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B24-0124 - 31880 PASEO ADELANTO 13003/17/2025 - Name Address City/State/Zip TENANT NAME Phone ( ) ACCESSORY DWELLING UNIT QTY QTY QTY QTY Light Fixtures/Fans FAU < 100k BTU's Fixtures/Hose Bibs New/Setup Outlets/Switches FAU > 100k BTU's Water Heater Carport Meters/Main Panels AC/Comp BTU= Water Piping Gas Systems Awning Signs Exhaust Fans Temp Power Motors > than 1 HP Motors < than 1 HP Duct/Register/Grill Pool/Spa Pool/Spa Extend Plumbing APPLICANT SIGNATURE DATE Porch ISSUANCE ELECTRICAL PLUMBINGMECHANICAL ISSUANCEISSUANCE Fireplace ISSUANCE Fire Sprinkler Heads Miscellaneous PROPERTY OWNER Appliance Vent CONSTRUCTION TYPE NO. OF STORIES MOBILE HOME PROJECT ADDRESS UNIT #: Extend Electrical Cabana OCCUPANCY GROUP(S) SPRINKLERS PERMIT NUMBER JOB VALUATION Pool/Spa Vent/Exhaust Hood Miscellaneous Grease Interceptor Earthquake Bracing Electrical Wiring Gas Piping Sewage Disposal Water Piping City of San Juan Capistrano DeDevelopment Services Department 32400 Paseo Adelanto SaSan Juan Capistrano, CA 92675 Phone: (949) 443-6347 Email: building@sanjuancapistrano.org www.sanjuancapistrano.org/building Building Sewer ATTACHED DETACHED NEW CONSTRUCTION CONVERSION OF EXISTING STRUCTURE JADU 1. 2. OCCUPANCY CURRENT OCCUPANCY PROPOSED INT. ALT. ADDITION PATIO POOL/SPA DEMOLITION EXISTING BUILDING ____SQ.FT.____SQ.FT.____SQ.FT.____SQ.FT.____SQ.FT. NEW BUILDING ____SQ.FT.____SQ.FT.____SQ.FT.____SQ.FT. ________________ OCC. GROUP DESCRIPTION OF WORK COMBINING OR SUBDIVIDING SUITES? CHANGE OF OCCUPANCY USE? YES NO YES NO YES NO APPLICANT CONTACT NAME CONTACT PHONE ( ) EMAIL ADDRESS $ PRINT NAME As the applicant for this project, I am aware of the potential liabilities with undertaking construction within any private easement or use restriction area that may exist on this property. I acknowledge that I have or will review the Title Report for this property to ensure that this project does not impact any private easements or use restriction areas. By signing below, I CERTIFY THE ABOVE INFORMATION TO BE TRUE AND CORRECT. CONTRACTOR State License #: Name Address City/State/Zip BUILDING PERMIT APPLICATION LL 01/24/22 B24 0124WARNING: THIS PERMIT APPLICATION WILL EXPIRE 1 YEAR FROM THE DATE SHOWN BELOW UNLESS THE PERMIT HAS BEEN ISSUED OR AN EXTENSION IS APPROVED BY THE BUILDING OFFICAL PRIOR TO APPLICATION EXPIRATION.02/06/24 1007288 ANDREW JOSEPH FLICK 2851 BEDFORD LN CHINO HILLS, CA 91709 Letter of Transmittal 3707 W Garden Grove Blvd. Suite 100, Orange, CA 92868 phone 714.568.1010 fax 714.568.1028 www.csgengr.com To: City of San Juan Capistrano Date Completed: 3/18/2024 Review #:2 32400 Paseo Adelanto Date Received: San Juan Capistrano, Ca. 92675 CSG #: 442027 Attn: Building Division Agency Plan Check #: B24-0124 Job Address: 31880 Paseo Adelanto, Space # 130 Job Description: 10’ H Max Non-High Pile Storage Status: Plan is ready for permit issuance for the following: X Plan is approved. Architectural Energy Plan is approved with conditions. See remarks. Structural Other: Plan is approved with redlines. See remarks. Plumbing Plan is approved with redlines and conditions. See remarks. Electrical Plan requires corrections. See attached list. Mechanical We have reviewed the following documents ( X Digital only): X Plans Truss Calculations X Structural Calculations Energy Calculations Soil Report Specifications Geotechnical Review Letter Special Inspection Form(s) Other: Special items to note: X Plan has been stamped and signed by CSG Environmental Health Services approval required Special inspection required for Hardship Form included Remarks: From: Khoa Duong, P.E CSG Consultants Inc. (714) 568-1010 RIVER STREET MARKEPLACE LLC 31871 Los Rios Street San Juan Capistrano, CA 92675 July 31, 2023 City of San Juan Capistrano 32400 Paseo Adelanto San Juan Capistrano, CA 92675 RE: Free People Storage Shelving Plans 31880 Paseo Adelanto #130, San Juan Capistrano, CA 92675 To Whom it May Concern: Landlord has entered into a lease with URBN US RETAIL LLC dba Free People for Suite 130 in the Greenhouse Building at River Street Marketplace. Landlord is in receipt of Tenant’s proposed plans attached and has authorized Tenant to submit the plans to The City of San Juan Capistrano and all other regulatory agencies for review and approval. Tenant is responsible for ensuring that the plans meet all codes and regulations. We appreciate your help in processing Free People’s plans. Please let us know if you have any questions. Thank you, Dan Almquist Manager River Street Marketplace LLC 949-302-1389 ! "#$%& ! "#$%&& '( )) ) " ( * + ( ,) ) + ( ( + ( ) +) - ' ( # !. / &0# !$1231 4&05& 6&75( ( )) ( 8) 23 Digitally signed by Robert VanCamp, PE Location: Eclipse Engineering, PC Reason: I am the author of this document Contact Info: rvancamp@eeimt.com Date: 2023.04.19 16:07:12-07'00' CSG 03/18/24B24-0124 V2 !"# $ #%&$'()()* #)+' ! "# ,-& &.-/01 2% 0 3 4%& &.-/01 +% # 10 3 "& &.-/01 5 67 &./0#18-& 90 1 9 & 9-0 1 /7 9%8-&:0 1 ( 93( 93/;5!/7 9%8-&<01 *=&+7/;2# =<;- /-& >/*?=;=<( 6;"88@ 8.8 % &0 " <! A 5 &.-/ + :6 64-& &0 7 1" & " %8 % &0 1 4B% &+ 4-&# 9&0 1 7 4-&+7 -0 7 8 % 9 $ = 8 %# 9&C8C0 7 = 8 %!# 9&/0 7 '6 9 9?15!& 79 "$ " ? " 4 * 6% + %*991 6$ 0 1 0 1 60 1 %0 1 0 1 .0 1 60 1 %0 1 9 <6?* # 911 - &.-$ 0 0 1'0 1 *. -,-&0 D?CB %89 ,-&( * 9&60B % & ( % 0 60 1 6 :0 1 "-( & 0 0 1 *%E %* " 1/21 "$% &' $()*)*+*+ = " %8 % &0 1 7 = 8.8 % &0 7 8 "89 &0 1 7 8 889 &0 1 7 F889 &0 1 7 = "8( & 0 1 7 = 88( & 0 1 7 ?7 = ( & 0 1 7 -8 % (<'9 &0 71F 0 1 7 &0 71F 0 1 7 &0 71F 0 1 7 &0 71F 0 1 7 &0 71F 0 1 7 &0 71F 0 1 7 &0 71F 0 1 7 &0 71F 0 1 7 &0 71F 0 1 7 &0 71F 0 1 7 &0 71F 0 1 7 &0 71F 0 1 7 &0 71F 0 1 7 &0 71F 0 1 7 &0 71F 0 1 7 60F = 0 1 7 !" # $$ = ( & 0 1 7 "5 (<9&9%7 6% &.@& . %G9 H--71 9 &66 9&9 67 %& 697 & 9&&7- %%FD @ 7.@-&1=&9 6 &9&&.-<6& @9 &9%1 2/21 &,&$&,%### - % !" %!..../ 4%&0 1 :0 1 "&0 1 :0 1 =&930 1 ':0 1 #0 3 *0 1 *0 1 & ' & + : 6+60 1 ?7 8 *@ 7(%- 0 1 3 (%- 60 1 3# 0 & ( & + :"90 1 *=/ "9 0 8 *@ 7"90 + :"90F,-& 1$0 ) " 6.0 1 & # 9&.0 1 7 (- 9<.0 1 7 0 *@ 7 & 0 1 3 & .0 1 3 0 & *+ & C8C "8I80 7 +'8 %67 > "8I8I#J0 7 +'8 %67 > & " & -( 93- 0 1 3 *@ 761 0 1 3 9 <610 1 56 6 9<0 7 *@ 7 6 9<0 7 9*: 8 % 60 7 -#0 , ' * *+ - 9 ( 93-8 %0 7 *: /<0 1 + -9 90 1 (%- /<0 1 60 1 67% /<0 1&, #2 3/21 !# &$ # & - = 4-&0 7 8 % $" %8 %IF8.8 % = 8 90 7 !. -90 K7&!"$ = 4-&0 7 8 % $" %8 %IF= & = 8 90 7 !. -90 K7& =9*9&0 7 & 9*9&0 7 33 452!6/ & *@ 7=90 7 9 7B % *@ 7 & 90 7 C" 6:1C#67%6 9 6990 1 7 !.-& 90 *9&-9 67%8 %-0 1" $ #2 ., #) '" - / =<90%&!(7 $ = %0 7 9<GH=3 9@0 75869(8 $: #2 = 1( 8-0 7 $;0 * !" * !0 ( *?=2% 0 3 ?= =&93*?=0 1 4%&*?=0 1 9+% 8-0 1 *@ 7 8-0 1 3 (%- 8-0 1 3 *?= /<0 1# 0 9+% = 930 1 9-= 93*1(D0 *@ 7* 61 0 1 3 ?= (%- = 930 1 3 = 93 /<0 1# 0 4/21 1,&$ ' & :/1 2% 0 3 &"80 1 +% # 10 3 &880 1 ! ! ! * ( 60 1 1 1 9+% ( 60 1 1 1 +6' ( 60 1 1 1 &4%&0 1 *@ 7(%- 0 1 3 &"&0 1 *@ 7 & 0 1 3 = 8 % &0 7 "7 %8 %0 ! ! ! + :6 6"-+60 1?7 + :6 6"- & 0 17 ( 6(%- 0 13 ( 6 & 0 13 (%- /<0 1# 0 & /<0 1 0 + :*@ 7"90 1 8 + :6 6( 6"90 1 1$0 ' ) 0 " 6.0 1 +6 & .0 1 7 ( 6 & .0 1 7 & 0 1 7 (- 9<.0 1 7 0 *@ 7 & 0 1 3 & .0 1 3 0 5/21 < #&$ - !" / *. -,-&0 1 ,-&* 9&60 1 & ( % 0 60 1 6 :0 1 "-( & 0 0 1 *%E %* " = 4-&/0 7 8 9 =(60 7 % % % 9-0 4 9/0 =3 9@ 9<0 7 = 1> 9@- % 990 7 $:&$=0 ,$1"$$ 1 /" 9 6960 1 7 9 " %8 % &0 1 7 9 &0 1 # 9& 5/8 % &0 ?1 7 /990 ?1 7!&$0 6/21 #<", & ( ( ,-&4 %0 1 '15?(-?4 ,* 6% 89 8 %0 1 "-8 8 %0 1 7 6 &.-/ *%% 8 8 %0 1 ' 699 "-*: 8 %0 1 7 " %8 %4 6- 9- %0 1 >+)?@.-()?@.-8A #B(C.*$*5<& ,#6 4%&0 1 :0 1 "&0 1 <0 1 =&930 1 :0 1 <0 3':0 1 #0 3*0 1 L0 1/7 9%8-&M0 /7 9%8-&20 & " ( 93- M0 1 3 ( 93- 20 1 3 *@ 7( 93- 0 1 3 56 *: -&0 7 9 <0 1 *@ 7*: 8 %0 7 + :6 6"-+60 1 ?7 + :6 6"- & 0 1 7 *@ 7(%- 0 1 3 *9 (%- 0 1 3# 0 *@ 7 & 0 1 3 *9 & 0 1 3 0 *@ 7*: 0 1 3 *9 *: 0 1 3 - 0 67% /<0 1&,%# 0 7/21 %D1&$ , ( %" +6 69 -&0 * 6% =&939 70 * 6% 4-&9 70 *@ 7( - 0 * 6% ( -8 %!0 7 " %8 % 7 8.8 % 7 #J8 % /8 %0 7 / , ' " "& 70 1 9%( -8 %0 7 A %( -* 0 1 1 9&% 9 90 1 (%- 1 90 1 *-9 8-& 9+% 0 1 9 & * 0 91 & 0 1 *@ 7 & 0 1 0 91(%- 0 1 *@ 7(%- 0 1 # 0 , /" " A %* /0 1 8-& 7AD%0 1 * 6 &4%&:AD%8-& 4 8-& 70 1 + :6 64%&8-&AD% " 9*9&(0 1 & 9 0 1 7 *@ 7 & 90 1 7 0 (%-+6 0 1 ?7 *@ 7(%-+60 1 ?7#0 8/21 !"# $ #%&$'()()* #)+' ! ,-& &.-/01 2% 0 3 4%& &.-/01 +% # 10 3 "& &.-/01 5 67 &./0#18-& 90 1 9 & 9-0 1 /7 9%8-&:0 1 ( 93( 93/;5!/7 9%8-&<01 *=&+7/;2# =<;- /-& >/*?=;=<( 6;"& 8.8 % &0 " <! A 5 &.-/ + :6 64-& &0 7 1" & " %8 % &0 1 4B% &+ 4-&# 9&0 1 7 4-&+7 -0 7 8 % 9 $ = 8 %# 9&C8C0 7 = 8 %!# 9&/0 7 '6 9 9? 1 5!& 79 "$ " ? " 4 * 6% + %*991 6$ 0 1 0 1 60 1 %0 1 0 1 .0 1 60 1 %0 1 9 <6?* # 911 - &.-$ 0 0 1'0 1 *. -,-&0 D?CB %89 ,-&( * 9&60B % & ( % 0 60 1 6 :0 1 "-( & 0 0 1 *%E %* " 9/21 "$% &' $()*)*+*+ = " %8 % &0 1 7 = 8.8 % &0 7 8 "89 &0 1 7 8 889 &0 1 7 F889 &0 1 7 = "8( & 0 1 7 = 88( & 0 1 7 ?7 = ( & 0 1 7 -8 % (<'9 &0 71F 0 1 7 &0 71F 0 1 7 &0 71F 0 1 7 &0 71F 0 1 7 &0 71F 0 1 7 &0 71F 0 1 7 &0 71F 0 1 7 &0 71F 0 1 7 &0 71F 0 1 7 &0 71F 0 1 7 &0 71F 0 1 7 &0 71F 0 1 7 &0 71F 0 1 7 &0 71F 0 1 7 &0 71F 0 1 7 60F = 0 1 7 !" # $$ = ( & 0 1 7 "5 (<9&9%7 6% &.@& . %G9 H--71 9 &66 9&9 67 %& 697 & 9&&7- %%FD @ 7.@-&1=&9 6 &9&&.-<6& @9 &9%1 10/21 &,&$&,%### - % !" %!..../ 4%&0 1 :0 1 "&0 1 :0 1 =&930 1 ':0 1 #0 3 *0 1 *0 1 & ' & + : 6+60 1 ?7 8 *@ 7(%- 0 1 3 (%- 60 1 3# 0 & ( & + :"90 1 *=/ "9 0 8 *@ 7"90 + :"90F,-& 1$0 ) " 6.0 1 & # 9&.0 1 7 (- 9<.0 1 7 0 *@ 7 & 0 1 3 & .0 1 3 0 & *+ & C8C "8I80 7 +'8 %67 > "8I8I#J0 7 +'8 %67 > & " & -( 93- 0 1 3 *@ 761 0 1 3 9 <610 1 56 6 9<0 7 *@ 7 6 9<0 7 9*: 8 % 60 7 -#0 , ' * *+ - 9 ( 93-8 %0 7 *: /<0 1 + -9 90 1 (%- /<0 1 60 1 67% /<0 1&, #2 11/21 !# &$ # & - = 4-&0 7 8 % $" %8 %IF8.8 % = 8 90 7 !. -90 K7&!"$ = 4-&0 7 8 % $" %8 %IF= & = 8 90 7 !. -90 K7& =9*9&0 7 & 9*9&0 7 33 452!6/ & *@ 7=90 7 9 7B % *@ 7 & 90 7 C" 6:1C#67%6 9 6990 1 7 !.-& 90 *9&-9 67%8 %-0 1" $ #2 ., #) '" - / =<90%&!(7 $ = %0 7 9<GH=3 9@0 75869(8 $: #2 = 1( 8-0 7 $;0 * !" * !0 ( *?=2% 0 3 ?= =&93*?=0 1 4%&*?=0 1 9+% 8-0 1 *@ 7 8-0 1 3 (%- 8-0 1 3 *?= /<0 1# 0 9+% = 930 1 9-= 93*1(D0 *@ 7* 61 0 1 3 ?= (%- = 930 1 3 = 93 /<0 1# 0 12/21 1,&$ ' & && 2% 0 3 &"80 1 +% # 10 3 &880 1 ! ! ! * ( 60 1 1 1 9+% ( 60 1 1 1 +6' ( 60 1 1 1 &4%&0 1 *@ 7(%- 0 1 3 &"&0 1 *@ 7 & 0 1 3 = 8 % &0 7 "7 %8 %0 ! ! ! + :6 6"-+601 ?7 + :6 6"- & 01 7 ( 6(%- 01 3 ( 6 & 01 3 (%- /<0 1# 0 & /<0 1 0 + :*@ 7"90 1 8 + :6 6( 6"90 1 1$0 ' ) 0 " 6.0 1 +6 & .0 1 7 ( 6 & .0 1 7 & 0 1 7 (- 9<.0 1 7 0 *@ 7 & 0 1 3 & .0 1 3 0 13/21 < #&$ - !" / *. -,-&0 1 ,-&* 9&60 1 & ( % 0 60 1 6 :0 1 "-( & 0 0 1 *%E %* " = 4-&/0 7 8 9 =(60 7 % % % 9-0 4 9/0 =3 9@ 9<0 7 = 1> 9@- % 990 7 $:&$=0 ,$1"$$ 1 /" 9 6960 1 7 9 " %8 % &0 1 7 9 &0 1 # 9& 5/8 % &0 ?1 7 /990 ?1 7!&$0 14/21 #<", & ( ( ,-&4 %0 1 '15?(-?4 ,* 6% 89 8 %0 1 "-8 8 %0 1 7 6 &.-/ *%% 8 8 %0 1 ' 699 "-*: 8 %0 1 7 " %8 %4 6- 9- %0 1 >+)?@.-()?@.-8A #B(C.*$*5<& ,#6 4%&0 1 :0 1 "&0 1 <0 1 =&930 1 :0 1 <0 3':0 1 #0 3*0 1 L0 1/7 9%8-&M0 /7 9%8-&20 & " ( 93- M0 1 3 ( 93- 20 1 3 *@ 7( 93- 0 1 3 56 *: -&0 7 9 <0 1 *@ 7*: 8 %0 7 + :6 6"-+60 1 ?7 + :6 6"- & 0 1 7 *@ 7(%- 0 1 3 *9 (%- 0 1 3# 0 *@ 7 & 0 1 3 *9 & 0 1 3 0 *@ 7*: 0 1 3 *9 *: 0 1 3 - 0 67% /<0 1&,%# 0 15/21 %D1&$ , ( %" +6 69 -&0 * 6% =&939 70 * 6% 4-&9 70 *@ 7( - 0 * 6% ( -8 %!0 7 " %8 % 7 8.8 % 7 #J8 % /8 %0 7 / , ' " "& 70 1 9%( -8 %0 7 A %( -* 0 1 1 9&% 9 90 1 (%- 1 90 1 *-9 8-& 9+% 0 1 9 & * 0 91 & 0 1 *@ 7 & 0 1 0 91(%- 0 1 *@ 7(%- 0 1 # 0 , /" " A %* /0 1 8-& 7AD%0 1 * 6 &4%&:AD%8-& 4 8-& 70 1 + :6 64%&8-&AD% " 9*9&(0 1 & 9 0 1 7 *@ 7 & 90 1 7 0 (%-+6 0 1 ?7 *@ 7(%-+60 1 ?7#0 16/21 www.hilti.us Profis Anchor 2.7.3 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan Company: Specifier: Address: Phone I Fax: E-Mail: Eclipse Engineering, Inc Robert VanCamp | Page: Project: Sub-Project I Pos. No.: Date: 1 5/31/2017 Specifier's comments: 1 Input data Anchor type and diameter: KWIK HUS-EZ (KH-EZ) 3/8 (2 1/2) Effective embedment depth: hef,act = 1.860 in., hnom = 2.500 in. Material: Carbon Steel Evaluation Service Report: ESR-3027 Issued I Valid: 2/1/2016 | 12/1/2017 Proof: Design method ACI 318-14 / Mech. Stand-off installation: - (Recommended plate thickness: not calculated) Profile: no profile Base material: cracked concrete, 2500, fc' = 2500 psi; h = 4.000 in. Installation: hammer drilled hole, Installation condition: Dry Reinforcement: tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar Seismic loads (cat. C, D, E, or F) Tension load: yes (17.2.3.4.3 (b)) Shear load: yes (17.2.3.5.3 (a)) Geometry [in.] & Loading [lb, in.lb] 17/21 NOTE: SHEAR AND TENSION FORCES ARE PROVIDED TO CALCULATE ANCHOR CAPACITY -REFERENCE THE CALCULATIONS FOR ACTUAL V & T AND UNITY CHECK www.hilti.us Profis Anchor 2.7.3 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan Company: Specifier: Address: Phone I Fax: E-Mail: Eclipse Engineering, Inc Robert VanCamp | Page: Project: Sub-Project I Pos. No.: Date: 2 5/31/2017 2 Proof I Utilization (Governing Cases) Design values [lb] Utilization Loading Proof Load Capacity EEEEN / EEEEV [%]Status Tension Concrete Breakout Strength 300 1051 29 / - OK Shear Pryout Strength 100 1509 - / 7 OK Loading EEEEN EEEEV ]]]]Utilization EEEEN,V [%]Status Combined tension and shear loads 0.285 0.066 5/3 14 OK 3 Warnings • Please consider all details and hints/warnings given in the detailed report! Fastening meets the design criteria! 4 Remarks; Your Cooperation Duties • Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles, formulas and security regulations in accordance with Hilti's technical directions and operating, mounting and assembly instructions, etc., that must be strictly complied with by the user. All figures contained therein are average figures, and therefore use-specific tests are to be conducted prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in by you. Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with regard to compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific application. • You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for the regular backup of programs and data and, if applicable, carry out the updates of the Software offered by Hilti on a regular basis. If you do not use the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences, such as the recovery of lost or damaged data or programs, arising from a culpable breach of duty by you. 18/21 Convert to ASD = Multiply by 0.7 19/21 Dimensions given are center to center of rivet holes1012"1012"1012"1012"1012"1012"1012"1012"1012"1012"1012")2/' DRH DRL DRL DRL DRL DRL DRL DRL DRL DRL DRL DRL 120"20/21 Dimensions given are center to center of rivet holes57"5812"HANG DRH DRH DRH DRC DRC 120"21/21