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<br />- I
<br />34'-6 1/4" 22'-8 3/4" 27'-6"0. 18'-6" fit 27'-0" 27'-0" 27'-0" 27'-0" 15'-9" 31'-0" 62'-2"
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<br />I 1
<br />/21/2" 34'-3" 1" 42'-6" 19'-81/2" 35'-3" 1" 19'-7" 1" 19'-4" 1" 34'-10" 1" 24'-45/8" 24'-73/8" 16'-0" 1" 35'-41/2" 'IT-0" 1'-0"
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<br />_ / I 2 3 4 I
<br />1 s12 I I A355 A355 A355
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<br />v N 10'-2 7/8" _ - = o r rr
<br />o I 4.3 1 S12 bo ° 4.3 5' 4 5/8" 8'-7" 5'-4 7/8" 5-4 1/8 I 8 7 6'-31/8
<br />c� ' rn 1 S12 ;n - EDGE OF LEVEL EDGE OF LEVEL 2'-11" o0
<br />A M 1 rn c E3 C_ 1 cn 1 S2 2 N - I ! - S2 1- -- - 3 ABOVE - 3 ABOVE - - - - - - 1/ 5 0 1 0 1/ - - - -
<br />fr 2 1 - -- ------------------------------- ----- -7'-8 8" 4'-0" '-6" 2'-0" 5'-1 2r.
<br />N I 1 S2 1 S2 I _
<br />1 S12 - o . . .3 rn ----12'-6 1/2" 6'-6 3/8" r-6 5/8" 1l'-2" - - - o --- - - - _
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<br />3 I I 210 �_ r
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<br />I coM
<br />A301 J
<br />I 27A U4 c; l r L J o o I- -, CD -
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<br />1 S12 o - 0.7 I I / 12'-2 3/8" I A404 `V
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<br />2 I _,FN = I-2 1.37 11'-2" `I' 8 1' 1 3/4" MIN 04
<br />R1 R1 R1 - I cw I Q Q I ST5
<br />A353 � 1 ' , / R1 4b MIN c>? -3 114" -3 1 /4 1 � 20 MIN - 20 MIN 1 -O' 1-5 I x' . - - - 9D I Ln
<br />8.8 3.13 7'-3" 7' -3" 3.13 0.4 , rn e� s7 7o MIN R1 si2r 61.21' - FE 20 M N 1
<br />r I 1 S12 I 3.6 --i r ,. 8.8 3.17 1.37 51/2
<br />r 3.1 `4 � � ng, ��- C19 ;n 1 HR RES. CORRI RB-1 N ST1.36 C19 ^
<br />C _ IDF #2 L1 - - - - - - - - - - - - 1 2 - - - - - - -- - - - - 1.37 - I- - - C
<br />---- - - - -- - - - E � wa R r
<br />5' 0
<br />--- MIN , _ E-2 N 3.13 ° 1.39
<br />SH I 2 M20 2 M20 - 3 I.11 2 20 I F 1 R1 I r
<br />D - - - - iA ' - - �J -a'C5 - I i i I I I I ! - - - - - 1.39 - - - 1 - - - 3 TE-2 3.19 - I - - ao 1.23 O _ - I - D
<br />I_ o 213- I 0
<br />I 2 3.5 3.15 r i i 11P STAIR 2 S I S S ` 3 5 2r cr N 6'-3 1/8" 6'-0" 6'-2 1 /4" 5'-0" 3.13 I-1 3 4 i CO
<br />1 S12 O I T I I T� T I T T 1 3.15 -V r ., °�9 0D " ♦ ,. J- -
<br />4 3 _ M2 50 C2 3 -1 - 18 12 -7 3/8 - E . - 9'-101 /2 FP-1 I r
<br />M (V O
<br />TE-1LO
<br />1 I . . . R11 PE-1 L> U16 A212 050 I 048 046 044 I 042 040 038 I 036 63-4 032 - - - - - �� IN pC114
<br />In
<br />Q o� o� 1 1
<br />BZC - NI - I IN I I I 4'-0" o0b r ILA I I v --
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<br />/A5,05. r F . 2 °°°°°° 255 I ti
<br />1 - FEV FLU �/ I $•6 .000000 3 C20 TUBE STEEL POST I o r
<br />( I i o _ P OL F s I I I I FOR EV CHARGER °' N 2 M20 2/A506
<br />1 M20 I( l[�V �� 1/ TYP I 1 S2 3.4 n 22
<br />s2 EQlIPME _ _ _ -
<br />- - - - - 1 s2 - - - - o - - RO M - - - - - � 11 s� -T � � T 74 T I - - -T- �' - \ t - �- � - ^ -I Q - - - - - - - - - - - - - - - � � F
<br />054 Ct53 �+
<br />= 12 v I I O I 16'-8' I I ', 3 C20 `•,
<br />N I 3 C20 Cl) 1 S E3 iv
<br />c I I - I = 3,6 I 051 049 I 047 045 043 I 041 039 037 I 035 033 03t 030 029 - l I o -- - 1 S2
<br />Q' O N
<br />-
<br />G -I E - - - - - - - - - - - - - - I. - - - - - - - - - - - -I _ - - - n43G
<br />I ' ' ❑ o `-�rlt 9'-0rr 9r_Orr 8r-0r. 8'-0rr 8.-0° 8r crr 8' 6., 8r-0rr 8r-0rr 8r-0rr 8' Cr. 8r-0rr 8. 6" 6'-2" 9'-0" 1'-4" 9'-0" �� o 111'-0" 17'-6 1/2" 6'-11,r
<br />a I_ 2 3.6 5r_9r. I co I A L3 1 S2 r _
<br />o I 1 S12 -
<br />�4
<br />3.1 o I co E.D. I I q I I� o °0 E.. e
<br />N 4.3 B b _
<br />N r I/ y I N O rs
<br />L.I - - , �n - - I - E2 - _2 14 - - - - - - co - - - - - - - - - - - - - I - -
<br />' 3/A 05 u POOL ABOVE SPA ABOVE I N
<br />' I ;D I I Zo
<br />A201 2 I 5 1 /2'e 33'-0" 5 1 /2"' 6'-2 1 /2" 8" 18'-0" 24'-6" 18'-Or' 1 r-3" 9" 8'-6" 8'-6" 8'-6" 8r_6rr 10 8r_6rr 8'-6rr 8r-6rr 8r-0rr 8r_6.rr Err 61.67 - o A211 12
<br />V
<br />1 S2 I I I I
<br />33'-11' O - r ----- ---� . -� rn
<br />_ I I CD Ir4
<br />11
<br />2I-
<br />_ CO bL01 9L0 SLO I 080 Z80 b80 980 880 O60 - - - 1- - c.r - - - - - -
<br />o I I 0 co I I � i0 ( t o
<br />Zo I I I F--= --� 00 0
<br />0
<br />zo
<br />60
<br />pp � 2 A202
<br />' I , 2 45 MIN W o r i Cn I I I I „ ( LO
<br />N c0 0
<br />2 1- 1 S12 0. IDF I I I I I L--- ---� 1 1.4 I� 25 7 I /C�
<br />- - - - - -J- - - - -I - -- -,-- - ,- - - - - TYP.- - _ - - - - - - --- - - -- - - K
<br />�0_ I R1 I _ I I I I I I I- I
<br />r` r B a IN C CO = 6LO LLO 3 6LOI t80 E80 580 L80 680 l60 co r co o a
<br />in I cp ' i' i _ _ � ao � %� I I � o
<br />2 io � 4.3 _ - , _ - _ ao o - 2
<br />A301 N I I I E2 F3;A 05 L- J o , i JL ao 1 l °° `fl A301
<br />Isw
<br />1 S2 I 0 I L--- ---U 1 1 (• ( o
<br />1 I o I ----- - I a SHAFT SCHEDULE
<br />-_;2 - - --- -3.-_- - - - - _ _�- - - - _ - - - -- - -�-- -- -�
<br />00 I 1 1.39 �., 1 _ I I r I I I REFER TO MEP DRAWINGS FOR MORE INFO
<br />c i 1 S2 o io rn
<br />co co .o 3 C20 �0 o °'
<br />00
<br />r
<br />r I EO
<br />3 _ I to co I rn 1'10 108 106 1 104 102 100 1 098 096 094 1 I a_0 I A358
<br />T TY .
<br />4.3 I ' , 1 S12 2 8 - J R1 4r_8rr 8rr = o `° °° °° 3 C20 3 C20 1.1
<br />1 /A 02 4 �i E� iv - - - - -1- N 1 1.4 �. I i N TYP.
<br />1 I ILLfi N _ I TYP. o
<br />QD
<br />1 S2 0 . I ST 1 2 co cD ,_ 00 0
<br />I 1 A401 I e � � � � � _. � � � �
<br />- - - o - - - - - - - - - - - - - - - - - - - - - - - - - - -
<br />I ,Ly 3 moo• I o r
<br />r 1C0__
<br />11 S2 ) I o I Ico N I � _ _ 109 107 105 103 101 099 097 095 093 - --- - - - - - - - - - - -- - - - - - - - - - -N{J61.58' Ir=- -- -- -- GI-3 A358 N
<br />I
<br />4 3.20 _
<br />I I I co 1 I I _ ° 0)
<br />3
<br />00
<br />s N� 2 M20 911 8r_6" 8'-6rr 8r_6" 8'-6rr 8r_6" 8r_6" 8'-6rr 8r41 8'-6rr 6" 4'-7" 18'-0" 3'-0"
<br />A212 3.6 I l 0 1 in
<br />co N
<br />' r N
<br />�\ D. COio
<br />A% I I co D I I H
<br />3 2 M20 ei N o o I 3 C20
<br />co
<br />2 S9c I -
<br />io CAI
<br />p 2' 9c I I I 2499" 1 H I I I 1 60
<br />- - - - - - i _r - - 9 - - - - - - - --_ - - - - - - - - -�
<br />CH
<br />I 1 4.3 A4111 1.37� 3 4 ' GE-4 221
<br />9'-0" 1'-0rr 9r_Orr 8'-6" 8'-6„ 8._6" 8'-6" 8'-6" 8'-6" 8'-6" 8'-6" 8'-6' 8 -6 8'-6" 8'-6" 8r-6" 8 -6 8'-6' 8'-6 , 8 -6 8'_E o 0 0 =
<br />r r rr r rr r r r "
<br />_ I °°°qq °° 1.34 ~
<br />o°d o o j
<br />'1.13-- --' 8.8 GE-3 2 M20 - 1 M20 o°ooc°�oao� o°a0000°oo - - - - - - - - - - - - - - - - - a - -�- - - - - - - - R
<br />0 000o
<br />Ztt Elt Ell 5ll 9lt Lll 8tl 5ll Owl lZl ZZl EZl bZl 5Zl 9Z1 LZl 8Zl 6Zl OEl 1 1.35
<br />' GE-2
<br />L V A� STORAGE ® 3.6
<br />223 °°° 0 4
<br />' _ - GE-1 2 FE 00 1.34 co Fb 0
<br />[��a �a (�
<br />18 R1 N z o o ���� e�J 0 °D C� z 9
<br />s,2 C7 �- A461 WALKING SURFACE LEGEND
<br />2 90 MIN C C12 _
<br />A821 A821 = I B3 IN 2 S9c � ^ 1 S4 +s IN - E-3
<br />1111111
<br />L FE 1 S4 I 1.37 _ = L - - - - - - -
<br />220 _ _ _ _ _ _ - -
<br />-cmn I 1 /A506 U M1 - -= S 2 e 2 M20 1 M20 I - - - - - - ., I - ° -T .� `- " - - 9 I - - - I - - - - - - r 1 M20 I _ - R.5 CONCRETE TOPPING
<br />- ° - 4'-53/8" _ = 2-9 1-3 I RASH 3.5 N SEEA741-A742
<br />STAIR s 1 S4 3 C20 1.39 6�.er PN v I FOR DETAILS
<br />1.39 n 1 HR RES. CORRIDOR N N A411 r�
<br />11 1/4" I 11'-9 5/8" 12'-11 1!8" T-4 5/8" - I I ON STRUCTURAL
<br />/ GI-2 - - - - U1 I 1 M20 CONCRETE SLAB
<br />L= J m / U9 1.39 39
<br />N --�f+if- � --1 I �I � U _ � r ? _ z - �5#NN 1.39 1 I
<br />�r�uN _ I NOTE. SLOPE DECK 1 8% MAX - NO WALKING SURFACE CAN
<br />I - II I I I I II _ I 1 � 8.8 1- I I = - I o EXCEED 1.8%.
<br />O 0 r
<br />cn ch _ _ -
<br />1.37 1'-3 1/2" 3.6 - 3.4 3.1 1 S4 i� STT1 --- I TE-3 STRUCTURAL SLAB
<br />B2d I I LEV
<br />E 1 10'-10 5/8" ir) 1.37 2 S9C I O iv ,',',',',', DEPRESSED FOR SEE A741-A742
<br />CD O N CV -
<br />0 I N I 222 II F - i - +I F 1 F I Ir 1 3.17 I I 1 CONCRETE TOPPING FOR DETAILS
<br />r
<br />M /A505. -= I� t I I I I I I R1 R1 I 19 ,
<br />LJ� LJ LJ ILJ I - -- ,
<br />_ 3 C20 HARDROCK
<br />I I - - 1 b 11 S4 CE-1
<br />co , DN = _ A4 A4 A4 4-a N p - p I N CONCRETE TOPPING SEE A740
<br />M 6 Q Q 228 30 O S3 - ST I 4 •- ON WOOD FRAMING FOR DETAILS
<br />1 ® - 2/A502 2/ 02 - - 2/A502 /�4502 - N 232 I I - I 1 I I A406 N
<br />I s M - - I SEE SLAB PLANS FOR DEPRESSION DEPTH
<br />A
<br />2/A501
<br />1-
<br />20 1 S12 M o I """""' ON WOOD FRAMING FOR DETAILS
<br />A790 ;;T 1 21 S2 ' = ' 1 S12 ' �' �' 1 S12 C3-a 2.5 _ _
<br />04 - 1 S12 - r� 00
<br />_ I 234 I I - li 236 2.10
<br />_ r r
<br />1 4.3 SF 20 r) 1 S12 SF 01 r C2 3 -7 ' E1 ' E1 ' 1 E1 ,' �E1 '
<br />`V 6' -3 3/8" �' 2/A508 1 /A508 �,� _ _ _ _ _ N _ PEDESTAL PAVERS SEE A752
<br />c _ _ _ _ _ 1 S2 - - 1 S2 3 C20 �' FOR DETAILS
<br />4 v o o c v 2 1 S5 I �:
<br />c
<br />3 203 2 w 4'-10" 407 _ 8 I 2 I 2 r 2 I I � N
<br />352 A821 2 � 3 1/2 3 -9 1 /2 1 S 12 4.3 5 -5 5 -8 5'-8" 1 S 12 L3 4 -10 1 /2 5 -8 1 /2 ' . 2 4 -0 3'-0 ' 4'-0" T-0" 4'-0" 3'-0"
<br />r " � 1 r n r " r "� r r r " r
<br />N R2 � Y r L - FLOOR DEPRESSION FOR FINISH MATERIAL.
<br />7T 4 I 3 2 I 1 S12 1 �'� N 1 S2 R2 2' 2,', °' SEE FINISH SCHEDULE FOR FLOORING
<br />5'-4 3/4" 5'-4 3/4" I , . , . �, "v
<br />351 A351 A351 3'-11 1/2" - _
<br />4.3, 2 2 2 2 2 2-
<br />- `- -�- - - ---r r - - - -- - - - - -- -- -T- - - -I- 4,-5 4,-7 --� M - I - _--_
<br />1 S2 1 S12 `4 - -I - `V BUILT-UP OR RAISED CONCRETE SLAB OVER
<br />1 S12 „ - - - - - STRUCTURAL FOAM. REFER TO STRUCTURAL
<br />11'-0' S-5 1/2 5'-5 1/2 11 -0 11 -0 4 3 4-7 4-2 314 C? - - - - - - - - - DRAWINGS
<br />3 2
<br />I _ _
<br />A356 35 00000000000°o TRUNCATED DOMES- - SEE 12/A900
<br />3 1/2" 5 1/2" 22'-7 5/8" 5 1/2" 3 1/2" 34'-4 1/2" 1 10'-9" 19'-6" 1" 19'-4" 1" 19'-4" 1" 19'-7" 1" 18'-7" 1" I 48'-8" 1" 1 48'-10" 10'-11 5/8" 000000000000 FOR DETAILS _
<br />+ I I I I
<br />276'-9 3/8"
<br />I I
<br />I I I I I I I I
<br />IlffIll�
<br />I I I
<br />AL �01 _
<br />1 1 2 3 4 i 5 2 6 7) 8 9 10
<br />302 A302
<br />LEVEL 2 - FLOOR PLAN --- --- -
<br />SCALE: 3/32" = 1'-0"
<br />B-1
<br />BOILER ROOM SHAFT
<br />2'-2" x 10"
<br />CE-1
<br />CORRIDOR EXHAUST SE
<br />1'-6" x 6"
<br />CE-2
<br />CORRIDOR EXHAUST E
<br />2'-0" x 10"
<br />CE-3
<br />CORRIDOR EXHAUST NE
<br />1'-2" x l'-2"
<br />E-1
<br />ELEC ROOM SOUTH SHAFT
<br />4'-2" x l'-5"
<br />E-2
<br />MAIN ELEC ROOM 150 SHAFT
<br />2'4" x 2'-10"
<br />E-3
<br />ELEC SHAFT
<br />2'-0" x 7"
<br />E4
<br />ELEC. ROOM WEST SHAFT
<br />4'-8" x 1'-0"
<br />FP-1
<br />FIRE PUMP SHAFT
<br />1'-0" x 2'-0"
<br />GE-1
<br />PARKING GARAGE EXHAUST
<br />4'-8" x 3'-8"
<br />GE-2
<br />PARKING GARAGE EXHAUST
<br />4'-8" x T-2"
<br />GE-3
<br />PARKING GARAGE EXHAUST
<br />4'-8" x 3'-8"
<br />GE-4
<br />PARKING GARAGE EXHAUST
<br />4'-8" x T-8"
<br />_GE-5
<br />PARKING GARAGE INTAKE
<br />5'-2" x T-0"
<br />GI71
<br />PARKING GARAGE INTAKE
<br />2'-0" x 6'-0"
<br />1-2
<br />PARKING GARAGE INTAKE
<br />1'-10" x 8'-1 '
<br />GI-3
<br />PARKING GARAGE INTAKE
<br />3'-8" x 7'-0"
<br />GI-3
<br />PARKING GARAGE INTAKE
<br />T-0" x T-0"
<br />?Z,
<br />1-1
<br />IDF
<br />2'-0" x 2'-6" to
<br />1-2
<br />IDF
<br />2'-0" x 2'-6"
<br />1-3
<br />IDF
<br />2'-6" x 2'-0"
<br />1-4
<br />CORRIDOR MAKE-UP AIR
<br />8" x l'-2"
<br />1-5
<br />CORRIDOR EXHAUST
<br />1'-0" x 9"
<br />PE-1
<br />POOL ROOM EXHAUST
<br />V-0" x V4,
<br />RE-1
<br />RESTROOM EXHAUST
<br />1'-0" x Vi
<br />RE-2
<br />RESTROOM EXHAUST
<br />1'-0" x l'-0"
<br />RIA
<br />RESIDENTIAL INTAKE AIR
<br />7" x 1'-2"
<br />RI-2
<br />RESIDENTIAL INTAKE AIR
<br />7" x V-2"
<br />RI-3
<br />RESIDENTIAL INTAKE AIR
<br />7" x 1'-2"
<br />RI-4
<br />RESIDENTIAL INTAKE AIR
<br />7" x l'-2"
<br />TEA
<br />TRASH ROOM 1 EXHAUST
<br />1'-0" x l'-0"
<br />TE-2
<br />TRASH ROOM 2 EXHAUST
<br />1'-0" x 21
<br />TE-3
<br />TRASH ROOM 3 EXHAUST
<br />V-4" x V-O"
<br />0
<br />r
<br />Ln
<br />M
<br />N
<br />CITY OF SA
<br />KEYNOTES: I
<br />1.1 STANDA D PARKIt��A'LL!DIJERg7,
<br />n ;i�n c
<br />y
<br />1.4 TANDE PARKING STALL. SEE DETAIL 2/A701
<br />1.10 COLUMN, SEE STRUCTURAL. SEE DETAILS 7/A701
<br />1.13 CHAIN L K FENCE. SEE DETAIL 16 & 20/A702
<br />1.26 BARRIE RAIL: SEE DETAIL 16/A732
<br />1.34 TRUNCA FED DOMES: SEE DETAIL 12/A900
<br />1.35 MIN 48" LEAR PATH PROVIDED FOR EXITING
<br />1.37 PROVIDE CARD READER
<br />1.39 PROVIDE GYP BOARD AT CORRIDOR,
<br />CONCR E WALLS. TYP.
<br />2.5 RESIDE TIAL UNITS OVER 3-HOUR PODIUMPHp
<br />RATED ENETRATIONS. SEE DETAIL 2/A720. IA.55 T N M P N
<br />2.10 RESIDE TIAL C CR E - O T :SIDR
<br />. -RETAIL, R COM SE E C 1.
<br />L W( CL DINAARE TO AVE A ARP N PA . A togawa sml martin, Inc.
<br />SURFAC WITH ACOUSTICAL UNDERLAYMENT. SEE DETAIL 444 s flower street, suite 1 220
<br />2/A720
<br />3 1 ONE-HO JR CORRIDOR - 8'-6" CEILING HEIGHT MINIMUM los angeles, ca 90071
<br />WITH CP RPET FINISH AT FLOOR. ALL RESIDENTIAL DOORS iel: 213.614.6050
<br />TO BE 2 MIN. RATED UNLESS NOTED OTHERWISE. SEE .tsminC.com
<br />DETAIL 11/A713 FOR TYPE III CORRIDORS AND 2/A725 FOR jr '007
<br />TYPE I C DRRIDOR
<br />34 2-HOUR 3HAFT SEE MECHANICAL FOR ADDITIONAL
<br />INFORMfjw�A
<br />I 6/A730 & '�' 7 1 - - Legado Companies
<br />3 5 2-HOUR F E AI �/A730 I T r�21 s. Beverly drive
<br />3 6 FIRE EXNGUISHER SEE DETAIL 3/A800. SEE DETAIL beveriy hills, C. -a 9021
<br />20/A717 OR TYPE IA CONCRETE AND 6/A730 & 12/A751 FOR tel: 310-432-0800
<br />TYPE III W P ��IIC�BINET WITHIN 75' OF END OF
<br />CORRFIRE DI DE AR
<br />& ENEFOTZEINSOTALLA TON IFY LOCATION WITH vvww•IeQa %o'
<br />3.11 42" HIGF GUARDRAIL A.F.F. SEE DETAIL 4 & 8 /A811
<br />3.13 EXTERI R STUCCO CORRIDOR TRANSITION TO INTERIOR
<br />DRYWA L CORRIDOR SEE DETAIL 7/A800
<br />3.15 FOR EL
<br />1-4/A730
<br />3 17 TWO-WAY COMMUNICATION SYSTEM AT ELEVATOR
<br />LANDING SEE DETAILS 11 & 15/A903
<br />3 19 FIRE HOSE CABINET AND STANDPIPE SEE DETAIL 3 &
<br />4/A800 PROVIDE CABINET WITHIN 75' OF END OF
<br />CORRIDORS & A MAXIMUM 150' O C VERIFY LOCATION
<br />WITH FIRE DEPARTMENT BEFORE INSTALLATION
<br />320 WATER CURTAIN ABOVE WINDOW TO ACHIEVE RATING
<br />REFER TO DETAIL 10/A714
<br />4.3 3 112" MIN. DEPRESSION FOR BALCONY TOPPING SLAB
<br />SLOPE STRUCTURAL SLAB 1 5% SEE DETAILS ON SHEET
<br />A741,
<br />88 INTEGRATED DOOR ASSEMBLY AT ELEVATOR WITH
<br />MAGNETIC HOLD OPEN SEE DETAIL 2 & 3/A782
<br />10.49 FLOOR / MOP SINK
<br />GARAGE GENERAL NOTES
<br />1 A MINIMUM UNOBSTRUCTED HEADROOM CLEARANCE OF
<br />8'-2" WHEN ACCESS FOR DISABLED VEHICLES IS REQUIRED
<br />ABOVE FINISH FLOOR SHALL BE CLEAR OF ANY CEILINGS.
<br />BEAMS PIPES. OR SIMILAR OBSTRUCTIONS AT ALL
<br />LOCATIONS IN PARKING GARAGE STRUCTURES
<br />2 FOR ALL WATERPROOFING BELOW GRADE DETAILS. SEE
<br />SHEET A704
<br />3 ALL CONSTRUCTION IN TYPE I GARAGE & COMMERCIAL TO
<br />BE NON-COMBUSTIBLE WITH NON -BEARING WALLS TO BE
<br />CONSTRUCTED WITH METAL STUDS
<br />4 FOR FIRE PENETRATION DETAILS REFER TO SHEET A890 -
<br />A892
<br />5 PROVIDE ONE FIRE EXTINGUISHER WITH A RATING OF NOT
<br />LESS THAN 2-A OR 2-A10BC WITHIN 75 FEET TRAVEL
<br />DISTANCE TO ALL PORTIONS OF THE BUILDING ON EACH
<br />FLOOR' ALSO DURING CONSTRUCTION
<br />6. ALL FLOOR LEVEL MECHANICAL LOUVERS SHALL BE SET
<br />ON 6" MIN HIGH CONIC CURB
<br />7 FOR ELECTRIC VEHICLE NOTES SEE G007
<br />3. DOUBLE STRIPING OF STALLS SHALL BE PER ZONING
<br />CODE SECTION 12 21A5. CHART NO 5
<br />9 EXCEPT WITHIN INDIVIDUAL DWELLING UNITS, AN
<br />ACCESSIBLE ROUTE OF TRAVEL SHALL NOT PASS
<br />THROUGH KITCHENS. STORAGE ROOMS. RESTROOMS,
<br />CLOSETS OR OTHER SPACES USED FOR SIMILAR SPACES
<br />10. FOR ACCESSIBLE CLEARANCES AND SIGNAGE REFER TO
<br />DETAILS ON A901-A903.
<br />11. TWO-WAY RADIO COMMUNICATION SYSTEM TO BE
<br />PROVIDED PER LAFC 510 AT AREA OF REFUGE (1009.6.5)
<br />AND ELEVATOR. SEE DETAIL 11 & 15/A903
<br />12 FOR THE FUTURE INSTALLATION OF ELECTRIC VEHICLE
<br />SUPPLY EQUIPMENT (EVSE), THE SERVICE PANEL OR
<br />SUBPANEL(S) SHALL HAVE SUFFICIENT CAPACITY TO
<br />ACCOMODATE THE REQUIRED NUMBER OF DEDICATED 40
<br />AMPERE MINIMUM BRANCH CIRCUT(S)
<br />SEE ENLARGED BUILDING PLANS FOR WALL SCHEDULES,
<br />DRAINAGE, DIMENSIONS. DETAILS & ADDITIONAL
<br />INFORMATION
<br />FLOOR PLAN GENERAL NOTES
<br />1.
<br />PROVIDE ILLUMINATED EXIT SIGNS IN ALL INTERIOR EXIT
<br />Lj
<br />CORRIDORS IN GROUP A & R-2 OCCUPANCIES PER CBC
<br />LLJ
<br />SECTION1011
<br />O
<br />2.
<br />PROVIDE ONE FIRE EXTINGUISHER WITH A MINIMUM RATING OF
<br />O
<br />2A 10BC WITH A MAXIMUM TRAVEL DISTANCE OF 75' TO ALL
<br />N
<br />OCCUPIED PORTIONS OF BUILDING. SEE DETAIL 2 & 3/A800.
<br />3.
<br />ALL EXTERIOR WALLS OF TYPE III CONSTRUCTION TO BE
<br />FRAMED WITH FIRE RETARDANT WOOD INCLUDING STUDS,
<br />BLOCKS. PLATE BACKING, SHEAR PANELS & FIRST LAYER OF
<br />FLOOR SHEATHING ADJACENT TO EXTERIOR WALL. ALL
<br />LUMBER PENETRATING EXTERIOR WALLS TO BE FIRE
<br />RETARDANT WOOD. SEE 16/A720 FOR MORE INFORMATION
<br />4.
<br />FOR ACCESSIBLE/ ENTRY DETAILS. SEE DETAIL 18/A902
<br />5.
<br />FOR FLASHING AND PENETRATION DETAILS, SEE SHEET A773,
<br />A774, A780 & A781.
<br />6.
<br />ALL OPENINGS IN FIRE WALLS SHALL BE PROTECTED WITH
<br />SELF -CLOSING FIRE ASSEMBLIES HAVING A FIRE RESISTANCE
<br />RATING OF 3 HOURS.
<br />7.
<br />DUCTS AND AIR TRANSFER OPENINGS THROUGH FIRE WALLS
<br />SHOULD BE AVOIDED. IF ALLOWED, DUCT AND AIR TRANSFER
<br />OPENING PENETRATIONS SHALL BE PROTECTED AS REQUIRED
<br />BY SECTIONS 714 AND 717. DAMPERS WITH A 3 HOUR RATING
<br />ARE REQUIRED.
<br />8
<br />FOR ACCESSIBLE CLEARANCES AND SIGNAGE REFER TO
<br />DETAILS ON A902-A903
<br />9
<br />TWO-WAY RADIO COMMUNICATION SYSTEM TO BE PROVIDED
<br />PER LAFC 510 SEE DETAIL 11 & 15/A903
<br />10.
<br />AT LOCATIONS WHERE THIS WALL ASSEMBLY NO LONGER
<br />REQUIRES A SHEAR PANEL ON STRUCTURAL PLANS, MAINTAIN
<br />ASSEMBLY THICKNESS & ACOUSTIC VALUE BY CONTINUOUS
<br />WOOD SHEATHING OR A BASE LAYER OF GYPSUM BOARD CAN
<br />REPLACE A LAYER OF WOOD SHEATHING OF SIMILAR
<br />THICKNESS.
<br />11.
<br />FOR FIRE PROOFING STEEL COLUMNS SEE DETAIL 11/A726 FOR
<br />1-HR AND DETAIL 12/A726 FOR 2-HR. FOR BEAM FIRE PROOFING
<br />SEE DETAIL 9/A726 FOR 1-HR AND DETAILS 6/A726 AND 13/A726
<br />FOR 2-HR.
<br />/"% A n A /�17 M1 A AI I f nr-'A 1 n
<br />EXIT SIGN
<br />FIRE EXTINGUISHER CABINET SEE DETAIL 2&3
<br />FE A800
<br />KEY BOX /KNOXBOX
<br />KB
<br />CLASS I STANDPIPE
<br />O A.D AREA DRAIN- SLOPE AREA 1 8% TO DRAIN
<br />O E p EMERGENCY DRAIN SLOPE AREA 1 8% TO DRAIN
<br />ODD DECK DRAIN- SLOPE AREA 1 8% TO DRAIN- 7/A740
<br />0 P.D. PLANTER DRAIN SEE LANDSCAPE DWGS
<br />OPENING IN SLAB
<br />INDICATES VERTICAL CLEARANCE ZONE FOR
<br />ACCESSIBLE VEHICLES MAINTAIN MINIMUM 8'-2"
<br />�\ CLEAR HEIGHT TO ANY OBJECT
<br />7�777 INDICATES SLAB STEP OR SLOPE
<br />S STANDRAD STALL I 1
<br />A701
<br />T TANDEM STALL 2
<br />,,,A701
<br />FEV FUTURE ELECTRIC VEHICLE STALL 13
<br />A900
<br />ACCESSIBLE STALL 1
<br />A900
<br />5' x & STORAGE LOCKER PROVIDING 256 CU FT.
<br />MIN. PER CONDITIONS OF APPROVAL
<br />ROOM SYMBOL LEGEND
<br />RESIDENTIAL UNIT IDENTIFICATION SYMBOL
<br />UNIT - UNIT TYPE
<br />2101 UNIT NUMBER
<br />1/A501 ilo ENLARGED PLAN REFERENCE
<br />ROOM IDENTIFICATION SYMBOL
<br />ROOM �---- ROOM NAME
<br />1/A101 - ENLARGED PLAN REFERENCE
<br />WALL TYPE LEGEND
<br />2-HOUR FIRE BARRIER
<br />3-HOUR FIRE WALL
<br />CONCRETE WALL
<br />CMU WALL #
<br />WOOD STUD PARTITION
<br />(1-HOUR OR NON -RATED
<br />AS INDICATED ON PLANS)
<br />STEEL STUD PARTITION
<br />(1-HOUR OR NON -RATED
<br />AS INDICATED ON PLANS)
<br />FIRE RATING
<br />0 = NON RATED
<br />1 = ONE HOUR RATED
<br />2 = TWO HOUR RATED
<br />3 = THREE HOUR RATED
<br />4 = FOUR HOUR RATED
<br />WALL MATERIAL
<br />W = WOOD STUD - SEE A710.
<br />S = STEEL STUD - SEE A717.
<br />M = CMU - SEE DIET 20/A717.
<br />C = CONCRETE - SEE DET. 20/A717.
<br />FW = FIRE WALL - SEE A716.
<br />DETAIL NUMBER ON
<br />REFERENCED SHEET
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<br />2004423 1 10/19/2023
<br />LEVEL 2 - FLOOR
<br />PLAN
<br />scale: 3/32" = F-0"
<br />Al 20
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