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HomeMy WebLinkAboutDEF 1-1851 E Fourth St Bldg P - PlanCentral Pointe Phase 1 #44-Garage Vehicular Barrier Cable Shop Drawings Submittal item detail #44-0: Garage Vehicular Barrier Cable Shop Drawings Status Created on Ball in court due date Closed Nov 24, 2025 ID 49 Ball in court Jake Etchebarren (Guy Yocom Construction, Inc) Manager Ben Tran (Westport Construction, Inc.) Responsible contractor Jake Etchebarren (Guy Yocom Construction, Inc) Watchers Aubrey Buracchio (KTGY Architecture + Planning) Ben Tran (Westport Construction, Inc.) Chris Thorpe (Central Pointe Phase 1 Development Partners LP, a Delaware Limited Partnership) Ed Evans (Westport Construction, Inc.) Jason Silver (Central Pointe Phase 1 Development Partners LP, a Delaware Limited Partnership) Marni-lyn Fox (Central Pointe Phase 1 Development Partners LP, a Delaware Limited Partnership) Priscilla Alvarez (Westport Construction, Inc.) Quyen Luna (Central Pointe Phase 1 Development Partners LP, a Delaware Limited Partnership) scott Franklin (Westport Construction, Inc.) Tim Coop (Westport Construction, Inc.) Gary Westling (Westport Construction, Inc.) Project Team - WPC Spec section 033000 CAST-IN-PLACE CONCRETE Spec sub section Cast In Place Concrete Type Shop Drawings Description Barrier Cable Shop Drawings Created by Ben Tran with Autodesk® Construction Cloud™ on Dec 3, 2025 at 9:18 AM PST Page 1 of 3 Central Pointe Phase 1 #44-Garage Vehicular Barrier Cable Shop Drawings Final Response Reviewed Final Response Attachments SUBMITTAL 44 - GARAGE VEHICULAR BARRIER CABLE SHOP DRAWINGS-202511260046.PDF, Dec 3, 2025, 5:17 PM UTC Final Response Comments Package Created by Ben Tran with Autodesk® Construction Cloud™ on Dec 3, 2025 at 9:18 AM PST Page 2 of 3 Central Pointe Phase 1 #44-Garage Vehicular Barrier Cable Shop Drawings Ball in court Sent Due Returned Response/Action Attachments Submitted Jake Etchebarren (Guy Yocom Construction, Inc) Submitted by Ben Tran Nov 25, 2025 Nov 25, 2025 Nov 25, 2025 Submitted Submittal #21 - Barrier Cable Shop Drawings.pdf Comments - Sent for review Ben Tran (Westport Construction, Inc.) Sent by Ben Tran Nov 25, 2025 --Sent for review Submittal #21 - Barrier Cable Shop Drawings.pdf Comments - Review Step 1 ca ca (VCA Structural) Reviewed By ca ca Nov 25, 2025 Dec 9, 2025 Dec 2, 2025 Reviewed Submittal 44 - Garage Vehicular Barrier Cable Shop Drawings-202511260046 .pdf Comments See attached Created by Ben Tran with Autodesk® Construction Cloud™ on Dec 3, 2025 at 9:18 AM PST Page 3 of 3 Central Pointe Phase 1 #44-Garage Vehicular Barrier Cable Shop Drawings Submittal item detail #44-0: Garage Vehicular Barrier Cable Shop Drawings Status Created on Ball in court due date Open In Review Nov 24, 2025 Dec 9, 2025 ID 49 Pending action from ca ca (VCA Structural) Ball in court ca ca (VCA Structural) Manager Ben Tran (Westport Construction, Inc.) Responsible contractor Jake Etchebarren (Guy Yocom Construction, Inc) Watchers Aubrey Buracchio (KTGY Architecture + Planning) Ben Tran (Westport Construction, Inc.) Chris Thorpe (Central Pointe Phase 1 Development Partners LP, a Delaware Limited Partnership) Ed Evans (Westport Construction, Inc.) Jason Silver (Central Pointe Phase 1 Development Partners LP, a Delaware Limited Partnership) Marni-lyn Fox (Central Pointe Phase 1 Development Partners LP, a Delaware Limited Partnership) Priscilla Alvarez (Westport Construction, Inc.) Quyen Luna (Central Pointe Phase 1 Development Partners LP, a Delaware Limited Partnership) scott Franklin (Westport Construction, Inc.) Tim Coop (Westport Construction, Inc.) Gary Westling (Westport Construction, Inc.) Project Team - WPC Spec section 033000 CAST-IN-PLACE CONCRETE Spec sub section Cast In Place Concrete Type Shop Drawings Created by ca ca with Autodesk® Construction Cloud™ on Nov 25, 2025 at 4:46 PM PST Page 1 of 3 Central Pointe Phase 1 #44-Garage Vehicular Barrier Cable Shop Drawings Description Barrier Cable Shop Drawings Final Response Final Response Attachments Final Response Comments Package Created by ca ca with Autodesk® Construction Cloud™ on Nov 25, 2025 at 4:46 PM PST Page 2 of 3 Central Pointe Phase 1 #44-Garage Vehicular Barrier Cable Shop Drawings Ball in court Sent Due Returned Response/Action Attachments Submitted Jake Etchebarren (Guy Yocom Construction, Inc) Submitted by Ben Tran Nov 25, 2025 Nov 25, 2025 Nov 25, 2025 Submitted Submittal #21 - Barrier Cable Shop Drawings.pdf Comments - Sent for review Ben Tran (Westport Construction, Inc.) Sent by Ben Tran Nov 25, 2025 --Sent for review Submittal #21 - Barrier Cable Shop Drawings.pdf Comments - Review Step 1 ca ca (VCA Structural)Nov 25, 2025 Dec 9, 2025 - Comments Created by ca ca with Autodesk® Construction Cloud™ on Nov 25, 2025 at 4:46 PM PST Page 3 of 3 VCA STRUCTURAL, INC. REVIEWED REVISE AND RESUBMIT This review is only for general conformance with the design concept of the project structural plans. The fabrication processes, techniques of construction, dimensions, and quantities are not a part of this review. Our review of these drawings does not relieve the contractor from complying with the structural plans. MAKE CORRECTIONS AS NOTED REJECTED 12/01/2025 x GUY OCOM ONSTRUCTION NC 3299 Horseless Carriage Lane Norco, CA 92860 (951) 284-3456 • FAX (951) 284-3460 Concrete Contractor State Lic. No. 503939 SUBMITTAL TRANSMITTAL DATE: 11-24-25 PROJECT NO: 5-895 TO: PRISCILLA ALVAREZ PROJECT: ELIO CENTRAL POINTE COMPANY: WESTPORT INC. LOCATED: 1851 E 4TH ST, SANTA ANA, CA PHONE O (626) RESPOND 12/8/25 SUBJECT: SUBMITTAL #21 – BARRIER CABLE THE FOLLOWING ITEM (S) IS BEING TRANSMITTED FOR THE PURPOSE OF: DESCRIPTION OF ITEMS BEING TRANSMITTED: Barrier cable shop drawings for parking garage PREPARED BY: Jake Etchebarren INT STRAP km �v h a 04)" V. NT PLATE 4 f�_ Z0 o 15 at ? 4 � O tu Z /Q� D `V s dC .f SECURES G�9�LES To c04UMAS � _ t cow 16 19 Zl YS ._Un1. R Z GENERAL NOTES END ANCHOR' END PLATE v �Y44 � S 44 PAL 7 - o° GABLES A,RE . 3 / 8"DIA JU GALVANI ZED STRAND WITH A MINIMUM BREAKING STRENGTH OF 15-; 400# . . ALL CABLES A tH_TIGHTIMR0 TO A PRELOAD OF _ # CABLES ARE ANCHORED AT ENDS WITH POST TENSION ANC$iiRS ,C ?51,'"t� 0$--' EQUIVALENT ALL BRACKETS ARE HOT DIPPED GALVANIZED AFTER FABRICATION gi/tv. # i GOL' RUAf COL .518" WEDGE ANCAORS ARE TIGHTENED TO'A tORQUE OF 6 5 F'T# ALL CABLES ARC BACRSEATED TO A FORCE OF 14000 # SLEEVING I'oP 0 a �SLEE VE 0 e✓���/' v, 0 o O 0 p � 6 ° ay o W 0 � 0 0 � a e � 60-7TOM c a �LE�vE �. 3 Itup _UEE VF_s © c6L LooKiwG Alo2 Planning and Building Ag _ �p roved F PER IT ISSUAN 0 p a erlg: t o U 014 J o 30 h k4 FIAT ___5H,E,4/Z WALL a SIM UAR c S�F`VES DEsI/�F17 GA(31E PA SLEEVE$ CA1V BE - Y2- 'saH 40 j'VG M 7 Tr4A47R l /FS -M ( n/ �(6 /�. ��JRM FA C � O,p No. C 41 77 * Exp. qjE AUF�� 1 8-6 -/ E 4T— SAN 7-19 ANSI c,EA/r/R/! L 1P011VTE -,64-1 - A - P'At'l'/M�-aARRIE& Gf16L.E fI�9/zv�/f}�t'E_ G�IVERAL /vOT.ES- � SZEEVlIYG P F sower: A//Z2 25 GUY YOCOM CONST. STMS EXPRESS 91 t3 - lb 77 :.,._ Noll 4 r. 4 • FS P05T s6.E�VED INT .' ANCH6)ts W%I LL Pl-A% E ANT: oni �l FEYD C oL /3 2� s rRF. LC vw. i Fie sTAovpmc- POST F—NP PLAT F_ - \PIATE E g_.- )BLE- I� L P' rn J _fm7'E IP/In/ #/A �9'�1±1-{ -,Posr CITY OF SANTA ANA Planning and Building Age icy Approved 0` 4" ITUAt 1-We L�uf-�- FA04 f R PERIMaSSUAN(E ! M B l 9 )Z' E'Ov:cc� FS A"c pezT" Master I r e: PL, gtV C END 27 .. 6 m 2 2.7 A..:;5 7 K 2-,--17 3 27 9 Nl 3 3 2 to M 4 9 2-7 !K 4-7 S' ,7 9 /3 27 9 4 z l M 6 2-7 .nwsw..•wv�rY - - 1.5- K 6 a' 7 2--7 9 £ND eN 17 M 7 ,.?% -PCs A fvr- .B I A N S K - - l 27 Pc. 19ROFESS/0�,, . Is 4 EE V,E,a . Fq � �y �OLSQ--� No. C041477 * Exp. 2 A, —43 .. A, CIVIL F�V1I�O���P CAI. ST SANTA ArM ON s1.-E vap Pd 1N T E -13Z D 4- PA/�/</ IVG �uMwS BAR/ //_e CABLE 2vws - APPROVED BY: n DRAWN BY r ZT -- - DATE: 11720 REVISED GUY YOCOM CONST. STRESS EXPRESS DRAWING NUMBER z END POST CITY OF ► ► ► :.. .....: ... ea - E �--SAP 3 `0x3'' _ 4_'.`c.vG. --•-�i- Act-o'�-T.S hr V F x IL rl-ATES t6 4PRR7r' wfTK S#�j/s�'� NELSonl ,STtl1tS' BASE PLATE Approved FOR PERMIT ISSUAN ster ID. Dz te: v S 1 4 6 ail fr iii3 'i ki4b co4P1ic,/ry iA( Pc)'rt-1 ,.t 94(,--T1ow-s —rND POS r � B/fSE PLA TE DEr41L -5 -GF�VTi�AL_ f ZW7T5-- 45 R1,C/ER_c ,BLE SCALE: APPROVED BY: JDRAWNlay PT DATE i / 2f' �� REV ISED GUY YOCOM CONST STRESS EXPRESS DRAWING NUMBER 3 . C,'L--,N �7"R,44, P®/,N T -A 4 STRESS CITY OF SA_ANA >lanning and uil g Agency �7 Appromed FOR PERM eNCE Mastkr ID: �-6-000 N pAt lZ'Twine ii r AHC- e' 0,5 3 ®3 �$,, Or.3 k 1, 2 2 a .Z.q I`p, ® het �3��� i609 z3ar� _ �'cr ,+p7� No. C2... r� --o� z/ � 1, �o•�z7 ;clo- r:�7p� 4163WED # ,. i 'i NI 617 "(4 / 6 3) c7,f a 61 7 3 CAB445, Id VkKN1CLE Zang` r 63 Lmb -Fhm 2S4?Sv- = _ � 0 — USE 2600 41� lrlf /, LD o B CH6C k' aHD AI/6 HORS -MAX c4BLE z-o4j) 0 675`o ?t A/VCg0A/C%A --- 74-D # -1A17�t"114 7E PLA TE �4E 2 S _ol'-27AIP POST A Pt 4-r.i .s d P/4 C E5 6--�? (if-r tl-hll — f f14GF�S www.hiki.us Company: Jaik Choi & Associates Page: ^' Specifier: Jaik Choi Project: Address: 1215 Portside Way, Corona Del Mar, CA 92625 Sub -Project I Pos. No.: Phone I Fax: (949)706-7769 1 (424)239-2666 E-Mail: jgse@msn.com Specifier's comments: Impact load=6,000 #, phi =.75 1 Input data CITY OF SANTA ANA Planning and Builcling 2,ency Approved- IsPA`rlcko',[T117S UANCE CD -LA Co Ancil-58S M"a fT.wedge) Date: 1'er ..ININ�).Jiilvh Anchor type and diameter: Kwik Solt T2 - CS 518 (4) Effective embedment depth: h.,.;,, = 4.000 in., hnan = 4,438 in, ` Material: Carbon Steel Evrluation Service Report: ESR-1917 !Sw � "I E.. Issued I Valid: 6/1/2016 1 5/1/2017 Proof: Design method ACI 318-14 / Mech. Stand-off installation: eb = 0.000 in. (no standoff); t = 0.375 in. Anchor plate: 1, x ly x t = 42.000 in, x 6.000 in. x 0.375 in.; (Recommended plate thickness: not calculated Profile; Rectangular HSS (AISC); (L x W x T) = 3.000 in, x 2.000 in. x 0.250 in, Base material: uncracked concrete, 4000, fn` = 4000 psi; h = 12.000 In. Installation: hammer drilled hole, Installation condition: Dry Reinforcement: tenyfon: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar Geometry [in.] & Loading [lb, in.lb) zi 1- x Input data and rusuhs must be checked for agreement with the ormting conditions and for plausibilityl PROFIS Anchor (c) 2003-2009 HIM AG, FL-9494 Schuan HIM Is a raglatered Trademark of HIM AG. Schaan www.hiltims - - ... _ - --- - - - - ---- --- -- ---------- Company: Jak Choi & Associates Page: Specifier. Jaik Choi Project: Address: 1215 Portside Way, Corona Del Mar, CA 92625 Sub -Project I Pos. No.: Phone I Fax: (949)706-7789 1 (424)239-2666 E-Mail: jese@msn.com 2 Load case/Resulting anchor forces Load case: Design loads Anchor reactions (lb] Tension force: (+Tension, -Compression) CITY OF SANTA ANA Planning and BuildinAc�ncy Approved r�sP N,�J.7 UANCE 'CD -LA Co Anc4• 58S 1. d.F I`lU',verlge) Date: Y I Anchor Tension force Shear force -- - --� -- --- - - - ---- Shear force x -- Shear force y -- 2fi00 t) 2600 2 0 2200 0 2200 I 1 02 "3 'x "4 3 0 1800 0 1800 - -- -- 4 0 1400 0 1400 Inax, concrete compressive strain: - (°ion) max. concrete compressive stress: - (psi] resulting tension force in (x/y)=(0.000/0.000): 0 [lb) resulting compression force in (x1y)=(O.000i0.000): u (lb] 3 Tension load Load N.J (lb] Capacity 0 Nn (lb] Utilization pN = Ne,/o Nn Status tti Steel treng— -- _ .N/�.- -- -- N/A-- --- - - N/A - _ NIA Pullout Strength` N/A N/A N/A N/A Cum;rete Bred'Kuui S(rfingtil" NA NfA WA N,A " anchor having the highest loading "anchor group (anchors In tension) Input data and rusulls must be checked for agreement with the existing condaions and for pleuslbllkyl iv2ui i$ 1nuh;r (u j 2Gd3-i0fi9 ri.d AG, � � s:r::at:h:iau i ui:i s a fay �irreu Tra,iatrti.'n Ai 1 i�Ri i�u. Scifean t www.hilti.us Company: Jaik Choi & Associates Page: Specifier: Jaik Choi Project: Address: 1215 Portside Way, Corona Del Mar, CA 92625 Sub -Project I Pos. No.: Phone I Fax: (949)706-7789 1 (424)239-2666 E-Mail: jese@msn.com 4 Shear load CITIaM&ANA Pla UuffaltqWncy d I�S3SUANCE' 3 V�rCD-LA �tCo Anc4-58S NI I dE rTi4Vedge) Date:'"eaftm-m Load V,,, fib]Ca act V (ib] p ty n Utilization Vp, Vn Status 2600 - - 5259 _ - - 50 OK Steel failure (with IgVP.r arm)' N/A NIA NIA NIA Pryout Strength" 8000 37485 22 OK Concrete edge failure in direction x+" 8000 10006 80 OK . anchor having the highest loading "anchor group (relevant anchors) 4.1 Steel Strength V,;,, = ESR value refer to ICC-ES ESR-1917 vg d Z V.. ACI 318-14 Table 17.3.1.1 VaHables Aw.V [in'] fw [psi] 0.16 - 1060D0 Calculations V,. [lb) _. 8091 -- Results V, (lb) Swat_..... Vt, Ob] [lb] . _..._ _ _ _V., 8031 _.. - 0.650 59 2600 4.2 Pryout Strength VCp9 = k,p [(-emu,) w mN W cd.N W a.N W Cp.N Nb, AC1318-14 Eq. (17.6.3.1b) � VCpo 2 V,,,, ACI 318-14 Table 173.1.1 AN, see ACI 318-14, Section 17.4.2.1, Fig. R 17.4.2.1(b) AN, = 9 h;t ACI 318-14 Eq. (17.4.2.1c) 1 yr eCA = 2 ey ) 5 1.0 ACI 318-14 Eq. (17.4.2.4) W -ON = 0.7 + 0.3 c='"� 5 1.0 1.5h� ACI 318-14 Eq. (17.4.2.5b) W w.N = MAX(SLM 1.5h,) S 1.0 coo lac 1 ACI 318-14 Eq. (17.4.2.7b) Nb = kC ), a,, hC15 ACI 318-14 Eq. (17.4.2.2a) Variables he, in. eC;•N [in,] e(in.] — 2 4,000 3.000 0.000 5.0000 W c.N Cae Vn•] ke a 1C [psi] - _ 1.000 6.750 24 _ 1.0 0 4000 Calculations ANc [in,J. (in.1 W ,•ci.N ,x2.N %V .!" N III T.NN .. _ _. Nb fib) _ _AN,O - .__.._.__ _ _ .. 064.00-' t 440.667 __. _..__. .__.00 1.000 ..__ . 0.950 0.889 12143 Results Va,9 [lb] [lb) - -Vo. fib]_ __. -- 53550 - 0.700 37485 8000 Input duta and readis must be checked for agreement with the oxiabng conditions and for pbusibe%I PROFIS Anchor (c) 2003.2009 H®d AG, FL-9494 Schaan Hlill is a registemd Trademark of Hlltl ACi. Schaan www.hilti.us Company- Jaik Choi & Associates Specifier: ,Jaik Choi Address: 1215 Portside Way, Corona Del Mar, CA 92625 Phone I Fax: (949)706-7789 1 (424)239-2666 E-Mail: jcse@msn.com 4.3 Concrete edge failure In direction x+ Vrtg ' (AveAvo) w ., _V w ud.V w c,v w n.V Vh pa,;01O.V Vb b V1b1 Z Vua see .ACl 318-1d, Rerhnn 17.5.2J Fig. R 17 5.2 1(h) Avat = 4.5 ca t 1 We-v =j 1 2* a j51.0 ` 3ca, 1.0 IV h.v = . 1:h. z 1,0 a de Page: Project: Sub -Project I Pos. No.: Date: ACI 318-14 Eq. (17.5.2.1b) ACI 318-14 Table 17.3.1.1 ACI 318-14 Eq. (17.5.2.1c) ACI 318-14 Eq. (17.5.2.5) ACI 318-14 Eq. (17.5.2.6b) ACI 318-14 Eq. (17.5.2.8) A.CI 318-14 Eq. (17.5.2 2n) Variables cal (in.) . co? ) ... .... eey n) .- - - w eN ha (in.) _ CI -- - 5.000 -- 6,00ti 0.000 —1.400 - 12.000 CITY OF SAN-TA-ANA Planning and Bur(�ing ncy ~b, I�F,I�}SUAN E CD -ILA Co A((nc4-58S vtT1uWedge) Date: Ia (in.) �. r da (In.) {. (pS�I rlaiaw_V.— _ 4,000 _ 1,000 _ 0.635' _____ 060 _ . - 2.000 Calculations Ave (in.') Avw [in.'] Vb [lb) -- — - 101.25 - -- 112.50 --- . -- 1.000---1.000 --� --1.000 5672 Results t Vtl ._ilb] conh7nlo f ViceO �ibj Vaa [lb) _ _ 14294 Q.70D. -� 10006 8000 4 5 Warnings • The anchor design methods in PROFIS Anchor require rigid anchor plates per current regulations (ETAG 001/Annex C, EOTA TR029, etc.), This means load re -distribution on the anchors due to elastic deformations of the anchor plate are not considered - the anchor plate is assumed to be sufficiently stiff, in order not to be deformed when subjected to the design loading. PROMS Anchor calculates the minimum required anchor plate thickness with FEM to limit the stress of the anchor plate based on the assumptions explained above. The proof if the rigid base plate assumption is valid is not carried out by PROFIS Anchor. Input data and results must be checked for agreement with the existing conditions and for plausibility! • Condition A applies when supplementary reinforcement is used. The 0 factor is increased for non -steel Design Strengths except Pullout Strength and Pryout strength. Condition B applies when supplementary reinforcement is not used and for Pullout Strength and Pryout Strength. Refer to your local standard. • Refer to the manufacturer's product literature for cleaning and installation instrucuons. • Checking the transfer of loads into the base material and the shear resistance are required in accordance with ACI 318 or the relevant standard! Hilb post -installed anchors shall be installed in accordance with the Hilt! Manufacturers Printed Installation instructions (MPII). Reference ACI 318.14, Section 17.8.1. Fastening meets the design criteria! 174��, ExP-'Ir�fT/ ;r, CJVIL - OF Cpi�r` Input dale and resuhs must be checked for agreement with the existing conditions and for plaustbiW PROFIS Anchor (c) 2CO3-2009 Hilo AG. FL-9494 Schaan Hlld is a regiWmd Trademark of HIM AG. Srhaan SZ: PIWIA RAMP RIO e,-,/ P4A-rEs FDA Foor ewe Pf"x 14 COY ill fC 2- Z. IT T ram` 2-4 Z. V./6 No ) ( cV A x4 "oV, (2- 213 2-2-) -;O� 19 00 0 LZ A ArCffook W)= Z:Lole -UrA 46 �-2-7-*' 73- it CITY OF SANTA ANA '��ning and Buildi ency coApproVe F ..NCE Masteri date: fvlk- rA� \1,JJB (CON6,M- .64 5 f5 C SHE41Z .> - % fVA 5rCL L -.4 ?I-A-rE-5 AT EPC-E OF P E C-,< .4 3 6 >1 -ro-r.4L- 6kEA&,0t)r A kEA • 3 6 '710.i/)2 6 A.P. AAA -7(0 . . 3 1944 I A srs-irm 7 �� a �v,,Z;��/are, «�� TAU4 wlhNe-Hor,"' �e C.H4 cie c a 1419 WE D Ok- "M&MEP /0,,7- 6-6 15 ---l; lAtT PL47-t--- 162- it)-k,111 1*:-- 14,7 k-1:3,jt4ci-fo&S LLoW T /9.p9 (3 AJVCH,KS) = "c,*'7 13ASIE A CITY OF SANTA ANA Planning and Building Agency AV0 o A71 It 6 13 2-j6 I 13.. IF F, Af e0z) EF =1,6"(0)47-6 (3) tvr—Aftprov d a FOR PERMIT IS%VE -7 K ,[Master ID: Date: 53 4 7 r 5eke:- 63 2- tz 2-71" I-r&V,6 7, A 4 A 3 106i ;A-kl 1069 in k 4(in 26�6<=1?0 6 rAl-�..Ow- TAc-r CEA HJ5 A i7- 7 e-t A/f 67.2, No. C041477 m m CITY OF SANTA-ANA /= Hcl LESS EXPRESS ,�ning and Buil gency �- Approved �� r �dSSUANCE B3CAC,E .80-_74P 4T %. Pot s:6 Pt &A AT -. F_1vZ S � / � Mast • � 13 - .; /.�.sFAcS 6 6 62x 2-2-1 00 6cl , r 70 r 'x3�e Ylt 1". Pk'Es>�c,�v (co:.✓�f J ass low fye�.c i1v ts. , 3i ., 3 .K Z.,EAa 1-f o 14FE :: reo c e..cs 44 k- > 3 L, 3. k' gleAl-4— 0-Ir 13 E/�`la���-- ESQ Q Nt �.T . ! �S l � 'T�E-ovc,�. �� jj .4�SE. ��,DucE�c• 9_61vD lrYC- No 7` ten/ s (DIKE D cS I 2-7 I'i. �3DDeD 3 GABLZ..S wOW J�� .\-M.�gyti 7ta Z� �� Pn�ro � - Of. i No. C041477 p ai 3 (, Q l st C►V1L �P _ �?COF cat — 35 it, K 276 56x6 j S tk.-r `2Z.E, K ,,X F' L:-z--, grp p. S CITY OF SANTA ANA Planning and Building Agency Approv4) P-WG FOR PERMIT ISSUANCE KC3) P4A --mm- X7' Master ID: 17016 �0)400 i 57 7-h /321 TA L. t- 53 7/ - >t 32-1 40,4 K -T/ rz 3 7f .0 't /40.1k overrz 41 '10 OLO 2) .3 k/ 667 Fj; t6 7.(3 6) 2 t k-S > --<2 Epp. eo GUY OCOM ONSTRUCTION NC 3299 Horseless Carriage Lane Norco, CA 92860 (951) 284-3456 • FAX (951) 284-3460 Concrete Contractor State Lic. No. 503939 SUBMITTAL TRANSMITTAL DATE: 11-24-25 PROJECT NO: 5-895 TO: PRISCILLA ALVAREZ PROJECT: ELIO CENTRAL POINTE COMPANY: WESTPORT INC. LOCATED: 1851 E 4TH ST, SANTA ANA, CA PHONE O (626) RESPOND 12/8/25 SUBJECT: SUBMITTAL #21 – BARRIER CABLE THE FOLLOWING ITEM (S) IS BEING TRANSMITTED FOR THE PURPOSE OF: DESCRIPTION OF ITEMS BEING TRANSMITTED: Barrier cable shop drawings for parking garage PREPARED BY: Jake Etchebarren SUBMITTAL COVER PAGE DATE: SUBMITTAL NO.: SUBMITTAL TITLE: SPEC. SECTION: TO: CC: APPROVAL STAMPS AND NOTATIONS 125 W MAPLE AVENUE , MONROVIA, CA 91016 ADDITIONAL INFORMATION: REVIEWED BY:__________________________ DATE:__________________________________ REVIEWED REJECTED NO EXCEPTIONS TAKEN MAKE CORRECTIONS NOTED Contractor has (1) reviewed the submittal, (2) determined and verified materials, field measurements and field construction conditions and criteria related thereto, or will do so, (3) checked and coordinated the information contained within such submittal with the requirements of the Work and of the Contract Documents, and (4) the submittal has been subjected to Contractor’s Means and Methods and is at a state of construction-level coordination for installation. W ES T P OR T INT STRAP km �v h a 04)" V. NT PLATE 4 f�_ Z0 o 15 at ? 4 � O tu Z /Q� D `V s dC .f SECURES G�9�LES To c04UMAS � _ t cow 16 19 Zl YS ._Un1. R Z GENERAL NOTES END ANCHOR' END PLATE v �Y44 � S 44 PAL 7 - o° GABLES A,RE . 3 / 8"DIA JU GALVANI ZED STRAND WITH A MINIMUM BREAKING STRENGTH OF 15-; 400# . . ALL CABLES A tH_TIGHTIMR0 TO A PRELOAD OF _ # CABLES ARE ANCHORED AT ENDS WITH POST TENSION ANC$iiRS ,C ?51,'"t� 0$--' EQUIVALENT ALL BRACKETS ARE HOT DIPPED GALVANIZED AFTER FABRICATION gi/tv. # i GOL' RUAf COL .518" WEDGE ANCAORS ARE TIGHTENED TO'A tORQUE OF 6 5 F'T# ALL CABLES ARC BACRSEATED TO A FORCE OF 14000 # SLEEVING I'oP 0 a �SLEE VE 0 e✓���/' v, 0 o O 0 p � 6 ° ay o W 0 � 0 0 � a e � 60-7TOM c a �LE�vE �. 3 Itup _UEE VF_s © c6L LooKiwG Alo2 Planning and Building Ag _ �p roved F PER IT ISSUAN 0 p a erlg: t o U 014 J o 30 h k4 FIAT ___5H,E,4/Z WALL a SIM UAR c S�F`VES DEsI/�F17 GA(31E PA SLEEVE$ CA1V BE - Y2- 'saH 40 j'VG M 7 Tr4A47R l /FS -M ( n/ �(6 /�. ��JRM FA C � O,p No. C 41 77 * Exp. qjE AUF�� 1 8-6 -/ E 4T— SAN 7-19 ANSI c,EA/r/R/! L 1P011VTE -,64-1 - A - P'At'l'/M�-aARRIE& Gf16L.E fI�9/zv�/f}�t'E_ G�IVERAL /vOT.ES- � SZEEVlIYG P F sower: A//Z2 25 GUY YOCOM CONST. STMS EXPRESS 91 t3 - lb 77 :.,._ Noll 4 r. 4 • FS P05T s6.E�VED INT .' ANCH6)ts W%I LL Pl-A% E ANT: oni �l FEYD C oL /3 2� s rRF. LC vw. i Fie sTAovpmc- POST F—NP PLAT F_ - \PIATE E g_.- )BLE- I� L P' rn J _fm7'E IP/In/ #/A �9'�1±1-{ -,Posr CITY OF SANTA ANA Planning and Building Age icy Approved 0` 4" ITUAt 1-We L�uf-�- FA04 f R PERIMaSSUAN(E ! M B l 9 )Z' E'Ov:cc� FS A"c pezT" Master I r e: PL, gtV C END 27 .. 6 m 2 2.7 A..:;5 7 K 2-,--17 3 27 9 Nl 3 3 2 to M 4 9 2-7 !K 4-7 S' ,7 9 /3 27 9 4 z l M 6 2-7 .nwsw..•wv�rY - - 1.5- K 6 a' 7 2--7 9 £ND eN 17 M 7 ,.?% -PCs A fvr- .B I A N S K - - l 27 Pc. 19ROFESS/0�,, . Is 4 EE V,E,a . Fq � �y �OLSQ--� No. C041477 * Exp. 2 A, —43 .. A, CIVIL F�V1I�O���P CAI. ST SANTA ArM ON s1.-E vap Pd 1N T E -13Z D 4- PA/�/</ IVG �uMwS BAR/ //_e CABLE 2vws - APPROVED BY: n DRAWN BY r ZT -- - DATE: 11720 REVISED GUY YOCOM CONST. STRESS EXPRESS DRAWING NUMBER z END POST CITY OF ► ► ► :.. .....: ... ea - E �--SAP 3 `0x3'' _ 4_'.`c.vG. --•-�i- Act-o'�-T.S hr V F x IL rl-ATES t6 4PRR7r' wfTK S#�j/s�'� NELSonl ,STtl1tS' BASE PLATE Approved FOR PERMIT ISSUAN ster ID. Dz te: v S 1 4 6 ail fr iii3 'i ki4b co4P1ic,/ry iA( Pc)'rt-1 ,.t 94(,--T1ow-s —rND POS r � B/fSE PLA TE DEr41L -5 -GF�VTi�AL_ f ZW7T5-- 45 R1,C/ER_c ,BLE SCALE: APPROVED BY: JDRAWNlay PT DATE i / 2f' �� REV ISED GUY YOCOM CONST STRESS EXPRESS DRAWING NUMBER 3 . C,'L--,N �7"R,44, P®/,N T -A 4 STRESS CITY OF SA_ANA >lanning and uil g Agency �7 Appromed FOR PERM eNCE Mastkr ID: �-6-000 N pAt lZ'Twine ii r AHC- e' 0,5 3 ®3 �$,, Or.3 k 1, 2 2 a .Z.q I`p, ® het �3��� i609 z3ar� _ �'cr ,+p7� No. C2... r� --o� z/ � 1, �o•�z7 ;clo- r:�7p� 4163WED # ,. i 'i NI 617 "(4 / 6 3) c7,f a 61 7 3 CAB445, Id VkKN1CLE Zang` r 63 Lmb -Fhm 2S4?Sv- = _ � 0 — USE 2600 41� lrlf /, LD o B CH6C k' aHD AI/6 HORS -MAX c4BLE z-o4j) 0 675`o ?t A/VCg0A/C%A --- 74-D # -1A17�t"114 7E PLA TE �4E 2 S _ol'-27AIP POST A Pt 4-r.i .s d P/4 C E5 6--�? (if-r tl-hll — f f14GF�S www.hiki.us Company: Jaik Choi & Associates Page: ^' Specifier: Jaik Choi Project: Address: 1215 Portside Way, Corona Del Mar, CA 92625 Sub -Project I Pos. No.: Phone I Fax: (949)706-7769 1 (424)239-2666 E-Mail: jgse@msn.com Specifier's comments: Impact load=6,000 #, phi =.75 1 Input data CITY OF SANTA ANA Planning and Builcling 2,ency Approved- IsPA`rlcko',[T117S UANCE CD -LA Co Ancil-58S M"a fT.wedge) Date: 1'er ..ININ�).Jiilvh Anchor type and diameter: Kwik Solt T2 - CS 518 (4) Effective embedment depth: h.,.;,, = 4.000 in., hnan = 4,438 in, ` Material: Carbon Steel Evrluation Service Report: ESR-1917 !Sw � "I E.. Issued I Valid: 6/1/2016 1 5/1/2017 Proof: Design method ACI 318-14 / Mech. Stand-off installation: eb = 0.000 in. (no standoff); t = 0.375 in. Anchor plate: 1, x ly x t = 42.000 in, x 6.000 in. x 0.375 in.; (Recommended plate thickness: not calculated Profile; Rectangular HSS (AISC); (L x W x T) = 3.000 in, x 2.000 in. x 0.250 in, Base material: uncracked concrete, 4000, fn` = 4000 psi; h = 12.000 In. Installation: hammer drilled hole, Installation condition: Dry Reinforcement: tenyfon: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar Geometry [in.] & Loading [lb, in.lb) zi 1- x Input data and rusuhs must be checked for agreement with the ormting conditions and for plausibilityl PROFIS Anchor (c) 2003-2009 HIM AG, FL-9494 Schuan HIM Is a raglatered Trademark of HIM AG. Schaan www.hiltims - - ... _ - --- - - - - ---- --- -- ---------- Company: Jak Choi & Associates Page: Specifier. Jaik Choi Project: Address: 1215 Portside Way, Corona Del Mar, CA 92625 Sub -Project I Pos. No.: Phone I Fax: (949)706-7789 1 (424)239-2666 E-Mail: jese@msn.com 2 Load case/Resulting anchor forces Load case: Design loads Anchor reactions (lb] Tension force: (+Tension, -Compression) CITY OF SANTA ANA Planning and BuildinAc�ncy Approved r�sP N,�J.7 UANCE 'CD -LA Co Anc4• 58S 1. d.F I`lU',verlge) Date: Y I Anchor Tension force Shear force -- - --� -- --- - - - ---- Shear force x -- Shear force y -- 2fi00 t) 2600 2 0 2200 0 2200 I 1 02 "3 'x "4 3 0 1800 0 1800 - -- -- 4 0 1400 0 1400 Inax, concrete compressive strain: - (°ion) max. concrete compressive stress: - (psi] resulting tension force in (x/y)=(0.000/0.000): 0 [lb) resulting compression force in (x1y)=(O.000i0.000): u (lb] 3 Tension load Load N.J (lb] Capacity 0 Nn (lb] Utilization pN = Ne,/o Nn Status tti Steel treng— -- _ .N/�.- -- -- N/A-- --- - - N/A - _ NIA Pullout Strength` N/A N/A N/A N/A Cum;rete Bred'Kuui S(rfingtil" NA NfA WA N,A " anchor having the highest loading "anchor group (anchors In tension) Input data and rusulls must be checked for agreement with the existing condaions and for pleuslbllkyl iv2ui i$ 1nuh;r (u j 2Gd3-i0fi9 ri.d AG, � � s:r::at:h:iau i ui:i s a fay �irreu Tra,iatrti.'n Ai 1 i�Ri i�u. Scifean t www.hilti.us Company: Jaik Choi & Associates Page: Specifier: Jaik Choi Project: Address: 1215 Portside Way, Corona Del Mar, CA 92625 Sub -Project I Pos. No.: Phone I Fax: (949)706-7789 1 (424)239-2666 E-Mail: jese@msn.com 4 Shear load CITIaM&ANA Pla UuffaltqWncy d I�S3SUANCE' 3 V�rCD-LA �tCo Anc4-58S NI I dE rTi4Vedge) Date:'"eaftm-m Load V,,, fib]Ca act V (ib] p ty n Utilization Vp, Vn Status 2600 - - 5259 _ - - 50 OK Steel failure (with IgVP.r arm)' N/A NIA NIA NIA Pryout Strength" 8000 37485 22 OK Concrete edge failure in direction x+" 8000 10006 80 OK . anchor having the highest loading "anchor group (relevant anchors) 4.1 Steel Strength V,;,, = ESR value refer to ICC-ES ESR-1917 vg d Z V.. ACI 318-14 Table 17.3.1.1 VaHables Aw.V [in'] fw [psi] 0.16 - 1060D0 Calculations V,. [lb) _. 8091 -- Results V, (lb) Swat_..... Vt, Ob] [lb] . _..._ _ _ _V., 8031 _.. - 0.650 59 2600 4.2 Pryout Strength VCp9 = k,p [(-emu,) w mN W cd.N W a.N W Cp.N Nb, AC1318-14 Eq. (17.6.3.1b) � VCpo 2 V,,,, ACI 318-14 Table 173.1.1 AN, see ACI 318-14, Section 17.4.2.1, Fig. R 17.4.2.1(b) AN, = 9 h;t ACI 318-14 Eq. (17.4.2.1c) 1 yr eCA = 2 ey ) 5 1.0 ACI 318-14 Eq. (17.4.2.4) W -ON = 0.7 + 0.3 c='"� 5 1.0 1.5h� ACI 318-14 Eq. (17.4.2.5b) W w.N = MAX(SLM 1.5h,) S 1.0 coo lac 1 ACI 318-14 Eq. (17.4.2.7b) Nb = kC ), a,, hC15 ACI 318-14 Eq. (17.4.2.2a) Variables he, in. eC;•N [in,] e(in.] — 2 4,000 3.000 0.000 5.0000 W c.N Cae Vn•] ke a 1C [psi] - _ 1.000 6.750 24 _ 1.0 0 4000 Calculations ANc [in,J. (in.1 W ,•ci.N ,x2.N %V .!" N III T.NN .. _ _. Nb fib) _ _AN,O - .__.._.__ _ _ .. 064.00-' t 440.667 __. _..__. .__.00 1.000 ..__ . 0.950 0.889 12143 Results Va,9 [lb] [lb) - -Vo. fib]_ __. -- 53550 - 0.700 37485 8000 Input duta and readis must be checked for agreement with the oxiabng conditions and for pbusibe%I PROFIS Anchor (c) 2003.2009 H®d AG, FL-9494 Schaan Hlill is a registemd Trademark of Hlltl ACi. Schaan www.hilti.us Company- Jaik Choi & Associates Specifier: ,Jaik Choi Address: 1215 Portside Way, Corona Del Mar, CA 92625 Phone I Fax: (949)706-7789 1 (424)239-2666 E-Mail: jcse@msn.com 4.3 Concrete edge failure In direction x+ Vrtg ' (AveAvo) w ., _V w ud.V w c,v w n.V Vh pa,;01O.V Vb b V1b1 Z Vua see .ACl 318-1d, Rerhnn 17.5.2J Fig. R 17 5.2 1(h) Avat = 4.5 ca t 1 We-v =j 1 2* a j51.0 ` 3ca, 1.0 IV h.v = . 1:h. z 1,0 a de Page: Project: Sub -Project I Pos. No.: Date: ACI 318-14 Eq. (17.5.2.1b) ACI 318-14 Table 17.3.1.1 ACI 318-14 Eq. (17.5.2.1c) ACI 318-14 Eq. (17.5.2.5) ACI 318-14 Eq. (17.5.2.6b) ACI 318-14 Eq. (17.5.2.8) A.CI 318-14 Eq. (17.5.2 2n) Variables cal (in.) . co? ) ... .... eey n) .- - - w eN ha (in.) _ CI -- - 5.000 -- 6,00ti 0.000 —1.400 - 12.000 CITY OF SAN-TA-ANA Planning and Bur(�ing ncy ~b, I�F,I�}SUAN E CD -ILA Co A((nc4-58S vtT1uWedge) Date: Ia (in.) �. r da (In.) {. (pS�I rlaiaw_V.— _ 4,000 _ 1,000 _ 0.635' _____ 060 _ . - 2.000 Calculations Ave (in.') Avw [in.'] Vb [lb) -- — - 101.25 - -- 112.50 --- . -- 1.000---1.000 --� --1.000 5672 Results t Vtl ._ilb] conh7nlo f ViceO �ibj Vaa [lb) _ _ 14294 Q.70D. -� 10006 8000 4 5 Warnings • The anchor design methods in PROFIS Anchor require rigid anchor plates per current regulations (ETAG 001/Annex C, EOTA TR029, etc.), This means load re -distribution on the anchors due to elastic deformations of the anchor plate are not considered - the anchor plate is assumed to be sufficiently stiff, in order not to be deformed when subjected to the design loading. PROMS Anchor calculates the minimum required anchor plate thickness with FEM to limit the stress of the anchor plate based on the assumptions explained above. The proof if the rigid base plate assumption is valid is not carried out by PROFIS Anchor. Input data and results must be checked for agreement with the existing conditions and for plausibility! • Condition A applies when supplementary reinforcement is used. The 0 factor is increased for non -steel Design Strengths except Pullout Strength and Pryout strength. Condition B applies when supplementary reinforcement is not used and for Pullout Strength and Pryout Strength. Refer to your local standard. • Refer to the manufacturer's product literature for cleaning and installation instrucuons. • Checking the transfer of loads into the base material and the shear resistance are required in accordance with ACI 318 or the relevant standard! Hilb post -installed anchors shall be installed in accordance with the Hilt! Manufacturers Printed Installation instructions (MPII). Reference ACI 318.14, Section 17.8.1. Fastening meets the design criteria! 174��, ExP-'Ir�fT/ ;r, CJVIL - OF Cpi�r` Input dale and resuhs must be checked for agreement with the existing conditions and for plaustbiW PROFIS Anchor (c) 2CO3-2009 Hilo AG. FL-9494 Schaan Hlld is a regiWmd Trademark of HIM AG. Srhaan SZ: PIWIA RAMP RIO e,-,/ P4A-rEs FDA Foor ewe Pf"x 14 COY ill fC 2- Z. IT T ram` 2-4 Z. V./6 No ) ( cV A x4 "oV, (2- 213 2-2-) -;O� 19 00 0 LZ A ArCffook W)= Z:Lole -UrA 46 �-2-7-*' 73- it CITY OF SANTA ANA '��ning and Buildi ency coApproVe F ..NCE Masteri date: fvlk- rA� \1,JJB (CON6,M- .64 5 f5 C SHE41Z .> - % fVA 5rCL L -.4 ?I-A-rE-5 AT EPC-E OF P E C-,< .4 3 6 >1 -ro-r.4L- 6kEA&,0t)r A kEA • 3 6 '710.i/)2 6 A.P. AAA -7(0 . . 3 1944 I A srs-irm 7 �� a �v,,Z;��/are, «�� TAU4 wlhNe-Hor,"' �e C.H4 cie c a 1419 WE D Ok- "M&MEP /0,,7- 6-6 15 ---l; lAtT PL47-t--- 162- it)-k,111 1*:-- 14,7 k-1:3,jt4ci-fo&S LLoW T /9.p9 (3 AJVCH,KS) = "c,*'7 13ASIE A CITY OF SANTA ANA Planning and Building Agency AV0 o A71 It 6 13 2-j6 I 13.. IF F, Af e0z) EF =1,6"(0)47-6 (3) tvr—Aftprov d a FOR PERMIT IS%VE -7 K ,[Master ID: Date: 53 4 7 r 5eke:- 63 2- tz 2-71" I-r&V,6 7, A 4 A 3 106i ;A-kl 1069 in k 4(in 26�6<=1?0 6 rAl-�..Ow- TAc-r CEA HJ5 A i7- 7 e-t A/f 67.2, No. C041477 m m CITY OF SANTA-ANA /= Hcl LESS EXPRESS ,�ning and Buil gency �- Approved �� r �dSSUANCE B3CAC,E .80-_74P 4T %. Pot s:6 Pt &A AT -. F_1vZ S � / � Mast • � 13 - .; /.�.sFAcS 6 6 62x 2-2-1 00 6cl , r 70 r 'x3�e Ylt 1". Pk'Es>�c,�v (co:.✓�f J ass low fye�.c i1v ts. , 3i ., 3 .K Z.,EAa 1-f o 14FE :: reo c e..cs 44 k- > 3 L, 3. k' gleAl-4— 0-Ir 13 E/�`la���-- ESQ Q Nt �.T . ! �S l � 'T�E-ovc,�. �� jj .4�SE. ��,DucE�c• 9_61vD lrYC- No 7` ten/ s (DIKE D cS I 2-7 I'i. �3DDeD 3 GABLZ..S wOW J�� .\-M.�gyti 7ta Z� �� Pn�ro � - Of. i No. C041477 p ai 3 (, Q l st C►V1L �P _ �?COF cat — 35 it, K 276 56x6 j S tk.-r `2Z.E, K ,,X F' L:-z--, grp p. S CITY OF SANTA ANA Planning and Building Agency Approv4) P-WG FOR PERMIT ISSUANCE KC3) P4A --mm- X7' Master ID: 17016 �0)400 i 57 7-h /321 TA L. t- 53 7/ - >t 32-1 40,4 K -T/ rz 3 7f .0 't /40.1k overrz 41 '10 OLO 2) .3 k/ 667 Fj; t6 7.(3 6) 2 t k-S > --<2 Epp. eo