The URL can be used to link to this page

Home My WebLink AboutX2021-1013 - CalcsXU21-101b Tal I� AM I( OS "61 q FILE: 2019-037-3 CALCULATIONS FOR SECOND EXIT REPLACEMENT AND PRIVATE DECK REPAIRS AT 793-803 AMIGOS WAY, NEWPORT BEACH, CA 92660 APN: 440-102-07 Legal Description: TRACT # 5425, LOT 7 (OCCUPANCY GROUP R-2) Lateral Analysis - pages 1-3 Framing Analysis - pages 4-7 Railing Analysis - pages 8-9 For: MS. KATHRINE JOHANSEN TRIDENT PROPERTIES LLP 17291 IRVINE BLVD., STE. 350, TUSTIN, CA 92780 714-532-5939 By: William L. McCarthy, RCE C52573 12890 Panorama Place, Santa Ana, CA 92705 360 E. First Street, #45, Tustin, CA 92780 (714) 389-6482 6-17-21 Q�OFESS/ �fy �y� < Z �C52573 . 12-31-22 co S z 2 Amigos 801 Amigos Way, Newport Beach, CA 92660, USA Latitude, Longitude:. 33.629374, -117.87775499999998 Whitney Detail Foundation Gerson Baker Luxury Asset Lending Goggle Date Design Code Reference Document Risk Category Site Class Type Value Description SS 1.656 MCER ground motion. (for 0.2 second period) S1 0.606 MCER ground motion. (for 1.0s period) SMS 1.656 Site -modified spectral acceleration value 8mi 0.909 Site -modified spectral acceleration value SDS 1.104 Numeric seismic design value at 0.2 second SA Sul 0.606 Numeric seismic design value at 1.0 second SA Type Value Description SDC D Seismic design category Fa 1 Site amplification factor at 0.2 second Fv 1.5 Site amplification factor at 1.0 second PGA 0.667 MCEG peakground acceleration FPGA 1 Site amplification factorat PGA PGAM 0.667 Site modified peakground acceleration TL 8 Long -period transition period in seconds SsRT 1.656 Probabilistic risk -targeted ground motion. (0.2 second) SsUH 1.796 Factored uniform-hazard(2% probability of exceedancei Sao 3.364 Factored deterministic acceleration value. (0.2 second) S1 RT 0.606 Probabilistic risktargeted ground motion. (1.0 second) 5.1 X, Affordable DJ oi�eQa Ob,,%, Karaoke DJs Big Canyon ap data 02019 Goagle 10/712019,12:47:57 PM ASCE7-10 II D -Stiff Soil 11 ;BES@ §§ (!!a| 5§ui ®;k ::J } k0 { # k ! � � \J\\ � ;BES@ e � k ) � § ::J k E § °° B e v e � k ) � § 5 5 # r. % i ( § k . §\ S R§\ 200 2i� « ` ■))P. _ „ §§; 2@f \ § ®2® k 9 0 i2 10, §% - /)ƒ \\ ! �( Ja Ci aq ( §# |J ° :{7 $ :\ �\ ;k§ K &k k # r. % i ■ )§§§)))§§ ) km ] m ! k £k 2;§2G§ |! 312 L , ,;l.2= ]!Elt:±#2± % :! ee«:sEs a* e ! ! km MS _ ; K m «#a) !§§:� .5dgf) t k)|E=f \�\/~\\ _ ; K m !§§:� t k)|E=f . ,■;�� c2 «, z 0 us W 0 w W m LU W z _Z Q LL LL �v c LL 0o mC o J J a a n 2LL spa �l J U U O O ON m 00 O O O O O O O O O O 00 O O W N V O m v 'a i �v c �3 E11,, 0o mC o a a n W spa �l J U r ...... OOOOOO .... . U r m 00 O O O O O O O O O O 00 O O W N V O O O m w 1L o c 0 00 0 0 n m XXL' RE ] "-,L P O O O O O O O O O O O O 00 r d 1in1 E N N m m O t N l9 00 O O O O 00 O O O O O O O O CJ n p 0 ReD �c(V T V 45i Tk-E fn�oM n�v�g�v o00o0o coo oaa 0000 F- ky� kyt p�t? Y o Vp y� V 000000 000000 0000 QpW 000 CJ V �1 L J a �' OE a a g U E E a E o$'. E a E E n ¢ a a =i 0 E n 0 0 2 '.OG N m C O O y O} ,� ] J] J E mT2 �i (� J ❑ J J 0- ul Ul J O �_ J > fq � ❑ � J = (q 7 ❑ Z ❑ J � �] ttl V! j Z W a W v O U O < E W WW a ❑ Z kx LLJ m 2 LU m (9 z LL LL 7 g Si 2 6w E I t. om< so wo igi R A 12In 0 z Win - 120 mm z 0 0 E 0 z 0 w 6w ULLC ui om< z 120 Z t7 W O LU W m g W V z a LL LL O y ITO N LuV W L z4(0p1 8.9 � � Y M g, a^� z �jsj' 0 0 0 0 0 0 0 J m J m m O a J O J O O J O n O J O J x s+� y � ON� m N�O O O 0 cyi pp n LL LL LL v A LL LL LL LL v N 1/ c Y! Yk # u n n n N o s m 9 N .3 N fi� I t00 N "y�SY3 O O O O O O O O O O iSP'ii4/ 4'A] M1yt ITT k` �' S0a7"C�•, CJ �6 M N M m N N y O yry 1 O NE W v O�p' p m Ny ryV _ X N 'i ro O m vr.ESW_ F0Ep all E I �°o_E��m J m2 -. Z, 9 Sm , Z n r. Z H. >:�yYp]�si �ul¢ G ILS �W� Joy - N r N � ■ � $ � § q = � ; 2 !/ A- k@ . - �`�a!(!! , k § _! \! \ � {/( � � § q = - ; 2 ! . , \ � {/( 2 |®k§®2@§ {a!@§ }©@J IN m0 It rr} ]);, \ 73. 7{§ \f ) ! 05 ! ! > E 2 § ,) ;z kit#f-2? !�� k y$| |ir k�\ 2 |@]|�©�G®m@§ - ■,,::_ (x)!t \� § ) ! ~ ,) !�� k y$| k�\ \� „\ f it 11 \\\��\ § 0q 2S- vbvl FILE: 2019-037-3 CALCULATIONS FOR SECOND EXIT REPLACEMENT AND PRIVATE DECK REPAIRS AT 793-803 AMIGOS WAY, NEWPORT BEACH, CA 92660 APN: 440-102-07 Legal Description: TRACT # 5425, LOT 7 (OCCUPANCY GROUP R-2) Lateral Analysis - pages 1-3 Framing Analysis - pages 4-7 Railing Analysis - pages 8-9 For: MS. KATHRINE JOHANSEN TRIDENT PROPERTIES LLP 17291 IRVINE BLVD., STE. 350, TUSTIN, CA 92780 714-532-5939 By: William L. McCarthy, RCE C52573 12890 Panorama Place, Santa Ana, CA 92705 360 E. First Street, #45, Tustin, CA 92780 (714) 389-6482 6-17-21 Q�'OFESS/0N9( L. MCO 9 �� z m No. C52573 {a EXP. 12-31-22s r s C/v1 Q qTF OF C N\ -\E OSHPDCAUMPNIA Amigos 801 Amigos Way, Newport Beach, CA 92660, USA Latitude, Longitude: 33.629374, -117.87775499999998 Whitney Detail 1<` Affordable DJ ora�a Karaoke DJs o`ee�a Foundation Gerson Baker Luxury Asset Lending (Google Sig Cany on Or Map data ©2019 Google Date 101712019,12:47:57 PM `Design Code Reference Document ASCE7-10 Risk Category II I I Site Class _._,-_____. D -Stiff Soil 71- Type Value Description 1 j SS 1.656 MCER ground motion. (for 0.2 second period) i St 0.606 MCER ground motion. (for 1.Os period) SMS 1.656 Sitetnodified spectral acceleration value SMt 0:909 Site -modified spectre) acceleration value i SOS 1.104 Numeric seismic design value at 0.2 second SA Sul 0.606 Numeric seismic design value at 1.0 second SA I Type Value Description j SDC D Seismic design category Fa 1 Site amplification factorat 0.2 second i Fv 1.5 Site amplification factor at 1.0 second i PGA 0.667 MCEO peakground acceleration FPGA 1 Site amplification factorat PGA PGAM 0.667 Site modified peakground acceleration i TL 8 Long -period transtion period in seconds I SsRT 1.656 Probabilistic rWtargeted ground motion. (0.2 second) SsIJH 1.796 Factored uniform -hazard (2% probability of exceedance in 50 years) spectral acceleration SsD 3.364 Factored deterministic acceleration value. (0.2 second) S1RT 0.606 Probabilistic risktargeted ground motion. (1.0 second) 45 N N m N-a.O > O } ZH Z A a E a w IQQW-0 WWz 9 d0z r}c7r �r3 a N N Z U N Q j c N iu, ¢w R 05 a asn w z am00w ❑ a K a i N C C rA fq N N n n n n q N O l7 N N V N F' N a N rn N LL Q 0 N ro 0 N W O O O n U c n E a 0 to aW aW aW U U U yW yW� yW Q Q N z, wo 0 'Est Qua'NU gLL� J W F 3 M ■ � % CI §) R)§ §/L [itcr Ell Ill !{$ ƒ §§; 12 � ` ®e® ( ( {f ■©:;` & It 11 �� / K% )\ \`k � k/ mak# !!E !a :! °f k/ § �# L4 kk §=y #f k « � % ■ S m, �) w k§§§§§/§§§® / § / km i 7;§§!7 +®tilt L9 §.. -. : !!+\\{ {{,)G;§G;! 0 .J;&))2ƒ& ] w | % ak � �lEmke±t:a aegn | | / § / km i !B B7k Lu !§` z * w & / 2 § ! § ■/\\\- { § .■§m� � 5°■��= }**z ]§( §)/)k !!W� (2 � $\k a f `\ /{ § ■/\\\- { § .■§m� � 5°■��= §W. «a }**z ]§( !!W� (2 � \/\\ f `\ §W. «a rn m 'c L = m N 7�'a '0 3 3 0 0 0 0 0 0 0 0 0 0 0 3 3 3 E C o pm J J IL LL LL �LL JJ6 o" m m 0 m m m o m N m 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o N gi 0 0 0 0 I n m �i Bia a o v o >> C2 o o Yp o g m A m o o O O O O O O m N 1p MEN : 'c x� b L = m N 7�'a '0 j N J 0 0 0 0 0 0 0 0 0 0 0 �y q E C o pm � S 2 4E o" m m 0 m m m o m N m 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o N gi 0 0 0 0 I x� b m 7�'a '0 0 0 0 0 0 0 0 0 0 0 0 ,j � S 2 4E o" m m 0 m m m o m N m 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o N gi 0 0 0 0 I J 0 mm 4'O v m A m O O O O O O m N 1p MEN : ,?5C `i Q 0000 o O 000 000 000 0 'a mNoN n v u`a t N 00O O -0m m m m N O O p 0 0 0 0 0 m n n m m a O h om O 0 0 0 0 .0 0 0 0 O 0 0. 0 0 .- o J 3 o c •' E E g E gag U � E g E g � E g E 8.o0 qE O C 3 N 7❑ J j a ?j � J O B J 'moi fq �❑ J J 2� J O Z❑ J 0 tl1 IL l9 XyX J ❑ Y $ � v O OU J W a J ❑ ❑ W KEo z N W O Lu W m LU W CZ_ G Q LL LL �° rot'ia a a aS��g� =mN m a�na �,i.'4,. m ry JWF 3Ln {'Zlk' m� pU FD.S ma m V p� cgm h 3:�$pjv Wf�.moi o �mm W � m Cl �k I�.=�vNro O m m R m W P p YIf1 �N f U CftW nE 2 r `em¢m�m INN uvN W�'�=r win a > w Q a a z p ^ z O Q y7. ry m �{ MSN2Sw rva W Lon 2 W FUQ FtA OfiLL Q c. o z �+ U S Z 9� z c _� O c $tui w ac EY jr 4 W U � p a aS��g� =mN m a�na WNvmM Q�U JWF �n m� 4 Z 0 W D W m LU W g z z a LL Q: 0 N a agn Ix �Y R Som v 2" p, � o m m 0 r 0 0 m w 0 Q 0 0 0 $ w v w a $ c: b O O J w O O J e m J T I90l i�NmONfro ,(JNPO �N ONtOONtNOOm fO� I I1 II I' II II II J"f f. Yi II II 11 II D i�p � o a J o Z J N 0 s o fV J NO k�lv� 4 4 �y ",tti 1 m of o �i m �sS o S o o a ¢ S a o S o O I t'r Y^ I yy m r r i.ET IUN U• N N N G N YJ h i=G f7 N CJ W IA V) In e CI' �L O O N NY'f0 d L' 19 m b$ O 8 $''¢g 3•- 311 p 20 IE I ff zym � ■ � ! 2 kf ; 2 ! _ � _ § E®� L6 B E" - - /}§ \! § §!)i!(!! V kifit z § ! \ ,mw 2 «m 2 kf ; 2 ! _ � _ k > - /}§ V kifit z / k� § \3{\§|B§ z t t" 0 / ))±t )±t ) §�/ \ /` l Jkk) «m «m 2 U) k t o ! � # f f NX>I\ i)E} 2 0@�|2m®§ e22-ci , ) E \\k\ \ ED )co \")±t «m 2