My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
301 N Broadway - Shell & Core - Plan (3)
PBA
>
Building
>
ProjectDox
>
B
>
Broadway
>
301 N Broadway
>
301 N Broadway - Shell & Core - Plan (3)
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/13/2026 5:01:11 AM
Creation date
3/13/2026 5:00:05 AM
Metadata
Fields
Template:
Plan
Permit Number
20183592
30147601
40139376
101120309
Full Address
301 N Broadway
Street Number
301
Street Direction
N
Street Name
Broadway
Jump to thumbnail
< previous set
next set >
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
2081
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
Show annotations
View images
View plain text
AL <br />I <br />G <br />N <br />AL <br />I <br />G <br />N <br />AL <br />I <br />G <br />N <br />R09R10R11R12R13R14R15R16R17 <br />RF <br />RG <br />RH <br />RJ <br />RK <br />RL <br />15' - 4" <br />30' - 0" <br />30' - 0" <br />30' - 0" <br />13' - 0" <br />11' - 0"28' - 2"28' - 2"30' - 0"28' - 2"28' - 2"41' - 1"28' - 2"13' - 8"23' - 3" <br />118' - 4" <br />PR <br />O <br />P <br />E <br />R <br />T <br />Y <br /> <br />L <br />I <br />N <br />E <br />PROPERTY LINE <br />PR <br />O <br />P <br />E <br />R <br />T <br />Y <br /> <br />L <br />I <br />N <br />E <br />PROPERTY LINE <br />PROPERTY LINEPROPERTY LINE <br />PR <br />O <br />P <br />E <br />R <br />T <br />Y <br /> <br />L <br />I <br />N <br />E <br />R07R08 <br />4' - 0" 4' - 0" <br />23' - 11" <br />21' - 0" <br />6' - 2" <br />32' - 0" <br />8' - 0" <br />20' - 2" <br />11' - 4" <br />2 <br />13 <br />/ <br />1 <br />6 <br />' <br />' <br />0" <br />2 <br />13 <br />/ <br />1 <br />6 <br />' <br />' <br />0' <br />-0" <br />-8" <br />-2" <br />259' - 10" <br />R11' <br />-6" <br />-2" <br />7' - 8 1/2"8' - 6" <br />EL. -2" <br />EL. 2 3/4" <br />EL. -2" <br />EL. -2" <br />EL. 0". <br />SL <br />O <br />P <br />E <br /> <br />D <br />N <br />2% <br />. <br />SLOPE DN <br />7% <br />. <br />SLOPE DN <br />14%. <br />SLOPE UP <br />14%. <br />SLOPE UP <br />7% <br />. <br />SL <br />O <br />P <br />E <br /> <br />U <br />P <br />2% <br />2" <br />7' - 10 1/4" <br />2' - 10 3/4" <br />29' - 0" 10" <br />9' - 1" 17' - 11" <br />7' - 5" 9' - 3 7/8" 9' - 1 1/8" <br />12' - 0" 8' - 0" 20' - 4" 4' - 0" <br />5' - 6" <br />2' - 5" <br />2 <br />13 <br />/ <br />1 <br />6 <br />' <br />' <br />-2" <br />11' - 6"11' - 11 5/8" 20' - 10" <br />4' - 0" 13' - 11" <br />11' - 7 1/2" <br />9' - 3" <br />9' - 8" <br />26' - 11" <br />18' - 5" <br />4' - 0" <br />27' - 5 1/2" <br />2' - 5"32' - 3 3/8" 9' - 6 5/8"6' - 5" 28' - 2"6' - 11" 4' - 7" <br />2' - 2" <br />3' - 4 1/2" <br />36' - 3" <br />5' - 6"1' - 2" <br />-6" <br />0' <br />2' - 0" <br />2' - 2" <br />2' - 6" <br />159' - 8"86' - 3" <br />15' - 11"40' - 2" 4' - 0" 4' - 0" 21' - 1" 4' - 0" 4' - 0"49' - 3"4' - 0" 4' - 0" 9' - 3" <br />6' - 10" <br />14' - 1" 14' - 1"15' - 0" 15' - 0"14' - 1" 14' - 1"14' - 1" 14' - 1" <br />4' - 0" 2' - 11" <br />116.50 F.F. <br />115.83 T.O.S. <br />[2" SLAB DEPRESSION] <br />117 F.F. <br />116.83 T.O.S. <br />[2" SLAB DEPRESSION] <br />117 T.O.S. <br />117.40 F.F. <br />117.23 T.O.S. <br />[-2" DEPRESSION] <br />117 F.F. <br />116.83 T.O.S. <br />[2" SLAB DEPRESSION] <br />117 F.F. <br />116.83 T.O.S. <br />[2" SLAB DEPRESSION] <br />1' - 0" <br />EL. 0" <br />3% <br />1%1% <br />2% <br />2% <br />10' - 11" <br />22' - 4" <br />22' - 3" <br />6' - 7" 12' - 9" <br />9' - 6" <br />2% <br />2% <br />2% <br />2% <br />2% <br />2% <br />2% <br />2%2% <br />4' - 0" <br />4' - 0" <br />2% <br />4' - 0" <br />12' - 6" <br />5' - 0" <br />5' - 8" <br />4' - 0" <br />5' - 8" <br />3' - 6" <br />5' - 0" <br />6' - 10" <br />12' - 0" <br />5' - 0" <br />3% <br />2% <br />3' - 10" <br />10' - 8" <br />6' - 8" <br />22' - 2" <br />EL. 0" <br />2' - 0" 6' - 8"5' - 8"5 7/8" <br />2' - 10 3/4" <br />EL. -6" <br />EL. 0" <br />EL. -6" <br />EL. -6" <br />4% <br />1: <br />2 <br />0 <br /> <br />M <br />A <br />X <br />SL <br />O <br />P <br />E <br /> <br />D <br />N <br />1:20 MAX <br />SLOPE DN <br />1:20 <br />SLOPE DN <br />1:20 <br />SLOPE DN <br />EL. 0" <br />EL. 2 3/4" <br />4' - 7" <br />EL. -8" <br />116.50 T.O.S. <br />117 T.O.S. <br />EL. -6" <br />116.50 T.O.S. <br />10' - 10" 5' - 8" <br />29' - 0" 10" <br />10' - 0" 5' - 8" 6' - 8"1' - 5" <br />3' - 0" <br />1' - 10" <br />2' - 2" <br />1% <br />1% <br />1% <br />2% <br />[No Slope] <br />EL. -8" <br />2% <br />5' - 0"10 1/2" <br />7' <br /> <br />- <br /> <br />7 <br /> <br />1 <br />/ <br />2 <br />" <br />6" <br />4' <br /> <br />- <br /> <br />0 <br />" <br />16' - 1" <br />17 <br />' <br /> <br />- <br /> <br />0 <br />" <br />135.00° <br />-2" <br />- <br />-2" <br />- <br />4' - 0" <br />01 <br />01 <br />01 <br />01 <br />01010101 <br />01 <br />01 <br />02 <br />02 <br />02 <br />02 02 <br />02 02 <br />02 <br />02 <br />12' - 6" <br />1' - 10" <br />4' - 5" <br />01 <br />117 F.F. <br />117 T.O.S. <br />117 F.F. <br />117 T.O.S. <br />09 <br />1' - 6" HIGH CONCRETE CURB <br />6" HIGH CONCRETE CURB <br />ARCHITECTURAL TOPPING <br />SHEET NOTES GENERAL NOTES KEY PLAN <br />NORTH <br />© Gensler <br />Date Description <br />Project Name <br />Project Number <br />Description <br />Scale <br />Seal / Signature <br />2021 <br />Tel 949.863.9434 <br />Fax 949-553-1676 <br />4675 MacArthur Court <br />Suite 100 <br />Newport Beach, CA <br />92600 <br />USA <br />As indicated <br />9/23/2024 11:03:35 AM <br />BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_WEST_R20.rvt <br />R1.A1.001 <br />SLAB EDGE PLAN - LEVEL 01 <br />07.3757.400 <br />3rd & Broadway Residential <br />Tower Core & Shell <br />301 N. Broadway, Santa Ana, CA <br />SCALE:1/8" = 1'-0" <br />SLAB EDGE PLAN - LEVEL 011 <br />6 FLOOR LEVEL CHANGES ARE HEIGHT DIFFERENCE FROM FLOOR DATUM. <br />7 REFER TO CONSTRUCTION PLANS FOR PARTITION TYPES <br />8 VERIFY WITH STRUCTURAL DRAWINGS FOR ALLOWABLE SIZE AND LOCATION OF OPENINGS <br />TO FLOOR AND WALL <br />9 COORDINATE WITH MECH, ELEC, PLUMB, FP AND OTHER TRADES FOR UTILITY PENETRATIONS <br />AT FLOOR AND WALL. <br />10 COORDINATE LOCATION OF CONTROL JOINTS WITH ARCHITECT. <br />11 VERIFY LOCATION OF CONC PADS WITH MECH, ELEC, PLUMB AND STRUCT DWGS. <br />12 REFER TO MEP, STRUCTURAL, FIRE LIFE SAFETY FOR ADDITIONAL INFORMATION. <br />1 INTERIOR LAYOUTS ARE BY INTERIORLAYOUT IT'S A SEPARATE PERMIT SET AND SHOWN FOR <br />GENERAL SHELL / CORE SYSTEMS COORDINATION ONLY. <br />2 RATED CORRIDOR AND DEMISING WALL SEPARATION SHOWN FOR INTENT OF FUTURE <br />TENANT IMPROVEMENT CONSTRUCTION. CONTRACTOR TO PROVIDE RATED PARTITIONS AS <br />INDICATED ON PLANS. ALL MEPF SYSTEM DISTRIBUTION WITHIN TENANT UNITS TO BE <br />PROVIDED AS PART OF FUTURE TENANT BUILDOUT. <br />3 ALL SLAB PENETRATIONS FOR PIPING SHALL BE FULLY PACKED AND SEALED WITH <br />FIRE-RATED MATERIALS IN ACCORDANCE WITH APPLICABLE BUILDING AND FIRE CODES. <br />4 ELEVATIONS INDICATED ARE TOP OF STRUCTURAL SLAB. <br />5 DIMENSION POINTS ARE TO FACE OF CONCRETE, UNO. <br />H <br />LEGEND <br />09/21/2021 Issue for Plan Check <br />A 12/10/2021 Reissue for Plan Check <br />B 01/18/2022 Reissue for Plan Check <br />G 08/30/2022 Reissue for Plan Check <br />H 06/17/2024 Revision to Permit <br />01 REFER TO CIVIL FOR FINISH SURFACE ELEVATION. <br />02 CONCRETE CURB, REFER TO STRUCTURAL. <br />09 EXTENT OF SLAB CAP OVER PARKING GARAGE - <br />SEE STRUCTURAL. <br />1/7/25
The URL can be used to link to this page
Your browser does not support the video tag.