Laserfiche WebLink
CITY OF SANTA <br />lanning and Building <br />spproved <br />, <br />TB251 <br />TE <br />G611 <br />S155BASE <br />`_ L <br />0'( P'ERMIT ISSU/ <br />PROJECT: <br />SANTA ANA <br />MEMORIAL PARK <br />II� <br />AQLIATtlr,.$.CENTER <br />0.0750 <br />IrSlIkOWER ST <br />a S <br />0.0900 <br />Date: <br />SANTA ANA, CA 92707 <br />0.0550 <br />- - <br />PROJECT NUMBER: <br />202305 <br />CLIENT_ <br />CITY OF SANTA ANA <br />Ar .. <br />Area: 1,1775 <br />Area: 0.1363 <br />Area: 0.0504 <br />Area: 0.0942 <br />20 CIVIC CENTER PLAZA, SANTA <br />Perimeter: 30.5811 <br />Perimeter: 5.0866 <br />Perimeter: 1.9889 <br />Perimeter: 3.6820 <br />ANA, CA92701 <br />oura r <br />Bounding box: X:-1.0047 0.9953 <br />Bounding box: X: 0.8710 -- 0.8710 <br />Bounding box: X:-0.3255 - 0.3255 <br />Bounding box: X:-0.3851 0.3649 <br />Y:-2.1494 -- 2.3507 <br />Y:-0.0922 - 0.3393 <br />Y:-0.0702 -- 0,1597 <br />Y:-0.3400 -- 0.1601 <br />Centroid: <br />e thoid: X: 0.0000 <br />Centroid: X: 0.0000 <br />Centroid: X: 0.0000 <br />Centroid: X: 0.0000 <br />Y: 0.0000 <br />Y: 0.0000 <br />Y: 0.0000 <br />Y: 0,0000 <br />Moments _:` 1 0 " _ <br />Mome-ts, of inertia: X: 2.8568 <br />Moments of inertia: X: 0.0018 <br />Moments of inertia: X: 0.0002 <br />Moments of inertia: X: 0.0022 <br />- 1- <br />Y: 0.6938 <br />Y: 0.0414 <br />Y: 0.0023 <br />Y: 0.0075 <br />Product of .l i I,:: l _` <br />Product of inertia: XY: 0.1277 <br />Product of inertia: XY: 0.0000 <br />Product of inertia: XY: 0.0000 <br />Product of inertia: XY: 0.0001 <br />Radii of gyro- --i: <br />Radii of gyration: X: 1.5576 <br />Radii of gyration: X: 0.1154 <br />Radii of gyration: X: 0.0605 <br />i'Radii of gyration: X: 0.1526 <br />Y: 0.7676 <br />Y: 0.5509 <br />Y: 0.2140 <br />Y: 0.28.30 <br />Principal more-ns _: x I errs t _, _ .�I_I�- -troiJ: <br />Principal moments and X-Y directions about centroid: <br />Principal moments and X-Y directions about centroid: <br />Principal moments and X-Y directions about centroid: <br />Principal moments and X-Y directions about centroid: <br />I: 0.6863along [0.0587 0.9983] <br />I: 0.0018 clung [1,0000 0.00001 <br />I: 0.0002 along [1.0000 0.0000] <br />I: 0.0022 along [0.9997-0.0225] <br />1.i1",00] <br />J: 28644 along [-0.9983 0.0587] <br />J: 0.04'14 along [0.0000 1.0000] <br />J: 0.0023 along [0.0000 1.0000] <br />J: 0.0075 along [0.0225 0.99971 <br />DS0401 H <br />31400HVY <br />HC-420 <br />H CF 3726 <br />m <br />0.1880 <br />0.1,5 <br />1 <br />Ln <br />x <br />Q <br />I <br />}� <br />1. <br />I <br />I <br />�_ <br />1/lt�• <br />X-AXIS , <br />j - _X-AXIS <br />0.1880 <br />Area: 2.3714 <br />Perimeter: 26.1747 <br />Area: 2.1427 <br />Perimeter: 26.9807 <br />Area: 0.6153 <br />rea: 0.6781 <br />Bounding box: X:-2.5055 -- 2.4945 <br />Bounding box: X:-0.8750 -- 0.8750 <br />Perimeter: 18.6201 <br />erimeter: 17,1861 <br />I r=iing box: X:-2,3125 2.3175 <br />Y:-0.8693 -- 0.8807 <br />�" a 3- <br />-2361 -- 2.6 81 <br />Bouncing box: X:-2.4204 -- 2.421F, <br />Y:-0.4306 -- 5075 <br />Centroid: X: 0.0000 <br />Centroid: X 0.0000 <br />Y: 0.5912 -- 1.471,=' <br />entroid: X: 0.00.4 <br />Y 0.0000 <br />Y. 0.0000 <br />Can troid: X: 0.0000 <br />Y. 0.0000 <br />Moments of inertia: X: 1.2113 <br />Moments of inertio: X: 6.0389 <br />Y: 0.0000 <br />t f X: 0.1860 <br />Y: 6.5689 <br />Y: 1.0945 <br />Moments of inertia: X: 0.2807 <br />,Iun <br />Y: 0.9095 <br />Product of inertia: XY:-0.0353 <br />Product of inertia: XY: 0.0000 <br />Y: 23012 <br />roduct of incr lIc: XY: 0,0021 <br />Radii of gyration: X: 0.7147 <br />Radii of gyration: X: 1.6788 <br />Product of inertia: XY:-0.0.004 <br />Radii o lyratlon: X: 0.5238 <br />Y: 1.6643 <br />Y: 0.7147 <br />Radii of gyration: X: 0.6754 <br />Y: 1.1582 <br />Principal moments and X-Y directions about centroid: <br />Principal moments and X-Y directions aboutY: <br />centroid: <br />1.9339 <br />rind al murn_r�:s and X-Y directions about centroid: <br />P <br />I: 1.2111 along [1.0000 0.0066] <br />I: 1.0945 along [0.0000 1.0000] <br />Principal moments and XY directions about centroid <br />: 0.1860 along [1.0000 0.0029 I <br />J: 6.5691 along [ 0.0066 1.00001 <br />J: 6.0389 along [-1.0000 0.00001 <br />0.2807 clan 0000 0 00, <br />J [ ] <br />J: 0.9095 along [-0.0029 1.0000] <br />J: 2.3012 along 10,0002 1.000U <br />SCF -320 <br />CF <br />- <br />00 <br />m <br />m <br />I <br />I <br />m <br />QI <br />Q <br />r1 <br />X <br />X <br /><I <br />I <br />}I <br />I <br />'I <br />I <br />I <br />X-AXIS <br />- <br />I <br />_XIS <br />I <br />X-AXIS <br />-> <br />I <br />k <br />QI <br />rl <br />I <br />REVISION <br />NUMBER DATE DESCRIPTION <br />Area: 0.6062 <br />re.: 0.3066 <br />rea: 0.5534 <br />.rea: 0.9647 <br />rea: 0.3090 <br />erimeter: 14.9723 <br />erimeter: 10.0100 <br />erimeter: 16.6642 <br />_erimeter: 25.4433 <br />erimeter. 11-5377 <br />ounding box: X:-2.3512 -- 2.2988 <br />3ounding box: X:-0.9417 -- 1.0583 <br />3ounding box: X:-2.7556 -- 2.0964 <br />_ounding box: X:-2.2550 -- 2.2550 <br />3ounding box: X: 1.7500 -- 1.7500 <br />Y:-1.0953 -- 0.8427 <br />Y:-0.9584 -- 0.4416 <br />Y:-0.4780 -- 1.6470 <br />Y:-1.347.3 -- 0.6527 <br />Y:-0.3840 - 0.16,90 <br />entroid: X: 0.0000 <br />entroid: X: 0,0000 <br />entroid: X: 0.0000 <br />;entroid: X: 0.0000 <br />entroid: X: 0.0000 <br />Y: 0.0000 <br />Y: 0.0000 <br />Y: 0.0000 <br />Y: 0.0000 <br />Y: 0.0000 <br />foments of inertia: X: 0.2302 <br />Aoments of inertia: X: 0.0624 <br />aments of inertia: X: 0.1732 <br />loments of inertia: X: 0.4264 <br />ornents of finer, .: X: 0,0101 <br />Y: 0.9547 <br />Y: 0.1829 <br />Y: 1,8344 <br />Y: 2,5031 <br />Y: 0.3098 <br />roduct of inertia: XY: 0.3693 <br />'roduct of inertia: XY: 0.0160 <br />roduct of Inertia: XY: 0,2402 <br />rodi_Ict of inertia: XY: O.nOQO <br />oduct of inertia: XY: 0.0000 <br />Radii of gyration: X: 0.6162 <br />Radii of gyration: X: 0.4509 <br />Radii of gyration: X: 0.5594 <br />Radii of gyration: X: 0.6649 <br />e;ii r: Itir.1t"ar: X: 0.1809 <br />�� <br />Y: 1.2549 <br />rincipal moments and X-Y directions about cen D ... <br />0.0751 along [0.9220 0.3871] <br />Y: 0.7723 <br />�i If �il n -)nrents and X-Y directions about centroid: <br />I: 0.0603 along [0-9915 0.1297] <br />Y: 1.8207 <br />rincipal moments and X-Y directions about centroid: <br />I: 0.1392 along [0.9901 0.1403] <br />Y: 1.6108 <br />rincipal moments and X-Y directions about centroid: <br />I: 0.4264 along [1.0000 0.0000] <br />Y. 1.0013 <br />lrn.ip�l rnornents and X-Y directions about centroid: <br />I: 0.0101 along [1.0000 0.0000] <br />J: 1.1098 along [-0.3871 0,9220 <br />J: 0.1850 along [-0.1297 0.9915 <br />J: 1.8684 along 0.1403 0.9901] <br />J: 2.5031 along [0.0000 1.0000] <br />J: 0.3098 along [0.0000 1.0000 <br />v <br />No. 84674 <br />s� 6l �e <br />FF 200 <br />H M �26 <br />9�' VI <br />FOCF 1V1 <br />10/13/2025 <br />/IL <br />X <br />ISSUE: <br />(n <br />I <br />}I <br />I <br />} <br />I <br />DATE: <br />X Axis <br />X AXIS <br />- <br />STAMP: <br />Area: 0.2520 <br />Area: 0.8508 <br />Perimeter: B-4812 <br />Perimeter: 212.51 <br />Bounding box: X:-1.7482 -- 1.7518 <br />ng -- <br />Bounding box: X: 514 1.9860 <br />0 <br />Y:-0.0642 -- 0,3267 <br />Y:-1.0120 -- 0.9880 <br />Centroid: X: 0.000 <br />Centroid: X: 0.0000 <br />Y: 0.0000 <br />Y: 0,0000 <br />SHEET TITLE: <br />Moments of inertia: X: 0.0017 <br />Momer l� _,I .rtia: X. 0.3775 <br />Y: 0.3311 <br />Product of inertia: XY: 0.0000 <br />Y: 2.1 232 <br />Deferred Approval <br />SECTION <br />Radii of gyration: X: 0.0812 <br />Product of inertia: XY: 0.405 <br />Y: 1.1463 <br />X-Y <br />Radii of gyration: X: 0.6662 <br />Y: 1.5421 <br />These documents (drawings, specifications, or calculations) have been <br />by other design or consultants who are licensed <br />PROPERTIES <br />Principal moments and directions about centroid: <br />Principal momen',s and X-Y dlr-ections about centroid: <br />prepared professionals <br />and/or authorized to prepare such documents in California. These <br />0.0017 along <br />g [ 0000 0.0000 ] <br />I: 0.2832 clang [0.9740 0.2268] <br />documents have been examined by JAMA for design intent and have been <br />J: 0.3311 along [0.0000 1.00001 <br />J: 2.1175 along 1-0.22.68 0.9740] <br />found to meet the appropriate structural requirements and the project <br />specifications. <br />SHEET NUMBER: <br />BY rlawrence <br />DATE 12/9/2025 <br />JOHN A. MARTIN & ASSOCIATES, INC. <br />CW7.02 <br />STRUCTURAL ENGINEERS <br />950 S. Grand Ave., Fourth Floor, Los Angeles, CA 90015 <br />DNA <br />Agency <br />�NCF <br />