My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2102 S Flower St - DEF - Storefront - Plan
PBA
>
Building
>
ProjectDox
>
F
>
Flower St
>
2102 S Flower St
>
2102 S Flower St - DEF - Storefront - Plan
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
2/5/2026 5:00:11 AM
Creation date
2/5/2026 5:00:05 AM
Metadata
Fields
Template:
Plan
Permit Number
101126259
Full Address
2102 S Flower St
Street Number
2102
Street Direction
S
Street Name
Flower
Street Suffix
St
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
82
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
T 1-I - 4 3 <br />0.0900 <br />Area <br />Perimeter: 27. / `j05 <br />Bounding box. X:-2.4969 -- 2.5031 <br />Y:-0.6943 -- 1.5557 <br />Centroid: X: 0.0000 <br />Y: 0.0000 <br />Moments of inertia: X: 0.4667 <br />Y: 3.8148 <br />Product of inertia: XY: 0.0218 <br />Radii of gyration: X: 0.6907 <br />Y: 1.9745 <br />Principal moments and X-Y directions about centroid: <br />I: 0.4666 along [1.0000 0.00651 <br />J: 3.8150 along [-0.0065 1.0000] <br />i B427CL <br />0.1250 T 0.0800 <br />I <br />Ar- 0.4420 <br />Perl'-peter: 6.8426 <br />Bounding box: X:-1.1639 -- 1.2572 <br />Y:-0.2145 -- 0.1443 <br />Centroid: X: 0.0000 <br />Y: 0.0000 <br />✓I- its of inertia: X: 0.0042 <br />Y: 0,1849 <br />r. XY: 0.0033 <br />X: 0.0969 <br />Y: 0.6467 <br />ii moments and X-Y directions about centroid: <br />0.0041 along [0.9998 0.0180] <br />J: 0.1849 along [-0.0180 0.9998] <br />TF T 1 H T <br />0.0620 <br />Area: <br />0.35s, <br />Perimeter: <br />10. 46 54 <br />Bounding <br />box: <br />X:-1,3.406 -- <br />O.b25�i <br />Y:-0.2676 -- <br />0.7324 <br />Centroid: <br />X: 0.0000 <br />Y: 0.0000 <br />Moments <br />of inertia: <br />X: 0,0277 <br />Y: 0,1754 <br />Product <br />of inertia: <br />XY: 0.0391 <br />Radii of <br />gyration: <br />X: 0.2789 <br />Y: 0.7020 <br />Principal <br />moments <br />and X-Y directions about centroid: <br />I: 0.0180 along <br />[0-9705 0.2410] <br />J: 0.1851 along <br />[0.2410 0.9705] <br />T(�01 <br />Area: <br />0.0923 <br />Perimeter: <br />12699 <br />Bounding <br />box: <br />X:-0.3766 - <br />0.1284 <br />Y:-0.3842 -- <br />0.4639 <br />Centroid: <br />X: 0.0000 <br />Y: 0,0000 <br />Moments <br />of inertia: <br />X: 0.0074 <br />Y: 0.0015 <br />Product <br />of inertia: <br />XY: 0.0017 <br />Radii of <br />gyration: <br />X: 0.2838 <br />Y: 0.1285 <br />Pr i )al <br />moments <br />and X-Y directions about centroid: <br />I: 0.0011 along <br />[0.2525 0-9676] <br />J: 0.0079 along <br />[0.9676 0.2525] <br />0,0800 <br />Area: <br />0.6704 <br />Perimeter: <br />17.0870 <br />Bounding box: <br />X. 1.8070 -- <br />2.7996 <br />Y:-1.3049 -- <br />0.5658 <br />Centroid: <br />X: 0.0000 <br />Y: 0.0000 <br />Moments of inertia: <br />X: 0.1853 <br />Y: 1.1060 <br />Product of inertia: <br />XY: 0.2331 <br />Radii of gyration: <br />X: 0.5258 <br />Y: 1.2845 <br />::�rinoipnl <br />and XY directions about centroid: <br />I: 0.1297 clung <br />[0.9727 0.23221 <br />J: 1.1617 along <br />[-0.2322 0,9727] <br />0.0900 <br />0.0800 <br />Area: <br />0.9425 <br />Perimeter: <br />22.6132 <br />Bounding box: <br />X:-2,1894 -- <br />2.8107 <br />Y:-1.7303 -- <br />0.5197 <br />Cen troid: <br />X: 0.0000 <br />Y: 0.0000 <br />Moments of inertia: <br />X: 0.2954 <br />Y: 3.1936 <br />Product of inertia: <br />XY: 0.3384 <br />Radii of gyration: <br />X: 0.5598 <br />Y: 1.8407 <br />Principal moments <br />and X-Y directions about <br />centroid: <br />0.2564 along <br />[0-9934 0-1145] <br />J: 3.2326 along <br />[-0.1145 0.99341 <br />TG221H <br />0.0500 <br />;I <br />0.0500 <br />0.050000 <br />Area: <br />0.2231 <br />Perimeter: <br />8.6494 <br />hounding box: <br />X: 0.9173 <br />1.1962 <br />Y:-0.5805 -- <br />0.4195 <br />Crr�'nci�1 <br />X: 0.0000 <br />Y: 0.0000 <br />P✓ ^ren�� of inertia: <br />X: 0,0230 <br />Y: 0.0918 <br />ro.luc o` inertia: <br />XY:-0.0179 <br />Radii of gyration: <br />X: 0.3208 <br />Y: 0.6413 <br />Fi 1c�io moments <br />and XY directions about centroid: <br />I: 0.0186 along <br />[0.9715-0.2371] <br />J: 0.0961 along <br />[0.2371 0.9715] <br />0.1250 <br />Area: 1.7408 <br />Perimeter. 28.1469 <br />Bounding box: X: 0.8700 - 0.8700 <br />Y:-2.7773 -- 2.3477 <br />Centroid: X: 0.0000 <br />Y: 0.0000 <br />Moments of inertia: X: 4.0045 <br />Y: 0.9418 <br />Product of inertia: XY: 0.0000 <br />Radii of gyration: X: 1,5167 <br />Y: 0.7355 <br />Lrin-ipal moments and XY directions about centroid: <br />4.0045 along [1.0000 0.0000] <br />J: 0.9418 along [0.0000 1.0Ci00] <br />TBD428 <br />Area: <br />1.0229 <br />Perimeter: <br />26.4449 <br />Bounding box: <br />X:-2.2252 -- <br />2.1568 <br />Y:-1.1439 -- <br />0.8568 <br />Centroid: <br />X: 0.0000 <br />Y: 0,0000 <br />Moments of inertia: <br />X: 0.4078 <br />Y: 2.1589 <br />Product of inertia: <br />XY:-0.3686 <br />Radii of gyration: <br />X: 0.6.314 <br />Y: 1.4527 <br />Principal moments <br />and X-Y directions about <br />centroid: <br />0.3334 along_ <br />[0.9802 0.1979] <br />J: 2.2333 along <br />[-0.1979 0.98021 <br />TB425 <br />L <br />Area: <br />0.5790 <br />Perimeter: <br />15.7163 <br />Bounding <br />box: <br />X:-1.9637 -- <br />2.6430 <br />Y:-0.6747 -- <br />1.1893 <br />Cen troid: <br />X: 0.0000 <br />Y: 0.0000 <br />Moments <br />of inertia: <br />X: 0.1844 <br />Y: 0.8851 <br />Product <br />of inertia: <br />XY:-0.3306 <br />Radii of <br />gyration: <br />X: 0.5644 <br />Y: 1.2364 <br />Principal <br />moments <br />and X-Y directions about centroid: <br />0.0531 along <br />[0.9293-0-36931 <br />J: 1.0165 along <br />[0.3693 0.9293] <br />0PG1999 <br />T <br />0.1250 <br />0.1250 <br />Area: <br />0.2486 <br />Perimeter: <br />4.2738 <br />Bounding box: <br />X:-0.8363 -- <br />0.4137 <br />Y: -0 6486 -- <br />0.2264 <br />Centroid: <br />X: 0.0000 <br />Y: 0.0000 <br />Moments of inertia: <br />X: 0.0157 <br />Y: 0.0388 <br />Product of inertia: <br />XY:-0.0143 <br />Radii of gyration: <br />X: 0.2514 <br />Y: 0.3950 <br />Principal moments <br />and XY directions about <br />centroid: <br />I: 0.0089 along <br />[0.9019-0-4319] <br />J: 0.0457 along <br />[0.4319 0.9019] <br />DRB950 <br />0.1000 <br />Li <br />�o 0.1 goo <br />0.1000 <br />Area: 2 2873 <br />Perimeter: 46.6418 <br />Bounding box: X:-4.5985 -- 4.9015 <br />Y:-0.8750 -- 0.8750 <br />Cen troid: X: 0.0000 <br />Y: 0.0000 <br />Moments of inertia: X: 1.3880 <br />Y: 19.5967 <br />Product of inertia: XY: 0.0000 <br />Radii of gyration: X: 0.7790 <br />Y: 2.9270 <br />Principal moments and X-Y directions about centroid: <br />1.3880 along [1-0000 0.0000] <br />J: 19.5967 along [0,0000 1.0000] <br />TB20, <br />o.os0a <br />0.0750 <br />Area: <br />0.2606 <br />Perimeter: <br />--)-12 <br />Bounding L _ <: <br />- 2587 - <br />1.1375 <br />-0.3089 -- <br />0.0971 <br />c-roid: <br />n: 0.0000 <br />Y: 0.0000 <br />Moments of inertia: <br />X: 0.0028 <br />Y: 0.1493 <br />Product of inertia: <br />XY:-0.0071 <br />Radii of gyration: <br />X: 0.1044 <br />Y: 0.7571 <br />Principal moments <br />and X-Y directions about <br />centroid: <br />I: 0.0028 along <br />[0.9999-0.0142] <br />J: 0.1494 along <br />[0.0142 0.9999.1 <br />1 H425ST <br />0.0750 <br />-J� <br />A ea: 0.1473 <br />1. neter: 3.9345 <br />B--unding box: X:-0.1081 -- 0.2412 <br />Y: 0.5479 - 0.6866 <br />Cen troid: X: 0.0000 <br />Y: 0.0000 <br />Moments of inertia: X: 0.0215 <br />Y: 0,0013 <br />Product of inertia: XY: 0.0004 <br />Radii of gyration: X: 0.3822 <br />Y: 0,0950 <br />Principal moments and X-Y directions about centroid: <br />0.0013 along [0.0189 0.9998] <br />J: 0.0215 along [-0.9998 0,01891 <br />9CH2O1 <br />0.0650 T <br />0.0650 <br />0.0650 <br />Area: <br />0.2607 <br />Perimeter: <br />8.2293 <br />Bounding <br />box: <br />X:-0.9734 -- <br />1.0266 <br />Y:-0.2745 <br />- 0.7255 <br />Centroid: <br />X: 0.0000 <br />Y: 0.0000 <br />Moments <br />of inertia: <br />X: 0.0248 <br />Y: 0.1620 <br />Product <br />of inertia: <br />XY: 0.0002 <br />Radii of <br />gyration: <br />X: 0,3081 <br />Y: 0.7883 <br />Principal <br />moments <br />and X-Y directions about <br />centroid: <br />I: 0.0248 along <br />[1.0000-0.0012] <br />J: 0.1620 along <br />10.0012 1.0000] <br />TB205 <br />0.0890 <br />0.0750 <br />Area: <br />0.9934 <br />Perimeter: <br />26.2281 <br />Bounding box: <br />X:-2.0660 -- <br />2.4340 <br />Y:-0.7722 -- <br />1.2278 <br />Cer1i rid: <br />X: 0.0000 <br />Y: 0,0000 <br />ertia: <br />X: 0.4186 <br />Y: 2.7063 <br />Product of inertia: <br />XY:-0.1837 <br />Radii of gyration: <br />X: 0.6491 <br />Y: 1.6505 <br />Principal moments <br />and X-Y directions about <br />centroid: <br />I: 0.4039 along <br />[0.9968-0.0795] <br />J: 2.7209 along <br />[0.0795 0.9968] <br />Deferred Approval <br />These documents (drawings, specifications, or calculations) have been <br />prepared by other design professionals or consultants who are licensed <br />and/or authorized to prepare such documents in California. These <br />documents have been examined by JAMA for design intent and have be <br />n <br />found to meet the appropriate structural requirements and the project <br />specifications. <br />BY rlawrence <br />DATE 12/9/2025 <br />JOHN A. MARTIN & ASSOCIATES, INC. <br />STRUCTURAL ENGINEERS <br />950 S. Grand Ave., Fourth Floor, Los Angeles, CA 90015 <br />0.0700 <br />Area: <br />0. 2 31 1 <br />Perimeter. <br />6.0116 <br />Bounding <br />box: <br />X: 0,0986 - <br />0.2364 <br />Y:-1.1542 -- <br />0.8458 <br />Centroid: <br />X: 0.0000 <br />Y: 0.0000 <br />Moments <br />of inertia: <br />X: 0.0718 <br />Y: 0.0021 <br />Product <br />of inertia: <br />XY:-D.0023 <br />Radii of <br />gyration: <br />X: 0.5573 <br />Y: 0.0965 <br />Principal <br />moments <br />and X-Y directions about centroid: <br />I: 0.0718 along <br />[0.9995-0,03291 <br />J: 0.0021 along <br />[0.0329 0.9995] <br />T245 <br />0.0800 <br />Area: <br />1.0144 <br />Perimeter: <br />25.3085 <br />Bounding <br />box: <br />X: -2-2500 -- <br />2 '_ _ <br />Y: 1.0000 - <br />1.000C <br />Centroid: <br />X: 0.0000 <br />Y: 0.0000 <br />Moments <br />of inertia: <br />X: 0.7470 <br />Y: 2.65.30 <br />Product <br />of inertia: <br />XY: 0.0000 <br />Radii of <br />gyration: <br />X: 0.8581 <br />Y: 1.6172 <br />rincilsal <br />moments <br />and XY directions about <br />centroid: <br />I: 0.7470 along <br />[1.0000 0.0000] <br />J: 2.6530 along <br />[00000 1.0000] <br />31431 <br />Area: <br />2.1315 <br />Perimeter: <br />34.3989 <br />1 <br />Bounding box: <br />X:-0.8700 -- <br />0.8700 <br />Y:-3.5147 -- <br />3.1733 <br />Centroid: <br />X: 0.0000 <br />Y: 0.0000 <br />Moments of inertia: <br />X: 8.7506 <br />Y: 1.1971 <br />Product of inertia: <br />XY: 0.0000 <br />Radii of gyration: <br />X: 2.0262 <br />Y: 0.7494 <br />Principal moments <br />and X-Y directions about <br />centroid: <br />I: 1.1971 along <br />[0.0000 1.0000] <br />J: 8.7506 along <br />1-1.0000 0.00001 <br />TG200 <br />Area: <br />J. -Z I <br />Perimeter: <br />8.7318 <br />Bounding <br />box: <br />X: 1.7950 -- <br />1.7950 <br />Y:-0.0696 -- <br />0.3365 <br />Centroid: <br />X: 0.0000 <br />Y: 0.0000 <br />Moments <br />of inertia: <br />X: 0.0022 <br />Y: 0.4260 <br />Product <br />of inertia: <br />XY: 0.0000 <br />Radii of <br />gyration: <br />X: 0.083.1 <br />Y: 1.1483 <br />rin, pril <br />moments <br />and X Y directions about <br />centroid: <br />I: 0.0022 along <br />[1.0000 0.0000] <br />J: 0.4260 along <br />[0.0000 1.00001 <br />CITY OF SANTA ANA <br />tanning and Building gen0 <br />F'cv'�- <br />i! .. roved <br />�■ . - <br />0'( tiMIT ISSUANCIP <br />PROJECT: <br />SANTA ANA <br />MEMORIAL PARK <br />aQ��� 10- <br />CENTER <br />+ S WER ST <br />a le SANTA ANA, CA 92707 <br />PROJECT NUMBER: <br />CITY OF SANTA ANA <br />20 CIVIC CENTER PLAZA, SANTA <br />ANA, CA 92701 <br />REVISION <br />NUMBER DATE DESCRIPTION <br />No. 84674 <br />10/13/2025 <br />I&S31J:11I <br />DATE: <br />STAMP: <br />SHEET TITLE: <br />SECTION <br />PROPERTIES <br />SHEET NUMBER: <br />CW7.01 <br />
The URL can be used to link to this page
Your browser does not support the video tag.