ii ii i i� , i ii� i � ii� ' iii � � i� �ii� ss.�t � ,�/ ������ �� ToC ���/� , � � �/j���/���� �� � �/ / � � / / �/ � i �� / ' �/ � � � RE ARCH ��/, / / � �/ ��// �� f /� �/ /� ��� //� � X /��/ ' �� �N),E) // /////�////�/ ISOIATiON MATERIA� � � ' t /�/ � /j�/ /j� � X-X //��� 1 _ TOC � / ////��////� 5" SOG 8" PT SIAB � : �j f/ //j j //j j � SLOPE 12" SQ COL //j f� ( % RE ARCN ��-� - - ► / . / � j/j, � ` �j/ //jj///% / / O ���// ��� /� � �� UPPER PARKING S" P T SLAB ' 8" P T SLAB � � i/ �// i/ / � UPPEP PARKING _ /� � / �/ // / / / / �//���//���/ / i RE A�CH � ' //��' //j �// / / / / - �//���// � � � / s -- - - - - -- - - - --- //�y� .////// / / / /// , � �///��// � � / � � -_ -'; ISOLATiON MATERI '///' �/�//j/l j/� // -- � • � �///��// �� / � I 10" WALL (BEYOND) ��/ /� t ,��/ / / / / � / / / � . e �// / / `/ / � ; ' //; ' , tE)TOF / / / / / , , i/jj�/ i/� f / / � � - ' ��//� I 10i4' ��� /j j�/ // / / / / // _ � ' �// � �j / � �j / ,u C, �/// • (FI LD VERIFY) / / i � / / i . 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Q I I • . + . � � a , . � � - Q ' , a . . . . , . �• :' ARCNITECTSP.C. 1121 GRANT STREET 303 / 861-1121 5 , � � a � . • , . < o � � . • . .. •. + . •• � , .} �, 1 � I I ' � . � ' ' a - �A�E 3�9�00 ? _ . . . . . 1 , z ' ' ' '. `. � . <� ' � � � . . scAt� � ' W ' °.., � °' �— AS NOTED z ' < � � ' T0F , �;;�;'�p�(a�,y)� • . DRAWN . ��, N 1 � . � �� ' � I .h�' ��dr���C�1�9�! h P fy , G � � , i i �,� i . a �; .. RE PLAN ,�• �� �S G - MH, H� MT _ a � 6 i � °"°��'`` �t9���,y j � � ' � � ( � m�.� ��� JOB ; � o �$�� ` * _ . �� �y � ANTLERS � � � 9���6��'6N�k�'T''p i�w-' , o ' ��� �s.�^_ SHEET ` ; � � Z 2 WALL ELEVATION ALONG GRID 2 . �``P'=�� �~' .�ti:� ' o `''Yy,, ��� F�' � �°°�`Bd;� ra�t�obt�+�H" • �' . 4.0 ,�g„ = 1'-0" .,,,`� . 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' . , � o O ` , 12" OCOL a ' " • ' • . . , , ,° � • . � , . � ' d• •°• . ,! � o TOF .� , , ' • - a , ' � �° � RE PLAN U f 8" P T SLAB T 0 C ,� 8" P T SLAB � � S � RE ARCH 8" P T SLAB T 0 C 8� P T SLAB i 0 C . � �{ � RE ARCH RE ARCH � � � � .. , �, ` � ; ' `) 12" � COL ' I 18" � COL 18" � COL 12�� 0 COL �, 12" o COL 12" � COL I 1 , �� i � � a ► i i � •� i, i i � i �.1' 1 �--�— < � s ; � TR S SOG � � • _ GIR ER I T 0 F � 1 t rh � � � � �• � . . . , � RE PL4N � � � * 12" BASEMENT � T 0 F ,� j s a . � _ SaG WAL� — I I I I I I I � RE PLAN O - .� , i i i i � i i i i i � ; � + � l I ( , I I I I I ! � �� v +; � _ � �.,� ; r , �� W , 1 WALL ELEVATION ALONG G. 1 2 WALL ELEVATION ALONG F.8 3 WALL ELEVATION ALONG D.5 4 WALL ELEVATION ALONG C.5 5 WALL ELEVATION ALONG 1 .2 � ; ' 4.03 �/a� _ �'-o� 4.03 �/s� _ �'-o" 4.03 1�s,. _ �'-o� �.03 ��8„ _ �'-o" 4.03 ��8,. _ �'-o� , o � , � , ' B C � D � �" � � � � ; � ' W ' �� ; . � � , �� , � � Q � � � , , � � , ; - r NOTE REFER TO ARCNITECTURAL DRAWINGS — � I I ( � FOR ALL OPENING LOCATIONS AND DEMENSfONS � a I ' ' = i � � i . � t � � �.� 1 ` � I � � A F , � � ( � � 1 ' , , , USE OF DRAWINGS �O � ; � T 0 C FLR S ,h I SSUED FOR FOUNDAT I ON PERM I T � a I i i 145 4' � � COMPLETION LEVEL 75% CD' s � � ( INTENDED DRAWING USES � � f i i o 1 FOUNDATION REBAR DETAILING , ', � 2 COLUMN AND WALL REBAR DETAILING UP TO � � PLAZA LEVEL (TOC = 123' NOMINAL) O J T 0 C FLR 4 � .rt ��,t r°� r v�i ' � 1364' THIS DRAWING SET DOES N4T INCLUDE � ,.;� s� �, j � � °v ,� _ � ' ji f- ' r , � ( o � i COMPLETE SLAB POST-TENSIONING, REINFORCING � 2 COMPLETE BEAM REINFORCING � � ��,�-�� '" � � � ' � � � � 3 COMPLETE ROOF FRAMING " ' � � W � � ' 4 COh4PLETE PRECAST CONCRETE DESiGN INFO � "' ',{ � � T 0 C FLR 3 ' ' 5 CO�APLETE BO I LER R001� FOUNDS , WALLS ' ` ��,z � � . o. � . . < . , . 127 4' � , , i�� � . ' , e , , , . • � a: . , � • • z , � �k �• ' ' .. . , �"� � t . . , � . . , r ° , , - ` � , ' • •, t•.° , a . � • ' , � �0 1 �� / a • • • ' � • ` 1 •. . � ' � a. Z � � ' � � • ° �• - a j � . f . o • • ,— � , ❑ . ,{ _ � • � • � � � 4 • � •d I � Z O � 5 � d� ' � ' • • , � . . • I � O � � � / � • • � � •d � . y_ . � �< • a• , � � •L ' �' • �• • I � . P�' '� • ' a • HAVEKOST+ASSOC. ' O } •� . .• e�• �•I . . , a . • , ARCHI.TECTSP.C. ' E r DEMIER CO 802 3 + } , n- ? , a . I • , . '1 .� ; , • , , 303 /' 861-1121 ' � ' s � • • ' °!�� ' •� s • TOC BANQUET , N ^ DATE 3�9�00 � � o • • < . • : . . • ' '' � 109 4' , � p , ' � . � . � � ' • . , : , . . .�n'�"' ' � a SCA�� " � , , " I F � ,�'�°��<���' �:;�, AS NOTEQ � , � = I ,� ' , f . ��,�,.���e�� ��,+�t Ng ORAWI�H, GH, MT y . � :� . , . „ , . � ��d =,, ` , � p � a`�•My�� r � •+ � I ° � �4 � � �� ���- � , � ! ��.�,�°��1��d��8,��-_ �Q8 ANTLERS , � . - � �� ��� � ;- � « . � _� o � G►R I D 4 ' ��� ;�- _ . 6 ST WALL ELEVATI O N ALO N G �� ; r��a` SHEET ; P R ECA �� *�� s . a � � Z .��8�. _ 1�—�" v'o`�r d`����jyNt+`,.u''' _ � � 4.03 ° � � , , � 0� SHEETS � � . , , � , � , , ^ � � � REVISIONS BY t ' �� �� � r , , T� 164' 9 � 1 / ti.t♦ �1 Y ^ �� • , I I I I 2/21/00 EXCAV PERMIT , 3/9/00 FDN PERMIT " TYP BAR 6" 6" 6" 6° 6" 6" 6" TYP BAR � � I I ' SPACING _ SPACING � � • • • � !� • • � RE B/SQ 02 FOR � ADDITIOPJAL INFO � � � • • �_ � �i • • < i � I _ , �� - F � � « � -- EDGE OF R 0� . � � � ' ( I . , I �� � RE ARCH z ; �—, � � � � � � r � U ' �i • • • " �' `� z , � (t 6j #7 ,uERT �/ 's � � � � ;� _ `l � _ TOC , � �3 TIES � 1Q' ,�,� �� _ • . . � _ . . , 12 7 4' , , , � , W � '�` ' �r � - i ° ^ ' ' • � , .'� ' p � TOW �' : , . . , ^ • , . � , � 1265' � , � • . < • • w �_—_..,_--�� � • � , I a. . . ' A ' p a • � . I � � 1265' �1 a . , , � ,° ' ' ; • � . • •��, ' °� I ' ' ' ' • ' ^ °_ z � • • . . �a � ' ' ' • • ° . . .� ; � 'i _��� ,� ' . , . . •• °' . � ,! ; I 's , ' • ' • ° . °� ,, ; ; I F� O � i � ♦d1 l--t . � � � � � �• � • �� • • • • � U v 1• r • , • • `• • ' � • ' ' • • • • ,d , � a I � � � -- , . ; • " . : � a ` ' � ^ . � ,° . � , a . � 'a �• ' • • ., I � - �„ 6„ 5>. TYP BAR ' '� • • � ° " ' . • ,- � °, "Y � , L , • , ' , '° a • . . � �� Q � SPACIWG `.:I - •5 ' •�,,..4,. . ;8;, . , . �, 5„\ (�5�� a a n ; : 5r\� 5^ , (�/ _ i , -,---, , . - . . . . . , . . a . .. � �._�._ ;�=--i, :� • • • • �� . ° • . , . , • . I . . : . a ' � - ' • • • • . . ' ,I, O � ; � � � � . � . � � . . � � - ; � � . � � � � . � �. � - � � , : . . . . , a . �. . ' '�---� --� ' • • �.� � : � : . : ^ , : • �. r . ; ° •° ' < � . ' . . ' . . " . �r � �1 •n 1 � a � , � `L , � I � � � � � • • a ; a I ' � • . • , � � • . , . , • • � , � ' ' • .. � �'_� , . • . � . I . � ' , . � I O Q a � ( l � • C • • � .• � e • '�� � • . • � • � � � � • • (8} H� �E�T w/ , � , • . �. . � . • . a ' .' ^ .� . ' . ' �; ' � .' • � . ' . . l..J � TOf . °� TOF #3 �iE� C� 10" ,�, � i . , . . , a. � � .�• � • .. n, a . ��� ' • . • � � ' a• . � ' . y � � L, • � ���' _ � �vOTES .. a t CORNER BAR SIZE T�=� MAT�,H � f � � � ��IMARY r'ORIZUNT�L P,EINFORCIPJ(, ; ( �,� 1 ' f �- � � . ' � � _ _ � � z ,. _ ,� . DOUBLE CURTAIN D0�'�'�E C' �Ta�"J : - � { f � . A TYP COREWALL BAR DETAILS B COREWALL END DETAIL ALONG GRID E.8 1 COREWALL ALONG GRID E.5 2 COREWALL ALONG GRID F � � - 4.04 NO SCAIE ' 4.04 N� SCALE 4.04 '/e"=,'—o° � �� ,�—o° - � 4.04 /8 = U � � �E. � . � ` , � � � �) ; � , ,> > �_,__, � , �> r, ; —J � -- -- - T�W-�- --- - - T�_— ��-�+ ----- � - T 0 rr� � � � , 1�a ' � � � ��4' j 164 � � � � � I � � I , I II � � W ' � � � � � � F� i ii � i ii � f � _ i i ii � To� � � � � � � � 154 4 � = ( NQTE REFER TG ARCHITECTURAL � � ) � � _ I DRAWIPJGS FOR ALL OPENWG LOCATIONS I I I � ard0 DEME"dSIONS ( � � Q I I il � � > I � i II roc � I� I I I , �45 a' �- �� , I I II � USE OF DRAWINGS I I II � � � I I II ISSUED FOR FOUNDATION PERMIT I I II COMFLETION LEVEL 75q CD' s O I I II TOC � IPJTENDED DRAWING USES � � I� � I II I I 1364' 1 FOUNDATION REBAR DETAILING � � � � 2 COLUMN AND WALL REBAR DETAILING UP TO � z I II Z Z PLAZA LEVEL (TOC = 123' NOMINAL) � 0 0 �' .%+� ;r` r"� { � ¢ V � � � Q V N O ,��� ;f .i ; � � o � � � � p � U • Z THIS DRAWING SET DOES NOT INCLUDE , . [ , � � � I I I o. " � ° TOC O _ . � T 0 W T 0 W 1 COMPLETE SLAB POS T-TE NS I O N I NG, RE I N F O R C I NG , ,. „_i ., .. . • . , , . % .� � , ' ' ( 126 5' < ' 126 5' '� � ; � , 7 127 4' 2 COMPLETE BEAM REINFORCING � � ,.. • T 0 W 3 COMPLETE ROOF FRAM I NG ,,o � ( . � ' , 14'-5° . • ' � •�ad• .. ; I,f , . , , �� �_� . `"'" y 4 � � I � • � � � ' ' °• � `�' � � 12g 5' `�' 4 COMPLETE PRECAST CONCRETE DESIGN INFO � `� ,�; ,, � A R CH T O V E RI F Y< •;� °,- Z 4 ' ' "r�� � Z • , : � Z 5 C O M P L E T E B O I L E R R O O M F O U N D S W A L L S n �-� � a ; B . . , , ' � z ° 10^ �,`9„ $,� zt o a Z o � i • i � �~' • a . N z • a � z ,! c� s '`� . . ; s¢o4 , ' . . .. � � o � •• : .. 41 , a o . � Z - ;� 1 ' a . ; . 'I I• � . . I.L � � • . � `� � ► i •. . ". , •, ,.° • I �I .' � ,' I I ° ,� , ► � . , , a . . � . , . � �. . .. . • a Toc 1 . „ � �° � � � I I.I, Toc W I � ' . • a . , �. ' �I 1134' I , . , • � I � ' I 1134' � . � . � � •e f . . 'I I a a. F • a y . ` I, .� .•. , I 5 .< 8,. Q , °a. � ., � 5„ � ' � n �.� , a' o � j ' � •�� ' � . ' ' • a a, , o t • < � • , 9'-10' 'p • 9'-2"<� ! . o � � •� • . ^ p TOC TOC .� , , • . . .� 105' �° . < ,' d �' . • HAVEKOST+ASSOC. �,, . . � 105' o ` , . . j . ' . di i e . . . ,I.I , ., d. ARCHITECTSP.a ' • . . 1121 GRANT�STREET o . T 0 F � T 0 F � . � T 0 F DEr�v�, co so2o3 303 861-1121 J . a � � . d � • ' • ' . a . . ��: °- t . . . � . � ' d �'a . • , ' • . 101' a . ' • . ' d • , 101' . , a ' p ' • • • • . °, �. ; • � 101' .�:�`��`;�'�i��r:�`F^< - DATE 3/9/QO ' o�• �,�����FTO�j�°`t,',�', �, � �;��� �a�,• _ . ' o ;� ,� , � ��� - _ � M `"e�b� L°y so�„ SCA�.AS NOTED � � �, q , 4'-0" � � �: � � � Z 4'-5° � -� 18'-3" 5� 4'-0" 23'-3" 4'-p" 8'-2° �����°��`����'��e�-, s � `�� F DRAWNH, GH, MT � • � M w ,v � ��..,w F - ``' � � ;, � ���,� � vf,�� ��,A*k�t;`;,- �OB ANTLERS a,/���.��iFtr��•���4 � q Q, � SHEET 0 ° ' 3 COR �WALL ALONG GRID E.8 4 COREWALL ALC)NG GRID 2f2.7 5 COREWALL ALONG GRID E.7 , � 0 o . 4.04 '/8"=,'-o" , 4.04 '�g"=�'-o" 4.04 '/8"=,'-o„ -� OF SHEETS r � ' � , �s i �+�R � I ` � REVISIONS BY � � � FOR TYPICAL INFORMATION ' RE A & D/S5 O1 ' � 10" RE PLAN ( , i , • • y � I 1��2 CLEAR � • • � � COLUMN SCHEDU �E I CONT HORIZ WALL REINF THRU PILASTER CONC COLUMN � FOR CONSTRUCTION �_ SIZE & REINF RE SCHEDULE OR CONTROL JOINT � �-CONCRETE COLUMN MARK COL. DIMENSIONS VERTICAL REINFORCING TIES REMA�KS , �' 2/21/00 EXCAV PERMIT J i 240 LAP U N 0 � (2'-0" MIN) �t,����i�,� I Q �— (6)#8 VERT, #3 TIES @ 1Q" OC 3/9/00 FDN PERMiT o C1 12" 4 (6)#6 �3 SPIRAL WITH 3" PITCH O WITH CROSSTIES � I CONC ISOLATION DIAMOND PILASTER � " "' � ISOLATION MATERIAL ALL SIOES � gp� � T 0 C � _ I _ 6� MIN COVER Q COL CORNERS I C2 15" 0 (6)�8 �3 SPIRAL WITH 3" PITCH �I • RE ARCH • • ;.�, i • • _ _ _ , -r- —� �ILASTER - � N' I ' o � o � o � 00� ISOLATION MATERIAL �Q°� �°��°� � O o O o O o O o / � � C3 18" 0 (6)�8 #3 TIES @ 12" � , ; ��—T 0��F� O°8 O°8 O° � O O�O C�O Cb 0 O ,�yQ ��, CONSTRUCTION Ry� E PLAN � �� OR CONTROL JOINT � WALL JJ3 TIES @ 10" x x x x x RE ARCH � COI.UMN DOWELS TO { � �G� RE L/SO 02 C4 10°x48° (12)#8 � �, � MATCH VERT REIN � WITH CROSSTIES vo Jo 0 0 � t ROUGHEN CONSTR RE SCHEDULE � � �o O �a O O o O o� JOINT i W T HT�C R O S S T I E S � T 0 F O O c0 O O Q�O O R E P L A N & S C H E D U L E R E S C H E D U L E F O R C5 12"z30° (8)#10 STD HOOK � FTG SI?E & REINF , C6 12"x12" �. (4)�6 � RE PLAN FOR PAD FOOTING � �3 TIES C� 12" � � � � � ? � —'� PIIASTER DOWELS TO MATCH � VERTICAL REINF � i -'; � -- �li I �—I � li - - l� III� --��I�� � ; � -� � i ' � � n n � � � r ' , f� O +i L"� A TYPICAL INTERIOR PAD F—fG A. 1 SLAB—ON—GRADE ISOLATION �OINTS B CONCRETE COLUMN SCHEDULE C FTG � WALL PILASTER � � 55.� 3/4" = 1'-0" S5.0 NO SCALE ` S5.01 NO SCALE S5.01 3/4" = 1'-0" � , , .' , �� � �.' � � L_1._ � 10" RE PIAN 10" , . � O � � � t i � • • O ; • . � ' � COORO SILL ANGLE ( � W/ ELEVATOR SUPPLIER � � � � I�uIATIUN MATERIAL -�, FASTEN W/ 3%4"� HILTI � �--- -- `�IAB-C�",-GRACE � � KWIK BOLT (4�/4" EMBED) • T 0 C ��"� 24° MIN � ' �x x x x C� 24" 0 C (MAX) x X X RE PLAN � � 1����1�/Zx�;4 �ON1 �-- . ' 10" TYP i � 'N� '�g°4 x �" rl A S T 0 C VAR�E� _ T 0 C oo _ o � oo� 00 \.1/ 1 @ �' 0" OC � � � N i RE ARC RE AR� �Tr�ll�`�trm �L'��,;, • • TI1T x � #5 0 12" 0 C VERT - o o F=-1 � � - CENTEREO / F�- p�q,� ^-� � o 0 00 �5 @ 16" 0 C EACH WAY � - �--- � , , � � _____--�5 @ 12" 0 C HORZ � � ��`"_�2� �5 - 1 EkTERiOi� PHVING E � _ � DOUBLE CURTAIN -� _ x 10" � � SITE DRAWINGS _------ �4 CONT �� �, _ � � �� � #5x J �S' t Z�� �� � / � — -__ __� o �5 @ 12' E� WAY �' Io � = t �� ALT HOUK DIRtCT10N � r, � ; 6" _ ,� �: •� � U `` -( � Z #5 x J;r, @ 12° 0 C � T- a � _ — ISOLATION MATERIAL • 1 ��E F�C ��I `" � � s;i � �, , � �o � � � T�. dAR�ES � ,� ._ o , _ , _ - - -- ' ' � � r W , �',y (2 5 C�'��T � • • _� �„ _ r _ --� � '���( � ;�- �;����,�� I - #5 @ 12" OC EA WAY T & B � � -- z x x x x x— RE AR„ � � ` " �E-_ '-�'I f1j� � �I I I I�_ 'i�F �;+.�„�i i�' z � � `� � �� �� � � �� t�'; �4 `�, NT ISC��ATIOP� h4ATERiAI --� � � °' T 0 C , � � �� \, _ 1 -r�" .,\ _ `�. • � i RE PLAN � �J i�j C RI�`� _ �i��� -- i i - - i � -__;�i i k TOF � �----�-#4 r `°� @ 16 0,� ��_ _ #4 , 1'-6' 1'-6" @ ?'-2" UC RE ,4RCH -x x x X x 6„ � I � �I — �t_ RE PLAN T 0 F • • I W (2) �5 0 � — � ,.,., .,�_ W — 1 i� - o RE PLAN —rOR TYFICAL INFOR6'ATION FE G�$5 Ot i�-1 G�> � � � � � N � -� � ° TOF F� N � I � • • �5 @ 18„ 0C • � -C -,.,. ��, � _ ---- CONT (3 MIN) (2) �5 COfJT I RE tiP,CH FOR TRENCN RE P�,N CRAIN COVc� �� 1YP � ^ I �� I I i'- ' ! � � (2) �5xCONT I I � 1 , i�—�TTm '--�T iT1t-` '------ • _ _ 1 � � , ' - � � -- � a RE PLAN --- � . #5 @ 18" 0 C �5x L@ )_4" 0 C � � . ��_6^ I COORD LOCATION OF SUMP OPENING ' D TYP BAS EM E NT WALL FD N E TH R ES H 0 LD D ETAI L � ' W/ SUPPLIER � PROVIDE (2)# 5 � s5.o� 3/4" _ ,'—�" � F TRENCH DRAIN DETAIL G TYP. S.O.G. TRANSITION GREATER THAN 3 H ELEVATOR PIT TRIM BARS ALL AROUND OPENINGS �� 55.0 3/4" = 1'-0' 55.� NO SCALE - 55.� ' 3/4" =1'-0" 55.�� 3/4" = 1'-0" . � � � o � � HT OF STONE REQ'D SPACING ' � •�; �' �fj �-" r FASCIA SUPPORTED OF HILTI KB—II • • (4) #6 CONT W� #4 TIES � 24° oc �o�� Z ,-�, :, �+ � 0 2,. CLEAR TYP � ' , , ! , I.ESS THAN 6' 4'-0" 0 C ' , - T 0 W � � � - , a, , �� , r , : ,� 6' - 12' 2'-0" 0 C � � i 112 4' � ,_a •�; +�• , � �; j �5 @ �2" OC VERT USE OF DRAWINGS ���I � � � ~; ',� �— , �, � � ' I SSUED FOR FOUNDAT I ON PERM I T `, , '�' ',�± ' i �5 @ 18" 0 C NORIZ ` ; , _ , t � COMPLETION LEVEL 75% CD' s � `` ' 6" STONE FASCIA f ' � • � � -� PRECAST COLUMN INTENDED DRAWING USES � ' ' ' � � � 1 FOUNDATION REBAR DETAILING ; � �� . , ,f UNIT 122 #Sx 1@ 12" 0 C 2 PLAZANLEVELW(TOCRE6123DENOMINA��UP TO � �, �, ; j ( J o F!N GRADE �. S ECTI 0 N � CONN OF COLUMN TO FTG ^ • 1 1/2"=1'-�" BY PRECASTER THIS DRAWING SET DOES NOT INCLUDE , � RE ARCH . ' TOC SOG ' 1 COMPLETE SLAB POST--TENSIONING, REINFORCING '= T 0 STONE LE GE - -� r - , RE ARCH _,�_x , % X x • 2 COMPLETE BEA�1 RE I NFORC I NG � � o RE ARCH t , � � T 0 F - — ��i� 3 COMPLETE ROOF FRAM ING � 1'-1° 4 COMPLETE PRECAST CONCRETE DESIGN INFO � � ' � �'� � GALVANIZED 3/4"0 HILTI �,_—+ RE PLAN T 0 F -� 5 COMPLETE BOILER ROOM FOUNDS , WALLS HAVEKOS7+ASSOC. ` ' o > > KB-II, 4 3/4" EMBED RE PLAN A R C H 1 T E C T S P.c. E � • • (FOR SPACING, RE SCHED) • � • ��2� �wwr y-r�E�r , ; ° L6x6x�/2 CONT �STONE SUPPORT � � •--� � 303 / as�-i�2� ' DENVER, CO 80203 , � HOF DIP GALVAf�IZE AFTER FABRICATION � CAST-IN-PLACE BASEMENT , � � � � #5 � j$n O C DATE , ' °- r� • WALL OR.�EiAINING WALL � 3�9 f 00 ' � � o � � ,,.,,,.,�,, .., ' SCALE � o � �� j��� � a� r• ,.; > t TIE BEAM REINF (RE SECT) # �.` ' �' � 12'" MIN 5 � 12" 0 C T&B � ` a���,��4��r� t, AS NOTE ° ; � � , HOOK OVERLAP WITH STANDARD HOOKS �.�����,� ���;�f4� ;. DRAW , � �,. 6 �RfO� rx�° I�H. GH, MT „ _ , (CANT AS REQUIRED) 4'-0" c���'� ��� " ��B ANTLERS � � N ELEVATIc�N � = ��i�S��s 1���3���,_ ' � o � 3/4"=1'=0" ��'�' ' �:� SHEET J TYP. STONE FASCl/� SUPPT. L SMALL RETAINING WALL � UNIT 122 �� '�`��'� ; �a , ti,��. o s5.o ��4� _ ,�-o�� TI E B EA,M s5.o 3,4„ _ ,�-o�� . �°° E�.+� o � .��;������ � , z , � ''�`�� � ,R,��„�� , S5.0 ..�aEt�.z , ; o, , , SCALE AS NOTED ° � , OF SNEETS � �f , i . , �� '`� . , • � � c� , ' � ' _ � � � , � � ' ' � � REVISIONS BY D �5�16 x22 GA ' � � u l� , .� � � 8" P T SLAB ' ' , TOC � � � � , , � � 1145' X X x • .. - t ' <r p �+, 4 , , O � — 2��2" MIN BEARING + � 1 " EA FLUTE " 2/21/00 EXCAV PERMIT � , � USE OF DRAWINGS 3/9/00 FDN PERMIT i � x x x x— z 1SSUED FOR FOUNDATION PERMIT e � \ 3/4"4 HILTI KB—II, COMPLET I ON LEVEL 75q CD' s . 6" EMBEDMEIdT, INTENDED DRAWING USES '' O O f� �/2xi2x12 @24" 0 C MAX ., f� 3/8x3�/2x6 2 COLU�MNTA�D WABLRR�BAR I DETA 1 L I NG UP TO � (2) 3/4"� A325 IN ELEV NOT[ INSTALL ALL KB—II, PLAZA LEVEL (TOC = 123' NOMINAL) THEII DRILL HOLES IN CHANNEL , �v z SSL HOLES r�E ARCH FOR FIREPROOFING THIS DRAWING SET DOES NOT INCLUDE � 3�4.•-1'-0° , , G° 1 COMPLETE SLAB POST—TENSIONING, REINFORCING ��4 � ` 2 COMPLETE BEAM REINFORCING , � (4) HILTI KB—II, 3 COMPLETE ROOF FRAMING 6" EMBED 4 COMPLETE PRECAST CONCRETE DESIGN INFO 5 COMPLETE BOILER ROOM FOUNDS , WALLS . � S ECT NOTE DRILL HOLES , � IN PLATE ONLY AFTER 1 1/2"=1'-0" ALL HILTI KB—II HAVE ;` -. BEEN INSTALLED, RE ARCH FOR FIREPROOFING ' F=1 O A STEEL BEAM ANCHORAGE TO BSMT WALL B DECK SUPPORT AT WALL � � 55.� SCALE AS NOTED 5.0 3/4 1 0 � _ � � � � O _ , � � , , O � , U , � � � � � �� � � � � z f �t .. �'i f � � -... T� � ���� � � � � � , . �' j + � O ' a � 4v -•- ,r . �� . t ` X �� � ., ��• , � , � _. ." ' � � � ' 's '�' ' i I �F : . � W - ; , � � � : ; � ' �, .� � , R � � C� � � � - I /V/� t � \ f� ' 1 W � �--�-� � � , , � '#�i � �I �, _ ,'f � �1 � � � � , ' 1 � � � . '� ` i � i \..y 1 � ' '1 i , � l__,___ � � o . � � � � � ► z . , � � . . � � �� 0 � � . � �- , � i � � , , 1 � � � . t r ._ � , � • M � i O � w � 1--- � O O � t � i � N � ° , HAVEKOST+ASSOC. � ARCHITECTSP.C. �}� , 1121 GRAMT STREET 0 303 E/�861 80121 i / ' DATE 3 9 00 ' t • . � � � � � ���.��„��,�..��.�,,. SCALE �� o ' G=';��^:s����1'���'' AS NOTED ' 1l�aTp } a � , , a��4�Qy �Y�'°eS�+� ^^ DFZAW W ��,� `�S'<.«?_^, t�H, GH, MT �, o`� = 6� .�.�,�; � _r ' N `�;��� c y���'3�9 _ �OB ANT�ERS . ° ��-., - ' - �. o ' : � ,E;•9° SHEET � , . .•,•, � `�,, �, •��,;� , , _ o .. , ' p�`;Y��"✓��,��" `°" �,e Z �����,,�s...,�,�a S5 . 0 � m �..� , 0 � �' , a� sHE�s . , � �.' , .�. � � REVISIONS BY � �` USE OF DRAWINGS � ISSUED FOR FOUNDATION PERMIT - i SlA6 EDGE � OF COLUMN COMPLETION LEVEL 75% CD' s , BANDED TENDONS & TOP INTENDED DRAWING USES REINF IN SAME PLANE POST-TENSIONING MILD REINF RE PLAN � 2 COLUMN AND WALL REBAR DETA I L I NG UP TO � SUPPORT .� .� � _� 1 FOUNDATION REBAR DETAILING � � � TEND�NS , ° , (2) �4 CONT (3) #4 TOP & BO 3/a�� CLEAR � TYP i PLAZA LEVEL (TOC = 123' NOMI,NAL) I ' TOP & BOT , , � THIS DRAWING SET DOES NOT INCLUDE �, � � � � ANCNORS AT MID �r POST-TENSIONING � P T SlA6 �- TENDONS � DEPTH UNO ' � TENDONS � 1 COMPLETE SLAB POST-TENSIONING, REINFORCING 2/21/00 EXCAV PERMIT ' 2 COMPLETE BEAM REINFORCING 3/9/00 FDN PEftMiT `- ~ �' `V 3 COMPLETE ROOF FRAMING o � .. , � F- 4 COMPLETE PRECAST CONCRETE DESIGN INFO � SEE N4TE SEE NOTE SEE NOTE ¢ . � . 5 COMPLETE BOI LER ROOM FOUNDS , WALLS , DEAD END 0 ~ Z ' � � TYP C G LOCATId STRESSING EN m 4'_p" IN COLUMN STRIPS PROVIDE ( �, UNLESS NOTED o � i OTHERWISE ( I W &3)gpT T���� �3 x C @ 8" ' CO)NT� THRU SUPPORT,oEA BWAY � \ � X BANDED TENDONS RECENE � NOTE ``' PLACEMENT PRIORIY �- 1 SEE PLANS AND SCHEDULES FOR DIMENSIONS LOCATING C G OF TENDONS ABOVE BOTTOM OF SLAB � IF DIFFERENT FROM TYP t" AT COLUMN ' MIDSPAN AND T-1" AT SUPPORTS 2 IF CANTILEVER LENGTH IS LESS THAN 3'-0" LOCATE TENDON AT T/2 , AT FIRST SUPPORT � OTHERWISE FOLLOW NOTE i 3 STRANDS SHALL BE ADEQUATELY SUPPORTED TO MAINTAIN DESIGN PROFILE 4 UNIFORM TENDONS ARE TO BE PLACED BELOW BANDED TENDONS @ COLUMN � #3 x C � COLUMN LOCATI4NS , 5 AFTER STRESSING, COAT STRAND HARDWARE W/ RUST PREVENTIVE PAINT BEFORE CONCRETING OR DRYPACKING GROMMET HOLE , , PLAN � _ _ F� O A TYP. POST TENSIONED SLAB PROFILE B POST TENSIONING BAND ANCHORAGE C SLAB POST-TENSIONING D DROP CAPITOL AT COLUMN � .' S�•,'�' � NO SCALE S5.� NO SCALE S5.') � 3/4° = 1'-0" S5.� 3/4" = 1'-0" ..,� �� i , , . . p � � _ ; � � , I � LI_ r r � 't . t ' � � �� '1 � �' � ' � � 1 , �� O � ^. y � , h � ` ' � � � � '1 i ^ r , ' 1 , ; ' y � 15� � 15„ � � � � O ' ' , � � � � � � � K� � � -� � C� SUPPORT � � , � i " �' � � � ` �' � � � � � � � ISOLATION MATERIAL � ���lII � � — WALL rONSTR JOINT 3��2� �� ROUGHEN CONSTR ROUGHEN CONSTR � , �1� 1 � � JOIPJT � g 12" BAND OF NMB GROUT TUBE P T S�AB P T RAMP LAB � , ' 3" SPIRAL PITCH � ��i � N BITUTHANE WATER • S�_ CHORD REINFORCING z 3" SPIRAL PITCH PROOFING CENTERED ' 2�/2" KEY NMB SPLICE SLEEVE SEE PLANS � �'�� GROUT 90 DAYS MIN AFTER SLAB POUR , � UPPER LEV€L PARKING �P '� � UPPER LEVEL PARKING ON JOINT / ' • . .4 ' : � � � #5 DOWELS � 12" 0 C, NO DOWELS • , : _ ��� � , ) ` N � �� N � �I { �_��° -- ! �_�� � — ;y 5'-0" FROM EA CORNER �° � � ���'°" O ` ' ! `'- NMB SPLICE SLEEVE ; . _ ��� W � � , - � GROUT 90 DAYS ' f � ( � � ' O° AFTER SIAB POUR "�" , _ � `•J Q P T RAMP SLAB —�—{ • �- P T STRAND � CENTER ON NMB GROUT TUBt ' � � � ° � SLAB THICKNESS C� EDGE • � ��� � , I • • • • • • • • BASEMENT WALL • � w CONT L2�/2x2�/2x�/4 WITH � �/p"4x4" H A S @ 3'-0" 0 C � � • COLUMN BEYOND � � MAX SL�PE 1(H)6(V) MAX SLOPE 1(H)6(V) � o � o � � � , 10" � w � � „ � F—��---I 4'-0" � � � � _ � � 4 -� , � � ; i , � _ � � � ; TYP TRAN S ITI 0 N� 0 F Q D. 1 TYP. COL. SIZE TRANSfITION . 2 OFFSET COL. SIZE TR` N�ITION E TYP P.T. SLAB C� BASEMENT WALL F P.T. SLAB TO SLAB ON GRADE G P.T. RAMP SLAB AT COLUMNS � - . �� .� 3�4,. _ 1'-0" � � S5.� 3�4,. _ 1�-0" . S5.� 3/4" = 1'-0" 3�4„ _ 1'-0" 3 4„ �� �.. S5.1 S5.11 / _ - • . � � , � � , � . z ��.._ � , � , . , . �� � . o � � � � � � y , , ��5� i N Q u 1 W � . � � ' � ' O � � N Q HAVEKOST+ASSOC. � . W ii21 GRANT STREET � o ARCHITEC�SP.C. o DENVER. CO 80203 n � � � 303 / 861-1121 r � DATE 3�9�00 , �.,,,,,,��.,.. `` " �� � SCALE ```� �'��� � AS NOTED � ��`tE��eY����^.Ye L*3., Z �� � � � ' _ , � W • � Q •�y Y <� , _ ��:��:���,��,u�rQ,���;��,, N ; ���� ��Y_ � oR,aw�H, GH, MT i` . � s����+�` y���'�n;y� ° ,106 ANTLERS yy � �> F � - � y 6�" ' O . :+„ �w� . , O� �` ' m S b: '' �ry s k-``� a SHEET _ O • � � . t , � ''�F"`����' ±�,����\'°a . � m � t f) d�,�l6d'Et°atm",. �° � 1 � ♦ � � � � c' OF SHEETS - � , ' /� � • ` , � �� � � � �� �. � ,ry, r..rir��,,,� + �� ( !�,��'�5/fihCR����¢1.5 rx�-t , � ' ��:�.,`d�'�;�w,'�r:�^� ' w . ` ��� � � ` USE OF DRAWINGS _t , ISSUED FOR FOUNDATION PERMIT REVISIONS BY � COMPLETION LEVEL 75% CD' s f ' INTENDED DRAWING USES , � . — � 1 FOUNDATION REBAR DETAILING � , 2 COLUMN AND WALL REBAR DETAILING UP TO 8" SQ-PRECAST EXTERIOR WALKWAY CONDO UNIT PLAZA LEVEL (TOC = 123' NOMINAL) � ��2„ COL W BASE f� W� 3�4"0 ANCHOR / ' THIS DRAWING SET DOES NOT INCLUDE � i ' STUDS — i i i i � EXTERIOR WALKWAY / ,(E) STAIR CORE 1 COMPLETE SLAB POST-TENSIONING, REINFORCING 1 ► RE E/S514 FOR / 2 COMPLETE BEAM REINFORCING � ADDL INFO / 3 COMPLETE ROOF FRAMING (4) �6x2'-0" GAP RE ARCH + .. � / 4 COMPLE7E PRECAST CONCRETE DESIGN INFO ' • STYRO-FOAM � ° � WELDED TO BASE f� 2 21 00 EXCAV PERMIT BloCKOUT � � • PRECasT P�+NK & �° PRECASr • SLOPE i 5 COMPLETE BOI LER ROOM FOUNDS , WALLS � � CONN BY ° " � ' TOPPING RE P�AN � CONCRETE WALL • �_ / 3/9/00 FDN PERMIT PRECAST '• PRECAST PLANK & ' - , d• • ' DRYPACK CONT BLOCK OUT � �� • �� EMBED f��S ' ° • a �¢ • . • / / / / / / / / / ! / / TOPPING RE PLAN PANEL � DRYPACK � � "' '.e .. . / / / / / / / / / / � (BY PRECAST) "' � PRECAST TO DESIGN � W/ STUDS p ' . • , ', / / / / / / / / / / / (BY PRECAST) � ' CONNECTIONS TO TRANSFER O O Q � x ,•x � I x. , x ' � DIAPHRAGM SHEAR x x (BY PRECAST� � � � , ' •. . , � / / / / / / / / — — — - DRYPACK SOLID CON — FORCE INDICATED AP RE ARCH • � d• • • / / / // // i / / //� � — _ _�;' _ _ �� RAKE BACK FOR CAULK — � � THUS XXk �N � 3/16 ; . � � / / � � / � � � � � "' PRECAST WALL Q o � L2x2 CONN / / , / / / / / // GROUT SOLID ELEVATIONS (2) �6 TOP � ANGLE � j / , / , / / // "•� STYRO-FOAM DAM (BY PRECAST� d . STYRO-FOAM DAM .,° {�3 CLOSED i 3�16 3 � j / / / / / / / / � � � X ,• a' PLANT INSTALLED (BY PRECAST) • PLANT INSTALLED � STIRRUPS C� 10�� • � Z j� , /8" CONT , KOROLATH ' 7° P R E C A S T ' (B Y P R E C A S T) ° � r `� � 8" Wx 1 2" D � GROUT SOLID CONCRETE WALL °, • (2) #4 @ MID—HT PRECAST BEAM � � t � • e (BY PRECAST) � E 6" PRECAST WALL , 'a ., OF BEAM 8°Wz12°D PRECAST HAUNCH 7" PRECAST WALL � PANEL AND HEADER � ., 7" PRECAST ° �/8" x CONT , 3�/2" BEAM SEAT (2- #6 BOTT, 2- �4 TOP L6x6x�/2x1'-3" ' CONCRETE WALL � • KORAIATH 12 #3 OPEN STIRRUPS @ 6") W/ (2) STIFF f� j . . (4) �8 BOTT i � , MIN , " FOR ADDITIONAL WFORMATION •�s •��, RE G/S5 14 TYP EXTERIOR � TYP EXTERIOR � �� O A TYP INTERIOR WALL FLOOR B BEARING WAL'L FLOOR C NON — BEARING WALL D 8" COL TO ARCH D . 1 PRECAST BEAM TO E WALL � � � 5.14 3�4„ _ ,�-o�� 5.14 3�4� ._ ��-o�� 5.� 3�4., _ ,�-o�� 5.14 3�4„ _ ,�-o�� 5.14 3�4„ _ ,�-o° � � � Q � , � � , � � , � � FOR ADDITIONAL INFORMATION O . RE D/S5 14 � � . , U � �� EQ EQ ` EXTERIOR WALKWAY � , . � 8" SOLfD PRESTRESSED PLArdK ,� ' srrRO-FOAM oaM G.1 S/16 � • 13x3x3/8x1'-O" STIFFENED ANGLES � � � PLANT IPJSTALLED S514 / ° � EA WALL EMBED �� � (BY PRECAST) � I (E) DOUBLE TEE � ' � ' � � / (E) DOUBLE TEE POCKET ON BACKSIDE �'P ' = 8" SOLID PRESTRESSED FIANK , � � � �% WITH TOPPING BEYOND �- - — - - — - - � ' - — - - — - � OF WALL 5�t6 • d 8" SOLID PRESTRESSED PLANK � z � ,�, • � i r � ;+-------- --------+; � i ' • ' WITH TOPPING SLOPE ��OPE � 5/16 4-12 � �/ � � � a � � �----- � . .. �-----_ � • i � � i � � i � � i� j ' � z x x x z � � z x x z x x x z x z , 3/g° EMBED �£ W/�/�°0 x4" H A S �� � • .. . ,, ° % , e ' a , �---(3)'/a'o H�LTI KB—H, � —————— /' , ,;j � � 4/4 MIN EMEED , �" Ml�d SPA(,ING /; / / / + � �, AT BE,AF.4 ENDS AND MID Si-'�'J ° . .. � ' ' � � C� —————— � / / � _ , • • � • 43 4' MIN EDGE D� '' , , � Z ,' , • • • .� j /; '' , , / r, i � i � L6x6 F� U f .•, / i (�1 • � MIN BRG � f� ' � + + '� INSTALt ALL WEDGE � � EM6ED p '/F��x6"x0'-o" =// ' � ' EMBED f�3/ex6x0'-6" W/ ' �� GROUT SOLID ' ANCHORS PRIOR TO L2x2x�/4x0'-3' CONNECTIGN ANGLE ��%4 -0" '�ti�iN �/�°�3 x 4" H��5� '/Z�x4' H a S � 4'-O" � ; � (BY PRECAST) � 6'� 6" ' DRILLING HOLES � • 3/$" EMBED �'S W/ �/z"m STUDS i / , � (MIN (3) EA PLANK END, _ �i���� �N � , • BY PRECAST SUPPLIER ��� W , 1 i' / i u ��, C� (E) �IALL) � � ' 3/16 3 � , : � MIN � � , ' � � � ��� // ; \ CONT L6x6z'/Z WITH � \ � ,v , � ` (E) 6" PRECAST �'JALL STIFF f£ �2x3�0�-9� �� 1'-0' � , (E) 6" PRECAST WALL � , 7" PRECAST WALL � 3'�z" BEARING g"Wx12"D PRECAST HAUNCH Lax4z5/�bx1'_;,� =� �' ' �IE_(N) HOLLOW COR PIANK AND TOPPING NCf • � Q � SEAT RE D�SS 14 FOR REIf�F � 4'-0° � �� ' f��/,x24z2'-0' CENTER BEiWEEN � SHOWN FOR CLARITY 8"� PRECAST COLUMN ,� (E) DOUBLE TEE POCKETS W + � WITH (6)/y� HILTI KBII , F_-1 i (43/4° EMEEG, 9" MIN SPACING, + 43/4° MIN EDGE DIST) ' � � a 5/16 9 � � � = TYP PLANK TYP PLANK , � TYP EXTERIOR WALLf FLOOR Q � �� E TYP COL TO COL CONNECTION F PARALLEL TO E WALL G PERPENDICULAR TO E WALL G . 1 TYP PLANK SUPPORT H CONN. AT CANTILEVERED SOLID PLANK � � � � S5.14 3�4„ _ ,�-o�� 5.14 3�4., _ ,�-o° 5.14 3�4„ _ ,�-o�� S5.14 3�4„ _ ,�-o° 5.14 3�4„ _ ,�-o�� �� . _ _ PRESTRESSING STRAND WHICH � � INTERFERES WITH OPENING � FROVIDE COPJNECTIOPJS AT PANEL (RELOCATE TO POSITION SHOWN) � O t j 3 POINTS �� IYP�CAL � 2 , • RELOCATED PRESTRESSING STRAND I PRESTRESSING STRAND � � FOR ADDITIONAL INFORMATION 2-� ��P I OPENING IN PRESTRESSED PLANK z Pp� 2 5K RE H/S5 14 TYP � MUST BE BL4CKED OUT DURING � P�� = 11 k i 3/16 � FABRICATION OF PLANK SEE TS COLUMPJ RE � PLAN L3x3x�/4x0'-4" PRESTRESSED CONCRETE NOTES �� 'ENETRATION IN PRESTRESSED O � � f�3/ 'x6"x0'-6" W/ �/Z"� x4" H A S 'LANK � 1 IF REQUIRED SLIGHTLY � � I I �,P f & �5x 4" p 3" MIN CLFAR TO STRAND RELOCATE OPENING TO AVOID I 3" MIN CLEAR FROM OPENING TO � � 5��6 8" SOLID PRESTRESSED PLANK ,; n�, , � PRESTRESSING STRANDS 3" MIN CLEAR TO RELOCATED STRAND ' � � (4) �/2"0 THRD STUDS, WITH TOPPING • - ' , `-' ? IF OPENING CANNOT AVOID ` STRAND IF MIN CLEAR CANNOT I I FIELD WELD TO E�1BED ,' 'p �' ' ° � � � PROPOSED STRAND LOCATION, ( BE MAINTAINED THEN SHIFT STRAND F_ T 0 C 5th fLR � e �, ' STRAND SHALL BE RELOCATED OVER TO MAINTAIN CLEAR COVER x x x x x X z 145 4 ° � d PROVIDE EMBED f�'s , �PRECAST CONCRETE SIMILAR TO PENETRATION OF 6" � � , ', •• . FOR ELEVATOR GUIDE ' PLAPdK & TOPPWG TO 18" MAX , RAILS �� COORDINATE , RE PLAN ADD (i) �4 X 3�-0�� EA SIDE �. LOCATION W/ELEVATOR 7" PRECAST CONCRETE WALL PANEL OF OPENING WHERE OPENING I SUPPLIER "�` "'" x, z • IS LARGER THAN 5" (BARS ' " � � ' ADDED IN PIANK ONLY) � ADD (2) �4 X 4'-0" IARGER � 0 3/$xt6x1'-4" EMBED �. . O O O � a ( � (BY PRECASTER) BY PRECASTER RESTRESSING STRAND � 8" MIN ' � % � • ! � • • • THAN PIANK PENETRATION o - 4" MIN (4) �/2"� x4" H A S ,. ELEVATOR SHAFT . �, < , AN DR TO PI NG)A�(8) BARS EAK ( � , ° ' ' ' • � � ' • f�3 "x6"x0'-6" IN PLANK AND TOPPING � °O ' 10" PRECAST ' 10" PRECAST /$ N � a � � a . � HAVEKOST+ASSOC. ' , 0 7° PRECAST WALL . CONCRETE WALL . CONCRETE WALL A R C H i T E C T S P.c. ' � . . . � 1121 GRAN'f STREET � � . , , DENVER, CO 80203 � , o . , . • � 303 / 861-1121 + ° . . .�, . a ' � ., DA7E 3/9/00 •s � e^ �.Y_ ; ��� �.z.�a � -�-�y. �kq��.na,.p,�=�':� � SCALE ' R � ���ld�V/'��° �-y �' ��r ,?<'�:= A5 NOTED .� ,ti- � . " 1 'r� r� � °:-�.•�5�a'�' +t�d,w,�.'. ' '�r I g . °��� ��1����;`Y DRAWt�H, GH, MT ` ' `" 6�• " �y JOB r " '' ' = ROOF POST CONN. ' PRESTRESSED PLANK ��� �A���? ANTLERS ��-� -4: �� � TYP PRECAST WALL PRESTRESSED PLANN, �; �e � ` .. �� f' � � � K _ » M �, �, ��,,��,����� � .�~ Sf-,E� rr�r'{ O H . TO CANTILEVERED PLANK TYP FLOOR C�? ELEVATOR PANEL PANEL CONNECTIONS L PENETRATION LESS HAN 6 PENETRATI0�1 6 TO 18 MAX `������F��a.:��s�,E��.��,������� , �.;� 'O� 5.')L�. 3/4" = 1�-0" 5.�l� 3/4" = 1'-0" 5.'� 4. 3/4" = 1'-0" 5.14 NO SCALE 5.14 NO SCALE - , e ,✓� ; � "' .z 1 �' ;+ � � o � . .� , OF SHEETS � t � w� � p� � . ' `i. 7 ' �i i e 7 � � � k � , � s- � r r. � �:ri , . y r o`7';�,�� ` � `* 1 REVISIONS BY . RE PLAN � RE PLAN i , , , W10 ROOF BEAM � RE PLAN " COPE FLANGES AS REQUIRED , 3/$" STIFFENER f� � � ROOF DECK RE PLAN 1/4 6 , W10 W10 � RE PLAN �i • , - - — — - - - - - - - - - �- - - - - i — 1�/2" ROOF DECK 1 � � � � � Wt 0 �Z � (2) �/2"� ERECTIOPJ BOLTS F , 6 2f21/00 EXCAV PERMIT , ' 12 GA f BENT �x 6 �• 3 9 00 fDN PERMIT � � 3/$" STIFFENER f� E S � / ' W10 HIP � ° I � oi , c� 5� �/4 � � � i � Q�� � W�� � ��4 3/8" BENT �. � � 12 � � � � �� ��` '+ � W10 6� ��4 � Wfi0 RIDGE BEAM � I 12 � f l � � �k '+ 1/4 � I � 6� ' � ' ��o �2 I � � ,�; ��;o } 2,. � (4) �/�" WELDED f� SEAT FOR . o � 6 � I � I, I w�o w�ox49 w�o � , � � o o, � I I� �I � , ��' W10 HEADER --' �' � �—W24 br-1" , ' �fS 3x3 W/ CAP � �� � � ' ��, � TS W/ CA� � , � TS 3��x /4 I TS 8x4 , o �'�-- W10 P��AIN ROOF E��4 � RE Pl1,N W24 � E ALN � ��, o � C10 SUBFACIA � TYP RE PLAPJ , '',� W1 �l2°� ,�:;(7 BC:�5 L6x6X�; , � ' �10 :,UBFAC�A � �'P �[ PLAN � O A DORMER RIDGE HIP CONNECTION B TYP. ROOF DORMER SECT. C TYP. DORMER FRAMING TO JAMB POST D TYP. DORMER TO MAIN ROOF E . - TAIL � � � � 1-1/2" = 1'-0" 55.2 3�4,. _ 1'-0" 55.2 3�4,. _ 1'-0" 55.2 3�4.. = 1'-0" 55.2� 3 � S5.2 Q � ISSUED FOR FOUNDATION PERMIT � - COMPLETION LEVEL 75� CD' s � � � � o INTENDED DRAWING USES � . 1 FOUNDATION REBAR DETAILING � 2 COLUMN AND WALL REBAR DETAILING UP TO � , PLAZA LEVEL (TOC = 123' NOMINAL) O � � THIS DRAWING SET DOES NOT INCLUDE � � - U 1 COMPLETE SLAB POST-TENSIONING, REINFORCING � `'� �— 12 GAGE BENT f�x �?' 2 COMPLETE BEAM REINFORCING , 3 COMPLETE ROOF FRAMING � ROOF DECK RE PLAN , � 4 COMPLETE PRECAST CONCRETE DESIGN INFO � 3 ' ,12GA EENT � � � 5 COMPLETE BOILER ROOM FOUNDS , WALLS �� T 0 S /8' STIFFENER R EACH 51DE � --�--�W10 WEBS �.1� 1 I-- RE PLAN W10 RIDGE , --- : ��AG� �ENT �x �-�' ,'� /— - BENT (� LEG � � 6" �- ! � ' � P�—i - /4" BE JT x�. 1�/2"r---i 1�I2 h'24 NiDGE EEAM � TO RIDGE � i � /1h'ITh 3/a ;i�FF f£S ES 2 PLACES �` _�y�, � �� p��� ' METAL DECK RE PLAN � _ �2 6� �' �W10 TRUSS MEMBEP � 61� o � RE PLAN � O I � �° �' �N10 BENT o; ;o 'I T 0 S 1 / � , - - - - - - - - - - �, �� (� ; � � + , , � - �� � , ', 5;,6 �'�z" M��, � � � + � �: � + W �o�' � r� � � � � �-- '� =�-i6Ti'-- � • � - � W10 RAFTER RE PLAN � \ , ��`�W'� �� RE P(A�J � � � � , \ W10 OUTRIGGER CONNECTION - � I � � EMEED f�i��X6xt'-0" RE PLAN WITH 3/�"¢� N A S � � �,_6„ W10 FLGS I , I MAX POCKET WIDTH F� w , � � , � � _ � ., .. ... , � � - � ;,� r _ ".t F TYP:u`'� I�C�F�M�R RIDGE OVER BENT G TYP. RIDGE DETAIL H TYP. WALL POCKET �T RIDGE J WI � AND W19 TOP CONNECTION K OUTRIGGER CONNECTION � S5.2 3�4,�'_, 1��_d•� + � 55.2 3�4,� _ 1'-0° 55.2� 3�4., _ 1'-0" , 55.2� 3�4„ � 1'-0" 55.2 3�4,. _ 1'-0" �1� � � �� - �" , r ,. ��� � � 4.-- ,; ' � � '�� � � O ? • 1 � 1 � 1 ( , �r . � '} � '' � � � z _. . � , � , ^ � . _ C10 SUBfASCIp � RE PLAN � � , M TAL DECK O R� PLAN � 12 GA BENT ff � RE L/S521 � � � BENT f� � 12 GAGE BENT {� TO TOP 12 GA BENT �� RE G/S5 21 _ FLANGE � ��x 2��� � , TERMINATE DEC�C AT W10 � W10 BEAM SSL HOLES � 4n �Z i � � C10 SUBFASCiA RE P(AN RE PIAN FOR CONNECTION � � � � �\ � 6 12 �i � RE � 1� � 6��i� + � � + � �Z TOS �� , ii � � �� � 6 i � , � \\\ /j�i + � � + \ � ����\\ ot , o � � -� �\ / Z .�\\ � �PICAREE�ED �_ � , .� i- i� 3� 2" \� - -- - - - - - - - - -- - � o - - - - - +- - - - - - - 12 ^ i- � +; ���a"x5"x0'-6„ � + � � 6� + . 5/16 L4x4x�/4 ERECTION o + � , W � W10 GONN BE�OND ' 4 W24 � RE PLAN 5/16 SEAT HAVEKOST+ASSOC. ¢ � t 21 G�RANTCSTREET � . W10 RAFTER � W10 BEAM RE PLAN t/4 DENVER. Co 80203 �-- 303 / 861-1 121 a RE PLAN t ' W10 RIDGE �E PLAN ��s,• 'v�€.� a�"Z��:� �" �-����a�.��;;�'-� DATE 3J9/00 RE�p�,N ER B1fOND W10 RAF7EF RE PLAN , �:,,,`��°����'T���•�;:��u,,", SCALE � ��,� ' �`�`�ti" AS NOTED � � ' • N�s a:, `";, _ W � � � o :����1,.�� �f4 �_ � Z , � ' °� � � �i��� -° DRAW�H, GH, MT . : . � � ��;���'� : .� 6 6 r LE,L .� - ' ; � ����'�P��������''���:� ,1oB ANTLERS �, CHANGE IN DECK � .�, .. ` _� � M � ROOF SLOPE INTERSECTION � � N 1 SUBFASCIA Q RIDGE P RIDGE END � DOR(�ER Q HORIZONTAL BEAM CONN AT WALL �f�"`��`���'�"`''�"���� SHEET , °� L SPAN AT OUTRI.GGER -� -- C � � 50 1 ' z 55.2 31q." ° 1'-0" 55.2 3�4., _ 1'-0" 55.2 3�4�. _ 1'-0° 55.21 3�4.. _ 1'-0" 55.2 3�4�� _ 1'-0�, � , , m Q `' , OF SHEETS a ` i ,->'_ `� • , ` . - _�,,.- - , { - - t ' ' � ���` � , � °.� � <r� � � �I �'� k�. � � � .b��w�,�;,. ± . + yfi i� �y y.�'�a fY � ' 1 � q���..,�,�"��,".� . 1 �� � w � � ' � ' REVISIONS BY iw I � F V10 VALLEY W/ ` � V4° STIFFENER f� E S � � , ( ��2 � � � � CONTINUITY �. /4x3x2'-0" E S I ��2 � I � , . � � � " 3��6 CAP f��/2 x7"xQ'-7" TS TOP CHORD � � i 3 16 RE TRU.� i/S215 � I I � p • I � W10 TRUSS 12 —��� I , � MEMBERS RE PLAN R�/2"x6"x0'-0" 6��� � � � � �� I 6 �:� � � � � � �� � � �� �� �� I � i� 2/21/00 EXCAV PERMIT � � � 3/9/00 FDN PERMIT � � � i � (?)�/2"� ERECTION BOLTS � i ��\ � i I �. Y / I I \ � / / / � \ � / I , •� 5/16 �i� i � ��\ 12 �ii /� � �\\ � �\ i I //�� /�i • / 2" MAX i � 61 /ii / �i �\\\ �� ( � // �i � 5 16 TJP FLANGE OF SUPPORT BEAM I i / � � ( � , / \ I I � ' � i i� �� i� � t �., �� �� I i � TS MEMBERS RE TRUSS � - - - - - - - - - - - - - - i - - - - - - - - - - - - - - 5��6 � � i/S2 15 i� \ � � , ° � i /�i� ��\ \ � \ - - - - - , � - - - - - � • � 1/� � I i � � � — — — — — — — — — — — — — — — — — — — — —— — — — — — ' ; I£ TO I . �� � ; W10 WEB 5�16 ' I � � , �\ . � ,� . . � , ' � z ERECTION BOLT LOCATION , �� � 1a" MIN � �TS STRUT � ' 5�16 3�$" GUSSET f£ RE TRUSS 1/5215 � I TRUSS 2 8c 5 � 0 � � A BOTTOM CHORD CONN B VALLEY BEAM C TS TRUSS TOP CONN E TS TRUSS C NNECTION Q s5.2 3/4„ _ ,�-o�� 5.2 3,4„ _ ,�-o�� s5.2 ,-,���� _ ,�-o�� D TS TR U S S TO P C 0 NN 5.2 , _ � ,-, ��� ,�-o� Q � 5.2 ,-,/z" _ ,'-o° � h� � , , _ � � � � , � o � - . . � -� 0 � NOTE PROVIDE METAL DECK SUPPORT � � � FRAMES � ALL PENETRATIONS GREATER ' U THAN 12"� � I FO�ACtAR�y DECK NOT SHOWN USE OF DRAWINGS ^ , ,y��- ,-,� � -- ; ,� ; � � � I SSUED FOR FOUNDAT I ON PERM 1 T -t / uu i i ini (�� � +_,, �t I I i wi \.f � � :; a �/2"� ERECTION BOLTS ��� C10 SUBFASCIA � � � ,�, � , , RE PLAN FOR STL JOIST COMPLETION LEVEL 75% CD' s �--- � � � t; axT ,�E�r � � � � � � � ' � ; � � i � � TS 4x2x3/16 1/4 ` ; ; ; ; ME�H OPNG � COORD SIZE, ' INTENDED DRAWING USES �� ' � � � '� - � � ` I I � � ' ' LO(ATION & NUMBER REQ'D W/ 1 FOUNDAT I ON REBAR DETA I L I NG ��4 ��.��Y..�W �,. t '� /� / ' /� � �/4 , � � � � � � ��,-�IN /� , / � � I ' I ME�H REQUIREMENTS 2 COLUMN AND WALL REBAR DETAILING UP TO � � ,, � � � �, T� TRUSS MEMBERS � _ _ _ _ _ ; ; I ; ; PLAZA LEVEL (TOC = 123' NOMINAL) � — — — — — — — � � ' ' � — � SLOTTED FOR GUSSET f� / � � ' � � � +4' � � ! �� y ' � W10 RA�fER--�� � �I4 � / _ _ _ �CLR _ _ _ ;;;; ; „��� THIS DRAWING SET DOES NOT INCLUDE � � f � ; i� � i� � � � �/ � ' ; ; � ; L �c3x�/4 (4) SIDES OF OPEPJINGS ! \ -' i� / - i� _ _ _ � _ _ _ _ � �� / — — — — — — — — — — — — ' ' ' ' 1 COMPLETE SLAB POST-TENSIONING, REINFORCING F� v 5/16 � � �/ � 1/4 10 MIN \�� � � / EQ EQ 3 COMPLETE ROOF FRAMIOGCING ' / � - -� TS 4x4 , PLAN VIEW 4 COMPLETE PRECAST CONCRETE DES I GN I NFO � � �" �� ; � ✓ — — TS 4x4x�I4 � f��/4"x3"x1'-6' _ _ _ � _ _ _ 5 COMPLETE BOILER ROOM FOUNDS , WALLS W TYP � I ^ RF � 3�g"x3"x0'-6" ��4 �J q��y � � � 6" TS 4x3x3��sx�'�-�� � . s � ' C10 SUBFASCIA G; � � ' '� WT 8x18 �?? TS 4x2x3/�s � Q 'I ' , , COfE LEG FACH END ' t/4, � 3" MIN • 1 4 �3" MIN � 1/4 � � I J L J L L x3x�/4 � TYPICAL I TYP � .. W10 BEAM W/ �/4" STIFFENER � �� . ' SECTION � RE P�AN i � � ' i � . _ �' � SECTION OF Q , F TS TRUSS CONNECTION � G TYPICAL SNOWGUARD G . 1 SNOWGUARD C� SUBFASCIA H TYPICAL ROOF OPENING DTL � 5.2 1-1/2" = 1'-0" } 55.2 3�4,. _ 1'-0" 55.2 3�4., _ 1'-0" 55.2 3�4., = 1'-0" �.1� 1 , � ' • � � � . ' � O ' F� , . � � . _ . z � , , � . F y � � ' ` � � � , � t � O � . - � . � � � � � , o w ' � � , o ..�... , o � � � , � � N � O ` HAVEKOST+ASSOC. , o , � ARCHITECTSP.0. r— , , ' 1121 GRANT STREET � DENVER, CO 80203 303 / 861-1121 N N � ATE 3�9�00 .,�4� ,,�.,-���,,., u' � •"�� � SCALE � � ������i��°r���;' AS NOTED W .. . , ������,`�I�RT%�;a��), ,� � dRAw�H, GH, MT . _ .� <..� ' _ N ��� ��13�7��,n,��,_ �oB ANTLERS . . : � � ,v .- ' � , _ � ��`.� , •°�: SHEET p �e ��`, ����Y b\��aA�`V� ^ /� - m "1', I�J � • 11� f!� ` � Z p Y'�'�'�`�C6ClflCP!l�.oC„�'`�" �� � o � � , > ° � OF SHEETS � � , , ��' . ., . � �,,.��% ,� _ < , � � I"'' � � , , r y � ( <D 1� i ( . �-ll� � GENERAL NOTES � , I �°° ; � GRAPHIC SCALE Z � �� 1. It is the contractors responsibilit to field locate all utilities, �rrig. � }� 20 0 �o �o aa � x� � - o Q ` y 11 - Z Z > � r lines, elec. lines, light poles, etc. on site prior to construction. � ' �, • : Q Q ' " ( IN FEET ) " '� w '`a. ' 2. The Contractor is warned that conflicts with existing utility ' ° � \\ 1 inch = 20 f� � Z � s e r v i c e s m a y e x i s t. P r i o r t o b e g i n n i n g a n y c o n s t r u c t i o n, t h e � `�� ,f=;_�, �; a Z � � N Con trac tor shall con tac t a l l appropria te u ti li ty companies for �� r.� � w �.� ' ' line Iocations. He shall then locate all utilities (including � `�� " � -� o�, � depth). Any conflicts with the proposed construction shall be ` �� '� ' ���=,�Z � 0°z , � �� -•, ��� c� ^o _ ., brought to the attention of the Engineer sa that minor line or � z grade changes can be made to eliminate any conflicts with i � \ �\�� �`�°��W w °O these existing utilities. All existing utilities shall be \ �� _ a. a �o , protected from damage by the Contractor Damaged utilities � ` � � � shall be repaired by the Contractor at no expense to Owner. ` � � ���� . , � � � ° 3. Contractor shall obtain at his expense all permits and r � �� � inspections which are necessary to perform the proposed work. „ \ � ���\ , , � \ �\ 4. �All construction shall conform to municipal or district '- ' � �_ / \ ��� �� ' standards and specifications and be subject to construction ���, . ---�'�" `� � ��p ��" observation by their representatives. Copies of mun�cipal and �-�..---- ---r'"�� � -���------�" ` �Sy � `` ` ' ! .�,� �-, � district standards must be obtained by the Contractor. �`. ��� p �` ��� � ,_. _ �� � � ` - ._.- -_. " � ,^� +� /� - � �� � `�� \ l�l.�' � ` `� �"` .."' "� � �"' '.�-�: I� 5. Safety i� the responsibility of the Contractor. The Engineer � � ' �� � y�� , ` � � � ' '`"" - � � �- � _ � I x -:�s,t.� ,��` ��� _,�- is not responsible for safety in, on, or about the project � � � � � � ;,,,� M;w,;.,�x,��`��;;;:�r����,;. -°'� --. .,.._, _,_._. --- �f site, nor for compliance by the appropriate party with any ` , 'f � 2 `�� �� ' � ,, }� `� ��i�"��'.���' x,� r'�'�"�„_' a �....�' r.�� � �' .�p:}4 �';r�'t �a�' E���«`'w"'�yn o re ulations retatin thereto. , ��{ x F,: ����.�°H�, . 9 9 � . , ,{=,�,� �� .�� ���fi`��, �� s �� � �.. � �,�R ��..a� �.j.s `l e� Pt hY \L, �' � ';�° �� �'� �� � ��� � PROPOSED STREET � -a ��� '"`" ,���'"�,`�"�'� ��: IMPROVEMENTS ' � ;���` ,�t�.:��;���, �A�;, ,��,*r � 6. The Contractor shafl provide all lights, signs, barricades, �T � � ��`'�� k����'��°'' " �� *z;"'�r � � � ,�`' �, �£.,n�. ,�.� � flagmen or other devices necessary to provide for public � � �i{ � ��+'� � R�'�'�d`y �� 6 '`' , a �1y �`` ` � r, `/ J'�� /� ,5���'i,!'����3�'� �� w 5�i^`�°�} �,ey, �$ry „` � safet in accordance with the current Manual on Uniform �� � ' � � � � � �`' '�y `��� ' ` �" ��'+��''��'Y���� � ���4 � $"� ;�' � � / � ,. a„ Frl� •? t x����5�,k " N{< y y. �;�'r �c °•?"YUri:'�; dry�+�;�at�tr �:''�.�.�,'r�!`p,.,t�:�'" +?"r,'�. 7 ° '"`` ;�r"�{t � � Y y .P" /' %� +"._ '7 �'�.¢ a•n �, i �,'���y w �t* ,t'y°>.�.:' �,'�xw� r�r:� a�' ,-t�--* ' ti s ,y�},w:.�s,sx,x^u rs,., k=' t } '� / s'.,�'a.,kt��s���A4y.Mf, �� i x� a.*.�,"s ow�.,r�'� �`":�.�. �` ' rz „',�+�,.. �,p�� , �'" ;4; h. e!'..rj��F,' �� i�-+ S �k� ,� r.r ? .�' ' �y,fiy�. ti Traffic Control Devices or as required , .; 4 � , , / �_ �,;. ,� � ��- \\ �, w S "li`4al,.A� ;�T, '�.;;��,Vwa. �,, z e'�E ^�,;`,�,/ �. `" � ,, r � `�";+r •�rt� w, �- �"� ' kw`� �rzt�"� .4v a.e��., � � ry' m ��,��A �1 �Y�`i CA Py,��'}'> �;�: �`y.f� r„�', i`:, y t, / _,� `, ,,�;.'�#°`,i,i: �s'�"��'��";�W,F��,�"`.���:4'^�;,,k'^'�.�.,t��'�°`*;z�'e,,c�,I s '* � �,y�i t�; �'� T ,�• "�y�j ��� r r -�.�:� ,�'�r {,1.,. `�` c' � 4 J �7 k.S�nW�' ,�',yo1 q„a 7 '8T';,� y ' � . " r� y�t �4,�, �� �x.n a r f��y �,F�, ,�r c � �-�, �'�° �s�ns,,�� r� f�. ,�t,���,���,.��,�. x` �, s�,�,' ...- 7. Contractor shall not sGale drawin s for co�struction ur oses. `. °` �"� - 3��`� �� `a �' '�' ��' ' '�''�°'T'` � �' "' "'�"'j``'"�-4'`��,� - ��� � +�'"` + ..�r ^'"h'�v*� ,�i'+C'�'�f�n�.` ,�y�v�rru.t.�;,�� t'�;,� t� � ai_'."':�%�.�srta ,r,�...i�{� , fx,i''}3�J , 9 P P �, ,• 4c�r_�,..�,�`«'y�,.r��if, `_+#'.•� ;,;�+:�,,, ..:i 'YN`��+ ,: ��"��<�'"��,�,��,.�' [.'�`��...,.,».`� '�+ y`r, ��.•,M; �-' � �c ��'�,.�'_�r�K1 "�'."w a;�:.d���rc�'„�, ''sy.°µ,_`j>'f.R„ ` ,63 �!,}� a.aq i'.,a.Y�iy'�• W�&�h�rq ,fr�}w,1�`;t�ti�*".; ,S f t / -r� ,s*�.,rs;4,��',?��,.,�, ' �µ�,r ,�r•�.a"f' ,,;�`;,���.<,,,r„`H.�+o,'�,�h� �. ��,w"�;�,'-:?�^;y� �:� �5 �k:,� . � An missin dimensions or discrepancies in plans, field �r �,., �"`"�` , � Y 9 . ` r'i�' •'��i �r'c,,A>q'1�2"r2�t:. 'eU��.,,rr;}S:Y,v.a�,,. ryrt '�dj:*x.r� h'�"c. ^��6 vey�•^���e�>�;.}Ay;,�r „���, M+w,.j S� R�F �,%n;t�,' . r,�. �.'°f� � 'Mti,i; ^{,�r +_' '�'t!#a'i. �'v,`�` r '�<, ;,'•F '` x$i M_ �',r"' +�i : �L� � 4�' .," �+k�M �,,,, i h �'++!� 't �',°a,, ,5�'� r�`a �'n"i �"';., R ` ,�L i.. yi / +'S ",r..��+�ei�> ,,y,y.,,�•��.t�qr�r!i"nw "�,�F�;:"�����.°+`��'{-,°i'.k`�h�, ""r d'`i `�'� ��"' �eie'L}`^,i 4{s�° .,�`52;y'a y,y.� :z� .. iy� stakin or hysical features shall be brought to the attention � � / n. ��`'��i �.t �; 1;� �d � :���,F, � .k ������., :�,�_,,.�;�:�,R�.��=��;t �"�tiFk���.-;;� �,u ;` �°t. �� - ---___�_ --- , ,� q '-. `;"L.;x �`+` D(t5T11dG � � ,{ ,'pa�;;r^x ''p.�y.°�y . i�,'�iT, t. � ,,r'�',�,�M�:,;r} � '+r r, ' }��jt i � � \ � / ^� � y. „��� �` .� iSr �'EL r,!.l$ �±"1,'�,�-D �� �r,i,�r n� y?�,d,° •k,�`t � ti �'���` �.... � of the En ineer. If Contractor proceeds with the work w�thout � f � �e��., , � � � � ' �n, � •'��� �` � ``., J� ;+atjr�}t�. �4.^'� +*�"w�"i-'4,��� :,m�.�'rrr�,'� F.-�.ro`�`"b'i v �jN,�3,YE �1..�?. .i,qi� ,Fyr��"i �'',rr.. " •at� {'�� / � , 9 .. � � ,. �,�,� + � ,�=�� ,��E;� � '�, � �:,�.��.,�;; Y����;�;���,�t,w,. ,°� �� r� � �;.� � � rv,i.y qµ"� ,,�e yt'�s ik.",��a%.1 1?,° �'6 i � ��'�• * �'S}, �t FZ�.b' �x �fy�,..:r "'"d,"�;. � � ` �4m x Ne�`�r�p��4 ` 3�.y� �... y`aYy R'�,�E��.,�..in.�a {e�. a��'�'y�>'�`�e,o-�F�r��'��.� ' �F notifying the Engineer, he does sa at his own risk. / . ,- , x ,\ . / � �'x�"'1 t��•'"1' '�'t" 6 :�,.,�.."�r.4��{;.* yki,Y' i '.�"�'� xE �}e`a� �u 'e.��T.�j t J+5 s y . ����« A r h. � � / qif �L" �p,"'".. °;�L� yr ' y.4', .t. ", h� �"'�� _ .1,l,�` 4r �� � Y i}�,i V rv t s �+d Y M � ?f4 1.. '�1�'"'�' A �. 1 r 4.'�; •t�"�,`�� •.�:,� "n.�,P ,ia � , �.l 7.v� .�� .�"4 �`+n ?.�', "� \ � / r"*�".�„g,5i,xp2,�t,r� ,�7e'�,< sT ,,r!�, ..y"µ, x3f` t,�^..'��5:��..'�� r'��`.�,ya'.:4 �^", "B�a.+. ' , .i.. 1 K , ..,, f,; �4 / � .,'� s p,�'r` ,�w.� >+ �<,i� a G`""'('�:.Yr�s ...t4 , �Y•. d'�vF»''i''a'` 'i Ayy,' . �A ^ .c . `�.�� � \ �� / / �`t�aq,�i�!� w;�t ;!�yk'� l.�F��r.�M1y �iY'��"���«�,�w�:,,:.i`< ,f � �,"' .,.�Yty�4t�'�k'i�:�%ia�.a�i�N'�' -r... "'i.,".�hFli�i"i,��r t.�� g�� ;x,��� .. � ` - 8. Observations of the work in progress and on-site visits are / / ;m;�`=�"��'` .: � �k � rx �F��.=�r'��;��. � � :�f�N�,�Yx����� µ �q' ,y�-��� ,,=�.��r Y"4=���- �� �• �, ` `g'' � '_'� � � S ,�i4d. `•"�,'T�,,,s.s{.:��aa; � T.�*��.f r�,k��'Jt�i'�'��,�*� �,w� -`�5'�?�ro aa'y}�.«.r�,.,�I,�u.',>":...,r�.i+r��t'".4,�i•,:s�� 4 y ,?.,. '.�<r�,��� ��`.. i � Ar` � �oa � �' � / �.tz'."i_£{` `i l+,x ,r����`(;»�.'�;si�"'�'„1. '� ''1"'"AC:cS' ^r,�.�,s ,..,u x�•3y,.��'`�, '�",�F°�,�- y r � c. �rt' 3,,,$ �L,r � :.�,_ : , � •� r�b�trfSe+ construed as a uarantee or warranty by the Engineer of _ ��� � � (� y. F. x, , . , '�3r t�,'� ,A,a "���t; �,.E�.' � �.�-,d t �, R;r y t,a �' �-s>... ;; �'t' r.„`, p � y, •�� r,�c�:%,F�*, F� n,ix w' dr 2 - �F c4 � , •t ,/ ,{, .f ° '"� #� h.G>W..�''-�' �..Pla' +�'�'L.�+ti:'•w�•,P`:,'„'�>9cr„'qa'�'�e.. _��w�yfiy a.� �,,,t_r,,i'i 'S� .R�+,�fr F..R� ° � � �Y �i rY�'C µF 6 t!/M4-�hh" ti�S�'Gat `i '��y ^1 F�f.�i f��,«., k•'e�x�,r- �"�t., a x i, c'`�''�����* r. 3.,l� a�(���,� - ',����+f� �`� t � �'b�''Vq, ' �{.t � y �q} ,Jn:�^;��„n" � ,�,, ,t � ..s RK.,, .a ;r�."�2,.• 5 �;,,.'W.. k�".• ,u, ;t� �, r f° �• • +�y i� Y / - �{k..Y P M1 � ryr c'9s^'T 1�k j'f'�^"aii`� I '4�°�F(hi v� '. � ,�F,� th'e��Co°ntractor s contractual responsibilities. � �`s�-- y� t, p � � '�;� ,� �z k� �� �',� , , , - • -_-__= THE MARK � {�-,;:� �''� ik� , �, . , ,,t��� ,;A`�,�;�� w-� ,--� �� � °�� ,:�,���r,�:°.�;,,t�„t., ��.�_,_ p,�;,,� ��,�� S �:;-r �r ��r' "Fm --s�-.--_ � � �,>�F .�z! },. r.{, �y,y`e �: A "� n.�•' i�.a ..Y` �1,''a,,: .�� ' � . t i�o tiL ..i��;u�,"?�WS^�'•� �n.MM,���}.,�5,�` b`.7,�.'`'�i�' ,< ri�{'+,+d.. �rw ^�`.;,t,7��• "� �r ,t "a ^e - „ � "'M`'��-� 5 ,�+ •r4d '�hr'�A +�ly " �;y �'1."'� � % _ � ��`' ,<<D' �2 ,+f?`��t'{r""'j4n%�>�,;,'� �s�,.�;jR��,�, :<,: � �'1:,,B�,"'a;j.;�^'!- Y,�- �..'�.,��;1,�`+'b�r§'�'�p'�°r ,xA�"�} °'e y�`"•'^w� ,Yr`p��'?. R�,'� �...�^--^"'..'....� � �;,r a � �" ;°.o-" ,�' ..,.3 _a:. , y�t.'�°, �� , t� t '" � 4`�'"'-� �l'••= '� [„9y � a.r:,,, ,�;' � . �. �a'�1�i'"�iw �a�r`�r��;,7 - � .�¢ ..4.;•-r.��t',,�^".,�,�' ?�%,,��`tn�^�.3�`, ay� ;�`,'w^�iy, �<d"'" a��� �.'t �: Y,t''^ - .T ',E �' � '1. a*.f .�Si'4 ��� "�,YF` � t� ,�x`i•'' v, d . e .y'�s.b�' f .,.,.�,, '"FT � c. `t�� .}<m ,,. ,�'; �'.r� .�, ,s �4 w +. � •,y ��r:, t.a<�,+�_+��eS'�*, 1f�.p ,�� , � "y `'� '� , ' i. :�5. c: .�.t 1� a9:,,,Y�; e�'�a ~a V ^ ' `_,�,, ` �.� � !'s..�.. �.'k,J, y.'tbni.."r T Y t� Tr+���'w'� 1, wn..��'+'t '�.n��. ,z1'- !°.A• ` s is to be ,k F,,.�r;.,��, .,,;,�;� ���� �}--� ',,a ,�� ��.-y r.�. ,, ,.* �:�:r 9. �indl r�din shown is finish rade Sub rade in landsca ed area / p a � t,' ,,�,�,> �,�� �6 �;� ,�r,. n �,«��.,r..r,. .��, �,�.< � .�. ,.��;:��,�� v�r �,r�i., , � -r��, '��� ,,;� � � r.�j� �.� � _.�,, ��,� .�a .� �, � ,�; ���"r:. �,� ��r . e ' , -9 9 9 9 P , •`,, �, �� ~� � °t� a` , 'y;� :•�i �s. ;t �r" +.�t �.. rt" �^,M.�, �p .�>'��„��t r� �t,z.:. a ,4r i �, . ���a .n ,��eku �F �,Yi' k�S. ! �`e. r �r� � n / ''�t'� �..h� c i� � - , .+.. +� �t'r�,u �.•Wnb.,,�, Y�r,;;�,«., ����.R+,.*t•d,�l�:,,`;���.',i f. ��,',a.n,e t "�'.'���';' � ,�;:,� � ,c i} '�f-;J +`e� .`t rt / J ;;,a� '� �4� r,'!�+ .i' e t'�:,e...,>�w,,��^ „f"�' ,,'#p,��at �k9�; a: ,:1��1. �r±ri;s l, r� d!4f'.�� "s`�,r4�= l, tsY ��w ,�E" . �t � ��� cc�n" tructed 6 lower or er landsca e lans to Ilow for ��Rx � ' �.�J , �t � � a,,y�"K `�, t`"t:�.���.�¢';��.:�„5h•�,r,a -ms�i`4Ya-�. .'M;� :'��G`2 �'k;` �4'+�„�� r+s? .t v�.vt � �.� . e p p p > a , � ,�� �f�r ;��. ���, �_� 4 � :��� .� � �.s�.�. �,= ��. �.�:.. ����.-tt�=�� �:� � � �4 e� � ,� � _ „�� w ��; _ ,,�i=�h,; �,� � ��,,,,,w,,°��•��,,,, � � .k '� � � ��<� ^„i� �' e� ? s+' '4n�'� 's�:�F,�.:`A� ,^e�; ' �i' � �•..�1, 4�:,� r,? _��+ .�t5. ���si��`, ��au � .e: � ,,�, '.s��,��,A - 'A; f`� � . ti r^ �k ,1� hi rv § Yu.,`d;t.i,4�" x� .� "'.�1'� ..SLCw',"`�,`� »� rr <j�,'fi'.l 'rv.��,.�+;� �"t+�tt� _ 'a' _ / laceme t of to soil. i / �,.�� f �°�= �k�. .r`-��c� � „�r � �� -�p2,,y �- .�� a.��.�.<<,�`���-�,� -x,.� tf-�yf,:._..� �; :�..,�._ ::3,. >. , � '•� n p � -'r'S` E,a. tk'f<,•i'4'.� y. � r �`�� rs�� '5,'k£�.e '��-r '�y,.�r �t d»+Y^n .r' �` ry ,,.�t1�.�x' ','G,J '.a; - P r!m i :r ����.7+� �11' a�.��'�f ,l= ,v�r 9 i`$�"�, ,yp �' p _Y 'y� ,�!'s.tf�r^f, y 4! .,4.! ��,}� �q ��>�d�'yi,���L�r'�s''Cr u ' � � y�,,r,., .J�' Y 1. " ,,: �+. ,�; - � ��s" � �;� r 7 � 'f �i' �+ ��T i k" °L'�.e. �� ti � F„z" � �., _ ., p , _ �, / ^� , 'b,4« �e'� ...�,�' .��,a.4Y,��� ,F P,��, i� n `�"j,v.�d rY..'t��A �" }J`� �{ � ..�s- ;Zr�,d+♦ `',.5.��,��r.r� i. `„Y' �Fr.. i � 1 /� � -vx.,;n,. ,t,��,rv,,. �r� �z�:�,-��,, t.�_,.-���(', r�.��,,S� ,,�.A wid ,�. .r;Ke,; ,#.�.;_ .��' , �},.r �` �� a� ;'�', � ,r:"`5`"t,�� �r� "��,i_ ' ,,�," 3��,-n'iA-v �o„ a dt, i���.y;ye s,�'",,' � "��_��� � � � -�, r' c �3����`k 'r � � `.�,a� - ,z'g" /,,�>.x,,�� �Y baa+i ,?�.p�ti}""�y' ' Az-+ - `_ ,- >�; +' � � �'n,h a '�Y ^"�`.J,s: o`+(Y'.' 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Provide dewate in for round wate encou t d ��r ; �, �� , ( � �r y =��, ; � . r 1 y:.�., ,.�„ ,,x,, ��:r, � �. ..�. ,,ac ��,r�� ti,T,, .,�s �,,.; ,,, ' .ARr ..�m�.;#��A..�,.� � r. ��� ���•.�H���� � , 9 9 9 ,`,�. < � ��.� ,��" a, g�'�n�.rFr,i`' , -;�"':� w„° e.,�Yy.�� '�"'„�a±.���, a ,�,� t.� `,,tv� , �d=��.ax,,:.,_, ,x �F° � � : y, ��s.z, �. °'i' .yt;,,-�y'j,•,yc.,,'•, ,� ,f,. s�.,.o�;' ,ti�r",$�;'v"?' ���fi.,- � m�-duS;Y,.U.s� -f'�� ,t�l"'E�''°� '``�K? -�*> ^'a �'k.w. �. - ".r` / '�^r t•, � 1'�»�. "� ,'i' S� r I '•S � a �1�; -,i� '�� :.��` •,;i.MWK d'kr ���� +7«.,5. .9. 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G� GF'vUtiR lzYi.t l �'i (�� !�� � �,�`t-ar � -`- ���.�„1 U �r'-% _ . _.___' _ ,�.c� 1 ENTFttI�ECC f.ri'�a,;`.• , _ F:f 7 5 �' � ' V" � , � ''`� 1 f .. 3109 � �� - -_ ` -- - - --- "__ - _ � a M � f � � � � '31f/5 �' ! � � � q� t"l��l�t��r�'� '��'; �� ,� SEWER MANHOLE ''.� _---- -- ,\ ' - , � � � a f r�' �� � �_ _ SEWER MANHOLE � � � ;� �--, ��,,�t' �- MEAS INVERT EL = 8090.6 \ � `� , { ���� ; ��...E--��`; MEAS RIM = 81Q1 2 � -� �� c�-' �.� � -.-_ __ _-- --- _ � MEAS RIMERT 8101 08091.8 , �-- ' � ' � _ __.._..�._._ �.,- .�, �.�.,,,� � .._..-- � ._, `� � if� � __..------ � � r -��'���� � �'`�-- ` �. � _....-------' �.....---•„"" � �., �" _..�-- � � — 131 a1 2_��-" � �r��i rp t H g .� t . �, y � , _ ---�_ � . ` � � ._--------- n,�p T� R�t' w ._.. -- _ ------ , � v� F'�3 P�hd � CAJ' ; l � "'""'----- �.d£iJT �xsn� "� _..._ _ .= �looa ____ ----^- ai� a � t_S. � �66�'6 4 .,..-------�- UiC�.�Tt �t�SC ...�''� .._- ..._ , � , ,' (54��07'�5'E `� 3� TC CRra ) � E ._--••--°-" l�+l ' a �' —~■��--r � �- �'� BFNCFi fDGE ASPFiALT PATH�r1101 � jr,_ _�..- --^' ' �_ _r � ' �� .�..-.._..-'�" r,�......+� �. � � �! 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" PROPERTY ,_... —'r ' -"�~� '; , , __�__.---------- � � . ` � . ;,�� .�.- ._------___�_,_.,. .�_--,----°`_.�... ,► , FL_6'DRAirl-�-8�4?,-t3 ._._..,_,_.,._,_.----�.�._.� . �� , � `� ,,,,�...�-�-' '� _,.�-�------"''`- .�.��,�,��� � ��_w_._.�. --'-=� �ISTALL 3'x �x �' '., . �Qi'�$ , : — ,. , �` - � "'�" -�-- ' "-- �°`� `` � ---- �R1P-RAP__ _ ._ ' -- _ � �, , . � �__ -- - — - ------ - �,;�-°, __ � ��'.i�Ti����� ��_.�--=sloo =--------------_��----- -- _ ______ -- ___ _.._ __ - - -- �- � SUB--DRAIN NOTES: , . w� � ,..,�. +° f" � '����;_'`-__.�=--=-�-=--r:_� "" y� __��� _�--�------_ �_ ___ �_ .____ _�_ - - '_ ' _. -__ _~___ " . , � i �"""..�"' /� fl���'' __- � __ _� ._ __ _-_ _- '' `_ __ .___-__ __ _�____ _------- _ " ____ -y- ' '-- `_ » � _ - ___.-___ l „� ' . ��� / ----N- � - - __ -- __� - _ _ -- �--- - � -- - ------ -- -- -- + � � -- , --_ � � - - -- - � ,- �� --- ALL SUB—DRAIN SH ALL BE 6 PVC SCHEDULE 40 � g�o�� - e�o�.o -- -� ��" ' ��sriw. �'x �x a• , -- -- `' .� _ _- � ' �__ _-- -- -- °" " -- __ --. --- --- - -- --- --- ------------------ - .. ___ _ . _ _-- �_�_ __ �- � _ _ � ,� PoP-R,4P '"� ' - - _ . . --- _ - - _ �__ - -______------ - - --- . ' ------- _ _.___�__ _ - _ _ - , , ,,� ,;.�' , __ ___ _ 8090 _ __ _ _ PERFORATED PIPE (OR APPROVED EQUAL) EXCEPT ' � f�� s�oo ,-, _ - ,,, . �-, _ _ _ _ . - _ -` ^ / ,.-- - :�� �-- - , " -�_-�-. �. ;--�- - -��_� --- �- - - _ - - - _�V� _ V`-^`_�_-- -_ ;; -,_ _--__� - _ -� AS SHOWN ON THIS PLAN. DOWNSTREAM OF CLAY � ;�� . , . , , \ ,�'� ;�r , A " . - - _y -- ,- ., - _, " _ - -- _ , ,-_______ -- -_ _ - _-_- -___ _ _ __ -_--4,._ - - -_ � _-- - - - '_ CHECK DAMS SUB—QRAIN SHALL BE 6" PVC ; ` � � � -,; - ,' ��;�' ". ,.--��" - � ; - r_ - __ =_-=--�_ -_- - " __ - ----------_________________ � _ ___� _ - _ - _ - �_ SCHEDULE 40 (4R APPROVED EQUAL) . ' ' I �� `4 , � f �' ,,-�'� - � --- - � � "`--------�� � . � � � NON—PERFORATED PIPE. � . , ,I . ., '. , __�_ - -- �� , - . , � � ___ _ - $o$o - �� ---_.._ _� , , � , .� _,� . _ �� � , ` , , , , , __ _ CONNECT TO ANY EXISTING SUB—DRAIN ENCOUNTERED _� ,, , � ,, ,� ,��� `'�., � %l,�'����` �" "� "� .-�'�� � �`;� , DURING CONSTRUCTION. ALL EXISTING SUB—DRAINS ; � ' --'� � ��„� �-. �f;'� �'� -' ' f�'�.- '�� TO REMAIN � � "� � �` ``-' -8090- �--- - __ - •� , � ; , � . � , ' ;� � � � P i • � � �� ,�' ,' , , � ,� pP.���EG`S'� i `'�J � , , ' '�• •• � { ___,_--_ ' : \\'�t -� � ,, � �. �: . ��----___ �'---' , ,� ,,-' , ALL UND —SLAB DRAIN PIPE SHALL BE 4" PVC �°� �'°�'��' � i __.,�--.--- .,,.- , , ,, � , -.------ --� ---�------------ --- -- �.-r'' ' � ,�� , SCHEDULE 40 PERFORATED PIPE � 316 , � � � � ' �```°--�---_..� _�;--.-°.-.�..--"" � -% , (OR APPRO�IED EQU AL) ��_•. � ` -- �--�--- __ ----.--�------� ---� -� .-� s ....• N�,� l I D� - -- -_____ _ _ ________ _ ,, .'�' , . S��NA�E --_` ., ,' , ---..___._____�_ - __�� ,' � ; - __ ,,.- . , SUB—DRAIN AND UNDER SLAB DRAIN SHALL HAVE � + i`, , ESIGNED: TG i _ _ _ � A MINIMUM GRADE OF 1 �. j '8o DR AWN: TG � __-- 8� . ` � � REVIE4VED: JE , , / � �-' - -� t � , � ,,. __ � , PLC JOB�: 809 ; , ' D WG #: ,, �.f , . , . 1 .. , _ ' -----��`� DATE: 2/18/00 , • 3 + � � i p _ , � - ' SHEET f . � � - . � . � �� � � _�_� , - � , , . . , ,f _ _ _ - - - - - - - - - _ •,�, - \ - _• . �` ,� , ` � � �'`^, �� � r � . i . . `� � � ' , i � ; � I , � , r r t0 I� � tLS!D , � � GRAPHIC SCALE � • �o ' , , ` 1 � • ? Z d'U � _ 1 1 20 � �0 20 40 � N �� E - � �� � � � x> F " - ��+.��� r� r � � � � IN FEI,"P � �,�� J � �� r.t` :� ,� � , ",., � ,� , 1 � i inch = 20 f� 't z z ° , : . .� , � y . ,:�: o Z � , ifr� � � � .'�� � � � , � � 'd'� y " ti,1_ S ',, •` ( ,`\�,�,�� � '�Qz � �Z i .... ,� � � ti� i� - ` p J U cD O r �� '1 I ,� - �� f`�j � . ;y ,`� ; i ��,� � � �W W �p - ; r i t � , � � ,.,�„ y ,� �\ "� ' d, � rn.- , , t ` � � � ��e � `'�. .. �� � � � I'`� , ` � • � . .. .. - � ��\� �� ' , � �'' ! ���" ��. �,�q9- - , , ��1� ~�. ~�� =�... , � ' ', � � �.,,�� ~"ti., �' , ; , � ' �� ,���_ _ e � , p OL _--- � °"�..� --' � , ' �,; � N8 pAT Q p _ �� ,, _ _ � ', ' 6�Pl�C PERF. SUB—DR,41N (TYP) � � ---.�_ _ .------_°`" °'`�� � � � r'� l f �o-r � � �; _.._— ---� --_ - r` �``� i � ---- -w.____�---- �- _—._._.__ �-- , � , � � ,, ` �—�`"' 4 � � ` � \ I 1 T�dF�11�,8.�g1'2_ � g _ - �. � , � - 1 ' ��� � . I` ' �� ; � - ; ` _ Y 81�� ���,�_ I .. _'_�- �~�y � cK�t<��4�; Er1G: t.'' ,A.SI�1i�4T v t � � •' � ' � !�` � „_ — � � ` ` �`� � � � � POOI =- o �\ 1 � _� FL�114.0�- �..114 ° � '�' � � � � , t ' � � � ,I�- o �,..- --=� � ` ��'�� � t � � - 8� � � � f_ �� �_ � � �'��� .,` � � � . . ?8 � � ��� „_..,_ '� '`h. � � . � ._--- ..._-- � � . � � � FFE�11S OU'i1JAlE GF �I nc'�, .�+ 1 � , � LOV�R GARA(� � . , / . - �� � 'TOF�11�,6 � 112� � ^ ' �,�, ' ❑ � ', , � • e�?�_ ; , �- � � FFE�114 � � � �'� f � � � .} , � ,, o � II� , , . � :� .� _ o a �� � , . � � ' UGHT FL�113.0 '�0`�`�--' --�� F�FE�114 C06�INEC?10�"J TO � � I� � ` . ; �s114 �/ LOI�dER G/IRAG� � I �I ��.'`,� �� � � , ., DRAIN e�� i � , � _ �OUlUNE OF . , � 112� -.—,"",__� � % � � + _ / � ' LOWER OARA� , .----- ____�-�~' --J '` so � i ' . � ,'� � � t� , o 'c�, � ` %� � � � . , " , � (q� � . , -- _8 � ; - ,- � ^ _ , � . 1 i � �, �.. o � 'o `-�iJ 4` � � ,� ` `"•, �, , 2Q� � , '�e� � m _.,1._ --- f' ,I f � - - 1'` ,y;\ �'� ,� � � _s�i8 � . _ _ .�8 � TQF 111.4�, � ' I` , �� ' �� ti'` �,� _ � , ` . . �� � � . �l _ _ , s ` �, c,�,T A�t; CLCS c)e' .-_,=rAL7 l! � , , - ��, - ` _ ' - ' � l . .. - _ `'�.,,�,,,,--`��° ;-'/ . , $116 y , ` . l � ""'_ _ _ __ � . - _ `� �i� `r- - - -- - - _flilh ��`^,,.. _ � � � �. \� �--'_ / �l ' � `� """'r �----' � - -..� //y' � 8114 - -- ' � � � , � � � -- +_ ^ ` ' ` �, m �.°'o�.s � — � � , � � � � � s»2_ _- - . � ------ � _ � . -- , � /.�� � �' ❑ Q �' i � C� Lll . ,� C � � , �, , � � , , - , � � . �� _ ' ` SEE SHEET S2.11 FOR r ���, � ' , t , ; � e � ' { J � . TOP OF CONCRE�E/ � � , t ��.. cor�r�CnoN To ' ` '� I ', � � LOYkER CA.RAGE ;` TOP FOOTER ELEVAl10NS � �, ; � ' DR/41N - ❑ �° `' ' , ' � ' TtiNN15 COt�R�' ' 1 � � , 1 � , ' - - � � 1 � S � o � � �! j , ti � � , � � � � o � �� t � �' � Fl.ID10�: . 0 ►�_� o , , . , . � t �° ' ' } � � � , � ` t] � �� � � � �` ' � , � � 1 � � ` � ' ""'`- � , � �i � �� s � �] , � � ' , � , � , � ' � ` ' a ' � - � �`� , .� . � �._ ....--� > � 4 � � ` '�' � ' •--- -""' i t __--- \ ` r.- "_" � l t � \\`\ � --� �_ ���,.�- � " � `''� � � I - - - �, � � , _ � , ____�_ _ _, ,� _._— � , �- , ,� � , � . � � . �� �. - ----_ , �, _ -----8110- , '' � ,� , t ��` � , ` � _ -. _ . , � � EXISTING STR�CTU _` _ `__ _ 1_ __ __ � - 'j; , � � , �� r � _ � o � � ;f �� �� ' �, � . . / - i� �` � �_ _ �'" 4 r � + �� —_._.�-----"'`--- + — """ T ^ _ _-__-_- - -� - -_..._ ��`r PROPERTY LINE .r -- � ti � � ___- - - , r " l _ -� `_ , ,` � �� --- �-' _ -- - __ --__ -s ., �� �, �- ; ,_,� f:�; �__. _ �.___ ,�-- -- --- --- - ` �_ ___- . _ ___-___--^_ _ _ ___--__.__. ,�, - --_--___ .`\ SUB—DRAI(V NOTES: � ' I � _ ___ \ rr .w�+' .� � 'r_____ - �_ Y•��� ^,t _ _....-�. -_ _ ___ } _ 4 ' i L_- - - --- - � . _ , , ' °' ' _ �_` -�_.�.------ 00 -___------{a- -------------, _ __ _ -- _ _ � - - .-- r"'; ' _, _ _ - ---= _�=�=----____`___________ g1 _ - _. _ , --,- -- . -- , " __------ ____- _ ` �-- . _ » -, --� - � - � -_�_� ALL SU� DRAIN SHALL BE 6 PVC SCHEDULE 40 � � � a _,�•__ , . " � �" "' � _ _ - _ -- _ _ - - _ _ _ , - - _ .__. _ _ _ -_ � - - - PERFORATED PIPE (OR APPROVED EQUAL) EXCEPT , � , � ,.- ' - ., ___ - - - - � _ - --------------------- ------ _ - - , - - ' � � s � � - - - � " -- � � �- "� - -- - - - -- �- -------- � � -�- - �� - - - � AS SHOUVN ON THIS PLAN. DOWNSTREAM OF CLAY . ,- / � , � `� � ` . �,.E�, � ,,- - ---- 8090 ' � _ - " - -- -�. - - .__ ��-^- ----__ _ �- -- - $�oo � - � - .�-.., ,z�� -- ,�� , - . ,- _ . � _ - _ _ -- ___ CHECK DAMS SUB—DRAIN SHALL BE 6" PVC , - � ^ . _ _ - _ __� _ _ . - - __ _ � _ - __ � %� �� - - _ � �,�_, - -� ._ - _ - � - - _ � , _ _ � - _ -- ry SCHEDULE 40 (OR APPROVED EQUAL) , ,` ,,___ � , __ - . : - - - - � - . . � ' ' � � _ � ^ NON—PERFORATED PIP � i � �, � � ' _' ' ^ � — —_—. — __„—__ ` -_ ` • � � . - _ � ' --'"-'------'-- ^ � " i � ��� _ - ^ � � ' � " -- - ��y�r ,- � � �- - _ aa� �� � '��� , �- _ � � � CONNECT TO ANY EXISTING SU�—DRAIN ENCOU�lTEREQ o�;P�:�s''�� , � 8 _ __ �'� ,_'�,,��' - � -r--"^" � --.___.�__,. DURING CONSTRUCTIQN. ALL EXIST(NG SUB—DRAINS ��' ���`� � �, ,� , �' -- I ; , � ,, � , TO R EM Af N. ., 31 . � _ ,�` ' , , . , � ! /� r Q�� � ''' _ `\�� ____ ��''1 ' �/ . �� _ ` � •� �� d ' S �_ � ���,;;----�aogo--l�" -~ _ -- �,, �,-�`,; - , ;� ' ALL U ER—SLAB DRAIN PlPE SHALL BE 4" PVC S��NA�E � _� _o� ; . -_.____ , 7 .� , , - -..�' J � ', _ Jy ,,,,:- , , ,, SCHEDUL 40 PERFORATE PI ' -- - ---- - - - :`=`--�---- .� -_--�-��" ---- - � ��/ _ - - - OR APPROVED EQUAL) D IGNED: rc . __ � _- � � . / DRAWi�i• TG ' `�..'.�,-_ , `_.._,--.._.__�____ --___-�--�_ =�" _ ' " REVIEINED: �E , , � ~ " '� -` __- --- `_' _ __-_ -_ �- ��// �' , , " SUB—DRAIN AND UNDER SLAB DRAIN SHALL HAVE PLC JOB#: sos -- --- ---- - -___ - � � -- A MIN{MUM GRADE OF 1 �. _ � - .- awc #: . _ , _ � ._ � _ DATE: 2/1�/00 - w µ � S �� , � 8�a� " / � .i ,,. _ � ��� � SHEET � ,-� - _ . . , _ � _ ; -------- , . ` . � � '� , , ; , . , ' � � � ,t , � ` A � ' -.---� . ,-. _ -,- T. 1�,,,, -.. -�-_-_�. _ _ ..- ..---.�. ..--•�- _ _ _. _. �.--, � ,,..s .,.,,, _._._�-,.-.--�-.-_- ,-.,�. ,..- ..._-..-. ��� + '�. . ,. � '' _ . � � .� , , -..-._ ' . . , �� �_ ` . °� . , . ' ; ���� � . � � ` , � � +" � _ �� � r � � v . r � � � . ' � o � _ ' ` � � . " � . �� ��� � � � � � �� _ � � �� � � � - t - �� f � � � � � � � . � � '� � � � , � . � > > �.� � �� �`: ,1 , � , _ ' . ' ' - _ . , ' ,� : �� ` , , � - � ' ' . GRAPHI� SCALE �_ r _ � � , �z z �° &a y � . , - , , "' ' � .. ' t -� ` . � ' �. r ia, a s �o - 20� ' , , , , , so • , - o..; � � � . " ` � , :� � - Z Z x� � , ' , ° _ - � � � � . ',;: 4Q � a - � , ' ; ' , , ( W FEET � , -� w �o ��i e .�� - � . - , � � �RA Dll�G A ND DRA lNA GE N 0 TES � - � , _ . , . � ��h a �o t� ; . � r, z W , o � � - ` � . � ' , � , � - . - � � � � � ` - � - `f�� '` � z � ��� . . , . � . - � , � , � - � , ; . f� v W o � , �� �+� d ��`` � . } , �" y , 1., GRADES SHOWN ARE FINAL GRADE / FiN1SH SURFACE � . � � � ` - , � , � � _` rt _� :z > �`^ -„ � , E , _ � � _ °*�g U �o � � , � _ ' �� ��M1` � � ` . ' 2. THE CONTRACTOR SHALL F�ROVIDE ALL NECESSdRY TEMPORARY AND PERMANENT Ef�OSION CC�NTROL MEAS RES ' � ' , r � � , � A ����''Q a Qo - ' TO PREVENT RUNOFF AND/OR CONTAMINATION OF ADJACENT PROPERTlES AND GORE CREEK. � � _ ' ' a a m° �a, .� � � _, ' , � - � , � � � � , � �,. r _ - 3. , �LL AREAS (�1STURBED BY CONSTRUCTION MU�1' BE REVEGETATED ACCORDING TO THE TQWN OF VAIL , ' � r , _ � � _ � �:-- ' , _ ,r- ' , � '" � " � `DEVELOPMENT STANDARDS. -i �r ` � ` w � , " • - � ° � i � j � V � � - . - .�. , . ._ r'Y ' � � � • t „ ; , , 4. `CONTRACTOR SHALL PROVIDE FOR ADEQUATE �DUST CONTROL AT ALL T1MES, AND DURING ALL PHASES OF E � - . � PROJECT ' J � �" � _ • � � , � - - , _ , , .. �,{ _ - - : : � . _ ._ � , � � . . _ , � a �} , + ( - f ti ' I_ r"'� _ I P__ ` ^ .✓,- ' � � , ` � � �E y f w.. .�*4°"' n .. r � �yy� . y •.r w� ' • � , � r � � � � - � � � � o �s< < �m . . _ � .� _ _ � , , o .� z �. k ' i a �', EX�STING ELEC. MH , a , �,.,, O �- "'` EXISTING STORM SEWER - E° M _ , . EXISTING CURB GUTTE RiK�t�� = 8122.5 . � �' � � � , �''�` U � '" , , � .. p�'' EAS INV = 8119.� �. � _ , � �_ , � . ...�"' ' \�� �r , � ~� i !► i � � . , � � C� ' � � � ; , , , .� � EXISTING , ,, � , . a - , � � � Z , , � �_ � � - . � � �. - � ��� M i � � � �� � . • ' \ � �•. OP ��•� ' �,'�'�" � � �`_ � � � . � ���.`:� - , � � � o a �a' - . , � . ' � � ___.-�' � � � \ �3 � � ' � \/ M �� �-� , . . � � 4y12� { �; �,�° -i � EoP ��-� , � . , S,`r U � - ' � � � n � 1.86 , ` I � ' � � `� ' � , � ri 2 � , _ , 1 � � � �21.76 PROPOSED EDGE , O W , r � . • � 1 � t �D � \ OF ASPHALT � ' , ' � � � � � � MATCH GRADE OF Q � ' R -.�--�`W � i T �1 \ 1 EXISTING ASPHALI � ; , ; ^_� I � 1t 1 � 3 EOP �Ex� , , � , � � � , N . M _�_, .� �.8 � o Q a �� ,� . . , �� m �^ �+, .2 c _ , , �� - . r � � ,12� �- � � U W ,- f. ° • � , , 8_- ,. � � : ;_ - I EXSTiNG FENCE TO BE � , -'� � 1 � � . �` _ t �� J � � � ' � : � REMOVED AND RELOCATED _ ` - �.--:'' _ � m2�• . ..�,. , � _ �. f. ' � - ' ' 4 � ,�,,�-'� >� f _.- g1, �. �2 _ - " � EXiST1NG EDGE OF ASPNALT = . , � �"" . j " ► _ . �.� _- __�� - � , � , - � ` ° � ' � . ; °� � - ` < < � - �- � ,� , r, _, $ -- 2 `. � , . � ,^ . W , ; . , ,� , - � ___ , ._ -- `� , � � - � � f . � j � �. � �' ' ' ' �� ' ' ZZ• O 9 � �.r.., � � , � , - � � `� 118.5 , _ � N f / o / i � �r- , � , ' ' � � � ,� i �> , J � . , � � � , ' , . , ,�. - , � _ 0 8 � ?, . , , a � � ,� , - ' �`. ' .�' o ,� f� � 25 p � o � s F1 " , � .�,� _ . ` , , �`.,� r ,�^,r ' - ��..`�8� i � � !� � •� ` � � � -'�R� , _ � . . � ` , � ' --` 26' ! � � / �� � ,11 C"'� M '2 � - , � ; , , �� f � "' ' 27:� .0'�' � 8.80� , � , , ' ��\ ' i / ,' f� . ` � � 123.� � , \ " , � � � 3.0 .� � , �8.20 � � . � . � � t `� ; ' �� ,'i�1 �;� � 127 _ .� �, e.s2 � , _ , . � �. ' t , � �`�\ � �!^ Y � 8 �.,.u. ..�r r..r � � � ' , ' 'p \ 4i� . � .. . -T1 � r ` �..� --� i �-� � ` ` � ` t i \� `�, � /� �, -�' l^ � 23 � r"' --= - .-� �� '�=' ` ` \,- � r�,W, � � � '!! �.r "�� O ��� " �'t � 1 � . �� �� _ -, l - � t , , „ � � -�.�`` `�.� �` ��� C.,� . . � �'1�� ' TE E�� 'j.i..� � �_ r , .e` , � , � _ . `�,�r2� - . �� � a� ,� ..- � � 1 ____.__--- 0 12 0 �°�, HEA-� CONCR ,� �j� , � , .� _ r � -;�� � � � , � _ , ��� �. - � b � ����� � � �� � � � A+�� �� � � .. � ' ' ....�--�__�� �;� � ' i � � . , , ,° , _ � � •�� � �` e�►���� � ''� �� Cp U�PPEP KING GARA � � , � , - '� , �i'�:V�3lON� � � � . t � . . �, �� - � , 12 �_�_______�, �'y �E" ts� s� �� � � � � INSTALL SS MANHOLE _ - ' . � ` �^ ' y . , i ��\ ` -�- �f' --_..."_ 23.75 3.25 12�4 O � ' � � 3% � FL fN f,�" S B,DI�aIN - ,98. � - � y�l'? , � t , � 1� � F�• �' � � � , � FL IN �2� . RFACE Y'DRA1N � � . -,22 � � , ` �� - � � � �'" Q , � � �_- - .F.1�o% r y _ - , � � . 81 �� --' i� � � i �� _'" .,," .-- � � � F�., �U�� �2� -- ��.2� � �� � � , ��""�. , �a _ ��� �l� ��� . �6.0� � � .,..�� � �'� ��' i � � , _ v i � , - ��� � �,. �� ' �U 12�4 1 � � I sg EOP �EX.� � � � � , �� � , �` " -� � � x- ��`'�. - ��/ /� �� , / �' a � � � U ` INSTALL 8' WIDE HEfI'TED ° ` - ' ��'; ._ - � " _ ` ; ', �`,� `. ,�;�� ,,' C7 .50 ,' ; �,�' Q ; �s.22 � PAVES°toN� w�x a�ic�os�ro � ' � � - ' '� �t� � _ � ° �+� , � �, `� - � SEE MECHANICAL PLANS � , �` � + _ ' 4 r�-���Ha. � r _ � � + r" - � ��..,. �D' - � _ - `�`�.. �.. ���,, .. � ��� ��' � � •� � ? FOR SUBDRAIN OUTLET 123. ,' �� ` _ � i . _ . , .+ , ���+ � . .s � _ ' - , � , , { � �- _� i� ExtSTtn�c A ;: . , � '-` ` 4 /� ,�' ' �z -_ s9 �, , �_ �`` F-- ,' , � ��, t . , . � 4� - y � _ ` ,` � _ �� � � '�-_ ''----- , ., � y 123 � _ , � --__, - , �• - - , �� �--� ' , i r .��1 � `��''`^`^ �,`` / v ��• ► t \,` `� -..�,.,,,�,� . .. .�"y'' 4 � � c , k' ' �1-� `_` `-\-, , �,�`� a122 `` ' � ��, -_�_� ,, -----,\� ---'�" �' `` 8116 � .�' , � � ' - � r -. �,__ �_ � , , p►.._----�� �' , • "�_ _ _ , - ; ; � . � � � - ~�`�,� �`--. / ,. .' cu�. � 6.5 ;, - ''��_____ � >- �. � ��.a2 ' ` ° , .' , � -.� , � _8.t1.9�_ -�-- '',, EX -EOP oo RE � �, ` 4 �j _ ' __�-_____- - . ,`� � �► 'sr `�5< ` , `� `"�"^`,` ` `` ��" \�'.\ / /�// ��� .IJJ , • ' O 1 . `� � $'�-..'"'�"S�1'��l,V . ��� .�1���.,��F � . 1 ' _ _ � � � � � J � , � 6' O: �� ca �� _ , �., _ � � � �� �- ---• � � � � m � _ �1t.��: ', f ,r, ' , ' O , � �- � , . -- � 1 � , � 316 ' � � � � r � � _�'o ' � - ` � ~`�� e �' INSTALL 2'x8' �NLET BOX � o ,p , � ` � ' - :� - % , � � �� N � a.. � , y �-2.9�123.5' 123.9 �, � : �, � Q , _.�-- ----- �:�-. • ,- `- ___ ' W/ 2'x2' CAST IRONGRATE 67' • � �-� � �� _ �s••......•o,�� . �- � � �� �_ 12�� 123. K .�, � �� S�ONAI FN � i �,, , � N �.� `,� ��� FL OUT =8107.3 123•4� 2.2%� - ,1 , � � . . . , �c� � �� � o : , �� ���, ~�- TOP GRATE - 8115.0' � . _ ` ' . `, ' ; , �� ' TG , �_., � ; ESrGNED: � , , � � �,1 •�\ \ � ` � � __---- - _ ` �� ° , z � �� , ` DRAWN: , TG � � � ` � _---__ � • , �`, �, � ��'�� �,t ., � � REVIEWED: , JE F . � � � � ` � � 126.6 12 27.4� ,, � � , r,, � � �, . �°�� i � ��, PLC� JOB#: 809 �'F° � � ,� , � � �� � � �• � � � - ', � j � DWG �: - �,a � ' ` � " � � � � i -!�4 �T o . `, ', � � - _ DATE: 2/1$/00 �, � . , . � � � �2 l �� � � �.�� ' � , ti � � , . � � , � ` - i � � r (�' � �� ', � f ' , �_ � � _ , � ,, _ ,, , � 25,�!� t � , � � � , _ �, � � fi ` .�SHEET � �. � � , £'_ _ y b - � � II 124.4� , _ � � . '��� , , . i �,F. ., -x ` `� ``� � .5 G� , _ �. : � � �� ,.' ` � 1 � , _ �.'�' ` - C� 4.0 . � ' r �� 1 �;H ' " _� ; �� +� - �9 �, 12 • - o c, . � � IN�TALL �35 L f. - - � .- - � l , ; OF �18 C�' W . F s � a � ,y{ � , � .. , , � r , F � ' �f��11 f"� � � ,,. ,. � :1P 44 ,� � � , -'' I , ' ` +` , � � , +I. � � � � ' " f � � {. r' ' � � . . t � _ � h Y ' ', �' , _ , _ � _ � ' � � ' ' �' " - � � ' • � � . - ' �tnft t0 c0 � . ' ._ �.,- �2 -� ��" �21� .� EXISTING EDGE OF ASPHAL?�, ; ` v �o � , � '< < , • � c� GRAPHIC SCALE �� �< > , . ' ,.._� , , " , � . 1O O ,S 1O 2Q ` - � ` 40 � � O.J � — 8 22 1] C , . . � �; �; � � • • � 9 � t- W �a`-a ; � • � 122 � N r ` t n� �r > � w o � ' � , � � , , � , _ � � - , � ). � � 1 inch 10 i� ,;� � � o ;»�� w � � o � `Z�j.� . �y �J ��' 0 1 9 FL _ � ' :,; c°.� w �o �, .' � � _� ? ' �' .,�. � .;�g, , , � ' _ . " z -� ,�cn �2 u .Q ioo � M � � ` ; +J U cv0 � < , � � S.SO , _ Q �� �Y Y ~v.� � ° � 27� .�� '� ,� \ . a a o o° "� � � i . ' �8.20 , . � a a �° e� r , �` . �,- 3.0 �27.� � � _ � o � 8.s2 { ` , ,` ` . ` . � � 8 . � � ' • - - - � � � .. r2� , �..� — :.- = = = -- -- - �� � _ � �- , - � . _ — � ,,�_ t �-EXISTING �� � � � _" --- -' —' 0� .. ` _ - �. , - : ' . � . � - ENT � � ' , — � E1�•, CR TE I� , � PLANTER ' ' � ` . o �2 .0 � HEATE ��N v ��r , .: � � � TO � O � ,� _ � �7' ,GRADE 0� , , � RKING GARA E� � �' � - ��� Cp,, E,. UPPER A3� � > . E� ; , 25 y � (SEE SH d,� , � _ � � � INSTALL SS MANHOLE - � � "� �y"� --�'� Q 4 � � 123.75 3 . ', � �-- 12 .4 a .--a -' FL IN - 6" S BDRAIN = 98.2' -� �- � , � �� , � T � cs �-6.3�� , �`� � „ - . � � p,pq _... �- FL IN 12" URFACE DRAIN = 96.4' ' • Z O ; �i �1 ,,,_ � _ -- . EXISTING STORM GRATE � s °• ' _ � - + � �" FL OUT 12" - 96.2' J z �. , - - � � _� ; = — , i RIM EL = 8116.5 _ --c� 4 � EX.) MEAS INV EL = 8112.1 '� �� �. , � � � sg EOP � , �— Q _ " s ' � � � � � �. — (� J 'F ,` � � � � r � ' � (,� INSTALL 8' WIDE HEATED : ' Q �,., . �T °� j i � , f� o Q r j � 15.22 , PAVESTONE WALK PROPOSED EDGE 6 � �._ .� � Q w � � SEE MECHANICAL--f�LANS � � � , � � � ` OF ASPHALT � -� - V�- � ' FOR SUBDRAIN OUTLET 123• , �� �'� `_` � �� MATCH GRADE OF � 1�1 EXISTING ASPHALT Q � _� � , a j � '`•.� I— ! .36 EOP � � Z � � �� �y �2�: �`� 1 �\ _'" � 17 � �' �'�• . �, �` � EXlSTING EDGE OF ASPHALT � Q ____ � \_`�r___ __ Z ��� . � '��� � 8116 � � - � � � �-- _-. / --- � .� r � � � � � � ,,.sz � Z � � ���-----`` -- -� � � EX C M EOP �EX•) � , � Q � � ,- — —�__________$L1..4_ O ���,, ,� _ ' � �. . = c.� � 5 � � U � , J � � �-�--SPRiNK ' � �9 i Q �'�° ' Q � � VALVE a W � . CU � • . � , � , � � `� 0 J f ' .0 3.9 ` � � , �.� � i2 , z � Z � , • � F2.9�o �23.5� � .\ � �� �' 16.73 EOP � •� 23.67 � \ �'� � t , . -' � Q Q �' , , � - �� , �� , --� �� � � � � / � � , � � � 4 �� v l � �1 , , � t- - � , �___�._--- ' t\` ' ��� ```� �� �1/ ; � J �' _ ° �� � 12 27•4� _'._ , , \ ` �� ' �� ' � �► � �'4 ; � ` 1 I ,,� �, , � Q � E, � � , � , ' _ ' 4 � t < <> � � '� - � � -, _ T , ; �, 4 , �~"� ' � - � �� � , �s , . ' �° � ' -�- ' ' � '� � � 11 l � � ', � � � ' , � . ��� • ��4.a , , , ! , , ,,, � I z �,. �', _ ' V , � , , � , � O � � � a ,� ' . 124•4-� , ' �� ��-, ; '� f' ' - � ., A � � � ' , ' z . .�— ��. , .. ' r 4 , ► _,_-� � J " �� �1 ��'� � . c� . 4.0 � r � I �3 .F. � �, � �, 12 • ,� � , , N�TALL 5 � � � ' 0 �; . ° � ,` �� OF`�18" CMP�W/ , - �; � - � � �h TWd(2) END SECTIONS � � � � �"'- � �� , . F.D. 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NC AN � . ~ \ , ,' �'"��_ • `` / ��,` �,� � �'��-, '�3�,( \, �\, � � t � ,.ti. ��GRIJ'N PAN '`� \ ,. � . - - , /y� r � � ��•� � � � /v�' � X '�,� ��� 0.54 a , t,� R 81�20 89 1• ... � � � � � .3 EOP CE�� '-� �,� � � �, - � �' `` � � ��.�;;� 8��7� � @� 1 ` �`�. �l1� _ _- -- - _ 4 �.� `'�� g� �RT 4�L 1. � �� �� � ' ; � R� S. \ � Ep� (EX.) ��`��� ``�-�..s�.,s =` � �-r � � ' ` ! ' N �n N ��� STALL 8' CONC`�P�A►�1 - � 84 � ! FtT INt. 1 ��.� � N ��4,...a„c.s2 �����. f_ ' �- �' �Q1 6 �'� PROPOSI=D�OGE fr� c`"'`x ______ -�'� s�»4s ' ' 1 ' � � � '':,,� OF ASPf�ALT ~ � ��' t,� _� _ '-~-- 1 _�� -------- --�`"� ar wti ,. M,-�`.`"-�°° "�u` � , � � ' '� � �-MATCH I�RADE OF ``°�_�l�:�a,2o.�s ���-..._ ar wt. ,. _.-- �^ _�...�-..'_ � . ``-� `� EXIS NG� ASPHALT ~�tl>'' - �''���o � � _ � , , � -,�� 11 ,-,� F � c wuc � . . ; . �. ' � a pP tE�� �.��. � � -.$11902 ___w.,,__... - �ss � � - - � ry0c � ' �,20 8;5 E l�� i �,�c-_. _ _� _. ,� .. __ .� __ _ __ �-_ --______ ---- _�____ __.___--___,.a���:s�-�"""� •" � ,. • a0 � � 71 .4 ,Z� C � �~� I` , j _ c v�►c C � ai��oa �7�i!��v" �,�'H 1 � � � 22 FL-FL 1 .�8�3�.�----- �' 2� .8119 65 � $1 . �� i s-ri�c►zr x Y" __ \ o ' �2 i i��4 EL �1 1 ? �1 ���� X r����= +ry��: �� �� � �.� � ' .� , , 126' - � � 1 . �` � � �_ _ _ . . � � � 91 � . , � � _- �" \ y.._-- -w`� �� �• �2 _ _ -�- -- -°-,� 2 �#_:�l:;i'�;'�.,- ;_ ��,,� ' �,'- .1 t;, �?,`j;f '; � � � � �__ '�>, .._ . , "-J_ ""'� ^ ��- "W _ ___ .._ ~ '� � �C j j ,5�t�29 � ,- ,, a .W_--_ �. -- -- , 8 ALK ^ � � � � � , _ _ry � r�-.�- � � � V ♦Q��8.�6 � � ! ' ^ '�^ _- � �� `` � 8��8� G � . . C •� � ►� , - --`� . . �22, -,i a 9 � _ , '' .�� �� t N � �. � � � � � , � `� � 2 . � '' , �-..-� a 25.p � 81 �7 ��'� � � s � � � �' � • .�.$� � ,., - ,, b� .�. ,�� 2 � �'� � . � � � � , f % t^'� 1.n 1� __ ' �•�`� .8117.19 � � �' � �� R9. 2 �� � � � � f,� .�'�,.. r ���r '7 �.�.. _ : � 8.80�;� e„�ez �a � { . 1, � �l� .Q � �23.� ,� ` PLTR 2 LTR 2 ■ � f f �8.2� y � � � -f �/ ��.-+� ! ��� � ` � 1 �4 �, � � 127.� � o ; , , ,-� _ _ ,_..�- � e.sz � � 8„�� ,'%�`'�`'' � 87� I - _._. - _ _ - -" -- ��,� N STALL 8' CON C P AN ' PLTR 2 P`� z. �ER�4�2 � �,� , �j� 3 -- :� - -- -- , . . � Q = �-' �10.�% �► EXISTING � ,, - I�jT C f`, PLANTER f1 , � . �� > C'� ; ONCR TE � �p � 8„�� �, . �/ /� �t T � ,p "° t-�EAT � ., _.; U �' 8„�88 �,� z ,, ' ��' � •� � � �2 �� � �� INSTALL HANDICAP RAh1P �� 2 �i . � �ZrO ��. � � pV�l TO , SEE SHEET 10 FOR DETAL , � f �, � , -y GRA�D RKING GARA A D �2 � , ,�2�4 �� . � 'p� CAj � UPPER (TYPICAI.) a„�a9 �ND SAINCUT 1' �F � �� � , � J (SEE SHE T �) , � ` �.� 2. P`� 2 ,�'EXiST1NG ASPHALT , � f��' �� �23.��J 3.25 T> > :+' � ' �' -� ,� ADJACENT TO � PROPOSED Cd�G , , , _ � � 12 .4 4� �, ' � . F6,3% .�„�� ,/a„8� , 1 ,•O% ` ` ot 4 r , � ' � �: � � � ..,_. ___- - � a FL 3 �, � �;I`�?�r�i t; S i{�i�.�! c;R,4,T�. ,� i��i�9� ._... . 4 � � _ 126.83 r' = ' _ �" - ';r' � _ _ - \ Ex� �;;�'; ��� �; � ' ' S � , ; `' � ;� ' ' �2.� ��1� EOP � ,��r1 �C��� ... � s � j � .� `� v R 5 � 6 "�---___� , „e� # _� . I ; ' � ��� INSTALL 8' V�IDE HEATED '° �� ��- 8 �� , .5O � Q 18,�,2 �'., PAVESTONE WALK pROPOSED EDGE ,8,,,2, �' � 1 SEE MECHANICAL PLANS � ' OF ASPHALT � ,�8t 484 �23� (� ' , MATCH GRADE OF � � FOR SUBDRAIN OUTLET _ _ W � ' AL �/ y EXISTIPIG ASPHALT �, F sg �° __� ��17.36 EOP l °� � � �Jv' � �23.0 �J�� " - ��',.,,, � t� tCl.� f (�`,�� ��i(.�� t.,f� t'..��'���'.�.T � , i � ` _ _ ' j� ' ' , �� - ' P A �'`�4.� p , 8116 ~- .- INSTALL 4 CONC � � , c�. p�' ` _ - - -r �� 92 �. ..�-�� ; .� - 1 6.5 -- - , _ � -- _ _ 81 1.4 � v _ � - ,` 7.�� E�P �EX•� � �� 127 4 � -- - - - - - U - - �.� ---�-._.._._ . �.06 E�p E g ./ � y , ,�.83 ___-- --= --� �`-- �,9 ,� � _______ � , ` � rY\ j `�'f'�„ f�,J, � � � ,..�� , , °� j •0 F2. ' ' 9 7.77 $�'4:�a vo,P�o RFC�,s �,. �; r�� 9� 123.5 . r� �� ��4.3 123• . 3 EQp ( ��X•) �c;�! o�;� �.� 12�0 1�_3.6 9s•� � , 123•4-�- 2•2 ` ' . 0 � ' � 31658 ' � �� �3' � • Q . • a ...++�'� S � � •' �h������,���� V J ' s � s'p��NAI EN� �i�) � , `- , , � ! � � � . , � � � �t � END INSTALL OF - D SIGNED: TG � �-``26.67 12 • 27•4� �._____-- ` ` � ---' � % � ; CURB&GUTTER AND DRAWN: TG k CtR. \�� �� `, ', � � � S, PAVESTONE WdALK � � � REVIEWED: JE T � , � " !, PLC JOB#: 809 � T � � , ; ' �+ D WG ; �2�' �d�a � .�. 4 �, � , ; �� � #: - 1� ` . ^ 25 5 �• � `t ; ", ';� � DATE: 2/18/00 (� � , � � � ' � 1� 124.4�" ' ; , ' i ' ' ` . � y � � : f 5 � , � ` - _ �' ; SH � 4 � .�.9 �, 12- r.� 4.0 0 !; � `i, ; �-- �. c� �` � � � , � � � � 124. � � E�, 123.67 � � �� � � ! � t , .' �i , ,� , Y� � � } _ �) � . ' 1 � � � !D l� � _ i r'N . tD W � �� � � � , � � � `� � � z Z v� �,l T/L/T Y NO TES � ' � _ , — o� , � � � ' Q Z x' i . "� �... � o>> 1. All sanitary sewer and water I�ne construction shali conform to Eagle River Water and San�totion Distnct's � . (ERWSD) standards and specificatio�s � �� J W 0 W � � Z � 2. All moteriais ond workmanship shali be sub ject to inspection by the district or its representatives 11�e district reserves the ri9ht to accept or reJect any materia�s ana wor+kmanship that do not conform , GRAPHIC SCAL -L'' _ _ � o z Q to distnct standards or specif�cat�ons. � i � � Zo o ,o Za ,� � _ ,, �, o J �a 3 Compactian of ali trenches must be attamed and compaction test resulta s,ubmitted to the owner � , ' t Z > °°� an d P ea k Cwi l E n gi n e e r i r t g, I n c , p r i o r t o o c c e p t a n c e S e e s o d s r e p o r t f o r� c o m p a c t i o n r e q u�r e m e n t s ' Y '� F� U cn o � � �J 4. The Contractor shall at ail times keep two (2) separate full sets of cont�-act drawings marked up to fully t ( IN FEET ) � e a Q a o - indicate as—built conditions 5aid drawings shall be prov�ded to the Ow�er_'s representative and Peo k Civ�l � � 1 inc h = 2a f t a a rn° Engineennq Inc., upon completion of the work. As-budt drawings wdl be compiled by Peak Civil � � Engineenng prior to f�nal acceptance. Where practical, the Contractor is to prov�de at least two ties _ from physical monuments to all fiftings, valves, manholes, and the end of all service lines � _ e�:�r�;a ct�c t��� -.. . 5. Ali water mains shall hove a minimum cover of 7 feet and oll services sha{I have a m�nimum cover of ��`'` 8 feet. �"'�� �� , � 6 All water mains shall be hydrostaticolly tested in accordance with the regu►atmg entity's (ERWSD) standards `' p� Chlonne test�ng sha►1 be done m accordance with ERWSD standards. � , ���,tl����` ����� e� ��R `� ' WA�K � ���� - -- i 7. Provide 10' min�mum horizontal seporation between water and sewer lines or encase per Colorado ''`' , Department of Health requirements or provide other protection as specified by ERWSO and Peok Civd Engmeenng �, � . .,.�. ��_.._�-�"� �,�,�i�_� j, ^\ .\ � 8 Peak Civd Engineenng inc., assumes no responsibd�ty for ut�lity locations It is the Controctor's � , 6NSTALL 8" L''�T TM Qt� � responsibdity to fieid verify the location of a(I utdities pnor to commencement of any construction � ` ��� EmSTING tY 4'�ATFR I�AlN ' 9 �Mark all service ends with fence posts spray painted per their respective co(or ' C�N� P�aL - ` '`�� � NO'f SUB PATIO � � r � 2a 10. The Contractor shalt verify existing pipe or manhole mverts at tie-in points prior to consttuction � � � .` Q y�� �q� � a12 _ ' ^ J l� �/'� ��N � � 11. AI( condufts, vaults, and appurtenances mstalled for the electric system shail conform to Holy Cross ; - t��i�?�� �.r,`�,:� _��..--- � ��„ Electnc Associotions, Inc's stondards ond specificotions ond sholl be accepted by Holy Cross Electric , ' ____ a? Association, Inc , pnor to pro�ect completion It is the Controctor's responsibihty to coordmate oll work � _ __ = e� ^ __^__ _- EDGE OF wa.7 � � ossoclated with the electr�c system with Holy Cross Electric Association, Inc. ' , _ ` � , � P00� � - 8 �2• � 12* All pipe shall be constructed with standard pipe bedding as shown in the details If any groundwater . , ��IF � '�t`�,•,is encountered, the Owner's representative and Peak Civd Engineering, Inc, is to be notified �mmediately . / R'�fq/ and prior to proceeding with construction ., , � . N , � �\ � � 13 The Gontractor shall take all appropnate precautions to significantly reduce any potential pollution 8�?e ' , _ � caused by his activities, �ncluding veh�cle fuelmg, storage of ferti��zers or chem�cals, etc The Contractor , � � � ~ � � sholl have identif�ed procedures for handling potential pollutants and have identified spill prevention and � "{ � response procedures prior to any actrvities at the pro�ect s�te. . , � � � � �� „�_c:��="� �'y � \ NSTALL 8' CONC PAN ��� � � � r� 1� All excavations, utility iines and other trenches shall meet OSHA requirements , � � P�� � � � n W 15 All conduits and appurtenonces �nstalled for the telephone system shall conform to US West standards e��4 � , m OOPlP�ECT TD �1t�IHQ ��A�R�R2� � ` � � � ' . and spec�fications and sholl be accepted by US West pnor to pro�ect completion It is the Contractor's � S - �EE MECHANICAL Ri.ANS � , responsibility to coordmate all work assoctated with the telephone system with US West a � LtGHT ��c�---�="� r f � � 16. All conduits and appurtenances mstalled for the telev�sion system shall conform to TCI's standards and � Y� � spec�fications and shalf be accepted by TCI pnor to pro�ect completion It is the Contractor's ' , r � � � responsibility to coordmate all work associated with the television system with TCI 8j?? .� I, � -¢,ffi�,s�°10"°� � , 17. All work involving the gas system shall conform to Public Serwce's standards and spec�fications '� %� Q U � // y, � C7 � � , and shall be accepted by Public Serwce pnor to pro�ect completion It is the Contractor's � .'� , m .� , � ' responsibility to coordinote all work assoaated with the gas system with Public Service ��8 ,' � r ._ ���� ,' , ��J �_ _ tsJ ,� � W L � �aa � t 81f� � ' ,'� ' �� -- O� � 1 r r � [ �' / � EXISTING EDGE OF ASPHW.T / t ' \ , p_�r�J - � P � INSTALL 4 CONC PA `� � LEGEND _ - - - ,, , _.. - '"�>� _ � _ _stit4 ri- . t, �, ra» � O � 8116 ! (EXISTWG FEATURES) � _ � - � / Sg � ' `\` _'"' ' ' �I �� C{: � ^ 1 ��t�n , i� . �"1 " - V � �.�Ph��aKt� _��' ' � � � - SEWER A.IANHOLE 811b - � ,, :ri�I J � 4 1 , � , :.�.�.� � r � ELECTRICAL MLWHGIE 1 � � � . �(� � , 't ' ; , , � �C Lqb(P POST � 8112 - - ` ' . -, � ' N� . � � , � - �'f FIRE HYDRANT 1 " -�"'�— , , ', ;� � � EXlSi1NG ELEC7RIC V,4�JLT � �� F�c1.00A'fE �VAED INSTALL t�t8 �r! � �� ElEC'i�iC. PN�E. CAN �RVdCES � G=�_ TO BE R�l�CA'tED , , � -9- POST WfTli S1GN , � , � �T ��� � BOULDER ( 3' OR t�.RGER) �i �� �-----" , aa WA7ER VALVE ` ; i � � --CAN CAN BUR�ED CAN UNE , U y ' � • � � l � �� � � � r � � E E BUR!ED ELECTRICAL UNE T NIS ���RT ' ��- - � Sr�„5.,••�.- a p '� f' , , +r r_ � d r �, G G 6URIE0 GAS UNE i 5,,,,,,.�5-�-�~S $ � " � '� ` ' ' ' , p p BURIED PHONE LJNE $ _+ � � �...-5--"�'"'.-{' '� ' S S BURIED ScWER UNE N � 1 � \ � � W W DURIEO WATER LINE 1 � ` � � ` � N � i � � 4 . 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' ''d'`1` _ -- --'_ " - __._ _ -- - - -- - -- - - - � ----- _� _ _ _ _-_ � �_ ,_ _ _ ,- -- -_ __ __ __ ___ _ - _ _,_� _ " w __ � pUf !J _____ - -� _ _. - --' �.-' - _ •__�------- ___ ----- _ ` ' T ~---_ __� � � "� 4_ _ ` ' -- ._ i hn1E�T OUT sE1+lER IdANJHOiE 054 , =--�.—"._ �, �_ � _ . _. __ - - - -' � _ __- ^gp90 '' -` - __�+ _ _-- - _ ` ' - -_____ _ _ _" - ---- - ^- -- _ �_ _ ' - ��._..--i� c�le� IN�� Q.� � ��8..� �� d ' - , ' _ _ -_. ' _ - --' ' _. -- --_ _` -___ `---------- -_ " - _ _ � _ CL 1N;°� cG y &��� . MEJ�S RM m �1072 O ,�' _ ._ -G t .. ' " , - - - '� -- ""__ . ' ' - --- - - ` ' - - _---__ ' ' -- ___ __ �as�s c� aFVA�ot� 810 - -- - '" - - ,� _ __ - - - - - --- - � _ , - - - _ '_� _ -__ � . - ' -� � _ -' -- - _ - . � \\� _� -- _ � - - - -� - ____ ___ ` '_ ~ ''- - _ `" QP�.....G/S�, " - " _ � - - - - - - -------------------- ._ _ _ � , ` _. _ - ' --_ �` V�O:',�►.��q�P�'�'�R` ' CAPlNECT NENJ 6" SJWITARY �� '�� � ' - -, ' � � ----------- - _ __ - -- �-- � - _ __ ; - �� $t'O 5E1t�R SER1�lCE - _ ��- , - - - � � , ` , � � 31658 _ // , � , W' � ,' � - ,---- _ : . _ - . � - , � •. f � � - - • «..••' p� ' � .'� 'l! ��NM.EN . � _, ,�"� .' � , - - . � , . , - , . , � � , �� . 1^1b'FAi 'M ��� \ �� � �„k > ; cF�� ,-' �'"` _ _____ ,--� � . ,-' _� D IGNED: TG c,. ��w�f�r�7 r; � ��;.F ��' �� ,I.� '-- -SO `� -' y ' f �, ��/' , , .' � ' , DRAINN: � �-,.� , --�.,. � � 90-�"` � , , � TG � -�---_ � � �; � � , , . ,�� REVIEWED: JE W����J . / / �� - ,--" PLC JOB�: 809 � � �--- - - -- �,f���k��;_ _ _ � _ - _ --Y -' DWG �: — � , ----__--._... v'�-� � . _ - - . �- " . _ .' � _ _ �_ � - - - . _ , � , ,, DATE: 2/i 8/00 ' . -- � - -- _ - , ' �f.. . � ���1wf\1 Vl+'9 �...+ 1 ` -- _ _ _ .. -- - -� V �I 1 �5 i,nl� t y � i• t � �r� i' / C± ,tav�RT Ft a r���3± ; --___ - - __ .' � ..J � � � - _ - � ', , � , , , � _ _ _ _ .__ � SHEET , ,- , , - - 4 � _- - ; � ` � -- 8�ao �,. � y , r �� 'i � , � � � � �r� ��j �I ,1 ( i� - � � . ��� ... .'; /�� �' ' , ' � i i ,-, r , � ' _ �. : -°------� ' 't � � I � , ;� �� ' M _ _ � - _ __ ° r - - � - - --� � ... . � � i - ` ' � � � . � - t �. ' + � �S ��.�, � . F � 1 v �� � r � �� �'4"" � l . , � l(') ` * - . ta U) . _ � Op.- , . ' 1 � ` � 3 '���`''' � , Y i Z U n o _ z �t v � r — o �, � , _ Vj I�,Q � F— C� °�> Z Z ,� Q � �� ^ "� W o � , , � � z o � � '.,''- s,` O � W , V W o ' MINIMUM SEPARATION BETWEEN 1 S � n "J c0� , I 1 TAPS SHALL BE 18` aROV�o R�oa�is oo�aor i��Einn� '�, �� , `;Z > �N I I BACKFlLL COAIPAC710N REWH2EIAENiS DISPER�LARGE ROdCS IN 7W5 ZONE *� v �O I I BWLDERS CREAIER THAN 78' TO BE F'EMOVED i PRONDED ROp(5 DO NOT MTERPERE W17H � ^� THR£ADED PUJG ANO GP ' FROA1 BAqffR1 AND Di5PO5ED 6F OFT S17E. BAGffILL CpIPACTICN REWIREtafNTS ,'r � G ' � '' souin�s ca�►rvt n+ua�e"ro se Emaoven , �Y Y '�� � A NO ROq<ALLOWED GR£ATER 1HAN 8' FRON BACKFlLL AND OISPOSEq OF OFi SITE ' +`Q `Q O� � r � 1� �� n o _ ,� �l �--- � a. a. rn.- ` No eocx ruor�n cx���x na.,�e• , I �i� . , - , i � � � � ,� . . . . ; f,;.. 1� �E SPEqFlCA110N5'OR ' �• 1 C0IAPACTION REWIR�ITS ` � �. � � � � _y t) , " '" TRQJCH BACKFILL �� • •5: F`�� ' ' ` , � Fl.OW VARIES , tY ,�� �h � t �.�. ` 1 � � � \ ` '�� TRENC}1 BAq(iAL t SEE SPECEFlCATIONS FOR NH FRAME AMD COVER OONpACT10f1 REflUIRELI£N15 ' H520 LOADING RATED OR EQUAL � �Z� VAR;ES 2�_p• � `� 84'KFlLL k CCNPI,Cr ( '�1 �, __. � � t NON-SHF8N1( RINC d�COVFA-B.,ET TO TO SGECIFlCATONS � 22-7 2 IONG � RADIUS BENO TO EM�SN�+6�S USE NO ROpC ALLOWED ,�p�, 7y i i� � GROUT� PMALLFS FlNlS{m SURFA(.c , S OR 45 BEND A{S WYE SADDLE CREATER THAN 6� , � � � B£ODWG ZONE � ,„ _.., _ W.IUST TO REOtlIREO CRADE Athl A i j , SfE BELOw � ., 11/Ja►NM OF SIX-Y 7NIp( RONfORC£� � PIPE SUE3CRADE.STABILIZATION , �h � NO ROCK ALLOWED � r ^ CONC. GRADE RMGS�T 9�1 NON- 57U8WT APPLICATIONS NO CIEANW —�^�`- . -• GP.EAiER TH/JJ 8' . � 6EDOfNC ZOt� , I � NASEPoAL IF REWIRfO � � SHRWK GROUT y p� �__�,_--.-SMAII HAVE A�A1 LOLATING DISK � ` ! � ��� _ y INSTALLED AT THE END OF 571�0UT Z � ��-9� PRECAST ECCENiR�C COME CCNPAC7fD 1/�'SCRECNED ROCK - - ,�1�'1 ;;_� ` ' ` �, � i _ , - .V = MAX I ' CEN7ER Of WtE BRU�CH P1PE SVOCRApE, STAQttJ2AT10N g UA7FFIAL IF REWlR£D � � ' � o p -,�- INSTALL 1� dAMETER DOUBLE FAM-Nr7( � � ' N BE'PIACED IN UPPER TRENCH ZOPES � I 9� THiRO OF SEWER HAM �✓I � SEWER PIPE M1D IF WATERLIIJE IS I8�OR 1E55 � (OR EqJAI.) JOMT GASKET AND CROUT ff WATERLINE 13 WRFIIH to'HOPoZONTALLY fRpM ,�MTS lNSIDE AND OUT5IDE. GROUT LIFT (�) / HOLES ON INTERIOR, INSTALL 7 1/2� LYt S 6�T7D E�� PROF'ERTY�wN£ � DIAAIEiFP RNd-NEK ON ►IANHOLES ` , rBOVE SEwfR oR sa.cm�5t�t tu+E.wsr MANHOIES I.RRGER 7NAN 48� 3'-0' _~ C900 PYC PRCSSURE PIPE C900 PvC PiPE MUST TRENCH ZONES EXTEND UMR YIATER MID SEM£R PIPE ARE � � � EELL TYPE PLUC. MIN SEPARATED @v AT lFlST 10 MORIZOMN.LY � � a, F ' WHERE REOUIRED 'r; PAI T T�OF POST GREEN ` < 'r PRECAST RE�tFORCFD CONCRETE � ffi � 5' AIiN � MME�IOLE B/tRREL PER ASiM-C478 � . � 16� 0 G WIiH SiEPS �'PERYA-JOIN1'STOP�i EUTAL- _ . � . � 8 SiE4 FENCE POS7 AT END CF \ � � IINE TO 4'-0'ABOVE GRGUND- `iRENCH BACKFlLL TR£NCN OApffll--�` � y� fLOW ' PAIN1E0 CREQJ � �� -1 ..--— } � __ , ' - - - ._ ..., � � AU-MANHOLE Sm'S ---�.- IN�DE lH' TO BE HIGNER 4' PUl5T1C CQATED 4'-0' IA TH1W IX1TStUE L1P ; , . , ;� - � � : � � MA InoustmES R � � , ���� ,, 1 ^ � � OR EWAI. TOP OF BENCH • , CqAPACTED 3/t� � = SCP,EENm R�0/%Y( , �,�\ � - 2, SCREENED ROCK � HAND$HAFE AS Pl.ACE 3M LOCATINC WSK � t � rJ � —,I'- � BEDWNC �S '2� NECESSARY AFOUND P�£PENETRATON CASKET °fNTR Lt�l� SEE 5£I2WCE UtrE-SEE SPEG7FlCATOriS APPROX 1'ABOVE A1AIN ' � BZ��C �',j ' �T", ZaJE � DUi DO NOT BURY AT A � PIRE TO PROV49E FLACED IN C9RE TO ACCEPT PLkN FOR SIZL" NYE WRN t5 ELBOW GRADE� 1 �'VER f00T MfN i , PIPE, KOR-N-SEAL, A-LCIC. DRAlNACE OR COUAL (ALL B�.L FlTIINCS) c�n+ oF uoae n+nrr o' � i ' , � .� ° 4^ Msr� 720 r uw urr,�snrasm//r �� �' unroistuasen�/'� � �•�� � 4 N Y{ FLOW � Spl , s—�..�.�...-__' $07L �.. J ' `' � � • -- Ptif-CAST YANHOIE BASE MlJ o ` F—�w , - � \f-, • �' � ��'� t;l t/4 OD, '� 8' MIN � i72ST BARR£L ScC110N CAST ` � 4Qw0U1WC ASTI-C478 �� //' 6• E• 0`u14 /� �84�� � � � AlIN 72" COMPACTEO 3/4� S E 1NE R C LE A N—O l,T � \ 30 PiPE�18CRADE pipE SUBCttADE � ��m R� v Spring Ltne � � � sca�E NTS � PI� BEDDWG, ZONE s � 6-4� —�I� PIPE BEDDING ZONE � � �s � ��� SEWER SERVICE � ��� Na� STANDARD MANHOLE ��`�a e•�o��� RE� CONNECTION SEWER PIPE B=DDING WATER PIPE BEDDING t AlL CANCRETE 1YORK SHAl1 COM?LY w/ ENOS BENf 41 DECR£ES/S SNOVlN y',��� SCALE � � ' wm u�sr ncra�a saeaFlC�noris sca�e N TS , scA� N TS N TS �worce��T�o�e �n� scA� N TS g , e � �.� � BONO E7REA1cER 4 IQL PlAS71C (TYP) / � 1 /5£E W-1�FOR SIZWG MIN 6EA(dING .°,URFACE XtEA SO � � �~�—� ~'�TfiEN�H BApcFal-�,` ' Ff (FOR 200 PSI MTERNAI. PtFE PRESSURE) � � � yERTICAL THi2�$T BLOCK - S�TIO� .� � � BOt� BREAKER 4 M!L . 3/B�Pl.fd�00D F(R45 ', r N �OL1'E1111'L.ENE PIATTIC 2 !� 10 CAUGE INSUUTEU CO?PER IMFE � � EED�NG �f � Y � y � 5l1ALL BE WD WfiH ALL PSPES 1 r � � � � ' ' ' 1lATFI2'AL 7..,.� _ ,...�„ �- -'.-:a._._._a......._::.,' : � ,. - , co�t e�DOU,c � � � ' AtD�NUM BEARRSG � MIM,Att:y eEARG�Y, -'���,E ' (((���IF TFIE OtSTANC TO ME lOP OF TNE � � /9 PRCMDE 29 Of UNQBSTRUCfED � _ Z� �FERATINO NUT TO T}� TOP OF SHE VN.VE a CAD WE1D FR01� P1PE TO FIPE z.._____,> _..�_.� _..._,_ < ARFJ�ABOVE FiRE HYDRANi- SQ FT�FOR�200 V51 SO iT FOR 200 vSt -� COVER IS CRFA1FFt 7'W�N 9'.AN EXTENS�OP STEM � ��( � WILL EE REWIRE�ON THE OPERAi1fJC M11 s - AND 10 U�NOB�SiRUCTm�AR£Aro1NS INTFPW�L PIPE PRESSUR� ` r''�/ M(TERrNL PtPE AFES511RE) .,/� , ! f � � fRONT fIRE MYDRANT, 4' UNp5TUR6E� �, � SOIL x � eEH�NO GR�wE SLOPES AS � vaWE qz Uo � NECCES.°,AitY TO PROVIDE BOND BRGKER 4 N:L ' Uk6057RUCTED ARE0. POIVffMriENE �E1RDTtf��� DEEP YPE PIASTiC (TYP) � r / � MSULATED f 0 GNJGE COPPER TFtACE WIRE �ACE NOZZIE 3/8'PLYNACO FOFdAS . _ , _ _.,. „,_ /� 6'MII� ' 1 ,/ _ TO iPAYELLED WAY PI?E SUBCRADE� 8' 6' ,/ TAPPMC CATE CDGE Of DITCH � SF1AI,l.BE LAtp IN Ti1E 1NATQd IIN� DfTCM, �\ /"' UNOI5fUR0ED APPtlJG VALYE . , ,. > . � ,, � � SURFACtNG OUTS�E THE WUN LINE YALVE �6TURDED FARfN .d SIEEl'E 80%f5 ANO NE%T TO A!1 FlRE HYDRANTS ; � � � GD-WELD5 9W.L BE 1MELDED AT ALL BENDS - PLAN DEAD END - PLAN � eocE oF r�a rsa� S� WATEF�INE JOINfS AND F'ITTiNGS AND PRO- BRENUBlf i1ANGE SERVICE STUB-OUT BEDDING ` TECTED WITH COAI TM 7HE CONTRACTOR 6'ABfNE GROUNO ' � SW1LL TEST CONDUCiMTY OF THE PIPE/ND SURFACE vRtAP t0 CAtlGE iNMn7ED M � `� � TRACER INRL WN:MUM 6ExRM1C SUF''ACE 8'STEEL FE.*!CE POSt COPFER YARE OVER VALVfi 80XC5 ^ � � , PAIM Tpp f Of POSi 6lUC PROVIDE Y.ACK ON 1MRE � � � �N7ERNA1.$G�PE PROE�SURE�� � .. . � vM7M,e &tCKFlLI, Af'OUND FlRE . GRpPE£TY l;flE Pll�SQES� {TAPS 4'bANO OVER) HYpf2IM MxJ VAL1�E �.. OR AS 57l.KFxi � ..,.___� E TAPS) , ' � 3%4'RQ►D BASE� y�� � GROUttO SUF2FACE ; [` 4 PLAN 70 GAUGE MSUiATfD COPPER 1NL�2E � /" ' i CAASAACT 6ACKRLL TO 9IIx STANDARO �. ,. ' i . , ` . < 1GMANAI EFM."NG q�3 i . PROCTOR TO SUR�kCE TO SUGDORT SFW.L BE WD WI711 ALL PIPES SURf/CE MFA- Q D Y�PE�� . , VAL� OOX SO FT {FOR 200 PS! n1 � INTERNAL PIPE PRESSURE) �'—T^'^----• \ , 2I� � CRADc BRING 10 CJUGE INSUUTED --# ' �yd� CAPPER VYfRE TO SURfACE VALVE 86% BOTTCAi , � .C� 1'�1.VE EOK IAfWAlU11 COVEFt AT F1RE RANTS ttN�SNRBEO 3/8�PLYXO00 i0V'J/5 EEDIAtiC� UNDISTUfi'BFJ) , � _ � AND GATE S�5p�1FlGTi0N5 �fl� ���D iWJGE EqR1H ���' �TM 7 I�INUAUM fAYER FOR ��. < ` � � , = wn�R wurt vu.vE u�,LL To �aEr,v. TEE - PLAN TYPICAI. CROSS SECTION WATER W�WS ,,,, v i?�t I CONNECTION ANST OCCUR � �'�� � l, 'a` BUfFAlO TYPE CURB ►+�� aa• MINIMUM BEARING SURFACE (SF) MINIMUM BEARING SURFACE (SF) STOa s�r. �o�,T�o e�u,wMUU cov� , , vn�ve Qox � 3� L1NE TPf K CAPPER PIPE �H N�_T�.�,���� FOR�FRVICE 11NES TEN C,AUCE �NSUUTED lIIN 9EIt21NC SURfACt - ANO GATE � . , FQR 200 PSi AND LESS FCR 250 PSt AND LESS coaaex w�aE ro . .° nau-sa Fr (F6R 200 PSi �a.� � `{ , ' • ` 512E BENDS �� SIZ£ BENDS �pR ' . " ' �� Of PiPE 11-1/ 22-1/ 45° 9Q° DEAD OF PIPE 11-1/ 22-1/ 43° 90° D� �0 10 GAUCE W''�ULATEO FOLLOW WATER bWN IMERNAL PIPE PR£SSUR� l� j " ��R� COPPLR TRRCE WIRE C6RPORAT1pN Y TAPPC�G �0 GAUCE WSULATED COPPER 1Y1RE � THRUST �` CV'3 ST P 1�COMPACTED 3/8� . ,°.HAI.L BE WD WITH RLL PIPES r� - � ' ��K 6' 1 3 2 5 5 0 9 0 6 4 6' I 8 3 1 62 11 4 8 0 1 Rap SCREENED ROCK� 5�� �O � _ , 6' 1.3 25 80 00 E♦ 8' IB J1 42 �14 ao �� � • ��� . i 'i e��� , ' r--�-4�` - - - ^ _ - -.. � 2'_p' � . . t0' f 9 D8 74 737 97 10' Lt 47 925 171 720 � ,� � • • * TMPR:G G4TE � �;¢`' ; � !�_ '�,z ^`� ��' • 's ' Y 1 Y 2 7 S l f 0 0 19� 13 7 12� S♦ 6 7 13 1 24 2 17 1 :"�^'`�MA X BURMY DE�PIH OF�B �t ' ^y ��f{ ` � C��� DO NOT BIOCK f iRE t e` �7 9 3 9 7 3S fi 23 8 t 6' S 8 11 6 227 420 29 7 � � V�� @'�1 R�lA�ya, � CONCRETE TFiRUST BEDOINO, SEE ��t:; ,�y 4 _, ��x �� HYDRAN7 ORVN N7TH F r �f 1'Y�rh7i\f1V�7• BISE OR BLACK p' 7 2 9 43 Z�0 �1 8 J�6 20' Q 0 17 g 33 0 64 D �S� � �p i �K SPECtFICAT10N5 BASE . BFARt � NCRETE Bt,pCK NC ON ? .. 3(4'/11-71iREAD R00 BLOCN +---S�-6' "'"`�—UNDtSTURBED SOII ° N� � UNOISrURBED � .,�..--_..__.r.., x _x _.,.. M"ORANT DRUN PR. _ � , ( M �N �2•,7. r� ��i f �V�LVES fOR FlRE HYQRANIS SHALL 27 CUBIC Fi OF t FOR 200 PSI(NTERPNL PRE�, WCLUDWC WATER HFAtt1ER , . ,. ' - s , �< - - , .� , � •,� BE RODRED R/uCK TO THE WATER t-t/2'MIASHED ROCK '` - � � ''� . � � r FiRE 4fYDRANTS S4W1 BE 2 MECJ�LUC RE5TR,IB�T'S IU.Y BE USFD W CON,IUNCTpN WITH 1HRWT ' �te �i '� �jpCp gA�CK Tp THE BIACK VALVE. BLOCKS 1ViTH PRqR APPRWAL fRON h1£DtS1RICT AIEGit-WO RESI'RANP' MAY BE USED � WRAP NtNt11UY Ok S' _ UNtF'ORA1 CONCRETE BLOCKS � �! ' WR}1 T}{RUST BLOCXS ' 3 AUHIMJAI AREA REQUIREO 1rit1 BE THAT OF IN 8-1NCH 11AW LNE W/POl�7LENE / c � � �• � � 4 WJ.iNRlJS7 BLOCKS SHALI. BE FORNED TNE ►NNIAttAI ENCA5�1�}7�T NO W000 BLACKCtG SHAII E USED) ( THICKNESS FOR11 WTERW.51iALL BE 1/8'PLYNt00D IN WET AtdQ OR UNSTABLE GROUNO - ' ` •�e � O�GW�OE�H�1r0u/2' RO K BO u� �ND BRFiIKER 4 HIL POLYE'IIiriFJJE � ,r . ,,. , 9 6E/R�NC AREA 8A�E0 ON 500.BEARHIC EL�VATION WATER SERVICE GATE VALVE ASSEMBLY ��P��TM�,� �K PlA5I1C EVERWMERE CONCREIE WATER ' �'- �"� ' FIRE HYDRANT ASSEMBL Y P��E OF 20001D/af , ,' S�A� N T S �S�C�S P�AES, �N�, �,�, � � • '; sca�• NTS � C O N C R E T E T H R U S T B L O C K S S T U B O U T , �� sctie NTS �E"��"'°'� TAPPING DETAIL ,. ; , � scn�E NTS VATION scuE NTS � ,�1 1 CUR9 STCP i0 BE LAGITED AT THE PROPER7Y IINE OR AT Tk1E 1 �E-- I�� �� � � � EDGf OF EASEUENT-WFi�CHEYER IS CLOSER TO THE ►WN . ;y , � j ' Y � . .e . � . 1 [_ � � � � � � � � �,i oPp.p� REG�s� � � ' .�E+q�' E` ' ' � � U l �`: .� ' Ov;'d► �•.:�t� . � 1 • � � � = 31658 $ � , j � , � , � • 9• , �Q . , . . � } l �SS��NAI tiN�`�� —( �—C� , `� , � , ( DESIGNED: 7G � � � � ORAWN: TG �, REVIEWED: JE , ' ' , • 1 • PLC JOB�: 809 � D WG #: � DATE: 2/18/00 � ' , � Y � . � � - � � SH EET � , � , � , � , �a ; � � 1 0� � � � S , _ , _ , ' ' , ,. � ' ' � f_s .,._ R _ _' �� .- �.._� -.-.�w� •--• �.-�_— �� '�._-.— " ` � 'A t _ _ ��v.- /' .��yr f Y,�/`r� i 1 r,�` 'f, � • � t � I d � �l ' . i � j � : � � . . a � � . , , ' ' - - � � • �� ` � �� r - ` � �d d ' c�� ' ' '"�- , , ` g � ' � '� 6" SOUD RELATIVELY IMPERVIOUS COMPACTED , � " �� ` • a, " + t0` PERFQRATED''PVC � . v � ` ' - , i ' ". ' j � f PERIMETER FNDN 1-1/2'� - 2" MATERIAL USE MATERIA� QN-SITE , � Z �,j �� ` ' ' ` DRAIN WASHED STONE AS RECOMMENDED BY SOILS ENGINEER. " ? ^J � . , � Vi rna � ' MfRAFI WALL ORAIN ' °o � 4' Z � x� BLDG. SIAB OR EQUNALENT � 0�0 �Op — — _ �` ` J W �a � ` , � ' , � 2% 6° CtASS 6 ABC (2--LIFTS) � ' �'t/ �f, � O D� — — N Z � .,�y�'Yi.%vi,v.�ti�a;;,<�r`�.:;✓�%",6 0.5' MIN. ' � O l � r��1 �!j�.!�j � !i�i� , � o z cW� - G O o � '�'� u t I! 1 ; � - v w o �opO " t , COMPACTED SUB-GRADE � o�OOO�� — 4 Z � �� � 6" PERF' PVC RIGID, � Q �� � a — — — • ' - „� > �+ z ' AT t% MIN. SLOPE) a ` , _ Sy``� �� U �o _ . s � � a � " ` ti'` " " "��� MIRAFI 14QN MIRAFI 140N� ------ , ��1 Y � o `� �� = .`�� FILTER FABRIC t ; . FILTER FABRIC--� 6" SOLID PVC � �~T w w o� e , , OR EQUIVALENT + � a �� ` � ��° � - =-� ` �� , • •; - OR EQUIVA�ENT � + TYPICAL PEDESTRIAN PATH SEC�ION , — ` � u � INSTALL CLAY DAM � � :COMPRESSION ZONE 1-1/2' TO 2 ! SCA�E.NTS OF FdUNDATiON FOOTER = WASHED STONE ! TO FORCE WATER ` KEEP FOUNQATION DRAIN � ' INTO SOLID PIPE , OUT OF COMPRESSION ZONE � � t 1 , ,. � . . CLAY DAM � � FOUNDATfON DRAIN scn� NTS � ; scA�E NTS . �4� 12' DRMING � 12' DRNING � L4►�,E IANE '�svw"' "s�'"" °���r`1° =III—II , . BLDG SLAB x� '�'k��i � ' °' , A ' - . ; . , 5" HBP ' �`�o�,•,,. �,•�,.---� ������. I i f—II I I—I i � ." ' _ .> � ,:� , e A �-�m� �y A a -� �., n,+ �a� .t�� �s ,t � 2% 6" CIASS 6 ABC �2-UFTS� : o� • o � � �� , s•.e• �o cuxz k��� .�,'`,'s-'»�<.;�~�`��- *� i: I I�I I I`-I i I� � �'�.� � ' �� ±tF'�i �M� '{ 'dix �f"� �y4`T .�.�i�t �. y,l.. :�„ ��x` ;{, ���,J, III��--III—�III 'Y�..< ii='�',r'�'"t�"+ ��� iTS' �!`.,.,`r.� t r �,,ia "'�4 ' �s. � � � „ r• �. ; �wiRE F/�BR1C .+�':i�•�=c .��,',i�� �`.�i�;�:���J: — — — A �'C ,y ,y �.. ,�,. �f��y.;.f •* : yz `�'�b..�,A�tr,.�..Y r " r,'L (� ',YtFfi'' m ixY�i "'t"�_ 4i4x s. _" •4ta�YS 3 � Y7''„`7�{. }Z.'•1•� e� �� _�� - _ , � 4" � �i"�giaxt,�,T 'y... ��,�,.;�k��,os '�i'f�.y�;�'1.,"� "� X ..6,n"'r,vi_,�'E`4z Y„sfi',"r . ; ' _ � ° '� .�,� ��4s�yi��,�, I�—I�I—III— � rT- ++� �> ;"! li,x';riha.�,3L%'h�js..���,nr,.: "L t. .�,t°F.�,i��4 �_ � ��.rc.kiK. .k,p�ryy Vn; / �UGfD i �ROII801'1040f � .�`'e.. e.{rr 6 'f. 1: i1..,°�,i "�=a�' .° w?`n i s""�" " �s= M �� _ 7YPE Y CE4EM AUN 8� ClAS55 8 � _ "• �n wtif�neErs Rownacm � � �a� i�;a.�r ��. .�a 8� Rt, �,�Fn �FFi° � �c«_�}�.��,'i';a*���Y, "�,�r�, a��" � —f I1—I II ` � ��� ` �t' r "o' y�',�' - �, "�'* � � �,,.\ Y COMPACTEp SUB-GRADE �� - �" �cc�ECn�eAS� '�.� I=)I( °�' //�� � Y� <� �� � s•cuss e CWRSE CONT1NUm �I�— � � I , � '�•�,,• `` . ��A�'✓� ,l'" � , 1 `� .�' �,�.<\�, " `��� 'A � coN�nNUD rRau s� FTtC�/ SIREET ,� a.f' , •� ', O \�� , �/ �/ / / / // / / � I t �� i MtRAFi 140N 1� a - '` > i ,r ��� \\/\\�\\�\I�IdIN�12`\CAR\FlED\\RJJ\D/i��\�''� , � ' . , ,s�� 4 PERF PVC (RIGID, ���`"`���°��� �� REGOMfAENOED IN�IU � �,�>, ' �- FILTER FABRIC AT 1 q MIN SLOPE � � C0N1"'m`�0i�`�` ��/��//�//, SUBGRADE 1AATERIAL ��/\�j � ' OR EQUIVALENT � �j��i����%���'i�°y����%� �T��i�i�/�� °� � '� � TYPICAL ASPHALr ROADWAY SECTIC)N � - � 4' OR 8' CONCRETE PAN PER PLAN � , - WASHED�STONE� To 2" SCALE•hTS scA� NTS S?RAIG sTcUReRB1 ANTD RGUTTER 'I lE � Y • ' '��"�`'� UNDER SLAB DRAIN _ • � � -. ' sc� N TS � � � 36" MIN FENCE POST � � � . � WOVEN WIRE FENCE (14 1/2 GA MIN , �AAX � � � �TRENCH BAGCFlLL -' 6° MESH SPACING) WITH �'ILTER CLOTFi OVER Qa a d � � ` -'y�` 20`' MIN 4 0 �� � d °p d4 � �� r �. � _'�' _�` _" ,� ° a Q 4 — ----a- - ' � � - � � %i �v � � F'Rpyy UNDISTURE3ED GROUND o —. a a ° � ' CUSS 8 � ;'. '�------�. / d a a d � � . ROAOBASE ;�, � t 1° � a ° a ,`, l y�` 4 e o v � iO ' �' c ; BZONEG EMF3ED FILTER CLOTH� 16" MIN Q ° ° — °^ a � � � i '; , MIN 8" INTO GROUND , � a � � � e e / v d a °' � � � UNUISTURSED � �-, SECTION / � d a ° SOtL �% ,' - �L r �n/� � o ° d a a �� ' •. •�;:•i� ` d " � ' � � � � � � � ' ' , ' ri. '' '�'''� , ,_1 � i/4 00, WOVEN WIRE FENCE (IUIN 14 1/2 GAUGE, � � � PIPE S1JB�E 6' 4lIN MAX 6" MESH 5PACIIJG) � � �= . �o' MAX � s� � 5� � � ' � . � C 70 C 36" MIN F ENCE POSTS, '� � R �.� ` DRIVEN MIIV 16" INTO �' � � � CULVERT BEDDING DETAIL GROUND � � � � � � f' . = t SIDEWALK TRANSITION A � sc�u.E•N TS ' ° � , -, sca�� N TS ,� � 'l r ` � � ' r � � e � � � Z 1 � �� � HEIGH f OF FILTER � Z� , = 16" MIN � � �w w� ' 11 �'7 � W1— WW .� . � i � r� �� • , SAWCUT AND REMOVE � f — �Q �a ���� O� 8" MIN . EXISTING CONCRETE N y a, R o. 2-2' LfF7S 0�' GRADING CX F�� � _..�� , � , wo HOT BITUMINWS PAVElAENT (HBP) � � d ��T �, ---a�---^4 a i Q �/r���' _�__�_ CURB AND GUTTER EXISTfNG ' � 4� a � ^ ° � EXISTING � PERSPEv�VE VIEW CONCRETE ° � �"-- - -- -`--- `-" - ' - ° , ° CONCRETE � 6 2 1 SLOPE �., a a a a e 4 � 12" ___ ._ -- � VARIES CONSTRUCTION NOTES F02 FABRI�ATED SILT FENCE Q ���_ o �_____�_ ° _ e � v{y 2% SLOPE BACKFlLL d --�- a " 'i"' 2 6' t WOVEN N1!RE FENCE TO BE FASTENED SECURELY '0 POST5 STEEL EITHER T OR U TYPE OR —�______- __�.. ° T�_��_ � FENCE POSTS WITH WIRE TlES OR STAPLES 2° HARDWOOD a e � a A � � -�----- --- ; . ` "" '' ' ` 2 FILTER CLOTH TO BE FASTENED SECURELY TO FENCE WOVEN YVRE, 14 1/1_ GA 6 ^ a � ��_�__, ° 4 n cO , ♦ WOVEN WIRE FENCE WITH 11ES SPACED EVERY 2�" MAX MESH OPENING d a ' I a G -� e EXiST1NG AT TOP AND MID SECTION ° --z9--� -^--�----a------a a---- A — ° — �! , PAVEMENT SEC11aN � `� ______.—� ° � ° a _____._ � ' 0 CLASS 3 WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH FI�TER ClG7H FILTE:R X, MIRAFI t00X, -Q a— ,y c � s nec ExisnNG OTHER THEY SHALL BE OVERLAPPED BY SIX INCHES STABILINKA T140ra OR APPROVED J _ " _.�4 ____e. 3�.._ a ^ � cRADE nND FOLDED EQUAI a ° a a 4 8.t a �g � a a ' y > 4 MAINiENANCE SHALL 8E PERFORMED AS NEEDED AND PREFABRICATED UNIT GEOFAB, G � � °� ° n o �� t-6' uFT OF CLASS 6 MATERIAL RE�AOVEQ VVHEN "BULGES" DEVELOP IN ENVIROFENCI=, OR APPROVED ' ; AGGREGA7E BASE COURSE. �'HE SlLT FENCE EQUAL i 2-6" uF15 OF CLASS 1 5 SIIT FENCE MUST EiE INSTALLED BEfORE - � � ASE COURSE. t�` 6' 5' 6' AGGREGAiE B QEG�NNING CONSTRUCTiON. � _ SIDEWALK TRANSITION B � , UNDER SLAB DRAIN SILT =ENCE � S�A� tvTS PLAN SCALE N TS SCALE N T' ., � . ( _ � .� 3/4" HOTWATER TUBING . IVIOLDED PAVER EDGE RESTRAINT SEE MECHANICAL �JSED WHERE PAVEMENT ABUTTS ', 4"XS" APPROX 80mm � ' �GRASS SURFACE ;', PAVER STONES - "2" IN SHAPE 2" SAND L�VELING BEQ SWEPT SAND JOINTS HAtJD TIGHT ' . � CURB AND GUTTER o�p,po R�G�s�.� •'.�'•• UO�;:� '� �lOtF�t�` � � � �� -, , � PROPOSED • � � ���� � �_ � � � �� � • , _ , w ASPHALT � 31658 • ` , � ' GY�OC� o n0 : , �� ' � S. ••....••' ��t� E?�TEND COMPACTED - 0 2' 6� S��NA`EN 3-( � B��SE 6" BEYOND EDGE � oo ' SIGNED: TG Oi= EDGE CONSTRAINT � o00 oc�oo 00 ,' �� � __ ,t, ` - � _,, .--M-. _ ,�` ,; '. -, � - ��� DRAYVN: TG _ r,< _ . , ,' ��: �;� '',� °�y� _ E' _ � , z REVIEVVED: JE ' EXISTING SUBGRADE j �' ^' ^ �'' � ' , PLC JOB�: 809 D WG #: " ` ^ DATE: 2/18/00 � y 18" GRAVEL ROADBASE SUITABLE REINFORCED CONCRETE CURB LEDGE � -,r PER GEOTECHNICAL REPORT RESTRAINT USED WNERE PAVER STONE � ` , , . PAVEMENT ABUTTS ASPHALT PAVEMENT � � OR EXISTING PAVERSTONE PAVEMENT SHEET - , PAVE STONE ,r �� , - SCALE•N' S ; '� ' � D� , � .r " ��,� r�� � , i� �; r'� � i r �;4 ; � , ; �� � "�° ' ` i I . . � } , ` (1� ` ` t f f � l + , r ,r°• r'� ' ( ' ��� � � ' � f'a ' 1" � . I 4"�.. µ� / / 4 � -- � . _ R _ � ' � � ..__ _ " _ _ _ _ ""_ '_ ' __ _ ' ' ' ' _ _ "_ _ ' ' _ "' ' '_ "