Leasing Brochure - NewMark Merrill Companies
Transcription
Leasing Brochure - NewMark Merrill Companies
PROJECT REDEVELOPMENT 2016 UNDER CONSTRUCTION SEC CRENSHAW BLVD & IMPERIAL HWY, INGLEWOOD, CA FULLY APPROVED & FULLY ENTITLED PROJECT REMODEL UNDER CONSTRUCTION HIGHLIGHTS MITCHELL HERNANDEZ RICHARD RIZIKA KELLY DENT FAYE C. MONTGOMERY Lic. 0187559 T +1 310 363 4875 [email protected] Lic. 01044064 T +1 310 363 4777 [email protected] Lic. 01173419 T +1 310 363 4952 [email protected] Lic. 01201641 T +1 213 534 3213 [email protected] PROJECT HIGHLIGHTS: • Dominant 230,000 square feet discount driven power center. • Convenient access and excellent visibility with multiple ingress / egress points and over 1,000 feet of frontage along Imperial Hwy. • High trafficked area with over 118,000 cars per day along a signalized intersection. • Seasoned retail corridor serving over 84,000 employees in a 3 mile radius. • Located just miles from the new LA Rams NFL Football stadium DEMOGRAPHICS: IMPERIAL HWY (53,200 CPD) 1 MILE 2 MILES 3 MILES POPULATION 30,141 163,020 361,418 AVG. HH INCOME $57,526 $52,170 $52,728 6,595 37,037 84,922 DAYTIME POPULATION CRENSHAW BLVD (65,500 CPD) TRAFFIC COUNTS: CRENSHAW BLVD @ IMPERIAL HWY (N/S) ±65,500 * IMPERIAL HWY @ CRENSHAW BLVD (E/W) ±53,200* 105 FREEWAY @ CRENSHAW BLVD EXIT ±143,841* JOIN THE FOLOWING RETAILERS: PRIME CUSTOMER: THE COSMOPOLITAN *23%; Urban; Upper Middle Class; Age 55+, Some College Coming Soon The Cosmopolitans are urbane couples in America’s fast-growing cities. Concentrated in a handful of metros--such as Las Vegas, Miami, and Albuquerque--these households feature older, empty-nesting homeowners. A vibrant social scene surrounds their older homes and apartments, and residents love the nightlife and enjoy leisureintensive lifestyles. *23.5% based on a 1 mile radius of 8,915 households. © 2016 CBRE, Inc. This information has been obtained from sources believed reliable. We have not verified it and make no guarantee, warranty or representation about it. Any projections, opinions, assumptions or estimates used are for example only and do not represent the current or future performance of the property. You and your advisors should conduct a careful, independent investigation of the property to determine to your satisfaction the suitability of the property for your needs. CBRE and the CBRE logo are service marks of CBRE, Inc. and/or its affiliated or related companies in the United States and other countries. All other marks displayed on this document are the property of their respective owners. Newport Beach / Crenshaw Blvd and Imperial Hwy_Brochure_v13JL PROPOSED SITE PLAN MITCHELL HERNANDEZ RICHARD RIZIKA KELLY DENT FAYE C. MONTGOMERY Lic. 0187559 T +1 310 363 4875 [email protected] Lic. 01044064 T +1 310 363 4777 [email protected] Lic. 01173419 T +1 310 363 4952 [email protected] Lic. 01201641 T +1 213 534 3213 [email protected] (53,200 CPD) 1ST LEVEL 1 2 3 4 5 REFERENCE NOTES 7 6 8 F01 9 F24 F29 ± 160' - 0" 4' - 10" 22' - 7" 26' - 3" 26' - 3" 52' - 6" 17' - 4" F30 F31 F33 F36 10' - 3" F38 F39 F43 F44 F45 A F45A NEW PLANTER NEW PLANTER NEW PLANTER F90 (E) PLANTER RAMP UP 2'-0" MIN N.A.P. C SF-2 F115 C EXIT EXIT EXIT B 3' - 9" . . . F101 1' - 0" . 2% MAX. SLOPE B 2% MAX. SLOPE 2% MAX. SLOPE OPEN OUTDOOR PATIO 2% MAX. SLOPE OPEN OUTDOOR PATIO 12' - 5" A PROJECT FOR: NEWMARK MERRILL COMPANIES 5850 CANOGA AVENUE, SUITE 650 WOODLAND HILLS, CA 91367 Tel. 818.710.6100 Fax 818.710.6116 ww.newmarkmerrill.com SF-1 26' - 3" . . FLOOR PLAN LEGEND 56' - 3" 8' - 3" 5' - 11 1/2" 26' - 3" 4' - 10" 30' - 0" EXIT 6'-7" (E) OFFICE (N.I.C.) (E) ATM (N.I.C.) ELEC. / TEL. ROOM 6' - 3" TO EXTERIOR POP OUT CANOPY ABOVE 12' - 0" 1' - 8" 12' - 0" 1' - 8" 12' - 0" 9' - 11" (E) BANK VAULT (N.I.C.) 9' - 0" PLANTER 12' - 0" 12' - 0" (E) PLANTER 12' - 0" (E) OFFICE (N.I.C.) DN 1.4 13' - 9" 3 13' - 4" 3.5 2' - 0" 9' - 0" 4 4.2 4.3 12' - 0" 4.6 12' - 0" 4.8 5 WALL TYPE 'B1' - (1-HOUR RATED) - UL DESIGN U-465 INTERIOR WALL: 6" MTL. STUD WALL 20 GA. TO 24'-0" A.F.F. (16 GA. ABOVE 24'-0") AT 16" O.C.. WITH R-13 SOUND INSULATION AND ONE LAYER OF TYPE X 5/8" GYP. BD. TO UNDERSIDE OF STRUCTURE ON TENANT SIDE, TAPED AND SANDED READY FOR TENANT FINISH AND ONE LAYER OF TYPE X 5/8" GYPSUM BOARD TO UNDERSIDE OF STRUCTURE ON CORRIDOR SIDE 12' - 0" 5.3 11' - 4" 5.8 NOTE: AT TENANT "B" DEMISING WALL, TENANT TO INSTALL INSULATION AND DRYWALL C WALL TYPE 'C' - 2 HOUR SHAFT WALL - UL DESIGN U-415 SHAFT WALL: 6" USG STEEL C-H STUD x 20GA. TO 24'-0" A.F.F. (16 GA. ABOVE 24'-0") AT 16" O.C.. WITH SHEETROCK BRAND GYPSUM PANEL AND 1" SHEETROCK BRAND GYPSUM LINER PANELTO UNDERSIDE OF STRUCTURE. TAPED AND SANDED ON TENANT SIDE READY FOR TENANT FINISH D WALL TYPE 'D' - EXISTING EXTERIOR WALL: GRANITE WALL TO REMAIN. REPLACE DAMAGED PORTION TO MATCH EXISTING WHERE DEMOLITION OCCURS. POWER WASH CLEAN J SIDEWALK 14' - 3" 1 WALL TYPE 'B' - (1-HOUR RATED) -UL DESIGN U-465 INTERIOR DEMISING WALL: 6" METAL STUD WALL 20 GA. TO 24'-0" A.F.F. (16 GA ABOVE 24'-0") AT 16" O.C. TO UNDERSIDE OF STRUCTURE. W/ R-13 SOUND INSULATION AND ONE LAYER 5/8" TYPE 'X' GYP. BD. TO UNDERSIDE OF STRUCTURE ON BOTH SIDES. TAPED AND SANDED READY FOR TENANT FINISH. REFER TO 1 / A502 B1 H 12' - 8" 2 HR. VENT SHAFT TO ROOF vt .r A Z A L P t L rv A I o. R bi E u P rr M I A W Z A L H P S N L A E I R R C E P A M I F 8 W 2 A 1 H 5 S 1 N t\ vi E e R R C \ 's A D M C F \ A 8 2 M 1 F 5 M 8 2 \1 A P1 N 6 25 O 3 5 \1 M 5: 3: S A 5 1T R 0: 2: C 1 6E 8 6 1J 2 1 0O 1 0 2R 5 2 8/ P 1 5/ 2 :\ C 7/ 4/ H WALL TYPE 'A1' (EXISTING) EXTERIOR WALLS: (REFER TO STRUCTURAL DRAWINGS) PAINTED EXTERIOR CEMENT PLASTER FINISH. SEE PAINT COLOR SCHEDULE B NOTE: AT TENANT "B" INTERIOR CORRIDOR WALLS, TENANT TO INSTALL INSULATION AND DRYWALL 27' - 7" (E) OFFICE (N.I.C.) 18' - 0" 5' - 4" DN 1' - 8" PLANTER 26'-6" (E) OFFICE BREAKROOM (N.I.C.) ± 16' - 7" ± 2,133 S.F. F.F.E. = 84.50' SF-3 3 STOREFRONT OPENINGS TO BE CENTERED EXIT H 6 8" 12' - 0" 6.3 6.5 12' - 0" 6.8 7 FLOOR PLAN GENERAL NOTES 11' - 3" 7.4 7.8 8 9 PROVIDE NEW 8" CONCRETE PLANTER WALL, PAINT 1. INTERIOR WALLS SHALL BE TAPED, SANDED AND READY FOR FINISH. 2. WALL AND CEILING MATERIALS SHALL NOT EXCEED THE FLAME SPREAD CLASSIFICATION IN CBC TABLE 803.9 3. TACTILE CHARACTERS ON SIGNS SHALL BE LOCATED 48 INCHES (1219 MM) MINIMUM ABOVE FINISH FLOOR OR GROUND SURFACE, MEASURED ABOVE THE BASELINE OF THE LOWEST BRAILLE CELLS AND 60 INCHES (154 MM) MAXIMUM ABOVE THE FINISH FLOOR OR GROUND SURFACE, MEASURED FROM THE BASELINE OF THE HIGHEST LINE OF RAISED CHARACTERS. CBC 11B-703.4.1. (E) DATUM: 84.50' = 0.0' (E) LEVEL 1 4. CITY OF INGLEWOOD S S 5. THERE SHALL BE A FLOOR OR LANDING ON EACH SIDE OF A DOOR. THE FLOOR OR LANDING SHALL BE AT THE SAME ELEVATION ON EACH SIDE OF THE DOOR. LANDINGS SHALL BE LEVEL EXCEPT FOR EXTERIOR LANDINGS, WHICH ARE PERMITTED TO HAVE A SLOPE NOT TO EXCEED 2%. B. THRESHOLDS AT DOORWAYS SHALL NOT EXCEED 1/2" IN HEIGHT. RAISED THRESHOLDS AND DOOR FLOOE LEVEL CHANGES GREATER THEN 1/4" AT DOORWAYS SHALL BE BEVELED WITH A SLOPE NOT GREATER THAN 50%. C. WHEN A DOOR OPENS OVER A LANDING, THE LANDING SHALL HAVE A LENGTH OF NOT LESS THAN 60". ALL FUTURE TENANTS ARE REQUIRED TO HAVE PLANS SUBMITTED FOR REVIEW AND APPROVAL AND BUILDING PERMITS. NOTE: ALL NEW EXTERIOR STUDS SHALL BE 6" X 18 GA. AT 16" O.C. SCALE: 1/8" = 1'-0" CRENSHAW IMPERIAL PLAZA OFFICE BUILDING REPOSITIONING 2930 W IMPERIAL HWY. INGLEWOOD, CA 90303 ISSUES / REVISIONS No. B A DATE DESCRIPTION 12-17-15 03-21-16 03-21-16 04-14-16 04-05-16 1st PLAN CHECK SUBMITTAL 2nd PLAN CHECK SUBMITTAL ISSUED FOR BID ADDENDUM "B" ADDENDUM "A" FUTURE PAD DEVELOPMENT RESTAURANT AND RETAIL LEASE PENDING RETAIL AS INSTRUMENTS OF SERVICE, ALL DESIGNS, IDEAS, AND INFORMATION SHOWN ON THESE DRAWINGS ARE AND SHALL REMAIN THE PROPERTY OF McKENTLY MALAK ARCHITECTS, INC.. NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS, OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF McKENTLY MALAK ARCHITECTS, INC. VISUAL CONTACT WITH THESE DRAWINGS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. JOB NUMBER: 15128FMA DRAWN BY: Author CHECKED BY: DATE: 08-18-15 Checker SHEET DESCRIPTION: DOOR GENERAL NOTES: A. NORTH LEVEL 1 FLOOR PLAN g KEY MAP DENOTES REFERENCE KEYNOTE NUMBER A1 F 12' - 0" IN LEASES TENANT D 26'-10" 21' - 3" 9'-10" ± 264 S.F. . 2% MAX. SLOPE g S FACE OF SHEATHING ALL DIMEMSIONS TO FACE OF SHEATHING U.N.O. WALL TYPES LEGEND WALL TYPE 'A' EXTERIOR WALLS: (REFER TO STRUCTURAL DWGS FOR FRAMING) WITH R-19 WALL INSULATION AND 1/2" EXTERIOR GRADE PLYWOOD SHEATHING, 3.4# EXPANDED DIAMOND METAL MESH LATH AND 15# FELT (OR GRADE D BLDG. PAPER OR 'TYVEC' COMMERCIAL WRAP) AND PAINTED 7/8' EXTERIOR CEMENT PLASTER. REFER TO 1 / A501 9'-8" 6'-1" CLR. 5'-0" CLR. 1' - 0" ± 1,398 S.F. T S . ± 90' - 0" 30' - 0" E A 3'-0" 19'-3" 16'-3" 19'-2" 17' - 0" 5'-2" 20'-0" TENANT C ± 2' - 0" SF-4 OPEN OUTDOOR PATIO 53'-2" OH POW ER LI NES FD. L & T M SMH 2% MAX. SLOPE EXIT AVAILABLE 1,398 SF EXIT GATE BOX 4 CITY OF INGLEWOOD 3' - 5" ± 6' - 3" 1' - 6" MIN. 3 FD. L & T RC E 6 78 3 EXIT DOOR SYMBOL F01 . 1' - 6" MIN. T E 7 6 5 2 CITY OF HAWTHORNE . 1- HR EXIT CORRIDOR EXIT 5' - 3" 3' - 5" EXIT EXIT DN F DOOR SYMBOL (SEE SHEETS A601 AND A602) EXIT 5' - 3" 5' - 7 1/2" 2' - 8" 2' - 1" V.I.F. V.I.F. 3' - 2" EXIT 2' - 0" MIN. 2% MAX. SLOPE . 2% MAX. SLOPE STOREFRONT SYMBOL (SEE SHEETS A601 AND A602) 39' - 3" 18' - 0" 12' - 1" V.I.F. 9 8 S-1 101 M 117' - 7" 10" 34' - 9" 26' - 4" 8' - 8" CHASE 5' - 1" 10 E T LOADING DOCK (E) 1ST FLOOR ELEVATOR LOBBY ± 6,590 S.F. 11 S WALL TYPE DESIGNATION. SEE WALL TYPE LEGEND KEY FOB READER (E) CITIBANK (N.I.C.) 12 13 A D (E) ELEVATOR SHAFT 1- HR EXIT CORRIDOR ± 2,439 S.F. F.F.E. = 84.50' F.O.S. V.I.F. STAIR 3 9' - 7" V.I.F. E = R= L= D DN 1 TENANT B ± 2,451 S.F. F.F.E. = 84.50' SF -5 . TENANT A UP T D D T.P .O. B. PA R C E L 1 STAIR 2 2% MAX. SLOPE CITY OF HAWTHORNE CL TYP. D ︳ (65,500 CPD) F100 EXISTING DEMISING WALL, PATCH AND REPAIR DAMAGED PORTION OR REPLACE WITH NEW TO MATCH EXISTING WALL ASSEMBLY TELEPHONE BACKBOARD OR CABINET - SEE ELECTRICAL DRAWINGS NEW ELECTRICAL SWITCHGEAR - SEE ELECTRICAL DRAWINGS, PROVIDE 4" HIGH CONCRETE PAD LINE OF FLOOR, ABOVE LINE OF SOFFIT, ABOVE LINE OF TRELLIS, ABOVE ROOF ACCESS LADDER - PROVIDE SAFETY CAGE FOR LADDERS OVER 18'-0", SEE 10/A701 NEW STRUCTURAL COLUMN - SEE STRUCTURAL DRAWINGS LINE OF EXISTING METAL STAIRS TO REMAIN. PAINT TO MATCH METAL TRELLIS PAINT. G.C. TO LEVEL EXISTING FLOOR SLAB FREE OF ANYTHING LEFT OVER FROM PREVIOUS TENANT THROUGHOUT THE PREMISES PREPARE AND READY TO ACCEPT TENANT'S FLOOR FINISHES EXISTING STOREFRONT AND DOOR TO REMAIN. PAINT (E) MULLION TO MATCH NEW STOREFRONT COLOR TACTILE EXIT SIGN TO READ "EXIT ROUTE" TO BE PROVIDED AT TENANT IMPROVEMENT PHASE. REFER TO 23/T02 TACTILE EXIT SIGN TO READ "EXIT" TO BE PROVIDED AT TENANT IMPROVEMENT PHASE. REFER TO 23/T02 NEW RAISED UP MAN HOLE AND FLOOR ACCESS PANELS FOR UNDERGROUND TRANSFORMER BELOW. TOP LEVEL SHALL ALIGN WITH THE OPEN PATIO FINISH LEVEL. G.C. TO PROVIDE ACCESS PANELS AND COORDINATE SIZE OF THE PANELS WITH SCE STANDARDS AND SUBMIT SHOP DRAWINGS FOR APPROVAL PROVIDE 2 HR SPRAY APPLIED MONOKOTE® MK-10 HB SINGLE COMPONENT FIREPROOFING PLASTER (ESR-1186) OR APPROVED EQUAL AT ALL (E) STEEL COLUMNS THAT REQUIRE RE-APPLICATION.(G.C. TO INSPECT AND VERIFY IN FIELD) EXISTING METAL CLADDING. REPLACE WITH NEW METAL CLADDING AND ATTACHMENTS AS REQUIRED AND SHALL BE IN WATERTIGHT CONDITION, (INSTALL PER MFR'S. RECOMMENDATION) PAINT PER SCHEDULE, TYPICAL TO ALL. SEE EXTERIOR ELEVATIONS PROVIDE STEEL STIFFENER PLATE AND METAL FURRRING STUDS AT THE EDGE OF ENTIRE HEIGHT OF THE EXISTING DECORATIVE CMU WALL THAT WAS CUT BACK AND PREPARE WALL TO ACCEPT NEW SMOOTH PLASTER FINISH, PAINT TO MATCH ADJACENT SURFACE 5 LEVEL 1 FLOOR PLAN SHEET NUMBER: A101. 14,400 SF AVAILABLE 3,000 SF NAIL/SPA SALON AVAILABLE 4,483 SF 2-STORY BUILDING COMING SOON © 2016 CBRE, Inc. This information has been obtained from sources believed reliable. We have not verified it and make no guarantee, warranty or representation about it. Any projections, opinions, assumptions or estimates used are for example only and do not represent the current or future performance of the property. You and your advisors should conduct a careful, independent investigation of the property to determine to your satisfaction the suitability of the property for your needs. CBRE and the CBRE logo are service marks of CBRE, Inc. and/or its affiliated or related companies in the United States and other countries. All other marks displayed on this document are the property of their respective owners. Newport Beach / Crenshaw Blvd and Imperial Hwy_Brochure_v13JL 2'-0" MIN C F24 F29 F30 F31 F33 F36 F38 F39 F43 F44 F45 F45A F90 RAMP UP 2% MAX. SLOPE F101 . 1' - 0" . . 2'-0" MIN C A PROJECT FOR: B F115 EXISTING DEMISING WALL, PATCH AND REPAIR DAMAGED PORTION OR REPLACE WITH NEW TO MATCH EXISTING WALL ASSEMBLY TELEPHONE BACKBOARD OR CABINET - SEE ELECTRICAL DRAWINGS NEW ELECTRICAL SWITCHGEAR - SEE ELECTRICAL DRAWINGS, PROVIDE 4" HIGH CONCRETE PAD LINE OF FLOOR, ABOVE LINE OF SOFFIT, ABOVE LINE OF TRELLIS, ABOVE ROOF ACCESS LADDER - PROVIDE SAFETY CAGE FOR LADDERS OVER 18'-0", SEE 10/A701 NEW STRUCTURAL COLUMN - SEE STRUCTURAL DRAWINGS LINE OF EXISTING METAL STAIRS TO REMAIN. PAINT TO MATCH METAL TRELLIS PAINT. G.C. TO LEVEL EXISTING FLOOR SLAB FREE OF ANYTHING LEFT OVER FROM PREVIOUS TENANT THROUGHOUT THE PREMISES PREPARE AND READY TO ACCEPT TENANT'S FLOOR FINISHES EXISTING STOREFRONT AND DOOR TO REMAIN. PAINT (E) MULLION TO MATCH NEW STOREFRONT COLOR TACTILE EXIT SIGN TO READ "EXIT ROUTE" TO BE PROVIDED AT TENANT IMPROVEMENT PHASE. REFER TO 23/T02 TACTILE EXIT SIGN TO READ "EXIT" TO BE PROVIDED AT TENANT IMPROVEMENT PHASE. REFER TO 23/T02 NEW RAISED UP MAN HOLE AND FLOOR ACCESS PANELS FOR UNDERGROUND TRANSFORMER BELOW. TOP LEVEL SHALL ALIGN WITH THE OPEN PATIO FINISH LEVEL. G.C. TO PROVIDE ACCESS PANELS AND COORDINATE SIZE OF THE PANELS WITH SCE STANDARDS AND SUBMIT SHOP DRAWINGS FOR APPROVAL PROVIDE 2 HR SPRAY APPLIED MONOKOTE® MK-10 HB SINGLE COMPONENT FIREPROOFING PLASTER (ESR-1186) OR APPROVED EQUAL AT ALL (E) STEEL COLUMNS THAT REQUIRE RE-APPLICATION.(G.C. TO INSPECT AND VERIFY IN FIELD) EXISTING METAL CLADDING. REPLACE WITH NEW METAL CLADDING AND ATTACHMENTS AS REQUIRED AND SHALL BE IN WATERTIGHT CONDITION, (INSTALL PER MFR'S. RECOMMENDATION) PAINT PER SCHEDULE, TYPICAL TO ALL. SEE EXTERIOR ELEVATIONS PROVIDE STEEL STIFFENER PLATE AND METAL FURRRING STUDS AT THE EDGE OF ENTIRE HEIGHT OF THE EXISTING DECORATIVE CMU WALL THAT WAS CUT BACK AND PREPARE WALL TO ACCEPT NEW SMOOTH PLASTER FINISH, PAINT TO MATCH ADJACENT SURFACE A PROJECT FOR: NEWMARK MERRILL COMPANIES 5850 CANOGA AVENUE, SUITE 650 WOODLAND HILLS, CA 91367 Tel. 818.710.6100 Fax 818.710.6116 ww.newmarkmerrill.com C EXIT EXIT EXIT 3' - 9" . 2% MAX. SLOPE 2% MAX. SLOPE OPEN OUTDOOR PATIO 2% MAX. SLOPE SF-1 26' - 3" . . FLOOR PLAN LEGEND 34' - 9" 8' - 3" 26' - 3" 4' - 10" EXIT 1' - 6" MIN. 1' - 6" MIN. 6'-7" ± 2,133 S.F. F.F.E. = 84.50' (E) OFFICE BREAKROOM (N.I.C.) 6' - 3" TO EXTERIOR POP OUT CANOPY ABOVE 1' - 8" 12' - 0" 1' - 8" 12' - 0" 1' - 8" 12' - 0" (E) BANK VAULT (N.I.C.) (E) OFFICE (N.I.C.) 18' - 0" WALL TYPE 'A1' (EXISTING) EXTERIOR WALLS: (REFER TO STRUCTURAL DRAWINGS) PAINTED EXTERIOR CEMENT PLASTER FINISH. SEE PAINT COLOR SCHEDULE B WALL TYPE 'B' - (1-HOUR RATED) -UL DESIGN U-465 INTERIOR DEMISING WALL: 6" METAL STUD WALL 20 GA. TO 24'-0" A.F.F. (16 GA ABOVE 24'-0") AT 16" O.C. TO UNDERSIDE OF STRUCTURE. W/ R-13 SOUND INSULATION AND ONE LAYER 5/8" TYPE 'X' GYP. BD. TO UNDERSIDE OF STRUCTURE ON BOTH SIDES. TAPED AND SANDED READY FOR TENANT FINISH. REFER TO 1 / A502 B1 WALL TYPE 'B1' - (1-HOUR RATED) - UL DESIGN U-465 INTERIOR WALL: 6" MTL. STUD WALL 20 GA. TO 24'-0" A.F.F. (16 GA. ABOVE 24'-0") AT 16" O.C.. WITH R-13 SOUND INSULATION AND ONE LAYER OF TYPE X 5/8" GYP. BD. TO UNDERSIDE OF STRUCTURE ON TENANT SIDE, TAPED AND SANDED READY FOR TENANT FINISH AND ONE LAYER OF TYPE X 5/8" GYPSUM BOARD TO UNDERSIDE OF STRUCTURE ON CORRIDOR SIDE C WALL TYPE 'C' - 2 HOUR SHAFT WALL - UL DESIGN U-415 SHAFT WALL: 6" USG STEEL C-H STUD x 20GA. TO 24'-0" A.F.F. (16 GA. ABOVE 24'-0") AT 16" O.C.. WITH SHEETROCK BRAND GYPSUM PANEL AND 1" SHEETROCK BRAND GYPSUM LINER PANELTO UNDERSIDE OF STRUCTURE. TAPED AND SANDED ON TENANT SIDE READY FOR TENANT FINISH NOTE: AT TENANT "B" DEMISING WALL, TENANT TO INSTALL INSULATION AND DRYWALL NOTE: AT TENANT "B" INTERIOR CORRIDOR WALLS, TENANT TO INSTALL INSULATION AND DRYWALL D 2 HR. VENT SHAFT TO ROOF 9' - 0" PLANTER 12' - 0" 12' - 0" (E) PLANTER 12' - 0" (E) OFFICE (N.I.C.) DN J SIDEWALK 14' - 3" 13' - 9" 13' - 4" 2' - 0" 9' - 0" 12' - 0" 12' - 0" 12' - 0" 11' - 4" 8" 12' - 0" 12' - 0" FLOOR PLAN GENERAL NOTES 11' - 3" 1. 1.4 1 3 3.5 4 4.2 4.3 4.6 4.8 5 5.3 5.8 6.3 6.5 6 6.8 7 7.4 7.8 8 9 PROVIDE NEW 8" CONCRETE PLANTER WALL, PAINT HAW PLA L ENS WALL AND CEILING MATERIALS SHALL NOT EXCEED THE FLAME SPREAD CLASSIFICATION IN CBC TABLE 803.9 3. TACTILE CHARACTERS ON SIGNS SHALL BE LOCATED 48 INCHES (1219 MM) MINIMUM ABOVE FINISH FLOOR OR GROUND SURFACE, MEASURED ABOVE THE BASELINE OF THE LOWEST BRAILLE CELLS AND 60 INCHES (154 MM) MAXIMUM ABOVE THE FINISH FLOOR OR GROUND SURFACE, MEASURED FROM THE BASELINE OF THE HIGHEST LINE OF RAISED CHARACTERS. CBC 11B-703.4.1. ERIA A-CR IMP 8FM 4. HAW 1512 ENS evit\ -CR D's\R FMA MA\C 5128 AM PM 128F ON\1 :52 5:36 S\15 2:13 RAM 10:5 6 ECT 128 016 /201 ROJ INTERIOR WALLS SHALL BE TAPED, SANDED AND READY FOR FINISH. 2. (E) DATUM: 84.50' = 0.0' (E) LEVEL 1 5. OH POW ER LI NES FD. L & T S ISSUES / REVISIONS No. B A DATE DESCRIPTION 12-17-15 03-21-16 03-21-16 04-14-16 04-05-16 1st PLAN CHECK SUBMITTAL 2nd PLAN CHECK SUBMITTAL ISSUED FOR BID ADDENDUM "B" ADDENDUM "A" RETAIL AS INSTRUMENTS OF SERVICE, ALL DESIGNS, IDEAS, AND INFORMATION SHOWN ON THESE DRAWINGS ARE AND SHALL REMAIN THE PROPERTY OF McKENTLY MALAK ARCHITECTS, INC.. NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS, OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF McKENTLY MALAK ARCHITECTS, INC. VISUAL CONTACT WITH THESE DRAWINGS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. JOB NUMBER: 15128FMA DRAWN BY: Author CHECKED BY: DATE: 08-18-15 Checker SHEET DESCRIPTION: DOOR GENERAL NOTES: A. THERE SHALL BE A FLOOR OR LANDING ON EACH SIDE OF A DOOR. THE FLOOR OR LANDING SHALL BE AT THE SAME ELEVATION ON EACH SIDE OF THE DOOR. LANDINGS SHALL BE LEVEL EXCEPT FOR EXTERIOR LANDINGS, WHICH ARE PERMITTED TO HAVE A SLOPE NOT TO EXCEED 2%. B. THRESHOLDS AT DOORWAYS SHALL NOT EXCEED 1/2" IN HEIGHT. RAISED THRESHOLDS AND DOOR FLOOE LEVEL CHANGES GREATER THEN 1/4" AT DOORWAYS SHALL BE BEVELED WITH A SLOPE NOT GREATER THAN 50%. C. WHEN A DOOR OPENS OVER A LANDING, THE LANDING SHALL HAVE A LENGTH OF NOT LESS THAN 60". ALL FUTURE TENANTS ARE REQUIRED TO HAVE PLANS SUBMITTED FOR REVIEW AND APPROVAL AND BUILDING PERMITS. NOTE: ALL NEW EXTERIOR STUDS SHALL BE 6" X 18 GA. AT 16" O.C. SCALE: 1/8" = 1'-0" LEASE PENDING 2930 W IMPERIAL HWY. INGLEWOOD, CA 90303 LEVEL 1 FLOOR PLAN SHEET NUMBER: A101. NORTH LEVEL 1 FLOOR PLAN C:\15 7/5/2 4/28 H:\P GATE BOX FD. L & T RCE 6 78 3 S CRENSHAW IMPERIAL PLAZA OFFICE BUILDING REPOSITIONING WALL TYPE 'D' - EXISTING EXTERIOR WALL: GRANITE WALL TO REMAIN. REPLACE DAMAGED PORTION TO MATCH EXISTING WHERE DEMOLITION OCCURS. POWER WASH CLEAN H 12' - 8" H vt ZA.r PLA L o.rvt ERIA rrubi IMP ZA T E 7 4 g KEY MAP A1 F 9' - 11" TENANT D SF-3 3 STOREFRONT OPENINGS TO BE CENTERED D D 117' - 7" ± 264 S.F. IN LEASES EXIT T S 30' - 0" ± 90' - 0" . (E) ATM (N.I.C.) ELEC. / TEL. ROOM 27' - 7" 2% MAX. SLOPE 9 8 6 3 LOADING DOCK 30' - 0" (E) OFFICE (N.I.C.) 11 10 g S DENOTES REFERENCE KEYNOTE NUMBER WALL TYPES LEGEND 9'-8" 6'-1" CLR. 5'-0" CLR. 1' - 0" OPEN OUTDOOR PATIO ± 1,398 S.F. 2 M SMH CITY OF INGLEWOOD CITY OF HAWTHORNE 12' - 0" F 5'-2" 20'-0" TENANT C 5 1 EXIT 53'-2" 12 13 E T M EXIT DOOR SYMBOL FACE OF SHEATHING ALL DIMEMSIONS TO FACE OF SHEATHING U.N.O. F01 WALL TYPE 'A' EXTERIOR WALLS: (REFER TO STRUCTURAL DWGS FOR FRAMING) WITH R-19 WALL INSULATION AND 1/2" EXTERIOR GRADE PLYWOOD SHEATHING, 3.4# EXPANDED DIAMOND METAL MESH LATH AND 15# FELT (OR GRADE D BLDG. PAPER OR 'TYVEC' COMMERCIAL WRAP) AND PAINTED 7/8' EXTERIOR CEMENT PLASTER. REFER TO 1 / A501 A EXIT AVAILABLE 1,398 SF EXIT STOREFRONT SYMBOL (SEE SHEETS A601 AND A602) DOOR SYMBOL (SEE SHEETS A601 AND A602) EXIT E 2% MAX. SLOPE . 3' - 5" EXIT 1- HR EXIT CORRIDOR EXIT DN S WALL TYPE DESIGNATION. SEE WALL TYPE LEGEND S-1 101 2% MAX. SLOPE 5' - 3" 5' - 7 1/2" 2' - 8" 2' - 1" V.I.F. 5' - 11 1/2" . 2% MAX. SLOPE A D KEY FOB READER (E) 1ST FLOOR ELEVATOR LOBBY ± 6,590 S.F. 39' - 3" 18' - 0" 12' - 1" V.I.F. = R= L= D DN (E) ELEVATOR SHAFT (E) CITIBANK (N.I.C.) F.O.S. V.I.F. 10" 1- HR EXIT CORRIDOR ± 2,439 S.F. F.F.E. = 84.50' SF -5 . TENANT B ± 2,451 S.F. F.F.E. = 84.50' 26' - 4" 8' - 8" CHASE CITY OF INGLE WOOD T.P .O. B. PA R C E L 1 STAIR 2 56' - 3" TENANT A UP STAIR 3 9' - 7" V.I.F. 5' - 1" FUTURE PAD DEVELOPMENT RESTAURANT AND RETAIL CL TYP. 2% MAX. SLOPE E T SF-2 D CITY OF HAWTHORNE 12' - 5" B N.A.P. F100 5 14,400 SF 2-STORY BUILDING NEWMARK MERRILL COMPANIES 5850 CANOGA AVENUE, SUITE 650 WOODLAND HILLS, CA 91367 Tel. 818.710.6100 Fax 818.710.6116 ww.newmarkmerrill.com AVAILABLE 4,483 SF SF-2 F115 C EXIT EXIT EXIT B F01 9 10' - 3" COMING SOON SF-1 26' - 3" . . AVAILABLE 3,000 SF 1' - 0" . . 8 17' - 4" NEW PLANTER NAIL/SPA SALON F101 3' - 9" . . 2% MAX. SLOPE 2% MAX. SLOPE B 2% MAX. SLOPE 2% MAX. SLOPE OPEN OUTDOOR PATIO RAMP UP F100 OPEN OUTDOOR PATIO 12' - 5" REFERENCE NOTES 7 52' - 6" PLANTER F90 (E) PLANTER 6 26' - 3" NEW PLANTER 3' - 5" ± 6' - 3" NEW PLANTER 5 ± 160' - 0" V.I.F. NEW PLANTER 4 26' - 3" NEW PLANTER OPEN OUTDOOR PATIO 3' - 2" NEW PLANTER 3 22' - 7" 2' - 0" MIN. F45A 2 4' - 10" (E) PLANTER 5' - 3" F45 A (53,200 CPD) 1ST LEVEL 1 A EXIT F44 . F43 3'-0" F38 F39 17' - 0" F30 F31 F33 F36 10' - 3" 19'-2" 17' - 4" 16'-3" 52' - 6" 19'-3" 26' - 3" ± 2' - 0" 26' - 3" SF-4 22' - 7" 9'-10" ± 160' - 0" 4' - 10" EXISTING DEMISING WALL, PATCH AND REPAIR DAMAGED PORTION OR REPLACE WITH NEW TO MATCH EXISTING WALL ASSEMBLY TELEPHONE BACKBOARD OR CABINET - SEE ELECTRICAL DRAWINGS NEW ELECTRICAL SWITCHGEAR - SEE ELECTRICAL DRAWINGS, PROVIDE 4" HIGH CONCRETE PAD LINE OF FLOOR, ABOVE LINE OF SOFFIT, ABOVE LINE OF TRELLIS, ABOVE ROOF ACCESS LADDER - PROVIDE SAFETY CAGE FOR LADDERS OVER 18'-0", SEE 10/A701 NEW STRUCTURAL COLUMN - SEE STRUCTURAL DRAWINGS LINE OF EXISTING METAL STAIRS TO REMAIN. PAINT TO MATCH METAL TRELLIS PAINT. G.C. TO LEVEL EXISTING FLOOR SLAB FREE OF ANYTHING LEFT OVER FROM PREVIOUS TENANT THROUGHOUT THE PREMISES PREPARE AND READY TO ACCEPT TENANT'S FLOOR FINISHES EXISTING STOREFRONT AND DOOR TO REMAIN. PAINT (E) MULLION TO MATCH NEW STOREFRONT COLOR TACTILE EXIT SIGN TO READ "EXIT ROUTE" TO BE PROVIDED AT TENANT IMPROVEMENT PHASE. REFER TO 23/T02 TACTILE EXIT SIGN TO READ "EXIT" TO BE PROVIDED AT TENANT IMPROVEMENT PHASE. REFER TO 23/T02 NEW RAISED UP MAN HOLE AND FLOOR ACCESS PANELS FOR UNDERGROUND TRANSFORMER BELOW. TOP LEVEL SHALL ALIGN WITH THE OPEN PATIO FINISH LEVEL. G.C. TO PROVIDE ACCESS PANELS AND COORDINATE SIZE OF THE PANELS WITH SCE STANDARDS AND SUBMIT SHOP DRAWINGS FOR APPROVAL PROVIDE 2 HR SPRAY APPLIED MONOKOTE® MK-10 HB SINGLE COMPONENT FIREPROOFING PLASTER (ESR-1186) OR APPROVED EQUAL AT ALL (E) STEEL COLUMNS THAT REQUIRE RE-APPLICATION.(G.C. TO INSPECT AND VERIFY IN FIELD) EXISTING METAL CLADDING. REPLACE WITH NEW METAL CLADDING AND ATTACHMENTS AS REQUIRED AND SHALL BE IN WATERTIGHT CONDITION, (INSTALL PER MFR'S. RECOMMENDATION) PAINT PER SCHEDULE, TYPICAL TO ALL. SEE EXTERIOR ELEVATIONS PROVIDE STEEL STIFFENER PLATE AND METAL FURRRING STUDS AT THE EDGE OF ENTIRE HEIGHT OF THE EXISTING DECORATIVE CMU WALL THAT WAS CUT BACK AND PREPARE WALL TO ACCEPT NEW SMOOTH PLASTER FINISH, PAINT TO MATCH ADJACENT SURFACE 21' - 3" F24 F29 26'-6" F01 26'-10" 7 6 . 5 ± 16' - 7" 4 Lic. 01201641 T +1 213 534 3213 [email protected] DN 3 FAYE C. MONTGOMERY Lic. 01173419 T +1 310 363 4952 [email protected] 5' - 4" 2 KELLY DENT Lic. 01044064 T +1REFERENCE 310 363 4777 NOTES [email protected] ︳ 1 RICHARD RIZIKA Lic. 0187559 T +1 310 363 4875 [email protected] 8 9 (65,500 CPD) OFFICE BUILDING FLOOR PLAN MITCHELL HERNANDEZ KEY PLAN FLOOR PLAN LEGEND 56' - 3" 34' - 9" 5' - 11 1/2" 26' - 3" 4' - 10" 30' - 0" EXIT 6'-7" (E) OFFICE (N.I.C.) 6'-1" CLR. (E) ATM (N.I.C.) ELEC. / TEL. ROOM ± 16' - 7" 3 STOREFRONT OPENINGS TO BE CENTERED EXIT TO EXTERIOR POP OUT CANOPY ABOVE 1' - 8" 12' - 0" 1' - 8" 12' - 0" (E) BANK VAULT (N.I.C.) (E) OFFICE (N.I.C.) 18' - 0" 5' - 4" DN 12' - 0" 2 HR. VENT SHAFT TO ROOF ︳ 9' - 0" PLANTER 12' - 0" 12' - 0" (E) PLANTER 12' - 0" (E) OFFICE (N.I.C.) DN 1.4 13' - 9" 3 13' - 4" 3.5 2' - 0" 9' - 0" 4 4.2 4.3 12' - 0" 4.6 12' - 0" 4.8 5 12' - 0" 5.3 11' - 4" 5.8 6 8" 12' - 0" 6.3 6.5 12' - 0" 6.8 7 B WALL TYPE 'B' - (1-HOUR RATED) -UL DESIGN U-465 INTERIOR DEMISING WALL: 6" METAL STUD WALL 20 GA. TO 24'-0" A.F.F. (16 GA ABOVE 24'-0") AT 16" O.C. TO UNDERSIDE OF STRUCTURE. W/ R-13 SOUND INSULATION AND ONE LAYER 5/8" TYPE 'X' GYP. BD. TO UNDERSIDE OF STRUCTURE ON BOTH SIDES. TAPED AND SANDED READY FOR TENANT FINISH. REFER TO 1 / A502 B1 WALL TYPE 'B1' - (1-HOUR RATED) - UL DESIGN U-465 INTERIOR WALL: 6" MTL. STUD WALL 20 GA. TO 24'-0" A.F.F. (16 GA. ABOVE 24'-0") AT 16" O.C.. WITH R-13 SOUND INSULATION AND ONE LAYER OF TYPE X 5/8" GYP. BD. TO UNDERSIDE OF STRUCTURE ON TENANT SIDE, TAPED AND SANDED READY FOR TENANT FINISH AND ONE LAYER OF TYPE X 5/8" GYPSUM BOARD TO UNDERSIDE OF STRUCTURE ON CORRIDOR SIDE NOTE: AT TENANT "B" DEMISING WALL, TENANT TO INSTALL INSULATION AND DRYWALL C WALL TYPE 'C' - 2 HOUR SHAFT WALL - UL DESIGN U-415 SHAFT WALL: 6" USG STEEL C-H STUD x 20GA. TO 24'-0" A.F.F. (16 GA. ABOVE 24'-0") AT 16" O.C.. WITH SHEETROCK BRAND GYPSUM PANEL AND 1" SHEETROCK BRAND GYPSUM LINER PANELTO UNDERSIDE OF STRUCTURE. TAPED AND SANDED ON TENANT SIDE READY FOR TENANT FINISH D WALL TYPE 'D' - EXISTING EXTERIOR WALL: GRANITE WALL TO REMAIN. REPLACE DAMAGED PORTION TO MATCH EXISTING WHERE DEMOLITION OCCURS. POWER WASH CLEAN FLOOR PLAN GENERAL NOTES 11' - 3" 7.4 CITY OF INGLEWOOD FD. L & T M g 7.8 8 g S S S 9 PROVIDE NEW 8" CONCRETE PLANTER WALL, PAINT 1. INTERIOR WALLS SHALL BE TAPED, SANDED AND READY FOR FINISH. 2. WALL AND CEILING MATERIALS SHALL NOT EXCEED THE FLAME SPREAD CLASSIFICATION IN CBC TABLE 803.9 3. TACTILE CHARACTERS ON SIGNS SHALL BE LOCATED 48 INCHES (1219 MM) MINIMUM ABOVE FINISH FLOOR OR GROUND SURFACE, MEASURED ABOVE THE BASELINE OF THE LOWEST BRAILLE CELLS AND 60 INCHES (154 MM) MAXIMUM ABOVE THE FINISH FLOOR OR GROUND SURFACE, MEASURED FROM THE BASELINE OF THE HIGHEST LINE OF RAISED CHARACTERS. CBC 11B-703.4.1. (E) DATUM: 84.50' = 0.0' (E) LEVEL 1 4. KEY MAP DENOTES REFERENCE KEYNOTE NUMBER J SIDEWALK 14' - 3" FD. L & T RC E 6 78 3 FACE OF SHEATHING ALL DIMEMSIONS TO FACE OF SHEATHING U.N.O. WALL TYPE 'A1' (EXISTING) EXTERIOR WALLS: (REFER TO STRUCTURAL DRAWINGS) PAINTED EXTERIOR CEMENT PLASTER FINISH. SEE PAINT COLOR SCHEDULE H 12' - 8" H 1 EXIT DOOR SYMBOL NOTE: AT TENANT "B" INTERIOR CORRIDOR WALLS, TENANT TO INSTALL INSULATION AND DRYWALL 27' - 7" SF-3 PLANTER 26'-6" (E) OFFICE BREAKROOM (N.I.C.) 12' - 0" ± 2,133 S.F. F.F.E. = 84.50' IN LEASES 6' - 3" t v r . A Z A L P t L v r A . I o i R b E u r P r M I A W Z A L H P S N L A E I R R C E P A M I F 8 W 2 A 1 H 5 S 1 \ N t i v E e R R C \ s ' A D M C F \ A 8 2 M 1 F 5 8 1 2 \ N 1 5 O 1 \ M S A T R EXIT A1 F 9' - 11" TENANT D 26'-10" 21' - 3" 9'-10" ± 264 S.F. 1' - 8" DOOR SYMBOL (SEE SHEETS A601 AND A602) WALL TYPE 'A' EXTERIOR WALLS: (REFER TO STRUCTURAL DWGS FOR FRAMING) WITH R-19 WALL INSULATION AND 1/2" EXTERIOR GRADE PLYWOOD SHEATHING, 3.4# EXPANDED DIAMOND METAL MESH LATH AND 15# FELT (OR GRADE D BLDG. PAPER OR 'TYVEC' COMMERCIAL WRAP) AND PAINTED 7/8' EXTERIOR CEMENT PLASTER. REFER TO 1 / A501 9'-8" 5'-0" CLR. . 2% MAX. SLOPE 101 WALL TYPES LEGEND A 1' - 0" ± 1,398 S.F. 16'-3" TENANT C EXIT 5'-2" 20'-0" 19'-3" 19'-2" 17' - 0" AVAILABLE 1,398 SF 53'-2" T S ± 90' - 0" 30' - 0" E 2% MAX. SLOPE EXIT 3'-0" OPEN OUTDOOR PATIO SF-4 F EXIT STOREFRONT SYMBOL (SEE SHEETS A601 AND A602) F01 . 1' - 6" MIN. ± 2' - 0" DN S-1 SMH 5' - 3" . 1' - 6" MIN. OH POW ER LI NES 4 CITY OF INGLEWOOD . 1- HR EXIT CORRIDOR EXIT 3 CITY OF HAWTHORNE 3' - 5" ± 6' - 3" 3' - 5" V.I.F. 3' - 2" EXIT 2' - 0" MIN. EXIT GATE BOX 5 2 M 2% MAX. SLOPE 5' - 7 1/2" 2' - 8" 2' - 1" V.I.F. V.I.F. 2% MAX. SLOPE 8' - 3" 12' - 1" CHASE 7 6 E T 39' - 3" 18' - 0" 8' - 8" 5' - 1" (E) 1ST FLOOR ELEVATOR LOBBY ± 6,590 S.F. T E 8 WALL TYPE DESIGNATION. SEE WALL TYPE LEGEND KEY FOB READER (E) CITIBANK (N.I.C.) . ± 2,439 S.F. F.F.E. = 84.50' 26' - 4" E 9 LOADING DOCK 117' - 7" 9' - 7" V.I.F. 10 F.O.S. V.I.F. 10" STAIR 3 D 11 S 1 TENANT B ± 2,451 S.F. F.F.E. = 84.50' A (E) ELEVATOR SHAFT 1- HR EXIT CORRIDOR TENANT A UP 12 13 SF -5 . 2% MAX. SLOPE 5' - 3" D = R= L= D DN T D D T.P .O. B. PA R C E L 1 STAIR 2 CITY OF HAWTHORNE CL TYP. CRENSHAW IMPERIAL PLAZA OFFICE BUILDING REPOSITIONING 2930 W IMPERIAL HWY. INGLEWOOD, CA 90303 ISSUES / REVISIONS No. B A DATE DESCRIPTION 12-17-15 03-21-16 03-21-16 04-14-16 04-05-16 1st PLAN CHECK SUBMITTAL 2nd PLAN CHECK SUBMITTAL ISSUED FOR BID ADDENDUM "B" ADDENDUM "A" BASEMENT PARKING PLAN AS INSTRUMENTS OF SERVICE, ALL DESIGNS, IDEAS, AND INFORMATION SHOWN ON THESE DRAWINGS ARE AND SHALL REMAIN THE PROPERTY OF McKENTLY MALAK ARCHITECTS, INC.. NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS, OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF McKENTLY MALAK ARCHITECTS, INC. VISUAL CONTACT WITH THESE DRAWINGS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. JOB NUMBER: 15128FMA DRAWN BY: Author CHECKED BY: DATE: 08-18-15 Checker SHEET DESCRIPTION: DOOR GENERAL NOTES: A. THERE SHALL BE A FLOOR OR LANDING ON EACH SIDE OF A DOOR. THE FLOOR OR LANDING SHALL BE AT THE SAME ELEVATION ON EACH SIDE OF THE DOOR. LANDINGS SHALL BE LEVEL EXCEPT FOR EXTERIOR LANDINGS, WHICH ARE PERMITTED TO HAVE A SLOPE NOT TO EXCEED 2%. B. THRESHOLDS AT DOORWAYS SHALL NOT EXCEED 1/2" IN HEIGHT. RAISED THRESHOLDS AND DOOR FLOOE LEVEL CHANGES GREATER THEN 1/4" AT DOORWAYS SHALL BE BEVELED WITH A SLOPE NOT GREATER THAN 50%. LEVEL 1 FLOOR PLAN © 2016 CBRE, Inc. This information has been obtained from sources believed reliable. We have not verified it and make no guarantee, warranty or representation about it. Any projections, opinions, assumptions or estimates used are for example only and do not represent the current or future performance of the property. You and your advisors should conduct a careful, independent investigation of the property to determine to your satisfaction the suitability of the property for your needs. C. WHEN A DOOR OPENS OVER A LANDING, THE LANDING SHALL HAVE A LENGTH OF NOT LESS THAN 60". CBRE and the CBRE logo are service marks of CBRE, Inc. and/or its affiliated or related companies in the United States and other countries. All other marks displayed on this document are the property of their respective owners. Newport Beach / Crenshaw Blvd and Imperial Hwy_Brochure_v13JL 5. ALL FUTURE TENANTS ARE REQUIRED TO HAVE PLANS SUBMITTED FOR REVIEW AND APPROVAL M A P 6 2 3 5 : 5 3 5 1 : AND BUILDING PERMITS. NOTE: ALL NEW EXTERIOR STUDS SHALL BE 6" X 18 GA. AT 16" O.C. NORTH SHEET NUMBER: RETAIL ANALYSIS MAP LOS ANGELES STADIUM MITCHELL HERNANDEZ RICHARD RIZIKA KELLY DENT FAYE C. MONTGOMERY Lic. 0187559 T +1 310 363 4875 [email protected] Lic. 01044064 T +1 310 363 4777 [email protected] Lic. 01173419 T +1 310 363 4952 [email protected] Lic. 01201641 T +1 213 534 3213 [email protected] CRENSHAW IMPERIAL PLAZA Office Retail FOR MORE INFORMATION, CONTACT: MITCHELL HERNANDEZ Lic. 0187559 T +1 310 363 4875 [email protected] RICHARD RIZIKA Lic. 01044064 T +1 310 363 4777 [email protected] KELLY DENT Lic. 01173419 T +1 310 363 4952 [email protected] FAYE C. MONTGOMERY Lic. 01201641 T +1 213 534 3213 [email protected] REDEVELOPMENT AND MANAGEMENT BY: NewMark Merrill Companies 5850 Canoga Avenue, Suite 650, Woodland Hills, CA 91367 T + 1 818 710 6100