6'-5" 7T @ 11" 5'-7 1/4" 6'-6 1/4" # REVISION LIST DATE EGRESS POINT A SPACE B 26,677 SF 100 6'-4" 6'-5" 7T @ 11" 6'-10 233/256" 12R @ 7" 9'-7" R 5' -0" 7T @ 11" 21'-5" 6'-3" 0" R 5'- 1'-0" 6'-5" 7T @ 11" 8'-8" 7T @ 11" 7'-3" 21'-5" 6'-5" 7T @ 11" 1'-0" 212A 5'-6" 6T @ 11" 6'-4" R 212B 1'-0" 1112 R 5' -0" 5'0" 9'-7" 5'-6" 6T @ 11" 6'-3" R 5'- 0" 1112A 1T + 12" 5'-5" 1'-0" 5'-4 7'-2"1/2" 18'-0 1/2" 5'-6" 6T @ 11" 7'-3" 212A 1112 X111 X112 2E4Z 08/19/2022 10/21/2022 2E4Z " 5'-0 2B4Z 12/16/2022 02/17/2023 2B6Z A.BC-421 19 A.B-427 2B6Z A' STAIR A VEST 614 14 A.B-427 6 SP-1 STAIR A 6STA 2E4Z 14 A.B-427 6 19 A.B-427 2E4Z STAIR A VEST 614 STAIR A - LEVEL 3-10 (TYP) 3 2B4Z 1 SP-1 DATE 1/4" = 1'-0" 2E4Z 5'-4" 2B6Z PN BN STAIR A 1STA 2E6Z BC PS BS Peninsula Crossing 5'-0" 1'-2" 5'-0" INSIDE STRNGR. INSIDE STRNGR. 2E4Z UP KEYPLAN 2B6Z 10'-1" 12T @ 11" 5'-0" INSIDE STRGR. 2E4Z B' Peninsula Crossing 1200-1340 Old Bayshore Hwy, Burlingame, CA 9 UP 5'-4" 1'-2" R 2' REVISION LIST 6'-4" 5'0" R 5'-5" 212B 1112A 05/20/2022 100% SCHEMATIC DESIGN CONCRETE FILLED STEEL 35% DESIGN DEVELOPMENT PAN STAIRS # 8'-8" 9" 7'-2" 18'-0 1/2" 5'-6" 6T @ 11" 9" STAIR A 6STA 1200-1340 Old Bayshore Hwy, Burlingame, CA 9 6'-4" 6'-10 233/256" EQ 12R 8R @ @ 7" 6.75" 202C 5'-6" 7T @ 11" 6'-5" 7T @ 11" 5'-6" 7T @ 11" 5'-5" 6'-3 3/4" 5'-4 3/4" 4 "X" INDICATES 1/4" = 1'-0" PANIC HARDWARE DOOR MARK 2B6Z UP PROJECT NO.: 20045.00 KEYPLAN DATE: 02/17/2023 SCALE: 1/4" = 1'-0" SHEET TITLE: PN 2' STAIR ABNPLANS & SECTIONS 5 A.BC-421 BC 5'-0" 1'-2" 5'-0" INSIDE STRNGR. INSIDE STRNGR. STAIR A - LEVEL 1 1/4" = 1'-0" PS BS PROJECT NO.: 20045.00 2B6Z DATE: 02/17/2023 SHEET SCALE:NO: 1/4" = 1'-0" 2E4Z A.BC-4 SHEET TITLE: STAIR A PLANS & SECTIONS 2' 30"x42", then the drawing has been revised from its original size. If this drawing is not 5 one inch Noted scales must be adjusted. This line should be equal to A.BC-421 STAIR A - LEVEL 3-10 (TYP) 3 1 1/4" = 1'-0" STAIR A - LEVEL 1 1/4" = 1'-0" SHEET NO: INDICATES FIRE RATING (MINUTES) OCCUPANT LOAD AT EXIT OR EXIT DISCHARGE 55' 41 All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. 6(&21' 675((7 7+ )/225 67( 6 $ 1 )5$1 & , 6 & 2 &$/,)251,$ 7(/ )$; If this drawing is not 30"x42", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch 6(&21' 675((7 7+ )/225 67( 6 $ 1 )5$1 & , 6 & 2 &$/,)251,$ 7(/ )$; ::: :516678',2 &20 AGGREGATE OCCUPANT LOAD ALONG PATH 34 TYPICAL STAIR DIMENSIONS LEVELS 3-11 A.BC-4 55' Y' DIRECTION OF TRAVEL ::: :516678',2 &20 Int. Stair Enlarged Plans, BC, 25% CD Phase EGRESS PATH OF TRAVEL REMOTE POINT ON FLOOR 5 5 A.BC-422 A.BC-422 EXIT 0 2B6Z 1 1/16" = 1'-0" (1/3 DISTANCE =5'-11") 4'-7 35/128" 8R @ 6.91" PS BS PROJECT NO.: 20045.00 DISTANCE BTWN EXITS SCALE: 1/16" = 1'-0" Life Safety Plan, BS Typ. Level, 100% DD Phase 4/28/2023 12:20:32 PM 2/13/2023 7:33:24 AM All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. DATE: 02/17/2023 SHEET TITLE: LIFE SAFETY PLANS CONCRETE FILLED STEEL PAN STAIRS 05 51 00.02 STAIR B SECTION 2 1/4" = 1'-0" If this drawing is not 30"x42", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch SHEET NO: G.BS-202 FIRE EXTIGUISHER 2M44Z FEC CABINET 17'-8" (1/3 DISTANCE =5'-11") SPACE DIAGONAL MEASUREMENT 1/3 OF DIAGONAL MEASUREMENT DISTANCE BTWN EXITS 15'-0" UP 56' PN COMMON PATH OF EGRESS 19 TRAVEL DISTANCE A.B-427 DIST BTWN EXITS C' BN 0" R 5'- 5'-0" INSIDE STRGR. BC 1'-0" PS 5'-0" INSIDE STRGR. 14 A.B-427 6 A.BC-422 BS 2B4Z STAIR B 1STB UP 19 A.B-427 1'-0" 5'-0" INSIDE STRGR. 2M66Z PROJECT NO.: 20045.00 SCALE: 1/16" = 1'-0" $ %& KEYPLAN 56' :7 $ ; PN BN PS $ %& BS :7 $ :$// 7<3( $ 35(&$67 &21&5(7( 3$1(/6 21 %/'*6 1/4" = 1'-0" =21( If this drawing is not 30"x42", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch SHEET NO: :7 $ $ %& $ %& $ %& $$ $ %& $ %& 7(55$&( SHEET TITLE: STAIR B PLANS & SECTIONS 3HQLQVXOD &URVVLQJ :7 $ $ %& :7 $ ; % $ %& 3HQLQVXOD &URVVLQJ ; & 2OG %D\VKRUH +Z\ %XUOLQJDPH &$ 2OG %D\VKRUH +Z\ %XUOLQJDPH &$ $ %& %% 31 $ %& %1 STAIR B - LEVEL 1 %1 %& 1/4" = 1'-0" 352-(&7 12 '$7( 6&$/( 6+((7 7,7/( If this drawing is not 30"x42", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch 36 %& %6 A.BC-422 (;7(5,25 :$// 3/$1 /(9(/ */ / 2 '$7( 6&$/( 6+((7 7,7/( =21( (1/$5*(' 3/$16 Ext. Stair Enlarged Plans, BC, 25% CD Phase 6+((7 12 6+((7 12 $ %& $OO GUDZLQJV DQG ZULWWHQ PDWHULDO DSSHDULQJ KHUHLQ FRQVWLWXWH RULJLQDO DQG XQSXEOLVKHG ZRUN RI WKH $UFKLWHFW (QJLQHHU DQG PD\ QRW EH GXSOLFDWHG XVHG RU GLVFORVHG ZLWKRXW FRQVHQW RI $UFKLWHFW (QJLQHHU 51 %6 352-(&7 12 =21( $;2120(75,& ,I WKLV GUDZLQJ LV QRW [ WKHQ WKH GUDZLQJ KDV EHHQ UHYLVHG IURP LWV RULJLQDO VL]H 1RWHG VFDOHV PXVW EH DGMXVWHG 7KLV OLQH VKRXOG EH HTXDO WR RQH LQFK 36 3 SHEET NO: G.BS-206 All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. .(<3/$1 $ % 31 1 '$7( SCALE: 1/4" = 1'-0" 4' STAIR B - LEVEL 3-11 (TYP) 5(9,6,21 /,67 :7 $ DATE: 02/17/2023 $ %& 3 4 .(<3/$1 1/4" = 1'-0" All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. $ %& :7 $ %& STAIR B - SECTION 3/$17(5 2E6Z LIFE SAFETY PLANS :7 $/62 6(( 6+((7 )25 )857+(5 ,1)250$7,21 PROJECT NO.: 20045.00 :$// 7<3( $ )/$7 07/ 3$1(/ 5$,16&5((1 ,168/$7(' 4' 4 1/4" :$// 7<3( $ 66* &857$,1 :$// : %,5' 6$)( 9,6,21 */$66 LEVEL 01 16'-0" 5 :7 % 12'-2 1/2" DATE: 02/17/2023 1200-1340 Old Bayshore Hwy, Burlingame, CA 94010 BC 5'-0" INSIDE STRGR. $OO GUDZLQJV DQG ZULWWHQ PDWHULDO DSSHDULQJ KHUHLQ FRQVWLWXWH RULJLQDO DQG XQSXEOLVKHG ZRUN RI WKH $UFKLWHFW (QJLQHHU DQG PD\ QRW EH GXSOLFDWHG XVHG RU GLVFORVHG ZLWKRXW FRQVHQW RI $UFKLWHFW (QJLQHHU 50 '$7( R 5'-0" 4" 2M66Z 2E4ZSHEET TITLE: INT. LANDING LEVEL 01 16'-0" 6 KEYPLAN MAXIMUM ALLOWABLE COMMON PATH OF EGRESS TRAVEL DISTANCE 5'-2 47/256" 9R @ 6.91" 15'-0" COMMON PATH REMOTE POINT ON FLOOR 14 A.B-427 COMMON PATH OF EGRESS TERMINATION EXIT SIGN INT. LANDING SPACE DIAGONAL MEASUREMENT 1/3 OF DIAGONAL MEASUREMENT DIST BTWN EXITS 60' A.BC-422 0' INT. LANDING BC FIRE EXTIGUISHER CABINET FEC 17'-8" Life Safety Plan, BS L2, 100% DD Phase BN 4'-7 99/256" 8R @ 6.91" OCCUPANCY & EXITING - LEVEL 6 PN EXIT SIGN C' LEVEL 02 35'-0" 4'-7 41/256" 8R @ 6.91" 1/16" = 1'-0" COMMON PATH OF EGRESS TRAVEL DISTANCE Peninsula Crossing STAIR B 1200-1340 Old Bayshore Hwy, Burlingame, CA 94010 6STB 5(9,6,21 /,67 Peninsula Crossing 2B6Z 1 OCCUPANCY & EXITING - LEVEL 2 COMMON PATH LEVEL 02 35'-0" :7 $ TRAVEL DISTANCE PATH 1-1/2" OD PTD STL PIPE HANDRAIL 05 52 13.05 KEYPLAN '(6,*1 '(9(/230(17 '(6,*1 '(9(/230(17 % :7 0' 0' MAXIMUM ALLOWABLE COMMON PATH OF EGRESS TRAVEL DISTANCE '$7( 6&+(0$7,& '(6,*1 '(6,*1 '(9(/230(17 $ %& 2E6Z 20 A.B-427 2E4Z $ :7 COMMON PATH OF EGRESS TERMINATION $ %& :7 $ REMOTE POINT ON FLOOR 2E6Z ,668(6 6&+(0$7,& '(6,*1 SP-2 :7 $ INT. LANDING 1200-1340 Old Bayshore Hwy, Burlingame, CA 94010 SP-2 TRAVEL DISTANCE TERMINATION MAXIMUM ALLOWABLE TRAVEL DISTANCE 20 A.B-427 MAXIMUM TRAVEL2B4Z DISTANCE 0' 0' 2E6Z :7 $ Peninsula Crossing 2E4Z 2B6Z :7 $ TRAVEL DISTANCE PATH 2B4Z '(6,*1 '(9(/230(17 '(6,*1 '(9(/230(17 MAXIMUM TRAVEL DISTANCE EGRESS POINT B EGRESS POINT C MAXIMUM ALLOWABLE TRAVEL DISTANCE 2E4Z 6&+(0$7,& '(6,*1 '(6,*1 '(9(/230(17 INT. LANDING TRAVEL DISTANCE TERMINATION '$7( 6&+(0$7,& '(6,*1 2E4Z :7 $ 86 31 : ,668(6 REQUIRED STAIR WIDTH (0.2 x OCC LOAD) PROVIDED STAIR WIDTH 20" 48" TENANT CONF B 1,287 SF 15 2" X 1/2" SS FLAT BAR PICKET @ 4" OC, SCHED FINISH 05 73 00.10 2M66Z PROVIDED EXIT WIDTH 30 20" 48" 108 STAIR B VEST 102 REQUIRED EXIT WIDTH STAIR B VEST (0.15 602 x OCC LOAD) 15" 32" 5'-5" REQUIRED STAIR WIDTH (0.2 x OCC LOAD) PROVIDED STAIR WIDTH 2B6Z 602A B.O. CW L3 49'-3 1/2" INT. LANDING BALCONY B 451 SF 15 1T + 12" B.O. CW L3 49'-3 1/2" 7'-4" 8T @ 11" COMMON PATH PROVIDED EXIT WIDTH 2B4Z 5'-7 1/4" 100' 87' REQUIRED EXIT WIDTH (0.15 x OCC LOAD) 15" 32" EXIT DISCHARGE LEVEL 03 53'-0" 102B /3 (1 368 ") '-4 0" 92 7'- E = 27 NC TA DIS 54 602B LEVEL 03 53'-0" 5'-5" 112 2,573 SF 7 54 6'-5" 8T @ 11" 200' 109' 200' 50' 0' 0' 1 X 2548 45 6'-6 1/4" 28" 66 184 1/2" 2E4Z 5'-0" INSIDE STRGR. DATE 20 A.B-427 05 51 00.02 65% DESIGN DEVELOPMENT STL PIPE AND TUBE CANE 100% DESIGN DEVELOPMENT DETECTION LEVEL 01 05 52 13.07 16'-0" 1/4" = 1'-0" 1/4" = 1'-0" 6'-3 3/4" 69 EXIT62 DISCHARGE (1/3 D (1/3 FITNESS A-3 3,434 SF 50 2B4Z 2E4Z 27" 174 32" EXT TERRACE 69 ISSUES 2E6Z 4' INT. LANDING 85 B' A.BC-421 5 STAIR A SECTION 2 STAIR B - LEVEL 2 5'-6" 7T @ 11" OPEN TO BELOW '-1") '-2" 32 96 E= NC TA DIS 8 LEVEL 02 35'-0" STAIR A 1STA 2B6Z 2E4Z 2B4Z All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. 6'-6 1/4" -1" 55'-7" >32' ARATION EXIT SEP 100 A.BC-421 2' STAIR A SECTION 2 1/4" = 1'-0" STAIR B - LEVEL 12 6 EXIT 70 5 2B6Z 2B6Z 2B6Z A' LEVEL 01 16'-0" 1T + 1'-0" 200' 98' 98 ISTA '-6" NC E =3 2'-1 0") 29" 190 26" INT. LANDING 11'-8 1/4" " 2E4Z 2E4Z 6 2 HR FIRE RATED EXIT 4' STAIR OR PASSAGEWAYS Y' 1 1/4" = 1'-0" 5'-0 2B6Z A.BC-421 LEVEL 01 16'-0" 1'-0" 61 '-4 EX "> IT 26 SE '-1 0" PA RA TIO N 50 208 34" 60" 1 200' 132' 5 5'-0" INSIDE STRGR. R 2E4Z 14 A.B-427 INT. LANDING 2E6Z R 5'0" 18" 114 66" 124 42" 60" AGGREGATE OCCUPANT LOAD ALONG PATH " 2'-4 N >9 TIO -8" TRAVEL EGRESS PATH RA 102' OF PA RESTROOM SE IT B EX 773 SF REMOTE POINT ON FLOOR 34 35" 60" 36" 239 32" 53 13 36" 240 36" 18 34" 60" 1 DATE 1'-0" 48" 60" 1 RESTROOM B 776 SF 60 JANITOR CLOSET B 63 SF 300 11'-8" REVISION LIST 5'-0" INSIDE STRGR. 2E4Z 1T+1'-0" N DIRECTION OF TRAVEL EM POWER ELEC. ROOM B 130 SF 300 # 1'-0" STAIR A SECTION 602C (1/3 -0" TIO 103' RA PA SE IT EX INT. LANDING NORMAL POWER ELEC. ROOM B 147 SF 300 30" 194 32" 1'-6 1/2" 5'-0" INSIDE STRGR. M44Z 2 HR FIRE RATED SHAFT 6'-3" 48" 60" ") " '-3 10 75 5'22 E= NC TA DIS OCCUPANT LOAD AT EXIT OR EXIT DISCHARGE 1 169 48" 60" 300' 200' 133' INDICATES FIRE RATING (MINUTES) 41 IT ROOM B 95 SF 300 1 LEVEL 04 69'-0" 1/4" = 1'-0" 5'-6" 7T @ 11" 27" 60" 18" 114 32" LEVEL 04 69'-0" "X" INDICATES PANIC HARDWARE DOOR MARK X 2548 45 M44Z 7'-5 1/4" JANITOR CLOSET B 66 SF 300 116 1 1 36" 240 36" NORMAL POWER ELEC. ROOM B 188 SF 300 2 4'-6" 8R @ 6.75" EX 47'3 IT SE " > 3 PA 5'RA 6" TIO N 1 EM POWER ELEC. ROOM B 134 SF 300 STORAGE B 57 SF 300 186 1 4'-6" 8R @ 6.75" 116 21" 134 36" IT ROOM B 101 SF 300 169 107 6 5'-0" INSIDE STRGR. 3 HR FIRE SEPARATION 18'-0" 200' 127' 267 112 4'-6" 8R @ 6.75" 60'-9" >27'-10" EXIT SEPARATION 200' 163' 200' 300' 120' COMMON PATH 8'-0" 7R @ 6.86" 75' 55' 337 1'-0" STAIR A SECTION 2 8'-0" 7R @ 6.86" AMENITY F&B A-3 5,045 SF 15 116 2 HR FIRE RATED EXIT STAIR OR PASSAGEWAYS TENANT 5'-0" INSIDE STRGR. 1'-2" UP 19 A.B-427 STL PIPE AND TUBE CANE DETECTION 05 52 13.07 75% SCHEMATIC DESIGN INT. LANDING 2M44Z 20 A.B-427 A' 05 51 00.02 56' UP 19 A.B-427 02/17/2023 -0" R 5' 4'-6" 8R @ 6.75" 15 116 2 HR FIRE RATED SHAFT 16'-0" 86 PREFUNCTION B 851 SF 60 200' 90' 17 34 17 (1/3 232 TENANT CONF B 1,287 SF 15 19'-0" TENANT SPACE B 3,331 SF 100 " '-5 83 E= NC TA DIS 30 (1/3 DIS 106 TA '-5" NC E =3 5'6") TENANT CONF A-3 3,479 SF 15 181'-0" OPEN TO BELOW EGRESS POINT D 6 A.BC-422 A.BC-421 2" X 1/2" SS FLAT BAR PICKET @ 4" OC, SCHED FINISH CONCRETE FILLED STEEL 05 73STAIRS 00.10 PAN 53' 53' 2E4Z 5'-2 47/256" 9R @ 7" 6 A.B-427 3 HR FIRE SEPARATION 10/21/2022 12/16/2022 6 LEVEL 02 35'-0" INT. LANDING UP 5'-7 1/4" LEVEL 11 181'-0" 08/19/2022 65% DESIGN DEVELOPMENT LEVEL 01 16'-0" 100% DESIGN DEVELOPMENT 19 A.B-427 2 HR FIRE RATED PARTITION C' 14 A.B-427 R 5'-0" LEVEL 11 181'-0" DATE56' 05/20/2022 100% SCHEMATIC DESIGN 35% DESIGN DEVELOPMENT 0" 5'- R ISSUES UP 75% SCHEMATIC DESIGN 2B6Z STAIR B 2STB 6'-6 1/4" 2 HR FIRE RATED PARTITION 6 A.BC-422 20 A.B-427 LEVEL 02 35'-0" STAIR B 12STB 6'-6 1/4" 6 A.B-427 19'-2 1/4" 12/16/2022 02/17/2023 C' PARAPET 184'-10" 7'-5 1/4" 65% DESIGN DEVELOPMENT 100% DESIGN DEVELOPMENT ROOM OCCUPANT LOAD 14 A.B-427 1 HR FIRE RATED PARTITION INT. LANDING 4/28/2023 12:19:28 PM 10/21/2022 4/28/2023 12:19:28 PM 08/19/2022 8'-0" 7R @ 6.86" 05/20/2022 100% SCHEMATIC DESIGN 35% DESIGN DEVELOPMENT 16'-0" INT. LANDING DATE 75% SCHEMATIC DESIGN 0" 5'- ISSUES 1 HR FIRE RATED PARTITION 0") '-1 27 OCCUPANCY LOAD FACTOR 13 ROOM OCCUPANT LOAD 2B4Z R OCCUPANCY GROUP OCCUPANCY LOAD FACTOR 2E4Z 14 A.B-427 INT. LANDING INT. LANDING SP-2 2B6Z 20 ROOM NAME A.B-427 OCCUPANCY GROUP AREA NAME B 1,250 SF 100 ROOM NAME 13 SP-2 LEGEND INT. LANDING AREA NAME B 1,250 SF 100 2E6Z 2B4Z 2E4Z 1202C LEGEND 2E6Z 2E4Z 2E4Z LEVEL 12 197'-0" 2B4Z 5'-0" INSIDE STRGR. 10'-1" 12T @ 11" INT. LANDING 2E6Z Y' 19 A.B-427 LEVEL 03 53'-0" 6'-4" STAIR B VEST 2B6Z 202 2B4Z R 5'-0" 2E6Z 2E6Z 2B6Z Y' A' B.O. CW L3 49'-3 1/2" 1-1/2" OD PTD STL PIPE HANDRAIL 1/4" = 1'-0" R 5'-0" LEVEL 02 35'-0" STAIR B VEST. 1202 A.BC-421 1T + 12" INT. LANDING 1202 LEVEL 12 197'-0" 16'-0" INT. LANDING 2B4Z 2E4Z 2E4Z 5'-4 1/2" 5'-5" 4'-0" 7R @ 7" 5 A.BC-422 B.O. CW L3 49'-3 1/2" 1202A 1T + 12" 4'-0" 5 A.BC-422 4. SEE DOOR SCHEDULE, SHEET A-700 SERIES, FOR ADDITIONAL DOOR RATING AND HARDWARE INFORMATION. BSLE-1 WWW.WRNSSTUDIO.COM STAIR A - LEVEL 2 2 2E4Z 5 1'-0" 86 8 482 LEVEL 03 53'-0" 1/4" = 1'-0" 2E4Z 53' 2' STAIR A - LEVEL 11 4 2"RAILING X 1/2" SS @FLAT BAR PICKET @ 4" OC, SCHED L2 ANGLED FINISH LANDING 05 73 00.10 CORRIDOR 280 1T + 12" 1,287 15 NET 773 100 GROSS 30,910 WWW.WRNSSTUDIO.COM 3. SEE A-600 SERIES FOR INTERIOR PARTITION SCHEDULE AND DETAILS NOTING PARTITION CONSTRUCTION. 2' B.O. CW L3 TYPICAL STAIR 5 01 SECOND STREET 49'-3DIMENSIONS 1/2" 1-1/2" OD PTD STL FLO ORPIPE , STE. 402 4TH LEVELS 3-11 S A N FRAN C I S C O HANDRAIL CALIFORNIA 9 41 0 7 4 15 . 4 8 9. 2 2 2 4 TEL 4 15 .3 5 8. 91 0 0 FAX 2E6Z 2E4Z 53' 1'-0" ASSEMBLY - UNCONCENTRATED BUSINESS AREAS 2. SEE A-100 SERIES DRAWINGS FOR PARTITION TYPE TAGS. INT. LANDING INT. LANDING 2B6Z 2B4Z Y' Y' REVISION LIST 4'0" (B) BUSINESS (B) BUSINESS 1. SEE SHEET G.BS-100, FOR OVERALL FIRE LIFE SAFETY CODE INFORMATION. A.BC-422 RAILING @ L2 ANGLED LANDING # 4'0" ACCESSORY STORAGE, MECHANICAL ROOM ACCESSORY STORAGE, MECHANICAL ROOM ACCESSORY STORAGE, MECHANICAL ROOM ACCESSORY STORAGE, MECHANICAL ROOM 86 267 31 1 1 1 1 1112 1/4" = 1'-0" 9'-0" 4. SEE DOOR SCHEDULE, SHEET A-700 SERIES, FOR ADDITIONAL DOOR RATING AND HARDWARE INFORMATION. (B) BUSINESS (B) BUSINESS (B) BUSINESS (B) BUSINESS 1,287 15 NET 26,677 100 GROSS 451 15 NET 95 300 GROSS 130 300 GROSS 63 300 GROSS 147 300 GROSS TYPICAL STAIR DIMENSIONS LEVELS 3-11 SHEET NO: SP-1 STAIR A - LEVEL 2 2 1/4" = 1'-0"STAIR A VEST 9'-0" 7'-4" 9T @ 11" 1 1 15 13 1073 AREA (SF) OLF (SF/OCC) OCC Y' LOAD CORRIDOR 280 2E6Z STAIR A - LEVEL 11 4 7'-4" 9T @ 11" 66 300 GROSS 57 300 GROSS 851 60 GROSS 776 60 GROSS 20,036 TENANT SPACE BALCONY IT ROOM EM POWER ELEC. ROOM JANITOR CLOSET NORMAL POWER ELEC. ROOM TENANT CONF RESTROOM LEVEL 06: 9 WWW.WRNSSTUDIO.COM 3. SEE A-600 SERIES FOR INTERIOR PARTITION SCHEDULE AND DETAILS NOTING PARTITION CONSTRUCTION. FUNCTION OF SPACE (TABLE 1004.5) ,I WKLV GUDZLQJ LV QRW [ WKHQ WKH GUDZLQJ KDV EHHQ UHYLVHG IURP LWV RULJLQDO VL]H (B) BUSINESS 1RWHG VFDOHV PXVW EH DGMXVWHG 7KLV OLQH VKRXOG EH HTXDO WR RQH LQFK ASSEMBLY - UNCONCENTRATED ROOF TOC (B) BUSINESS BUSINESS AREAS 213'-0" (B) BUSINESS ASSEMBLY - UNCONCENTRATED 2E6Z 5'-5" ACCESSORY STORAGE, MECHANICAL ROOM ACCESSORY STORAGE, MECHANICAL ROOM MERCANTILE MERCANTILE 2. SEE A-100 SERIES DRAWINGS FOR PARTITION TYPE TAGS. AREA NAME $OO GUDZLQJV DQG ZULWWHQ PDWHULDO DSSHDULQJ KHUHLQ FRQVWLWXWH RULJLQDO DQG XQSXEOLVKHG ZRUN RI WKH $UFKLWHFW (QJLQHHU DQG PD\ QRW EH GXSOLFDWHG XVHG RU GLVFORVHG ZLWKRXW FRQVHQW RI $UFKLWHFW (QJLQHHU TENANT CONF ROOF TOC 213'-0" 35% DESIGN DEVELOPMENT 2E6Z 5'-5" (B) BUSINESS (B) BUSINESS (B) BUSINESS (B) BUSINESS 5 01 SECOND STREET 4TH FLOOR, STE. 402 S A N FRAN C I S C O CALIFORNIA 9 41 0 7 4 15 . 4 8 9. 2 2 2 4 TEL 4 15 .3 5 8. 91 0 0 FAX 1. SEE SHEET G.BS-100, FOR OVERALL FIRE LIFE SAFETY CODE INFORMATION. 100% SCHEMATIC DESIGN 65% DESIGN DEVELOPMENT STAIR A 2STA STAIR A VEST. 212 X111 232 69 368 337 34 1 1 1 5 01 SECOND STREET 4TH FLOOR, STE. 402 S A N FRAN C I S C O CALIFORNIA 9 41 0 7 4 15 . 4 8 9. 2 2 2 4 TEL 4 15 .3 5 8. 91 0 0 FAX ISSUES REVISION LIST # 75% SCHEMATIC DESIGN 2' B' X112 3,479 15 NET 3,434 50 GROSS 2,573 7 NET 5,045 15 NET 3,331 100 GROSS 101 300 GROSS 134 300 GROSS 188 300 GROSS SHEET NOTES * %1 100% DESIGN DEVELOPMENT 2E4Z 6'-3" * %1 AREA (SF) OLF (SF/OCC) OCC LOAD ASSEMBLY - UNCONCENTRATED BUSINESS AREAS - CONCENTRATED ASSEMBLY - CONCENTRATED ASSEMBLY - UNCONCENTRATED BUSINESS AREAS ACCESSORY STORAGE, MECHANICAL ROOM ACCESSORY STORAGE, MECHANICAL ROOM ACCESSORY STORAGE, MECHANICAL ROOM OCCUPANCY GROUP (PER CHAPTER 3) 55' Y' 2E4Z SP-1 5'-6" 6T @ 11" FUNCTION OF SPACE (TABLE 1004.5) ,I WKLV GUDZLQJ LV QRW [ WKHQ WKH GUDZLQJ KDV EHHQ UHYLVHG IURP LWV RULJLQDO VL]H 1RWHG VFDOHV PXVW EH DGMXVWHG 7KLV OLQH VKRXOG EH HTXDO WR RQH LQFK (A-3) ASSEMBLY (A-3) ASSEMBLY (none) (A-3) ASSEMBLY (B) BUSINESS (B) BUSINESS (B) BUSINESS (B) BUSINESS C' 55' 65% DESIGN DEVELOPMENT UP 2B6Z 2' 2B4Z B' LEVEL 03 53'-0" INT. LANDING INT. LANDING B.O. CW L3 49'-3 1/2" 75% SCHEMATIC DESIGN 100% SCHEMATIC DESIGN 35% DESIGN DEVELOPMENT STAIR A 2STA SP-1 2E6Z 2E4Z LEVEL 04 69'-0" INT. LANDING LEVEL 03 53'-0" 6+((7 12 STAIR B PLANS & SECTIONS STAIR A 2E4Z 11STA 6'-3 6'-3"1/2" OCCUPANT LOAD TABLE - LEVEL 6 Plan, NOTES BN Typ. Level, 100% DD Phase OCCUPANT LOAD TABLE - LEVEL 2 Life Safety SHEET OCCUPANCY GROUP (PER CHAPTER 3) 6'-5" 7T @ 11" 5'-6" 7T @ 11" /,)( 6$)(7< 3/$16 (;,7 9,6,%,/,7< /,1( 6+((7 12 AREA NAME INT. LANDING If this drawing is not 30"x42", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch ISSUES 3 243/256" UP 100% DESIGN DEVELOPMENT 2B4Z 5'-6" 6T @ 11" $6680(' 7(1$17 ,03529(0(17 3$57,7,216 4' TENANT CONF FITNESS EXT TERRACE AMENITY F&B TENANT SPACE IT ROOM EM POWER ELEC. ROOM NORMAL POWER ELEC. ROOM JANITOR CLOSET STORAGE PREFUNCTION RESTROOM LEVEL 02: 12 1/4" = 1'-0" LEVEL original 04 All drawings and written material appearing herein constitute and unpublished work of the 69'-0" without consent of Architect/Engineer. Architect/Engineer and may not be duplicated, used or disclosed 6+((7 7,7/( /,)( 6$)(7< 3/$16 SHEET TITLE: 6'-3 1/2" ',67 %7:1 (;,76 1 1/4" = 1'-0" UP 5'-0" INSIDE STRGR. STAIR A VEST. 212 B' 20 A.B-427 1'-0" ',67$1&( %7:1 (;,76 6&$/( '$7( STAIR A VEST 1112 SCALE: 1/4" = 1'-0" LEVEL 10 165'-0" INT. LANDING 6 A.BC-421 2E4Z 1T + 1'-0" 352-(&7 12 STAIR B - LEVEL 1 2E4Z 1'-2" 2E6Z 2M44Z SP-1 1'-0" 63$&( ',$*21$/ 0($685(0(17 2) ',$*21$/ 0($685(0(17 STAIR B - LEVEL 3-11 (TYP) 3 %6 14 A.B-427 2E4Z 2B4Z DATE: 02/17/2023 11'-10" 4 13/256" 5'-0" INSIDE STRGR. A' 1T + 1'-0" ',67$1&( (;,7 9,6,%,/,7< /,1( $OO GUDZLQJV DQG ZULWWHQ PDWHULDO DSSHDULQJ KHUHLQ FRQVWLWXWH RULJLQDO DQG XQSXEOLVKHG ZRUN RI WKH $UFKLWHFW (QJLQHHU DQG PD\ QRW EH GXSOLFDWHG XVHG RU GLVFORVHG ZLWKRXW FRQVHQW RI $UFKLWHFW (QJLQHHU 6'-6 1/4" 7'-5 1/4" 36 ),5( (;7,*8,6+(5 &$%,1(7 )(& 1/4" = 1'-0" 6+((7 7,7/( $6680(' 7(1$17 ,03529(0(17 3$57,7,216 %1 PROJECT NO.: 20045.00 LEVEL 04 69'-0" INT. LANDING 31 16'-0" %& STAIR B - SECTION 4' BS 20 A.B-427 614A 30 ',67 %7:1 (;,76 Life Safety Plan, BN L2, 100% DD Phase 5 1/4" = 1'-0" 4' B' 19 A.B-427 614A 6&$/( STAIR B SECTION 2 INT. LANDING PS 6 A.BC-421 1'-2" 1T + 1'-0" ',67$1&( %7:1 (;,76 6 2E6Z LEVEL 10 165'-0" &20021 3$7+ 2) (*5(66 75$9(/ ',67$1&( '$7( INT. LANDING LEVEL 04 69'-0" .(<3/$1 BC LEVEL 10 165'-0" 1'-0" 352-(&7 12 4 1/4" INT. LANDING 5'0" 63$&( ',$*21$/ 0($685(0(17 2) ',$*21$/ 0($685(0(17 5'-0" INSIDE STRGR. 14 A.B-427 R ),5( (;7,*8,6+(5 &$%,1(7 6 A.B-427 2OG %D\VKRUH +Z\ %XUOLQJDPH &$ 0$;,080 $//2:$%/( &20021 3$7+ 2) (*5(66 LEVEL 01 75$9(/ ',67$1&( BN STAIR A 11STA 5'-0" INSIDE2E4Z STRGR. 1T + 1'-0" ',67$1&( 3HQLQVXOD &URVVLQJ 5(027( 32,17 21 )/225 &20021 3$7+ 2) (*5(66 7(50,1$7,21 1'-0" 12'-2 1/2" 2E4Z LEVEL 11 181'-0" 5'-0" INSIDE STRGR. 1'-0" %6 5'-0" INSIDE STRGR. 2M66Z 0$;,080 $//2:$%/( 75$9(/ ',67$1&( PN 2B6Z 20 A.B-427 2E4Z 5'0" )(& 2&&83$1&< (;,7,1* /(9(/ 36 R 5'-0" 4" 2M66Z 19 A.B-427 R &20021 3$7+ 2B4Z 5'-0" INSIDE STRGR. 184'-10" 7'-2" %& LEVEL 10 165'-0" 1'-0" 75$9(/ ',67$1&( 7(50,1$7,21 0$;,080 75$9(/ ',67$1&( %1 0" R 5'- 5'-0" INSIDE STRGR. 5(48,5(' 67$,5 :,'7+ [ 2&& /2$' 3529,'(' 67$,5 :,'7+ 75$9(/ ',67$1&( 3$7+ LEVEL 01 16'-0" 2M44Z 3529,'(' (;,7 :,'7+ INT. LANDING 19 A.B-427 KEYPLAN 5'-6" 6T @ 11" 31 &20021 3$7+ 2) (*5(66 75$9(/ ',67$1&( 5(48,5(' (;,7 :,'7+ [ 2&& /2$' 6 A.B-427 56' PARAPET 53' 14 A.B-427 6 A.BC-421 2E4Z 7'-2" .(<3/$1 0$;,080 $//2:$%/( &20021 3$7+ 2) (*5(66 75$9(/ ',67$1&( INT. LANDING (;,7 ',6&+$5*( A.BC-422 INT. LANDING 3 243/256" 11'-10" 5 A.BC-421 UP " &20021 3$7+ 2) (*5(66 7(50,1$7,21 &20021 3$7+ CONCRETE FILLED STEEL PAN STAIRS 05 51 00.02 2OG %D\VKRUH +Z\ %XUOLQJDPH &$ 5(027( 32,17 21 )/225 19 A.B-427 6 UP 5'-0" INSIDE STRGR. 2M44Z R 5'-0 75$9(/ ',67$1&( 3$7+ 6) 3HQLQVXOD &URVVLQJ 0$;,080 75$9(/ ',67$1&( 35,9$7( 7(1$17 7(55$&( INT. LANDING 6) 0$;,080 $//2:$%/( 75$9(/ ',67$1&( 2&&83$1&< (;,7,1* /(9(/ LEVEL 11 181'-0" 14 A.B-427 C' 20 A' A.B-427 19 A.B-427 5'-0" INSIDE STRGR. 2E4Z 2M44Z 5'-6" 6T @ 11" %$/&21< 7(1$17 &21) % $&& 6) 75$9(/ ',67$1&( 7(50,1$7,21 56' STAIR B 1STB 6 A.BC-421 1200-1340 Old Bayshore Hwy, Burlingame, CA 94010 16'-0" INT. LANDING 7(1$17 &21) % $&& 6) A.BC-422 (;,7 PARAPET 184'-10" UP (*5(66 3$7+ 2) 75$9(/ 6 14 A.B-427 Peninsula Crossing 2B6Z INT. LANDING 16'-0" &20021 3$7+ STAIR B 6STB 14 A.B-427 C' LEVEL 02 35'-0" 2E6Z 20 A.B-427 2E4Z 2B4Z 1'-2" 1'-2" Y' 2E4Z 5 A.BC-421 5'-0" INSIDE STRGR. 16'-0" 5(48,5(' 67$,5 :,'7+ [ 2&& /2$' 3529,'(' 67$,5 :,'7+ 20 A.B-427 2&&83$17 /2$' $7 (;,7 25 (;,7 ',6&+$5*( 53' Y' 19 A.B-427 LEVEL 11 181'-0" SP-2 18'-0" 4'-6" 8R @ 6.75" 3529,'(' (;,7 :,'7+ 7$1& ( 5(48,5(' (;,7 :,'7+ [ 2&& /2$' ,1',&$7(6 ),5( 5$7,1* 0,187(6 $**5(*$7( 2&&83$17 /2$' $/21* 3$7+ 2E6Z 2E6Z ; ,1',&$7(6 3$1,& +$5':$5( '225 0$5. 5(027( 32,17 21 )/225 (;,7 ',6&+$5*( 23(1 72 %(/2: 30 ',6 2E4Z 2B6Z 18'-0" (0 32: (5 (/(& 5220 6 6) 1-1/2" OD PTD STL PIPE HANDRAIL 05 52 13.05 LEVEL 02 35'-0" -$1,725 &/26(7 % 6) LEVEL 12 PARAPET 197'-0" 184'-10" LEVEL 11 181'-0" SP-2 19'-0" (;,7 2B4Z WWW.WRNSSTUDIO.COM 11'-10" 4 13/256" 5'-0" INSIDE STRGR. A' 19'-0" +,*+ 5,6( (/(9 /2%%< % 6) A' 2E4Z 2E4Z ',5(&7,21 2) 75$9(/ 2M66Z 4'-0" 7R @ 7" 5(027( 32,17 21 )/225 STAIR B VEST 102 LEVEL 12 PARAPET 197'-0" 184'-10" +5 ),5( 5$7(' (;,7 67$,5 25 3$66$*(:$<6 2E4Z 2M44Z 2B6Z STAIR B VEST 602 4'-0" 7R @ 7" 6) (*5(66 3$7+ 2) 75$9(/ 2B4Z '$7( 602A 4'-0" 7R @ 7" (/(& 5220 6 6) /2: 5,6( (/(9 /2%%< % 6) INT. LANDING 5(9,6,21 /,67 4'-0" 7R @ 7" ; 35,9$7( 7(1$17 7(55$&( +5 ),5( %$55,(5 5 01 SECOND STREET 4TH FLOOR, STE. 402 S A N FRAN C I S C O CALIFORNIA 9 41 0 7 4 15 . 4 8 9. 2 2 2 4 TEL 4 15 .3 5 8. 91 0 0 FAX 2B6Z 4'-0" 4'-0" 7R 7R @ @ 7" 7" 7(1$17 &21) $ 6) 602B +5 ),5( 5$7(' 6+$)7 INT. LANDING A.BC-421 A' 2' 2E4Z 4'-0" 7R @ 7" 11'-10" 5 A.BC-421 5 A.BC-422 2B6Z 4'-0" 7R @ 7" INT. LANDING 2" X 1/2" SS FLAT BAR PICKET @ 4" OC, SCHED FINISH 05 73 00.10 53' Y' 5 5 A.BC-422 4'-0" 7R @ 7" ! (;,7 6(3$5$7,21 ! (;,7 6(3$ 5$7,21 $**5(*$7( 2&&83$17 /2$' $/21* 3$7+ EQ 4'-0" 8R7R @@ 6.75" 7" &20021 3$7+ (0 32:(5 (/(& 5220 % 6) (/(& 5220 % 6) ',5(&7,21 2) 75$9(/ '(6,*1 '(9(/230(17 EQ4'-0" 8R @7R 6.75" @ 7" -$1,725 &/26(7 % 6) 5(675220 % 6) 2&&83$17 /2$' $7 (;,7 25 (;,7 ',6&+$5*( '(6,*1 '(9(/230(17 EQ EQ EQ 4'-0" EQ 7R @ 7" 8R @ 6.75" 8R @ 6.75" 8R @ 6.75" 8R @ 6.75" 6,1*/( 2&& 5(675220 % 6) 9 (/(9 /2%%< % 6) 4'-7 35/128" 8R @ 6.91" (;,7 6(3$ 5$7,21 6&+(0$7,& '(6,*1 '(6,*1 '(9(/230(17 53' Y' " ! 6 (/(9 /2%%< % 6) ,1',&$7(6 ),5( 5$7,1* 0,187(6 5(675220 % 6) TYPICAL STAIR DIMENSIONS LEVELS 3-11 +5 ),5( 5$7(' 3$57,7,21 +5 602.( %$55,(5 LEVEL 12 197'-0" R 5'-0 /2: 5,6( (/(9 /2%%< % 6) ; ,1',&$7(6 3$1,& +$5':$5( '225 0$5. )8785( 7(1$17 ,') 6 6) WWW.WRNSSTUDIO.COM LEVEL 12 197'-0" EQ 8R @ 6.75" ; ,7 5220 6 6) Y' '$7( 202B +,*+ 5,6( (/(9 /2%%< % 6) 7$1 &( 125 32:(5 (/(& 5220 % 6) ',6 6&+(0$7,& '(6,*1 B.O. CW L3 49'-3 1/2" 5'-2 47/256" 9R @ 6.91" )8785( 7(1$17 ,') % 6) 5(675220 % 6) 5(675220 % 6) B.O. CW L3 49'-3 1/2" 7(1$17 63$&( % 6) +5 ),5( 5$7(' 6+$)7 +5 ),5( 5$7(' (;,7 67$,5 25 3$66$*(:$<6 7(1$17 &21) % $&& 6) 4/28/2023 12:20:32 PM '$7( $66(0%/< ) % $ 6) ,67$ 1& ( 125 32:(5 (/(& 5220 % 6) &( 67$1 ', ! ' (;,7 6(3$5$7,21 ,7 5220 % 6) (;,7 6(3$5$7,21 6,1*/( 2&& 5(675220 % 6) ',6 7$ 1& ( ! 7(1$17 $0(1,7< ),71(66 $ 6) 9 (/(9 /2%%< % 6) ,668(6 5220 2&&83$17 /2$' LEVEL 03 53'-0" 4'-6" 8R @ 6.75" 5(9,6,21 /,67 &21) +5 ),5( %$55,(5 % $&& 6 (/(9 /2%%< % 6) Y' 2&&83$1&< /2$' )$&725 +5 ),5( 5$7(' 3$57,7,21 LEVEL 03 53'-0" 6) ! (;,7 6(3 $5$7,21 7(1$17 63$&( % 6) $1&( ',67 2&&83$1&< *5283 7(1$17 7(1$17 $0(1,7< ) % $ 6) 5 01 SECOND STREET 4TH FLOOR, STE. 402 S A N FRAN C I S C O CALIFORNIA 9 41 0 7 4 15 . 4 8 9. 2 2 2 4 TEL 4 15 .3 5 8. 91 0 0 FAX A' 55' 5220 1$0( $5($ 1$0( % 6) INT. LANDING 7(1$17 &21) % $&& 6) 1/4" = 1'-0" 2' 55' 5'-2 47/256" 9R @ 7" 2 1/4" = 1'-0" INT. LANDING STAIR B - LEVEL 2 1T + 12" '(6,*1 '(9(/230(17 4 LEVEL 04 69'-0" /(*(1' INT. LANDING +5 ),5( 5$7(' 3$57,7,21 4' STAIR B - LEVEL 12 7'-4" 8T @ 11" '(6,*1 '(9(/230(17 DATE '$7( '(6,*1 '(9(/230(17 REVISION LIST # 5'-7 1/4" 6&+(0$7,& '(6,*1 +5 ),5( 5$7(' 3$57,7,21 +5 602.( %$55,(5 02/17/2023 4' 102B $&&(6625< 6725$*( 0(&+$1,&$/ 5220 12/16/2022 2E4Z 6(( '225 6&+('8/( 6+((7 $ )25 $'',7,21$/ '225 5$7,1* $1' +$5':$5( ,1)250$7,21 5'-5" % %86,1(66 10/21/2022 100% DESIGN DEVELOPMENT 2E6Z 6'-5" 8T @ 11" 08/19/2022 65% DESIGN DEVELOPMENT 11'-8 1/4" 6'-6 1/4" 6&+(0$7,& '(6,*1 11'-8" 6'-3 3/4" ,668(6 5220 2&&83$17 /2$' 5'-0" INSIDE STRGR. 05/20/2022 35% DESIGN DEVELOPMENT 6(( $ 6(5,(6 )25 ,17(5,25 3$57,7,21 6&+('8/( $1' '(7$,/6 127,1* 3$57,7,21 &216758&7,21 8'-0" 7R @ 6.86" 2&&83$1&< /2$' )$&725 1'-0" 75% SCHEMATIC DESIGN 100% SCHEMATIC DESIGN M44Z ::: :516678',2 &20 5'-6" 7T @ 11" %86,1(66 $5($6 $66(0%/< 81&21&(175$7(' $66(0%/< 81&21&(175$7(' $66(0%/< 81&21&(175$7(' %86,1(66 $5($6 %86,1(66 $5($6 %86,1(66 $5($6 %86,1(66 $5($6 %86,1(66 $5($6 %86,1(66 $5($6 $&&(6625< 6725$*( 0(&+$1,&$/ 5220 1'-6 1/2" 6(&21' 675((7 7+ )/225 67( 6 $ 1 )5$1 & , 6 & 2 &$/,)251,$ 7(/ )$; 6'-6 1/4" % %86,1(66 QRQH QRQH QRQH % %86,1(66 % %86,1(66 % %86,1(66 % %86,1(66 % %86,1(66 % %86,1(66 % %86,1(66 6(( $ 6(5,(6 '5$:,1*6 )25 3$57,7,21 7<3( 7$*6 R 5'0" $&&(6625< 6725$*( 0(&+$1,&$/ 5220 $&&(6625< 6725$*( 0(&+$1,&$/ 5220 6,1*/( 2&& 5(675220 7(1$17 &21) 7(1$17 &21) 7(1$17 &21) 5(675220 5(675220 +,*+ 5,6( (/(9 /2%%< /2: 5,6( (/(9 /2%%< 6 (/(9 /2%%< 9 (/(9 /2%%< 125 32:(5 (/(& 5220 ,7 5220 /(9(/ 2&&83$1&< *5283 7(1$17 &21) % $&& 6) *5266 1(7 5HGXQGDQW *5266 $UHD *5266 5HGXQGDQW *5266 $UHD 5HGXQGDQW *5266 $UHD 1(7 1(7 1(7 *5266 *5266 *5266 *5266 *5266 *5266 5HGXQGDQW *5266 $UHD 5HGXQGDQW *5266 $UHD 5220 1$0( $5($ 1$0( % 6) 23(1 72 %(/2: *5266 *5266 $&&(6625< 6725$*( 0(&+$1,&$/ 5220 $66(0%/< 81&21&(175$7(' $&&(6625< 6725$*( 0(&+$1,&$/ 5220 6(( 6+((7 * %1 )25 29(5$// ),5( /,)( 6$)(7< &2'( ,1)250$7,21 1T + 1'-0" LEVEL 04 69'-0" /(*(1' % %86,1(66 % %86,1(66 *5266 *5266 %86,1(66 $5($6 $&&(6625< 6725$*( 0(&+$1,&$/ 5220 5'-0" INSIDE STRGR. 1'-0" -$1,725 &/26(7 (0 32:(5 (/(& 5220 $&&(6625< 6725$*( 0(&+$1,&$/ 5220 $&&(6625< 6725$*( 0(&+$1,&$/ 5220 1'-0" 2&& /2$' 1T+1'-0" *5266 *5266 *5266 *5266 *5266 *5266 *5266 *5266 1(7 2/) 6) 2&& *5266 1(7 *5266 5'-0" INSIDE STRGR. 602C .,7&+(16 &200(5&,$/ $&&(6625< 6725$*( 0(&+$1,&$/ 5220 %86,1(66 $5($6 %86,1(66 $5($6 %86,1(66 $5($6 %86,1(66 $5($6 %86,1(66 $5($6 %86,1(66 $5($6 $66(0%/< 81&21&(175$7(' 6(( '225 6&+('8/( 6+((7 $ )25 $'',7,21$/ '225 5$7,1* $1' +$5':$5( ,1)250$7,21 $5($ 6) 6'-3" $ $66(0%/< % %86,1(66 % %86,1(66 % %86,1(66 % %86,1(66 % %86,1(66 % %86,1(66 % %86,1(66 QRQH 6(( $ 6(5,(6 )25 ,17(5,25 3$57,7,21 6&+('8/( $1' '(7$,/6 127,1* 3$57,7,21 &216758&7,21 )81&7,21 2) 63$&( 7$%/( %86,1(66 $5($6 $66(0%/< 81&21&(175$7(' $&&(6625< 6725$*( 0(&+$1,&$/ 5220 1'-0" 5'-6" 7T @ 11" % %86,1(66 QRQH 6 6725$*( 02'(5$7( +$=$5' (/(& 5220 % %86,1(66 (0 32:(5 (/(& 5220 6 6725$*( 02'(5$7( +$=$5' 6,1*/( 2&& 5(675220 % %86,1(66 ,7 5220 6 6725$*( /2: +$=$5' )8785( 7(1$17 ,') 6 6725$*( /2: +$=$5' 7(1$17 &21) QRQH )8785( 7(1$17 ,') % %86,1(66 7'-5 1/4" *5266 1(7 *5266 *5266 *5266 *5266 1(7 2&&83$1&< *5283 3(5 &+$37(5 $5($ 1$0( 7(1$17 63$&( %$/&21< (/(& 5220 8'-0" 7R @ 6.86" *5266 *5266 1(7 $&&(6625< 6725$*( 0(&+$1,&$/ 5220 $66(0%/< 81&21&(175$7(' %86,1(66 $5($6 %86,1(66 $5($6 $&&(6625< 6725$*( 0(&+$1,&$/ 5220 $&&(6625< 6725$*( 0(&+$1,&$/ 5220 $66(0%/< 81&21&(175$7(' % ::: :516678',2 &20 19 A.B-427 M44Z 18'-0" $&&(6625< 6725$*( 0(&+$1,&$/ 5220 $&&(6625< 6725$*( 0(&+$1,&$/ 5220 $66(0%/< &21&(175$7(' % %86,1(66 QRQH % %86,1(66 % %86,1(66 % %86,1(66 % %86,1(66 QRQH 6(( $ 6(5,(6 '5$:,1*6 )25 3$57,7,21 7<3( 7$*6 4'-6" 8R @ 6.75" % %86,1(66 % %86,1(66 QRQH $5($ 180%(5 6(&21' 675((7 7+ )/225 67( 6 $ 1 )5$1 & , 6 & 2 &$/,)251,$ 7(/ )$; 6(( 6+((7 * %1 )25 29(5$// ),5( /,)( 6$)(7< &2'( ,1)250$7,21 4'-6" 8R @ 6.75" 4'-7 99/256" 8R @ 6.91" 2&& /2$' 16'-0" 6+((7 127(6 2/) 6) 2&& 1(7 1(7 *5266 A.BC-422 2M44Z 5'-0" INSIDE STRGR. 56' UP 19'-0" $5($ 6) 4'-7 41/256" 8R @ 6.91" )81&7,21 2) 63$&( 7$%/( $66(0%/< 81&21&(175$7(' $66(0%/< 81&21&(175$7(' (;(5&,6( 52206 181'-0" $ $66(0%/< $ $66(0%/< $ $66(0%/< 6 -0" R 5' 6+((7 127(6 UP 6 A.B-427 2&&83$1&< *5283 3(5 &+$37(5 $5($ 1$0( 7(1$17 &21) $66(0%/< ) % 7(1$17 $0(1,7< ),71(66 125 32:(5 (/(& 5220 )8785( 7(1$17 ,') 35,9$7( 7(1$17 7(55$&( 125 32:(5 (/(& 5220 7(1$17 &21) 7(1$17 63$&( 6,1*/( 2&& 5(675220 ,7 5220 -$1,725 &/26(7 35,9$7( 7(1$17 7(55$&( 7(1$17 $0(1,7< ) % (0 32:(5 (/(& 5220 5(675220 5(675220 +,*+ 5,6( (/(9 /2%%< /2: 5,6( (/(9 /2%%< 6 (/(9 /2%%< 9 (/(9 /2%%< 7(1$17 &21) /(9(/ 19 A.B-427 LEVEL 11 181'-0" 6 A.B-427 2&&83$17 /2$' 7$%/( /(9(/ A.BC-422 14 A.B-427 C' R 5'-0" LEVEL 11 181'-0" 2&&83$17 /2$' 7$%/( /(9(/ 19'-2 1/4" PARAPET 184'-10" 5' R 56' UP 5'-6" 7T @ 11" 16'-0" 8'-0" 7R @ 6.86" 6 INT. LANDING 6 A.B-427 14 A.B-427 C' 6 A.B-427 Peninsula Crossing / Professional 6' 12STB 0" INT. LANDING ,I WKLV GUDZLQJ LV QRW [ WKHQ WKH GUDZLQJ KDV EHHQ UHYLVHG IURP LWV RULJLQDO VL]H 1RWHG VFDOHV PXVW EH DGMXVWHG 7KLV OLQH VKRXOG EH HTXDO WR RQH LQFK $ %&