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HomeMy WebLinkAbout20200506_Plans _36x24PA2020-067◊ Xl5TIN5 DOC TO RE!v!AIN I L r----___ ---,.,__ -I I I t I I I ! / / I SITE FL.AN LEGAL. DESCRIPTION Pl'<OJECT ID, A.P. NU"'16E!'<S, Al'<l:A, CITY, COUNTY, Tl'<AC T ----L.OT -----, 05:2-0IS-l:2 05:2-019-19 05:2-019-:21 /FO"-TION TI-IE"-EOF) CO!'<.ONA DEL. MAI'< NEI/IIPORT 6EACH OAAN5E ADVANCED 5ROUP "1"1-D, A CALIFOl'<NIA Ll!v!ITED PAl'<TNEl'<SHIP l'<ICHAl'<D J. JULIAN, Pl'<ESIDENT OF cs,ENEl'<AL PAl'<TNEI'< 159:20 6ARAANCA PARK~'!", SUITE 100 IRYINE, CA "1:2611?, CONTACT, 6RION JEANNETTE ARCHITECTUl'<l: ("14"1) 1!>45-51?,54 SCOPE OF ~ORK INSTAL.L A FUNICULAR THAT CONNECTS THE UPPER AND LOI/IIER PORTION OF THE pp;i_oFf:RTY TO PROVIDE ACCESSl61L.ITY ACCESS FOR l'<l:SIDENTS. CONSUL. T ANTS SOIL.S, SOIL.I/IIORKS, INC. 9190 AIRI/IIA'T" AYE. COSTA !v!ESA, CA "1:21!>:21!> (e,e,e,) 544-4164 STRUCTURAL, CORE STRUCTUl'<l:, INC. :2911:2 PLAZA POINTE DR. SUITE 145 LAcs,UNA HILL, CA "1:2659 ("14"1) "154-1:244 FUNICULAR, YAA, L.L.C. :2SOO 6ERKSHIRE L.ANE N., SUITE :200 PL 'T"MOUTH, !v!N 55441 (169) 55"1-"1100 HILL HIKER 951!>5 COUNTY ROAD I!, ORONO, MN 55956 ("15:2) 416-:24:2:2 SURYE'r'OR, HUNSAKER 4 ASSOC., INC. 9 HU(S,HES IRYINE, CA "1:2611?, ("14"1) 5e9-1010 0 ._, 9~ Qc"-l7 " ·o .-;, ,., ,0, ""' < " "f-~C Ox, ~r' "% 0 Q •6' 0 ,u> 0 ,,, I ~v ~ "'> li) ✓ ,,, fv 2501 OCEAN BLVD. ~ 7 •·O I DESIGN DATA CITY, ZONE, NEI/IIPORT 6EACH !v!FR I I CODE, USE, :201"1 C6C, :201"1 CPC, :201"1 CEC, :201"1 CMC !v!UL. TI-FAl-11 L. 'r' DI/IIEL.L. IN(S, OCCUPANC 'T", 6UILDINCS, STORIES, L.OT SIZE, SU6"'1ER.c5,ED LAND, R-:2/ A-9/ S-:2 5-STORIES SL.OPE ARE (5,1'<!:ATER THAN 50%, SET6ACKS, FRONT (CARNATION), REAR (OCEAN), SIDE (6A'T"SIDE PLACE), 61,:2e4 S.F. :21?,,419 S.F. 11,"l:26 S.F. 10'-0" 10'-0"/ 5'-0" 101-011 :21:21-:211 101-;11 101-;11 IOI BAYSIDE PL. 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CA 92663 • Tel 949,6,45.5854 Fox 949.645.5983 www.customarchitecture.com MEMBERS AIA & NCARI!. ENERGY CONSCIOUS DESIGN AERIE ~01 -~o, CARNATION AYE CORONA Del.. MAR, CA PA2020-067~ 11 ► r 111 :i;: II 71 C z (\ C r )> ~ U\ m (\ -I 0 z --=1115 ~II\~ --Y GOP'l"RISHT l'l,l,,RNIN6 N¢1 a.EG'TRONIG DOGLltENT DISGL,l,.IMEFI. ~ - I- ~ C t ll: I- I --1 I I,,,_,,,_,,, ;4111111111111111111-II _III I ◊ ~ I I f- /IT-- fl I-- f-t- ~ t ,- t - I I I : I -'I I I I I I I I I I I I I I I I I I I I I-1--1-~, ' , __ , ' , __ , ' , __ , ' '--1 ' h __ l I 1--1 I 1----1 I 1--1 I IJr//1 ,/LJ_ I I I _I -----'-I -I -I -I I I I I I I I --1 I ~ ~ I I 1----'-I I I I I I I ' ' ' I I I I I• r / 1/ ·'l N '.I·" .I I -•ljl~1 ---'--'-Tl~ Ir . ·w )! ~ I I ' ,' /ir=ir'Lh.Jf~ -- ---rl! I/ I/ _J_ _A I/ I-f 1- IJ'1 -I/, - /J_J_, I I I I I, I I I I j 1 1 ,11 I, 1 ,_I m X ~ z 1=' Ci' UI :i! :;,,,•, ;_-, ~ I-... 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Brion Jeannette Architectur~ 470O1d Newport Boulevard Newport Beach, CA 92663 • Tel 949.645.5854 Fax 949.645.5983 www .customorchitecture.com AE:RIE: 201 -20, CARNATION AVE: CORONA DE:J.. MAR, CA MEMBERS AIA & NCAR~ ENERGY CONSCIOUS DESIGN UTILITYNATURAL GRADE3' INERIOR DIM.4'-0"TYPICAL EXTERIOR FOOTING2'PLAN VIEWSECTION B-BSECTION A-AATYPICAL EXTERIOR FOOTINGTYPICAL EXTERIOR FOOTINGABB2'-0"#5 @6" O.C.ACH WA,EACH FACE2'-0"4'-0"ADD #5EACH FACEF'c = 4500, W/C = 0.45ADD #5 EACH FACE#5@6 O.C.EACH FACEEACH WAYUTILITYUTILITY(2) #5 CONT.TOP & BOTT.2" CLEARCONT. CONCRETETIE BEEM2'-0"NATURAL GRADE #5 @6" O.C.EACH WA, EACH FACETIE BEAM(2) #5 CONT.TOP & BOTT.(2) #5 CONT.TOP & BOTT.TIE BEEM(2) #5 CONT.TOP & BOTT.1B11ASECTION C-CTYPICAL EXTERIOR FOOTING2CC2'-6"2'-0"2'6"UTILITYEXISTINGSTAIRS $HANDRAIL12" X 12" X 12" CONCRETE FOOTINGNATURAL GRADETYP. GUARDRAIL FOOTING AT MAX. 6'-0" O.C.31'-0"1'-0"2" Ø X 10" STEEL SLEEVE1.5" Ø X 42" GUARDRAIL POSTS-1.0FOUNDATION PLANPROJECT NAME:ADDRESS :PLOT DATE:DESIGNER:SHEET NAME:SHEET NUMBER:PROJECT NUMBER:DESCRIPTIONDATENO.REVISIONSPROJECT MANAGER:ARCHITECT:DEVELOPER:OWNER :04/29/202020058AERIEAERIE CONDOMINIUM 201,205 & 207 CARNATION AVENUE CORONA DEL MAR,CABJAN/AN/AA.T.K.V.1PA2020-067Cart: Dead load Live load 710 lbs. 775 lbs. Rail: W/14x34 34 PLF Span 30' --Rail weight= 1020 lbs. Bedrock Earth Pressure 500 PCF Allowable Soil Bearing Pressure 600 PSF Assume 2' Wide x 4' long x 2' deep footing, Perpendicular to slope 1730 + 775 =2505 2505 / (2' x 4') =313 PSF < 6000 PSF OK Assam full Death Load as Lateral -1730 / (2' x 4') =218.75 < 500 PSF OK DL=1730 lbs. LL=775 lbs. I -----0 ~ -----0 .... ii A ft ft ft .J -J ' -..... I I I I I I I I I ,· I I I I I I I 1 ------0 -----0 C RE ,\frcl'I the grcund Yp,Jpg Core Structure, Inc. 23172 Plaza Pointe Dr. Suite #145 Laguna Hills, CA 92653 Phone: 949-954-7244 info@corestructure.com No. C78194 Exp, 09-30-21 C/y\\. . .