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Home My WebLink About3625 W MacArthur Blvd Unit# 301 - PlanProject Name and Address &4#90$; 5%#.' &4#9+0)241,'%6 CURRENT APPLICABLE CODES REGISTERED ENGINEER 1. ALL WORK SHALL COMPLY WITH CALIFORNIA BUILDING STANDARDS CODE, TITLE 24 OF THE CALIFORNIA ADMINISTRATIVE CODE. 2. BUILDING DIMENSIONS ARE BASED ON CUSTOMER FLOOR PLANS. VERIFY ALL DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO COMMENCING WORK. DO NOT PROCEED WITH AFFECTED WORK UNTIL THEY ARE RESOLVED. 3. THIS DESIGN MEETS OR EXCEEDS THE VERTICAL AND LATERAL FORCE REQUIREMENTS OF THE ASCE 7-10 AND ALL REFERENCE CODES. 4. IF ANY CONSTRUCTION DETAILS ARE NOT CLEAR OR ARE NOT PROVIDED, THE CONTRACTOR SHALL BE NOTIFIED, SO AS TO CLARIFY OR PROVIDE THESE DETAILS. 5. ALL WORK SHALL COMPLY WITH ANSI/RMI MH 16.1-08, FOR THE DESIGN, TESTING AND UTILIXATION OF INDUSTRIAL STEEL STORAGE RACKS. 6. ALL VERTICAL DIMENSIONS SHOULD BE TAKEN FROM THE TOP OF SLAB. 7. THIS STRUCTURE IS TO BE ADDED TO AN EXISTING BUILDING. IT IS DESIGNED AS A FREE STANDING STRUCTURE AND IS NOT TIED TO THE BUILDING. OTHER MECHANICAL, ELECTRICAL, PLUMBING, AND FIRE SUPPRESSION SYSTEMS ARE TO BE PERMITTED SEPARATELY. 8. DO NOT SCALE DRAWINGS. USE WRITTEN DIMENSIONS, CONSULT WITH THE CONTRACTOR IF DIMENSIONS ARE NOT PROVIDED. 9. AS REQUIRED BY CODE, A PERMANENT PLAQUE EACH NOT LESS THAN 50 SQUARE INCHES IN AREA AND SHOWING THE MAXIMUM PERMISSIBLE UNIT LOAD IN CLEAR AND LEGIBLE PRINT WILL BE DISPLAYED IN ONE OR MORE CONSPICUOUS LOCATIONS AT THE DISCRETION OF THE CITY INSPECTOR 10. ANY FIELD CHANGES OR VARIANCES FROM SPECIFICATIONS OR DRAWINGS MUST BE AUTHORIZED IN WRITING BY THE CONTRACTOR PRIOR TO IMPLEMENTATION. SUBCONTRACTOR ASSUMES COSTS ASSOCIATED WITH CORRECTIONS OR MODIFICATION REQUIRED BECAUSE OF UNAUTHORIZED CHANGES. 11. LIFE & SAFETY ISSUES (FIRE, OCCUPANCY, USAGE, SIGNAGE, LIGHTING, EGRESS, ETC) ARE NOT ADDRESSED IN THIS SUBMITTAL. 12. FIRE EXTINGUISHERS TO BE PROVIDED & INSTALLED BY TENANT. GENERAL NOTES SHEET DRAWING TITLE 1 COVER SHEET 2 SITE PLAN 3 FLOOR PLAN & RACK ELEVATIONS 4 STRUCTURAL DETAILS ENGINEER OF RECORDS STRUCTURAL ENGINEERING & DESIGN 1815 WRIGHT AVENUE LA VERNE, CA 91750 REGISTER ENGINEER # C26608 LICENSED CONTRACTOR ACE LINK INDUSTRIES 3625 W. MACARTHUR BLVD. SUITE 301 SANTA ANA, CA 92704 APN#41 4-221 -09 SHEET INDEX VICINITY MAP T.I WORK SQUARE FOOTAGE 284 TOTAL BUILDING SQUARE FOOTAGE: 3,030 OCCUPANCY TYPE: B / S TYPE OF CONSTRUCTION: III SPRINKLER BUILDING: NO THE SCOPE OF WORK CONSIST OF THE INSTALLATION OF 4 STORAGE RACKS W/ A TOTAL LINEAR FT. 32 TYPE A STORAGE RACKS =4 (284 SF & 32 LF) SCOPE OF WORKPROJECT INFORMATION 0# '&)#42#44# ADDITIONAL NOTES PROJECT VALUATION THE VALUATION FOR THIS PROJECT IS $ 5,000.00 %18'4 5*''6 016+%'1(':%.75+8'2412'46; 6*'+0(14/#6+102418+&'&106*'&4#9+0)+52412'46;1( %+6;51.76+105+0%2155'5514#)4''5616*'(1..19+0) 6*'4'Ä75'1427$.+%#6+10$;#0;/'6*1&1(#0; 2#46+'55*#..*#8'94+66'02'4/+55+10(41/%+6; 51.76+105+0%6176+.+<'#0;2#461(6*'&4#9+0)5 CITY SOLUTIONS INC. 113 W. G STREET # 434 SAN DIEGO, CA 92101 LIC. # 1053522 2022, CALIFORNIA BUILDING CODE 2012, RACK MANUFACTURES INSTITUTE ASCE 7-16 MINIMUM DESIGN LOADS FCVG #22418'&$;56'8'0#4/'0&#4+< #%'.+0- #%'.+0-+0&7564+#. 9/#%#46*74$.8& 57+6' 5#06##0#%# 05/22/24 (6)6,2 251$3 /'((15*(7 ,16,(*((55 $&/),)2 2(571$,7 $6 9,,/& ((55 $&/),)2 2(555555555555555555555555555555555555555555555555555555555777777777777777777777777777777777777777777777777111111111111111111111111111111111111111111111111111111111$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$7 ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,7$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$66666666666666666666666666666666666666666666666 9,,////////////&&&&&&&&&&&&&&&&&&&&&&&&&&&&&& 1R 1R (([S [S d,W͘͘Zd/&/d/KEWZKs/,Z/E WZd/E^ 505)&"%&26"$:0'5)&4503"(&3"$, 4536$563"-$0.10/&/540/-: "-- 05)&3"3&"4"3&0654*%&5)&4$01&0' 803,0'5)*4$&35*'*$"5*0/ ͘ Bldg# 103119819 APPROVALS: PLNG - PRaj BLDG - TLe HOLD-3625 W MacArthur Blvd Unit# 301 9/19/2024 Project Name and Address &4#90$; 5%#.'Ä &4#9+0)241,'%6 CURRENT APPLICABLE CODES 2022, CALIFORNIA BUILDING CODE 2012, RACK MANUFACTURES INSTITUTE ASCE 7-16 MINIMUM DESIGN LOADS REGISTERED ENGINEER HQTTGHGTGPEGQPN[ '&)#42#44# 5+6'2.#0 016+%'1(':%.75+8'2412'46; 6*'+0(14/#6+102418+&'&106*'&4#9+0)+52412'46;1( %+6;51.76+105+0%2155'5514#)4''5616*'(1..19+0) 6*'4'Ä75'1427$.+%#6+10$;#0;/'6*1&1(#0; 2#46+'55*#..*#8'94+66'02'4/+55+10(41/%+6; 51.76+105+0%6176+.+<'#0;2#461(6*'&4#9+0)5 FCVG #22418'&$;56'8'0#4/'0&#4+< #%'.+0- #%'.+0-+0&7564+#. 9/#%#46*74$.8& 57+6' 5#06##0#%# #%'.+0-+0&7564+#. 9/#%#46*74$.8& 57+6' 5#06##0#%# 05/22/24 d,W͘͘ Zd/&/d/KEWZKs/,Z/E WZd/E^ 505)&"%&26"$:0'5)&4503"(&3"$, 4536$563"-$0.10/&/540/-:"-- 05)&3"3&"4"3&0654*%&5)&4$01&0' 803,0'5)*4$&35*'*$"5*0/͘ (6)6,2 251$3 /'((15*(7 ,16,(*((55 $&/),)2 2(571$,7 $6 9 ,,/& ((55 $&/),)2 2(555555555555555555555555555555555555555555555555555555555777777777777777777777777777777777777777777777777111111111111111111111111111111111111111111111111111111111$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$7 ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,7$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$66666666666666666666666666666666666666666666666 9 ,,/////////////&&&&&&&&&&&&&&&&&&&&&&&&&&&&&& 1R1R (([S[S HOLD-3625 W MacArthur Blvd Unit# 301 9/19/2024 OPEN PRODUCTION OFFICE 2 OFFICE 1 AD J A C E N T U N I T AD J A C E N T U N I T Exit Exit Ex i t Ty p e A T y p e B T y p e B T y p e C 32 " 8" 40 " 96" 16 ' - 0 " U P R I G H T 36 " 18 ' - 8 " C E I L I N G H E I G H T 38 " 70 " 96" 16 ' - 0 " U P R I G H T 74 " 18 ' - 8 " C E I L I N G H E I G H T 70 " 16 ' - 0 " U P R I G H T 96" 16 ' - 0 " U P R I G H T 94 " 50 " 16 ' - 0 " U P R I G H T Project Name and Address &4#90$; 5%#.'Ä &4#9+0)241,'%6 CURRENT APPLICABLE CODES REGISTERED ENGINEER '&)#42#44# 6;2'#4#%-'.'8#6+10 RTQLGEVHNQQTRNCP UECNGÄ HNQQTRNCP 016+%'1(':%.75+8'2412'46; 6*'+0(14/#6+102418+&'&106*'&4#9+0)+52412'46;1( %+6;51.76+105+0%2155'5514#)4''5616*'(1..19+0) 6*'4'Ä75'1427$.+%#6+10$;#0;/'6*1&1(#0; 2#46+'55*#..*#8'94+66'02'4/+55+10(41/%+6; 51.76+105+0%6176+.+<'#0;2#461(6*'&4#9+0)5 FCVG #22418'&$;56'8'0#4/'0&#4+< #%'.+0- #%'.+0-+0&7564+#. 9/#%#46*74$.8& 57+6' 5#06##0#%# 2022, CALIFORNIA BUILDING CODE 2012, RACK MANUFACTURES INSTITUTE ASCE 7-16 MINIMUM DESIGN LOADS T.I WORK SQUARE FOOTAGE: 284 PER 2022 CFC TABLE 3206.2 ANY PROJECT UNDER 500 SQ.FT NO BUILDING REQUIREMENT ARE BEING REQUIRED. REQUIRED HPS PERMIT NOTE: AN OPERATIONAL PERMIT IS REQUIRED TO USE A BUILDING OF PORTION THEREOF AS HIGH-PILED STORAGE AREA EXCEEDING 500 SQUARE FEET PER SECTION 105 OF THE CALIFORNIA FIRE CODE. THEREFORE, THE TOTAL SQ.FT OF THE PROJECT IS 284 SQ.FT. "NO HIGH PILED STORAGE PERMIT IS REQUIRED" 6;2'$4#%-'.'8#6+10 6;2'%4#%-'.'8#6+10 05/22/24 d,W͘͘ Zd/&/d/KEWZKs/,Z/E WZd/E^ 505)&"%&26"$:0'5)&4503"(&3"$, 4536$563"-$0.10/&/540/-:"-- 05)&3"3&"4"3&0654*%&5)&4$01&0' 803,0'5)*4$&35*'*$"5*0/͘ (6)6,2 251$3 /'((15*(7 ,16,(*((55 $&/),)2 2(571$,7 $6 9 ,,/& ((55 $&/),)2 2(555555555555555555555555555555555555555555555555555555555777777777777777777777777777777777777777777777777111111111111111111111111111111111111111111111111111111111$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$7 ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,7$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$66666666666666666666666666666666666666666666666 9 ,,/////////////&&&&&&&&&&&&&&&&&&&&&&&&&&&&&& 1R1R (([S[S HOLD-3625 W MacArthur Blvd Unit# 301 9/19/2024 12" 3/8" 1/2" 1 1/2" 1/2" 2" 3/8" Ø3/8"2 11/16" 3/8" 3/8" SEE ATTACHED CITY SOLUTIONS DWG. FOR STORAGE RACK ELEVATIONS. 1/2" O.A.L. F.F. 3-1/4" MIN. EMBED. 8" 5/8"Ø 3/8" 5" 3/4" 2-9/16" (6) 5/16" GR. 5 BOLT REQ'D PER ATTACHMENT. 3.06" 2.69" 1.378" 1.7953" 1 3/4" 1 5/8" 1" 4" 2" 2" 2" 1 3/16" 8" 4 3/8" 8" DIAG. BRACE HORIZ. BRACE NOT A DEPICTION OF THIS PROJECT BASE PLATE & ANCHOR COLUMN ROW SPACER BEAM CONNECTOR DESCRIPTION STEEL YIELD MATERIAL STD ROW SPACER 14 GAGE NOTES: ATTACH WITH (4) 5/16"Ø GR. 5 BOLTS, (2) @ EACH ENDDESCRIPTION STORAGE RACK ELEVATIONS NOTES: CONFIRM O.A.L. OF ANCHORS WITH INSTALLER TO ENSURE REQUIRED EMBEDMENT IS OBTAINED. 1/2"Ø X 3-1/4" MIN. EMBED. HILTI KWIKBOLT TZ2 ANCHORDESCRIPTION NOTES: SEE NOTE #4 ABOVE FOR ANCHOR SPECS. SIZE ASTM A570, Fy=55,000 PSI 14 GAGE THK STEEL STEEL YIELD MATERIAL DESCRIPTION NOTES: USE @ ALL COLUMN/BASE LOCATIONS TYP. ASTM A36, Fy=36,000 PSI STEEL YIELD 0.375" THICK PLATE BASE PLATE: 8" X 5" MATERIAL DESCRIPTION COLUMN COLUMN: MCLX 314 ESR#4266 ASTM A570, Fy=55,000 PSI 1 GENERAL PROJECT NOTES 1. DESIGNED PER REQUIREMENTS OF THE 2021 IBC, 2022 CBC, ASCE 7-16 & 2012 RMI RACK DESIGN MANUAL 2. SEISMIC CRITERIA Ss =1.305, S1 =0.467, Fa = 1.200, Fv = 1.840 Ip = 1.0 (NO PUBLIC ACCESS), Sds = 1.044, Sd1 =0.573, OCCUPANCY CATAG. II SITE CLASS D, SEISMIC DESIGN CATAG. D 3. STORAGE CAPACITY: TYPE A = 3000 LBS PER LEVEL TYP. TYPE B = 2600 LBS PER LEVEL TYP. TYPE C = 1800 LBS PER LEVEL TYP. 4. ANCHORS : HILTI KWIKBOLT TZ2 ESR#4266 (50 FT-LBS TORQUE), OR POWERS SD2 ESR#2502 (40 FT-LBS TORQUE). AS USED IN CALCULATIONS OR ICC & ENGINEER APPROVED EQUAL. 1/2" Ø x 3-1/4" MIN. EMBEDT. (2) ANCHORS PER BASE PLATE. 5. PERIODIC SPECIAL INSPECTION IS REQUIRED DURING ANCHOR INSTALLATION. ANCHORS SHALL BE INSTALLED PER ICC ESR-4266. 6. EXISTING S.O.G. CONCRETE THICKNESS & COMPRESSIVE STRENGTH, 6" x 2500 PSI 7. SOIL BEARING PRESSURE 750 PSF. 8. ALL RACK INSTALLATIONS AND RACKS MANUFACTURED IN CONFORMITY WITH THIS STANDARD SHALL DISPLAY IN ONE OR MORE CONSPICUOUS LOCATIONS A PERMANENT PLAQUE EACH NOT LESS THAN 50 SQUARE INCHES IN AREA AND SHOWING THE MAXIMUM PERMISSIBLE UNIT LOAD IN CLEAR, LEGIBLE PRINT. 9. ALL BOLTS GR. 5 OR BETTER, INSTALL TO SNUG TIGHT FIT OR BETTER 10. ALL WELDING PERFORMED IN THE SHOP OF AN APPROVED FABRICATOR BY AWS CERTIFIED WELDERS USING E70XX ELECTRODE OR BETTER. NO FIELD WELDING PERFORMED. SPECIAL INSPECTION IS REQUIRED ONLY FOR ANY FIELD WELDING. 11. THE CLEAR SPACE BELOW SPRINKLERS SHALL BE A MIN. OF 18" BETWEEN TOP OF THE STORAGE AND THE CEILING SPRINKLER DEFLECTOR. 12. THE PRODUCT SHOWN ON THE DETAILS HEREIN IS ASSUMED TO BE IN GOOD, UNDAMAGED CONDITION. THE PRODUCT MUST BE FREE OF ANY DAMAGE AND/OR FABRICATION DEFICIENCIES OR IRREGULARITIES. IT IS THE RESPONSIBILITY OF THE OWNER, USER, PRODUCT PROVIDER AND/OR INSTALLER OF THE COMPONENTS TO NOTIFY SED, INC IN WRITING, OF ANY DAMAGE, DEFICIENCIES OR IRREGULARITIES. 13. IT IS THE RESPONSIBILITY OF THE OWNER AND/OR USER OF THE COMPONENTS SHOWN HEREIN TO NOTIFY SED, INC OF ANY DAMAGE OR DEFICIENCIES IN THE SYSTEM DURING USE. THIS INCLUDES SUCH OCCURRENCES SUCH AS IMPACT DAMAGE TO THE COMPONENTS FROM FORKLIFT OR HEAVY MACHINERY, IMPACT FROM DROPPED LOADS ON THE SYSTEM, DAMAGE TO SYSTEMS BY IMPROPER USE OR INSTALLATION, ETC. THE USER OF THE PRODUCT MUST NOTIFY SED, INC IN WRITING SHOULD ANY DAMAGE OR DEFICIENCY OCCUR TO THE PRODUCT SHOWN HEREIN. IT IS THE RESPONSIBILITY OF THE OWNER AND/OR USER TO MAINTAIN THE SAFETY AND PROPER USE OF THE STORAGE PRODUCT SHOWN HEREIN. 14. IT IS THE RESPONSIBILITY OF THE OWNER/USER OF THE STORAGE SYSTEM SHOWN HEREIN TO REPAIR OR REPLACE ANY COMPONENT THAT IS DAMAGED OR OTHERWISE DEFICIENT. 15.THE OWNER SHALL MAINTAIN THE STRUCTURAL INTEGRITY OF THE RACK SYSTEM BY ASSURING PROPER OPERATIONAL, HOUSE KEEPING AND MAINTENANCE PROCEDURES, BUT NOT LIMITED TO THE FOLLOWING: a. PROHIBIT ANY OVER LOADING OF ANY PALLET POSITIONS AND OF OVERALL RACK SYSTEMS. b. REGULARLY INSPECT FOR DAMAGE. IF DAMAGE IS FOUND, IMMEDIATELY UNLOAD THE AFFECTED AREA AND REPLACE OR REPAIR ANY DAMAGED COLUMNS, BEAMS, OR OTHER STRUCTURAL COMPONENTS. c. REQUIRE ALL PALLETS TO BE MAINTAINED IN GOOD, SAFE, OPERATING CONDITION. d. ENSURE THAT PALLETS ARE PROPERLY PLACED ONTO PALLET LOAD SUPPORT MEMBERS IN PROPERLY STACKED AND STABLE POSITION. e. REQUIRE THAT ALL GOODS STORED ON EACH PALLET TO BE PROPERLY STACKED AND STABLE. f. PROHIBIT DOUBLE STACKING OF ANY PALLET POSITION, INCLUDING THE TOP MOST POSITION, UNLESS THE RACK SYSTEM IS SPECIFICALLY DESIGNED FOR SUCH LOADING. g. THE OWNER AND/OR USER OF THE RACK SYSTEM MUST PROVIDE MEASURES TO MITIGATE DAMAGE TO THE STORAGE RACK BY USE OF IMPACT PROTECTIVE DEVICES IN AREAS WHERE FORKLIFT AND/OR HEAVY MACHINERY ARE IN USE. GENERAL RACK CONFIGURATION NOTES: USES (2) ROW SPACERS FOR DOUBLE ROW UNITS 1B 3 ATTACHMENT: ATTACH W/ (4) 5/16"Ø X 3/4" GR. 5 BOLTS PER BRACE, (2) @ EA. END MATERIAL DESCRIPTION STEEL YIELD ASTM A570, Fy=55,000 PSI BRACING: HORIZ. & DIAG. 16 GAGE STEEL (C456)NOTES: USE @ ALL MCLX BRACE LOCATIONS TYP. 5 2 6 16 GAGE 4" BEAM (INTLK 40E) STEEL YIELD MATERIAL DESCRIPTION ASTM A570, Fy=55,000 PSI NOTES: USE @ ALL BEAM LOCATIONS TYP. 4 7/16" Ø GR 55 RIVET 5/16"Ø SAFETY CLIP ASTM A570, Fy=55,000 PSI NOTES: USE @ ALL BEAM TO COLUMN CONNECTION LOCATIONS TYP. 7 GAGE 4-TAB CONNECTOR STEEL YIELD MATERIAL DESCRIPTION 56 4 7 % 6 7 4 # . &' 5 + ) 0 + 0 % '0 ) + 0 ' ' 4 + 0 ) 24-0516-5 SED 1 OF 1 05 / 1 9 / 2 0 2 4 ME C A L U X DA S B O B ST O R A G E R A C K SA N T A A N A , C A 9 2 7 0 4 36 2 5 W A R T H U R B L V D S T E 3 0 1 05/22/24 (6)6,2 251$3 /'((15*(7 ,16,(*((55 $&/),)2 2(571$,7 $6 9 ,,/& ((55 $&/),)2 2(555555555555555555555555555555555555555555555555555555555777777777777777777777777777777777777777777777777111111111111111111111111111111111111111111111111111111111$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$7 ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,7$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$66666666666666666666666666666666666666666666666 9 ,,/////////////&&&&&&&&&&&&&&&&&&&&&&&&&&&&&& 1R1R (([S[S HOLD-3625 W MacArthur Blvd Unit# 301 9/19/2024 05/22/24 (6)6,2 251$3 /'((15*(7 ,16,(*((55 $&/),)2 2(571$,7 $6 9,,/& ((55 $&/),)2 2(555555555555555555555555555555555555555555555555555555555777777777777777777777777777777777777777777777777111111111111111111111111111111111111111111111111111111111$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$7 ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,7$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$66666666666666666666666666666666666666666666666 1R1R (([S[S HOLD-3625 W MacArthur Blvd Unit# 301 9/19/2024 HOLD-3625 W MacArthur Blvd Unit# 301 9/19/2024 HOLD-3625 W MacArthur Blvd Unit# 301 9/19/2024 HOLD-3625 W MacArthur Blvd Unit# 301 9/19/2024 HOLD-3625 W MacArthur Blvd Unit# 301 9/19/2024 HOLD-3625 W MacArthur Blvd Unit# 301 9/19/2024 HOLD-3625 W MacArthur Blvd Unit# 301 9/19/2024 HOLD-3625 W MacArthur Blvd Unit# 301 9/19/2024 HOLD-3625 W MacArthur Blvd Unit# 301 9/19/2024 HOLD-3625 W MacArthur Blvd Unit# 301 9/19/2024 HOLD-3625 W MacArthur Blvd Unit# 301 9/19/2024 HOLD-3625 W MacArthur Blvd Unit# 301 9/19/2024 HOLD-3625 W MacArthur Blvd Unit# 301 9/19/2024 HOLD-3625 W MacArthur Blvd Unit# 301 9/19/2024 HOLD-3625 W MacArthur Blvd Unit# 301 9/19/2024 HOLD-3625 W MacArthur Blvd Unit# 301 9/19/2024 !"#$%% &$%'&$ (() *+,&-.'/%01(+ 2*(+3) 4) *+,&-.'/%0 5) 4) *+ * 5'6'-,#' 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