Loading...
HomeMy WebLinkAboutTemp00077 __ _ . _ _ . _ __ _ _ _ _ _ _ ,_ _ __ _ . . _ _ . _ __ _ _ . _ __ ._ _ _ _. . , . - ; a =, - •- c <- t - , .� . . . � . . . . .. . . . . . .. . ,. � s. � . . . . , . . r . . � . . . . ... , . .. � . . . � . . . � . � . . � . ' ' . : . . . � �'. . . . , . � . . � . . . . � ... :.I . . ' . . . . .+ . . , .. . . � � . � . . . � � . . , � 4.2 � 1 2 2J 3 3.3 4 5 5.4 6 7 8 9 9,1 10 10.5 11 11,4 12 12,5 13 �•. � ...� � �„ � r n i n r . n i s r n r ,s . � '�w . ,�, 19-62 13-10 8-8 4-0 26-6 3-0 19-62 8-52 �q.�-p° 28�-0° 14'-0° 28�-p" 1$�-6° 9'-6" 14�-2A 13�-10" 11�-6" 16'-6" 14�-Op 14'-0" � u � I � I � 1 I I I I I I I I I I I o � � � � ' , � z � : � z � 1 1 1 � � : HIL, L GLAZIER O 6.�.0 I I I I 6.�.0 � s.�.O I I 0.�.� I ' I I I I � � � I I A R C H I T E C T S � � U � < � 9 2 5 A L N A S T R E E T P A L O A L T O C A 9 4 3 0 1 ; z � � � � � TEL 650 .6i7 . 0366 FAX 650 . 617 . 0373 � � '-O 9„ � � � 28 �6 � I � 1 I I I I 5'-72A I I I I I I I I � 16'-32" •_6! 12'-92n �� I I -6 I . +99�-5 3/4' +98'-5" � N I Q � � � _ I I I I I — .. ——— ——————————— I ————— —— ————————————————— —— ——————— ——————————— — ————— ——————————— ——————————— ————————————— ———— 1 ——————— ——————————————— ————— ——————————— ————————————————— � A 1 � � - � - - - - -�--_-----_ - - - - - - -r— - - - - - - - I - - - -_ - - - - DN 2.17� - - - - - - - - - - - - - „ °w g" g" , 1�� +99'-5" o I $ +99'-6" � +99'-6" +104'-0" o ��'' R26' 6�� � x ^ i � I � � � I � � � 1,_ n $, 4„ T.0. WALL / c� � I I t I I I I I I I � °' I I I +99'-41/2" � � w \ � L-------------J � � �i I ao DN 14.5% �� Q a n � u I \ �� / +9 NN o �N 8 +1 OO -O i i � � Z i i I , �� �� � W � 1„ 1 I � I ° I � � I I I I I ;,,, � N ��—�„ ��2 � � 6.1.�7 � � I N � � � _ 2'-2°� �n +99'-3 1/4" � +99�-3 1/4" \ Z °N +99'-3" 1�-8" +98'-5' o `icv ' . � ° o r-� � 4�_�„ � . � , ,. � � �--' � +104'-0° I +99'-6" I , ]„ +99'-3" � 5-6 I 5-6 � / � 1 -1 I � . � „ � � �� I I I I +104�-0" � � � , n � �� o �`� I R T.O. WALL � � 2 H ��N I � H DN 9.8 % 2 8-2 3-6 ; o �' +ss-s �' .- °° � � � -- -------- ---- A2 � �, Of Cp1 , ---- ;r, _ _ �•, - -' C--- - � - ----- - ---------------------- --- Q�� �.p A2 . - - - - - - - � � •u; �,... � , K , �}. _ � ,—, ,��. m o,"v - I � � I I � '_ ✓ C� ALIGN � a, � �'J ,_,_, - - - - - - - - - +103'-0" - - I - - - - - - �O ���V g_0 � � T I �N S ,��N C. hr�l 9� ,— i i � i _ � i i , i i i i i i � � ��3t l�► � A3 �` � � ^ � —� _ �.— _ _ _ � No. ° A3 �- _ _ _ _ _ � _ _ _ _ � - - - - � _ +99�- - � - - - L J - - - L� - - L J - - - L J a? � � - X � I I I I _ `r -2765 � i Q � � - I I I I �_ ;� � I � • 11'-8�" , p I +99'- 7/8" I +99�- 7/8" I +99'- 7/8" I "' ' I I I I ;,� !� • I +99-8 2 +99-9 I I I I I I I I I I I � _ � a, � � � LOW PT. LO PT. LOW PT. � � � n '-3�° I I I I I � C � � . � +103'-0" I - 7 I I I I i _...� +99- . +99- � 4.� . n s � � n � w � . n w �� I a a � . . � � �. . � � � . � A A _ _ _ _ _ ,- - - - - - - ^ - - ON 1/8 PER FT._ �- DN 1/8_PER FT. DN 1 J8 PER . _ _ N 1/8 PER FT. DN 1/8 PER FT. _ _ ON 1/8 PER FT. _ _ _ o _ o _ - � - - - -�- - _ A A I �t � L J .=� � �p I �. I I I I �f � �.. I � '- p r�oo , „ , n I � » � „ 5-72 3�,�6„ N � ( � � �. � � � � � � � l ' I I = 0 1 -0 1 7- � I I I I Gl rIN +��3�—�� 2�— �„ � I � 0, q � I I � � � z I� CO � � 6�—J� �^ � � ( � Q � r � . . . . . !_0. . . � . . � . . . . I . � . . . � ' I ( a � . V I � w � I � � � �l � � � � � � � � I I I I I -2 j2w � I � I I � I �N i I = � � 3 � �� �, � ( M M � � � � � � r � !1�� — — — — — — — — n � e �n pp N (�y I � � � � � 10 Q � _ 8 4-0 '-102 X � ; �,�, � ,. � , ,. , ,. , „ � „ '- . „ � „ �. � � � W M +99'-8" I 4 N � ' g" '� i � _ 1 -6 0 : 12-0 5-6 5-6 12-0 . 0 1 -6 _ � � -� I i I i _ � a � ' (� ., �� 3 N NN N N � � � � � �� � � -�----------- - -------�-�--�---- � _ I N � � � r I O �O �--� �--� —p� — p�c- I � a �.17 --- � ' — — — — w — � — — — — � — — `_ � O � o � � ,--� 7-0 2-0 1 -0 • - - - - - - - - - � A5 � - _ - �'— � '� 1'-0 � 2- ,r- ��- —,� �, , t A5 cn � - - - - - - - i - _ � / N 7 ]„ � �„ _ � _ --►� - _ � 1n 1. 4_10 � � „ � �}----------- ----------- ----- _ r1 \ , � r n M � n , n I L— � A5 3 � I L� - .'- . a �r- � = 3 10$ 12-22 �, _ � �., 12-22 9- �� I I 0O . ' - _ � _� �n iv i�' : � = I I I I I I I I �o o � � �oo I 6 2 � X I . � w � � � i „ � � � � OPEN 5.1 � ---- ----- - II � 8 ' N ' � ' � � - - - - - - - -._��� - - -Q - - - - - - - - �ri- - - - - - - qb q - - - - - - - - - - - - - - -- ------------ -------- ----------- - =----- - - ----- --- ---------- ----- --- -- -----�---- --- ------- --- -� � � � _ 'F99�— � P7100 �����_O» � � ^ _ � � �N ■ �-6n �'��„ �Id' � 6.�.0 � N � p �{�EN � 1n� � ( a r� ON ( � ON a ( rIN 4 ' I 4�A ��n O � � I I �1 -2 I �_8,�I I� � -FlU3�-�� � � � � � �" � X 2 4 i �r �n � � � r I °' � a � � � oo � ^ z � � '-4" 6�-8" °° � 0'-94s j' `_' CONCRElE FlLLER AS `j' �° _ � ' COORDINATE 8'-0" 9'-8" r o � CLR � � ROCAl10N�OF STONE _I i ¢ � I a ------ '� � M�Id' � � � � n I � I � �Ci� I � � CiLR I � �� � � 00 I I 9 FLOOR WITH ID DRAWINGS, � � .�, 1 - I ;,,, N � SEE NOTE #3. --- 2-1 � J OPEN � � � ; � ; X I I �, II N �? - - - - - - �-� -� ��-$A _ _ � _ _�'- " 8'- " 8'-oA 4�-22n ' 4° �o'-s° +99'-9 1/2" _ _ oPEN .1 ► i � A7 �� = 10° a �,c.i CL CLR ,n ;n � ' 5" " o � o � o _ o � I 11'-9�" 2'-41" � � � � o � � o � � � � i � � 4 2 I co vi °' � °' � ° oo vi '-10° 1�-0" 3 � 2-108 2 = N � o � OP � OPEN I v' � °° N v' � � -R i � II � w c' . . 4.1 � p°O z o v c� c� °� � � A , „ $'-0" . °' � �' �'' � OPEN °' � X : o o � � � f- +99-8 +9 - I a � ao �ic� I v -2 1 - _ co r,,� ►,� °' oo c� I _� I I Tioo A� •-- I � e - - - I - - - - - ( - - - - � o i ' � i � - - - � - - - - N \ - - - - - - - - —;— -- i� � i� °D � PEN - = � - - I � - � - - � —r- z !l� � +101�—��n p)N _ � � s ' a ��N � � � � �n e — -I � o � N 3_p,. � �N o r� � co _� � n � -� ��.. � -8 4-102 � ,�,� , , � A$,2 � '� W � I � - 1/ _i � ^ � T I I - � 2 ,. ,.. . . � ` = EQ EQ O � � �A � �_57= I I I I I� � ."- O � � ° +99' " � '-10" 8'-22" r11- 0 8 � n I I II CLR 12'-8 " I I I I �r, � � � 2'-48� n I w l � 2 +100 -0 j j o '_s" 4° , 1 � _ � �C� �""� z eo _ r, _ _ � I r 9�-8 " 2�-7 2' 108' � . o '� \" J � . .� /�J � . � L� +99�-8� a�„ � . �.�� IN �n = . 3�—J� � . �. . . . . � . � I . . _� � . . � � . . � . . `f� + 1�1 O . _Q �- ' r' $ i N'°O = � � � � � � � I I I I I = � � I °� rn � - � i� ;d. � � °�O I =V( - � ` — � � I � I ( . . . � 1w r 3n � . N . F.�-....._..-v.: . .. � � . � . � . . G�.� . I �A . . . � . . . . _� o +103-0 � 1» I 32 X � 6-14 1 -10� 2�_O_ OPEN _ �j ;� � I 7'-8w 3'-0. -9 = 7�-8" `o � I I I I I I n`�' 8 \/ °° � �- � N f- � L CLR r c� I I I ` I � I I � � Q � � _ � o � � 3- 4-0 [�, � � , „ � � n � V � o N � � p � r o 0 z A9 9 5-� 1'-4" 6'-8" ¢ 3- � � � _ � � � _� 102" 5'-6g" 4'-94" 1'-5" �, A9 9 I�I w � � c.� R o o � OPEN � _ R � � � � � � °° � \ � ------J - I � � '-� - - - - - - - - - - - � - - - - _ � r1 — — — _ � — — - � — — - — — — — — — — — --- ---------- — — — — — — � � - - °p +99�-8" � �I � - °D � — � - N - - �— - - - - - - - - - - - - - -�= - - � �t- � 1- -�oo =/� �� � � A10 � .-- ;� ' � � � � ' � - � , ti ' � ' � �- = N �"° ,_ A o A10 Q r-� '-04 1 -1 +9 ' 7 1/ " � � � � 3� �n � �n cn DOCK LEVELER WELL L J 3'-0" 28 5n c� �N � N, I I I I �_ �� I I l I I I I w I z �N PER MFR I 2 7$ w I � „ 3n � � � � _ I -F99 9 1/2 I � SLOPE ' <c � � ° . . � . „ � n � . O— � . . I� . . . . . o . � „ �_ b , � n � n � „ , n � n , O SLOPE� . . z . . . � . 0 � . �'l- 4' � w r- 1� � �� � �� Q �� 0 �� � � M l d' �Id' O 7 +103 -0 �-' 1 -0 , , . , � . i � � i i � i 5-9- � � p 1 - -6 1 - -6 o � g n 2-0 .� � _ � r-� r� r-� r� � � w °O � '� 6 4.1 °� �' SO � , 5M " Q �A � � N � � � � � I � n r a P7h�' n 5-9$ � = I ;r, _ � 5_p 5� � 7 � I o N 4'_3" �F6 � I I I I I 5�_�„ --�rn I `I I �� I � �",� � � � I 4.1 +s9' 8" ;�. i �'-9" 1'-7° � :d- All - - - -� � - - - - - - - - - - - - - - - �,� - - - - - - - - - - - - � - - - - - - - - All n 32 '-6" 10'-0" 4�-0" 10'-0" 10'-0" 10'-0" 4'-0° 10'-0" '-0 '-6 I I EQ Q E EQ o SLOPE I � � � I � I I II I SLOPE o I . . . � � r n � . . I 2—� � � i� Q —3 3 4" / � ��_$• 3�_�.3._Q����_84„ � ov _ oo A � +103'-2" _ rn I _ � �N _ I � ;.� T.O.WALL i � I o � � n , „ � a � � 1 n n � _ I � � a i „i a � � 1 �- I 10� 5-6�� 4,_9�A ��_5�. � 5'-p" a r -� o ,-,� ,n,ao 5-0 1 -52 4-94 5-6$ 10- I 2 S 4 2 Al2 - - - ° - - - - - - - - - - -' �' _ °' _ _ _ °' � � � � 2-°�p - � � ;-- � - - - - - - Al2,2 2 � in �� u�l ir) 1'-4" `i' Q o � -� ,= �i I I I I = - - I - _ -I- 1 +99'- 3/4" � `� � N o � � � I o o°O � N '-'-' � 630$ � Z � O N I � N I ' p � �v 5-� �r' .�°' _ I I I ' I Q SLOPE a� � ^ i �'� � _ � � ARE�� � � AR 1 � � � � � i i i i i i � i �R 1 � � a ,9,�._ ..._ �' . . . ��.,� - -- --- -- --., _- - -- -. - i ... ,� ._ � _ - � :.__ .. . . - � -- . � . - . . .:- . . ------ - - _ _ -- ... . _. ; � . . _:. . .._.. . . � i i i �: � ,�R �� i � i �. �.. � � � � � , � � � � � � � � � � � � � � � � ' � I I I � � � � ' I , ISSUED FOR 19'-62" 13'-10" � 8'-8° 4'-0" 11'-3" 15'-3" 3'-0" 19'-62A 8'-52" 14'-p" 28'-0" 14'-0" 28'-0" 17'-92" " g'-6" 14'-2° 13'-3° '-4 3'-11" � 5'-3° 6'-5" 10'-1" '� 13'-4" 1 " 13'-12" 04/07/06 PROGRESS CD SET � 05/12/06 SUMMARY PERMIT SET ; 1 2 2J 3 3.3 3.5 4 5 5,4 b 7 8 9 10 11 11,3 11, � ��.6 �3 05/22/07 PLAN CHECK RESUBMITTAL �� 4,2 9,6 9,1 10.5 10.6 12 12,1 12,5 12,6 07/18/07 CONSTRUCTION SET � ���2 N 10/23/07 , BULLETIN �001 ,1 - 11/05/07 2 BULLETIN �002 , 03/04/08 3 BULLETIN �017 ; , , 0 4 8 16 24 I ; 1/8"=1'-0" LEGEND GENERAL NOTES KEY PLAN __ __ .\NOTES\Notes-Slab-PLAN96.DWG ����� R� � CONCRETE WALL 1. CONTRACTOR SHALL VERIFY AND COORDINATE ALL SLAB OPENINGS, SUCH AS FLOOR ��� � '��''� CLOSER BLOCK OUTS, LANDSCAPE BLOCK OUTS, PLUMBING BLOCK OUTS, MECHANICAL CMU WALL SHAFT PENETRATIONS, TOILEf EXHAUST SHAFTS, FAN COIL UNIT BLOCK OUTS, AND � STAIR OPENINGS, WITH ARCHITECTURAL, STRUCTURAL, MECHANICAL, PLUI�BING, - EXISTING CONCRETE WALL ELECTRICAL, IANDSCAPE, KITCHEN, AND LAUNDRY DRAWINGS PRIOR TO INSTALLATION. � R� -- EXISTING CONCRETE COLUMN NOTIFY THE ARCHITECT OF CONFLICTS BETWEEN THE ARCHITECT, STRUCTURAL, � ��"� MECHANICAL, P�UMBING, ELECTRICAL, KITCHEN, AND LAUNDRY DRAWINGS. OR SLAB OPENING 2. CONTRACTOR SHALL VERIFY AND COORDINATE AL� SLAB DEPRESSIONS AND RAISED S H E E T T,T�E � � SLAB WITH ARCHITECTURAL, STRUCTURAL, MECHANICAL, PLUMBING, ELECTRICAL, _ _ _ L OTIFY THE � � LANDSCAPE, KITCHEN, AND LAUNDRY DRAWINGS PRIOR TO INSTA LATION. N �EV�L 05, AR�A 1 ARCHITECT OF CONFLICTS BEfWEEN THE ARCHITECT, STRUCTURAL, MECHANICAL, AREA-01 a��-o2 � SLPv� PLAIV j , _6. - RI � PLUMBING, ELECTRICA�, LANDSCAPE, KITCHEN, AND LAUNDRY DRAWINGS. ��� SLAB DEPRESSION OR RAISED SLAB orM 3. SLAB DEPRESSIONS MAY INDICATE AREAS THAT WI�L REQUIRE THE INFILLING OF RI � TUBE STEEL COLUMN CONCRETE TOPPING AS FILLERS BEfWEEN FLOOR FINISHES. , o AREA-03A AREA-4 AREA-03B P R o�E c-r 02028 ! , OR LOW WALL OR CURB � , � 4. SEE DETAILS FOR LOCATION, SIZE AND EXTENT OF ADDITIONAL CURBS NOT SHOWN ON o A T E o2��s�zoo� THESE PLANS. - S C A L E ��E�� _ ��-O�� li, RI STEEL C4LUMN 5• ALL COLUMNS DIMENSIONED 2 1/2" FROM EDGE OF SLAB ARE FOR EAVE SUPPORT � "�� � �� i � O N L Y A N D D O N O T R E C E I V E F I R E-P R O O F I N G, T Y P A L L A R E A S A N D L E V E L S �� �� � � � RAMP _ � SHEET � �:_a��� � . . . . . . . � � . � . . � � � . . . � � . . � � �-,�,:.� � p 3 �.�s� I . . . . . . . . . / . . � . . . � � . . � ... . . ; RI �� $m� � ���� CONCREfE COLUMN ) � � OO HILL GLAZIER AxCf�T'ECTS, IlvG 2007