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HomeMy WebLinkAboutB14-0032 B13-0552 S100M c Y 4 6 @-) 8 cy) 0 0 0 0 I 10"� 13'-11" 6'-8 1/2" 15'-10 1/2" 211-101/2" k 26'-9" 6'-0" 16'-3" (n 41-1" 2-11 1 n 1'-9" Ay _ 11-4" `� T/WALL= 109' - 1 1/2" T/MAT = 841-0" L� 3 ir 9 ' T/MAT= 76'-10"TD v STEP 81/2 'i a• _ T/MAT -I 1 1cztr---,r I rn a? i T/WALL= 109' -91/2" �8" 1T/WALL= 109' 21/2" i • .o CN I RETAINING WALLS. SEE LANDSCAPE FOR c6 IMk1WMI "' oo ; LOCATION AND ELEVATIONS. SEE S340 FOR "'-ff 0 � Tip N I DIMENSIONS AND REINFORCING. AT"STEEL Le i WALLS" PROVIDE RETAINING WALL WITH 3/4" HDG o cz) a I APPROXIMATE EXTENTS OF U i i� ST:P T/WALL FW3 31-9" I 3'-0" MAT PLATE AT EXPOSED PORTION OF WALL. TEMPORARY EXCAVATION STEP T/WALL ' " ATTACHED TO WALL WITH 3/4"0 HAS AT 12" OC. CONTRACTOR) .W 2'-2" FOUNDATION 0 RFI 037 7 SHORING WALL (BY 1:1 5" I- 1'-6" I SEE 1 1 S310M ..�ditt3 SEE ARCH — J07_41 I LTYP ___ __ ® S310 STEP B/WALL -+�� � \ II 3" ' r I II SEE 5/S340 1-8"1 �h T/WALL= 82 - 9 @ I T/MAT = 89'-0" T/MAT = 94-6 I I 7'_p" Ili II 1 T_5" Irl. 91.511 STEP I �, B/WALL= 107' - 0" W T/WALL= 109 - 6" IIIT/WALL 85' - 1 111 - " 1 -2 I T/MAT cel ,,1'�'�,vr�1 `" oc T/WALL = T/SLAB �, T ► ALL= 130 11 1/ 1 FIMIIIIMMII - Mi-WhifiN-17MTEirkraNNIMIWww-• - ir MI- 1 diEN - e • ...... STEPT/WALL= 109' -21/2" T - - - - - 7 I -' T/WALL= 98' - 71/2" I I _ _ LA 4 _ T/WALL= 127 - 0 T/WALL- 130 - 61/2 il -T0 - -07Pr.°/WALL 1 I � 1 1 o _ _ I E - - �" I ' i• 4 - M STEP T/WALL = h. _ I I N I = N ,ii._ lulwlaxiwmIl• = ,.... STEP T/WALL ► _ o o FW1 FW7 ill T/WALL= 127' -0" FW7 "' ° FirA .A I I 1 : N i I i i. _. T/WALL= 106' - 611 I 41 - 1- - - . 1 T ,1 ". „ J T/WALL= 102' -6" T/WALL= 113' - 6" Ii ��I N- 3'-0" eil T/WALL- 121 - 5" STEP T/WALL 1 -2 0 - wm T/WALL= 99' -91/2 J - I 01,,,:sI B/WALL= 110 -0 'T/WALL- 109 41/2 J AJ Il J I 1'-211T/WALL= 108' - 01/2"/ FW1 Q Q aci_ I I �., •w Q I 11 , EL _cy,. LU LU LU 1 H 1- w T/WALL= 125' - 11 1/2" / 111 -- '1110 1- 1- cl_ 1 u) u)i- I — ' B/WALL = 97-6 = _ T/WALL= 138' - 7" N ; I 1 I B/WALL= 103' - 6" B/WALL 100 6 1 I I I i I B/WALL= 94' - 6" I BTWN BEAM POCKETS I � - I - - - - -�'- - - iic--) • SEE 1 / S211 - T - - - j- T - c. T - - , zs? I I N vim \ { {:.. N ' I COORD W/ARCH&MECH 14110 ' STEP T/WALL I I , I ='CA . ,P.R4 3 III 3 ' i - SF1 -LT/WALL= - 0" i i ' nc ;.:._ 4" S310M1 . S310M, I - II :- II 1 1 STEP T/WALL ; I � ���� I II I I521-0" T/WALL= 126 51/2 ... 21-8" ill 8" 311 7" 4" 1/414" 1 1. I I II I II I " , I 1 r: f 811 Nig 2 T/WALL= 95 -4 STEP B/WALL I ' r 1 nI I .N. .:6'''t4- ..'' El ' S ' 05/05/2015 0 coi IH'" T/WALL= 103' -2 1/2" El ti \ I 1 Ln g I 1 9" 69" T/WALL= 109' -41/2" T/WALL= 114' - 9" A S310M KHWEBB ARCHITECTS, PC T/WALL= 99' - 91/2" STEP T/WALL ' i T/WALL= 102' -61/2" T/WALL= 126' - 51/2"AD I �1'-2" COPYRIGHT 2012 STEP r:3' T/WALL= 97' - 10 1/2" V T/WALL FMo I i II ' 6" MARTIN MARTIN 0 _ _I _ ri_ _ _ _i- STEP WALL - - - - - - - - - - - - - - - — — — — — — — — — — — — — — — — I STEP T/WALL I I co NSLJLrING ENGINEERS -I Ara I- M . IIIIIII�- _. I AI STREET, I T/WALL= 115'- 101/2" 1 I ;, 7I T/WALL= 98' - 101/2" !'8„ El FW1 I FW7 N i 225 MAIN 9T ET UNIT C I UA ______ STEP T/WALL , Eownl.o=. COai.noo 81 s32 \5310 T/WALL= 98' - 71/2" `) I STEP I I i _ _ _ _ I I e7o.eae.6007 I I CV i % '370.'325.15007 I - 1 r T - - - T/WALL= 119 -3" I I "' 1 1�-61 - I T/WALL STEP STEP T/WALL= 114' - 1" I i 1 1 T/MAT I TS I I I I [.� J 17 I --- --- --- L —; - B/WALL = 94'-6" I i _ •:::ce STEP T/WALL F = STEP T/WALL I 2'-2" 2'-8" fit 8" A ��r I ���1� T/MAT = 84'-0" i T/MAT 891-0" T/MAT = 941-6" STEP B/WALL ' ' t+r'+ Willi 8" 1 - I- - - FW6 - - - - q - - - - - - I-- a SF1 I B/WALL =1197'-6" n - 1 11 B/WALL= 96' -6" g I Q 1:' IIIT/WALL - T/SLAB T/WALL= 102 - 6 � I 11) 5 1 ' i i ©TYP I= C3 _1 I \S310M, I I 1I I S310 iE ...:c l I I.1.11 i i i - - STEP B/WALL I I I I I P''y► I I I 61/211 :If iii 11'_2" N 11011 I 9112" ; k i i 1311 .JOE 11 D -J I I I El I 1 5 1 6 CO 1 1 k I B/WALL = 1001-6n PO , 1.r; 10 I I I ' I M 1 1 I I I II _1 1 1 - 1 STEP B/WALL I ' I I I 31_911 I I ; - - � I , I I I I I 1 N N 4 I I I I — 2'-2" I I i 7 c9® 7" ► Iii 11 r r 11 T/WALL= 109' - 1 1/2" STEP T/WALL �� I I 1 N 5" 2" ' I ' I I I ' 3 ` �H - ' T/WALL= 85' - 1" 1 1 A 1'-6" I I I 4" I I I gir o 21,_ FW1I / IMP Q �1 I 1. I I I I I I PROJECT: 13.0291.5.01 ��i B/WALL- 103' - 6" STEP T/WALL I — ! DRAWN BY: KH N 1'-8" `� 11 i i i i i / T/WALL= 115' - 101/2" j Q I 1 1 I I • I DATE: 06/13/14 11 11 1 1 3 1111 5 1- I 1 I � I I �� 10"' 2 2 I Vii REVISIONS: ZS 111 11-0" w / 1/ STEP T/WALL \ - 1 11 I I i I 1 SF1 2 T/WALL= 98' -7 1/2" T/WALL= 116' -0" - ' T/WALL- 109' -41/2" I 1 I " J III co� �N ' ' oCO 1 1 -2 - 1 -2 FW1 I 9 PERMIT SET REVISION 07.03.2014 III E I ED I 4" 5 1/2" = I � I I I I o STEP WA L FW3 ' _ - 4'-101/211 21.011 1011 411 = FW3 -I J 'SEE MAT FOUNDATION iih==.r...m_ '_ _ _ II - CD PACKAGE#1 07.25.2014 Y w ' 1 LoM M 1 ' STEP T/WALLPERMIT SET REVISION 09.23.2014 Co I- �- - �!. I I �, to_ N 1 I I ASD=OA1 KAGE#1 REV 01.102.2015 - _ STEP T/WALL_� I ` Iii CV c� CV I I i o o i I ASI 013 01.27.2015 • I MIN. _ I 1 I 4AS1014 01.29.2015 „� a - I = I w w I STEP B/WALL I _ - .ASI 022 03.03.2015 0 o - I o ii�i� i —T— —TB/WALL='106' - 611. LH I 1 �- I-- - '1- i --1 -- --I -- I I J FOUNDATION PLAN NOTES - � �� I 1 J � A RFI47 03.13.2015 I i _J AT/WALL- 117 -6 1'_2" �/ I CONFORMED SET 05.05.2015 11 T T/WALL= 109' - 1 1/2" I I I i = , „ 1. SEE SO SERIES SHEETS FOR GENERAL NOTES, 1 „ „ 1'-2" 1'-6"TYP T/MAT - 761-10" _ _ STEP 1 I 1 T/MAT 84'-0" 15 5 SYMBOL AND ABBREVIATIONS. T/MAT STEP T/WALL I 1 I 2. SEE S3 SERIES SHEETS FOR TYPICAL CONCRETE i 4" hr 1 _ 5" k 5 „ SEE 5/S340 T/WALL= 109 -41/2 i I / I i DETAILS.' � - z, + 4 2 '� 1 � FW6 I � #5@121" OC EW T&B CK FND SLAB W/ O 1 i 3. SEE 5310 FOR TYPICAL FOOTING DETAILS. ` w 4'-9" i 7'-10' i 4. SEE 3313 FOR TYPICAL FOUNDATION WALL ' ' A 0 o Q 10" 13'-11" 1 6'-81/2" ; 1 15'-161/2" 1'-9" DETAILS AND SCHEDULE. � FOUNDATION PLAN M 0 < 5. SEE 4RCH FOR T/STONE LEDGE ELEVATIONS L J w/ MAT 0 FOUNDATION PLAN 6. SEE 5/5-340 FOR SITE RETAINING WALLS , 9" m2CU 9" 22'-311 511 OUd � fix.. / /� zoo 1/4" = 1'-0" m CL U C PLAN NORTH � aw � S 1 0 0 M