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Home My WebLink About200 E First American Way-swimming pool - Plan30'-0" 36 ' - 6 " 13'-0"13'-0" 38'-8" 11 8 ' - 3 " POOL SPA SITE PLAN SCOPE OF WORK SPA ONLY REFER TO THE SP PLANS FOR ALL RELATED INFO.POOL EQUIPMENT ROOM LEVEL 2 SWIMMING POOL AND SP-0 CLASS: B/C-53 EXPIRES: 12-31-2 Signature Date 6 27439 BOSTIK CT. TEMECULA, CA 92590 P(951)296-3939 F(951)296-3945 LICENSE# CA-326760 2-25-2026 LIST OF 2022 CALIFORNIA CODE OF REGULATION APPLICABLE CODES AS OF 2022 CALIFORNIA BUILDING CODE CALIFORNIA RESIDENTIAL CODE CALIFORNIA GREEN BUILDING STANDARDS CODE CALIFORNIA MECHANICAL CODE CALIFORNIA ELECTRICAL CODE CALIFORNIA PLUMBING CODE CALIFORNIA BUILDING ENERGY EFFICIENCY STANDARDS 2022 NA 2022 2022 2022 2022 2022 SP-1 AREA NOTES · · POOL AND SPA SITE PLAN SITE PLAN, VICINITY MAP AND NOTES PROJECT NAME: DATE: DRAWN BY: SHEET TITLE: SHEET NUMBER: D D DD D D D D MEN'S RR WOMEN'S RR TOILET FACILITIES NOTES SAFETY AND MAINTENANCE NOTES GENERAL NOTES MET PROJECT INFORMATION A N SIGNAGE NOTES ° ° SCOPE OF WORK · · SCOPE OF WORK Legado at the MET 121 S. Beverly Drive, Beverly Hills, CA 90212 THE METT 200 First American Way,HE MET Santa Ana, CA 92707 DEVELOPER: 9/25/2020 100% DD10/05/2020 100% DD 10/16/20 CD PLAN CHECK SUBMITAL SET 5/14/2021 PRICING SET VICINITY MAP PROJECT SITE 4FT 0IN 3FT6IN 3 FT 6IN 3 FT 6IN 3 FT 6IN 3 FT 6IN 3FT6IN 3FT6IN 3 FT 6IN 3 FT 6IN 3FT6IN 4FT0IN 4FT 0IN 4FT 0IN 4FT0IN 4FT 0IN 4FT 0IN 4FT 0IN 3 FT 6IN 3FT 6IN 3FT 6IN 3FT 6IN 3FT 6IN P P P P P D D D D D D D P P D T T 660 100C 660 100C 710 BUILDING CODE & STANDARDS LIST OF 2022 CALIFORNIA CODE OF REGULATION APPLICABLE CODES AS OF 2022 CALIFORNIA BUILDING CODE CALIFORNIA RESIDENTIAL CODE CALIFORNIA GREEN BUILDING STANDARDS CODE CALIFORNIA MECHANICAL CODE CALIFORNIA ELECTRICAL CODE CALIFORNIA PLUMBING CODE CALIFORNIA BUILDING ENERGY EFFICIENCY STANDARDS 2022 NA 2022 2022 2022 2022 2022 SCOPE OF WORK SWIMMING POOL AND SPA IN CAVITY EQUIPMENT ROOM ONE LEVEL BELOW POOL AND SPA. PLUMBING TO BE ROUTED BELOW. SUSPENDED FROM PODIUM REINFORCING STEEL PER STRUCTURAL ENGINEER ALL PLUMBING ABOVE AND BELOW GRADE TO BE SCH 40 PVC, CPVC ONLY AT HEATER. ALL POOL/SPA PLUMBING PER CBC SECTION 3115B.3, AND RECIRCULATION PER CBC SECTION 3126B.1 ELECTRICAL UNDERGROUND TO BE 3 4" MIN PVC CONDUIT FOR ALL ELECTRICAL AND BONDING. LOCATE J-BOX IN ADJ PLANTER. ALL RECEPTACLES IN POOL / SPA SHALL BE GFCI PROTECTED SHOTCRETE STRUCTURE - 4,500 PSI, THICKNESS PER STRUCTURAL ENGINEER COPING AND TILE (PER LANDSCAPING SPECS) POOL AND SPA EQUIPMENT PER SPECS PROVIDE ANBEDS FOR ANCHORING ALL EQUIPMENT. PROVIDE BALL VALVES AS NECESSARY FOR ALL CONNECTIONS. PROVIDE TIME CLOCKS FOR CIRC SYSTEM AND LIGHTS. PROVIDE ALL ELECTRICAL CONNECTIONS - FROM PUMPS, HEATERS, CHEMICAL TREATMENT, AND LIGHTS, GFCI BREAKERS BY ELECTRICAL CONTRACTOR. GAS CONNECTIONS ONLY, GAS STUB PROVIDED 3 FT FROM HEATER BY PLUMBING CONTRACTOR. WATER SUPPLY, AND BACK FLOW DEVICES FOR POOL AND SPA PROVIDED BY PLUMBING CONTRACTOR, CONNECTION TO AUTO/MANUAL FILL BY POOL CONTRACTOR PROVIDE CHEMICAL CONTROL SYSTEM, METERING PUMPS, CHEMICAL TANKS, ALL TUBING TO BE RAN WITHIN 1" CONDUIT OR PVC FROM TANKS TO RETURN LINE AFTER HEATER PROVIDE ALL ANCHORS WITH BONDING FOR ALL STAINLESS STEEL RAILS AND ACCESSIBLE LIFTS - 1 LIFT FIXED FOR EACH BODY OF WATER PROVIDE WHITE PLASTER FINISH PROVIDE STANDARD POOL AND SPA SIGNAGE BY OTHERS, STANDARD SAFETY EQUIPMENT PER HEALTH REQUIREMENTS - SEE POOL NOTES SP-1 POOL CONTRACTOR TO PROVIDE START-UP. MAINTENANCE FRO 2 WEEKS, FOLLOWED BY TRAINING FOR OWNERS SERVICE TEAM COMMUNITY 4'-0" 3' - 5 " 1'-6" 7" 12" 1'-6" 4" BLACK LETTERING 1"-2" BLACK LETTERING HOSPITAL ADDRESS AND PHONE SITE NAME SITE ADDRESS 4'-0" 3' - 5 " 1'-6" 7" 12" 1'-6" 4" BLACK LETTERING 1"-2" BLACK LETTERING HOSPITAL ADDRESS AND PHONE SITE NAME SITE ADDRESS 1 STANDARD SIGNAGE FOR POOL BUILDING CODE & STANDARDS POOL AND SPA STRUCTURAL ENGINEERING DETAILS - SEE SP-8 (SP-7 CAVITY PLAN) (SP-8) (SP-2 AND SP-3) (SP-8) (Sp-4) (SP-5) (SP-11) (SP-6) (SP-5). (SP-4, SP-6, SP-9) 637 SQ FT , 17,910 GALLONS/ SPA 130 SQ FT, 2344 GALS. 31'-10 " 12'-9" 14'-0" 36 ' - 1 0 " 27 ' - 6 " CLASS: B/C-53 EXPIRES: 12-31-2 Signature Date 6 27439 BOSTIK CT. TEMECULA, CA 92590 P(951)296-3939 F(951)296-3945 LICENSE# CA-326760 2-25-2026 2022 2022 2022 2022 2022 4FT 0IN POOL PLAN & PLUMBINGA POOL SECTIONB CONSTRUCTION NOTES POOL SECTIONC SP-2 POOL PLAN DATE: DRAWN BY: SHEET TITLE: SHEET NUMBER: POOL SPECIFICATIONS POOL EQUIPMENT LIST 3 FT 6IN 3 FT 6IN 3 FT 6IN 3 FT 6IN 4 FT 0IN 4FT 0IN 4FT 0IN 4 FT 0IN 4FT0IN 4FT 0IN 4FT0IN 3FT6IN 3 FT 6IN 3FT6IN 3 FT 6IN PROJECT NAME: THE METT 200 First American Way,HE MET Santa Ana, CA 92707 DEVELOPER: Legado at the MET 121 S. Beverly Drive, Beverly Hills, CA 90212 9/25/2020 100% DD9/25/2020 100% DD10/05/2020 100% DD 10/16/20 CD PLAN CHECK SUBMITAL SET 5/14/2021 PRICING SET MAX POOL DEPTH 4'-0" 9"9" 9"9" (1) WHISPERFLO 2HP 3-PHASE PUMP 011643 WFK-8 208-230-460 7.5 AMPS = 106 GPM (PENTAIR): 40 20 CLASS: B/C-53 EXPIRES: 12-31-2 Signature Date 6 27439 BOSTIK CT. TEMECULA, CA 92590 P(951)296-3939 F(951)296-3945 LICENSE# CA-326760 2-25-2026 SPA BOOSTER (JET) SCHEMATIC B SPA PLAN & PLUMBINGA C SP-3 SPA PLAN DATE: DRAWN BY: SHEET TITLE: SHEET NUMBER: CONSTRUCTION NOTES SPA SPECIFICATIONS SPA EQUIPMENT LIST SPA SECTION 3 FT 6IN 3 FT 6IN 3FT6IN 3 FT 6IN 3 FT 6IN 3FT6IN 3 FT 6IN 3 FT 6IN PROJECT NAME: THE METT 200 First American Way,HE MET Santa Ana, CA 92707 DEVELOPER: Legado at the MET 121 S. Beverly Drive, Beverly Hills, CA 90212 9/25/2020 100% DD10/05/2020 100% DD 10/16/20 CD PLAN CHECK SUBMITAL SET 3 FT 6IN3FT6IN3FT6IN3FT6IN3FT6IN3FT6IN3FT6IN 2,344 GAL 79 5/14/2021 PRICING SET 1O'X 13' 130 46 13 10'-0" 13 ' - 0 " 13'-0" 8'-10" EQ.EQ. (1) WHISPERFLO 2HP 3-PHASE PUMP (2) 011642 WFK-6 208-230V 6.4 AMP = 98 GPM EACH.. (2) WHISPERFLO 1.5 HP 3 PHASE PUMPS 011643 WFK-8 208-230-460 7.5 AMPS = 106 GPM (PENTAIR) (PENTAIR) CLASS: B/C-53 EXPIRES: 12-31-2 Signature Date 6 27439 BOSTIK CT. TEMECULA, CA 92590 P(951)296-3939 F(951)296-3945 LICENSE# CA-326760 2-25-2026 4 FT 0IN 3 A B DAUTO-FILL SYSTEM AND BLOCKOUT 6" X 6" DEPTH & 'NO DIVING' MARKERS POOL STEPS & HAND RAIL UNDER-WATER LIGHT BLOCKOUT GESKIMMER BLOCKOUTF MAIN DRAINS PRECAST BULLNOSE COPING H SP-4 DETAILS DATE: DRAWN BY: SHEET TITLE: SHEET NUMBER: FT 6IN 3 FT 6IN C WALL RETURN SPA STEPS & HAND RAIL I PROJECT NAME: THE METT 200 First American Way,HE MET Santa Ana, CA 92707 DEVELOPER: Legado at the MET 121 S. Beverly Drive, Beverly Hills, CA 90212 9/25/2020 100% DD10/05/2020 100% DD 10/16/20 CD PLAN CHECK SUBMITAL SET 4 I N M I N 34 I N M I N NOTE: ALL DEPTH MARKERS TO BE SMOOTH CERAMIC TILES ALL DECK MARKERS TO BE UNGLAZED SLIP RESISTANT CERAMIC TILES 5/14/2021 PRICING SET POOL & SPA CLASS: B/C-53 EXPIRES: 12-31-2 Signature Date 6 27439 BOSTIK CT. TEMECULA, CA 92590 P(951)296-3939 F(951)296-3945 LICENSE# CA-326760 2-25-2026 DATE: DRAWN BY: SHEET TITLE: SHEET NUMBER: SP-5 EQUIPMENT ROOM LAYOUT, LIST AND SCHEMATIC OUT EQUIPMENT NOTES SPA EQUIPMENT SCHEMATICPOOL EQUIPMENT SCHEMATIC PROJECT NAME: THE METT 200 First American Way,HE MET Santa Ana, CA 92707 DEVELOPER: Legado at the MET 121 S. Beverly Drive, Beverly Hills, CA 90212 9/25/2020 100% DD10/05/2020 100% DD 10/16/20 CD PLAN CHECK SUBMITAL SET SPA EQUIPMENT LIST POOL EQUIPMENT LIST POOL AND SPA EQUIPMENT ROOM LAYOUT POOL ABOVE SPA ABOVE IN 3" M A I N D R A I N SU C T I O N 3" S K I M M E R S U C T I O N PRESSURE AND VACUUM GAUGES TYP. A vacuum gauge should be installed on the drain port under the strainer basket of the pump. The gauge may also be installed on the pipe after all suction pipes merge before entering the pump. The gauge should not be installed on the port near the impeller; this would measure the pressure not the vacuum. A pressure and vacuum gauge shall be provided for each pump system. Each gauge shall have a scale range approximately 1 ¼ times the maximum anticipated working pressure or vacuum and shall be accurate within 2 percent of scale. The pressure gauge located on the filter shall be marked with the clean start up pressure reading. (3125B.2) IN 3" M A I N D R A I N SU C T I O N 3" S K I M M E R S U C T I O N ALL PLUMBING ROUTING IN GARAGE TO BE CPVC SCH 40 PPE AND CPVC SCH 80 FITTING,ONLY. ALL PLUMBING WITHIN THE POOL AND SPA AND IN THE POOL EQUIPMENT ROOM TO BE SCH 40 PVC PIPE AND FITTINGS. PROVIDE PRESSURE GAUGES ON EACH PUMP LOCATE ON EACH PUMP. ALL PUMPS - CIRC AND JET PUMPS ALL PUMPS 20 GALLON 20 GALLONPOOL AND SPA EQUIPMENT ROOM LAYOUTA CHEMICAL CLASSIFICATION FORM B CHEMICAL TANK INFO C D E DATE: DRAWN BY: SHEET TITLE: CONTRACTOR'S LICENSE NO. 326760, CLASS C-53 MISSION POOLS 22600-E LAMBERT ST. SUITE 1104 LAKE FOREST, CA 92630 (949) 588-0899 SHEET NUMBER: SP-5 EQUIPMENT ROOM LAYOUT, LIST AND SCHEMATIC OUT EQUIP SPA EQUIPMENT SCHEMATICPOOL EQUIPMENT SCHEMATIC 200 First American Way, Santa Ana, CA 92707 DEVELOPER: Legado at the MET 121 S. Beverly Drive, Beverly Hills, CA 90212 5/14/2021 PRICING SET BACHWASH RECEPTACLE (1) WHISPERFLO 2HP 3-PHASE PUMP 011643 WFK-8 208-230-460 7.5 AMPS = 106 GPM (PENTAIR): 40 20 SPA EQUIPMENT LIST (1) WHISPERFLO 2HP 3-PHASE PUMP (2) 011642 WFK-6 208-230V 6.4 AMP = 98 GPM EACH.. (2) WHISPERFLO 1.5 HP 3 PHASE PUMPS 011643 WFK-8 208-230-460 7.5 AMPS = 106 GPM (PENTAIR) (PENTAIR) CLASS: B/C-53 EXPIRES: 12-31-2 Signature Date 6 27439 BOSTIK CT. TEMECULA, CA 92590 P(951)296-3939 F(951)296-3945 LICENSE# CA-326760 2-25-2026 DATE: DRAWN BY: SHEET TITLE: SHEET NUMBER: SP-5 PROJECT NAME: THE METT 200 First American Way,HE MET Santa Ana, CA 92707 DEVELOPER: Legado at the MET 121 S. Beverly Drive, Beverly Hills, CA 90212 9/25/2020 100% DD10/05/2020 100% DD 10/16/20 CD PLAN CHECK SUBMITAL SET POOL EQUIPMENT LIST GS. BONDING TYPICAL BONDING & GROUND NOTE NEUTRAL BUS AMPS VOLTS AIC MAIN BKR LUGSFED FROM MOUNTING ROOM CBCIRCUIT DESCRIPTION LOAD KVA # CKT CIRCUIT DESCRIPTION CKT BKR# CKTCKT BKR A CB LOAD KVA A TOTAL CONNECTED KVA BY PHASE STANDARD MLO 22,000 125 208Y/120V 3P 4W NEMA 4X FLUSH P MSL 100% 20/1 0.696 20/1 0.07 20/120/1 0.10.18 30/230/2 2.041.44 |1.44 |2.04 30/230/2 2.041.44 | |2.041.44 20/1 1 20/1 1 20/120/1 0.51 20/120/1 01 20/1 1 20/1 0 20/120/1 00.1 20/120/1 00.1 20/1 0 20/1 0 20/120/1 00 20/120/1 00 20/1 0 20/1 0 20/120/1 00 20/120/1 00 20/1 0 20/1 0 20/120/1 00 20/120/1 00 LUG LOAD: ,7.25 5.36 8.060 0 0 1.57 1.96 4.08 1.02 18.6 18.6 0.48 0.48 22.1 61.3 SF-1 MAINTENANCE RECEPTACLE SPA JET PUMP 1 SPA JET PUMP 2 POOL FEED PUMP SPA FEED PUMP SPA FEED PUMP POOL FEED PUMP POOL CHEMICAL CONTROL SYSTEM POOL CHEMICAL CONTROL SYSTEM SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE 2F POOL EQ ROOM LIGHTING EPO SPA VAR. SPEED PUMP POOL VAR. SPEED PUMP GFCI POOL LIGHT GFCI SPA LIGHT SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE 21 43 65 87 109 1211 1413 1615 1817 2019 2221 2423 2625 2827 3029 3231 3433 3635 3837 4039 4241 CONN KVA CONN KVA CALC KVACALC KVA LIGHTING (125%) LARGEST MOTOR (25%) MOTORS (100%) RECEPTACLES (50%>10) TOTAL LOAD BALANCED 3-PHASE AMPS UNDER-WATER LIGHT BLOCKOUTE SPA EQUIPMENT LIST PANEL "p" PROVIDED BY ELECTRICAL CONTRACTOR POOL/SPA TIME CLOCKS **** ALL BREAKERS TO BE GFCI PROTECTED A ELECTRIAL PLAN FOR POOL AND SPA EQUIPMENT ROOM LAYOUT NTS CALIFORNIA ELECTRICAL CODE (CEC) SANTA AN MUNICIPAL CODE (SAMC) NFPA - NATIONAL FIRE CODES AS REF CALIFORNIA BUILDING CODE (CBC) CALIFORNIA MECHANICAL COD (CMC) CALIFOPNIA FIRE CODE (CFC) CALIFORNIA ENERGY CODE (TITLE 24, PART 6) 4FT 0IN 3FT6IN 3 FT 6IN 3FT 6IN 3 FT 6IN 3FT 6IN 3 FT 6IN 3FT6IN 3FT6IN 3 FT 6IN 3 FT 6IN 3FT6IN 4FT0IN 4FT 0IN 4FT 0IN 4FT0IN 4FT 0IN 4FT 0IN 4FT 0IN 3FT 6IN 3FT 6IN 3FT 6IN 3FT 6IN 3FT 6IN P D D D D D D P D DD6' (2) #12 & #12 GND 3/4" CONDUIT LED LIGHTS LED LIGHT J-BOX CONDUIT TO EQUIPMENT ROOM N SEE - SCHEMATIC THIS PAGE BOND WIRE NOTE: POOL AND SPA BONDING PER CEC 680.26 (B) (2). 5/14/2021 PRICING SET L1 LED WHITE 5G UNDERWATER LIGHT PENTAIR 601302 100 FT CORD 55 WALL RECESSEDTIME CLOCKNO NICHE TO BE PVC120/13,600 6,7003 (1) WHISPERFLO 2HP 3-PHASE PUMP 011643 WFK-8 208-230-460 7.5 AMPS = 106 GPM (PENTAIR): 40 20 (1) WHISPERFLO 2HP 3-PHASE PUMP (2) 011642 WFK-6 208-230V 6.4 AMP = 98 GPM EACH.. (2) WHISPERFLO 1.5 HP 3 PHASE PUMPS 011643 WFK-8 208-230-460 7.5 AMPS = 106 GPM (PENTAIR) (PENTAIR) 2 HP PUMP 2 HP PUMP PANEL "P" 2022 2022 2022 2022 APPLICABLE BUILIND STANDARDS ‘Equipotential Bonding Grid…’ POOL AND SPA ELECTRICAL PLAN VIEW GFCI protect receptacle outlets ( none at pool area). NOTE: Per CEC 680.22 (A)(1) ‘Where a permanently installed pool is installed, no fewer than one 125-volt, 15- or 20-ampere receptacle on a general-purpose branch circuit shall be located not less than 1.83 m (6 ft) from, and not more than 6.0 m (20 ft) from, the inside wall of the pool. This receptacle shall be located not more than 2.0 m (6 ft 6 in.) above the floor, platform, or grade level serving the pool.’ CLASS: B/C-53 EXPIRES: 12-31-2 Signature Date 6 27439 BOSTIK CT. TEMECULA, CA 92590 P(951)296-3939 F(951)296-3945 LICENSE# CA-326760 2-25-2026 DATE: DRAWN BY: SHEET TITLE: SHEET NUMBER: SP-5 PROJECT NAME: THE METT 200 First American Way,HE MET Santa Ana, CA 92707 DEVELOPER: Legado at the MET 121 S. Beverly Drive, Beverly Hills, CA 90212 9/25/2020 100% DD10/05/2020 100% DD 10/16/20 CD PLAN CHECK SUBMITAL SET POOL EQUIPMENT LIST GS. BONDING TYPICAL BONDING & GROUND NOTE NEUTRAL BUS AMPS VOLTS AIC MAIN BKR LUGSFED FROM MOUNTING ROOM CBCIRCUIT DESCRIPTION LOAD KVA # CKT CIRCUIT DESCRIPTION CKT BKR# CKTCKT BKR A CB LOAD KVA A TOTAL CONNECTED KVA BY PHASE STANDARD MLO 22,000 125 208Y/120V 3P 4W NEMA 4X FLUSH P MSL 100% 20/1 0.696 20/1 0.07 20/120/1 0.10.18 30/230/2 2.041.44 |1.44 |2.04 30/230/2 2.041.44 | |2.041.44 20/1 1 20/1 1 20/120/1 0.51 20/120/1 01 20/1 1 20/1 0 20/120/1 00.1 20/120/1 00.1 20/1 0 20/1 0 20/120/1 00 20/120/1 00 20/1 0 20/1 0 20/120/1 00 20/120/1 00 20/1 0 20/1 0 20/120/1 00 20/120/1 00 LUG LOAD: ,7.25 5.36 8.060 0 0 1.57 1.96 4.08 1.02 18.6 18.6 0.48 0.48 22.1 61.3 SF-1 MAINTENANCE RECEPTACLE SPA JET PUMP 1 SPA JET PUMP 2 POOL FEED PUMP SPA FEED PUMP SPA FEED PUMP POOL FEED PUMP POOL CHEMICAL CONTROL SYSTEM POOL CHEMICAL CONTROL SYSTEM SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE 2F POOL EQ ROOM LIGHTING EPO SPA VAR. SPEED PUMP POOL VAR. SPEED PUMP GFCI POOL LIGHT GFCI SPA LIGHT SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE 21 43 65 87 109 1211 1413 1615 1817 2019 2221 2423 2625 2827 3029 3231 3433 3635 3837 4039 4241 CONN KVA CONN KVA CALC KVACALC KVA LIGHTING (125%) LARGEST MOTOR (25%) MOTORS (100%) RECEPTACLES (50%>10) TOTAL LOAD BALANCED 3-PHASE AMPS UNDER-WATER LIGHT BLOCKOUTE SPA EQUIPMENT LIST PANEL "p" PROVIDED BY ELECTRICAL CONTRACTOR POOL/SPA TIME CLOCKS **** ALL BREAKERS TO BE GFCI PROTECTED A ELECTRIAL PLAN FOR POOL AND SPA POOL AND SPA ELECTRICAL PLAN VIEW EQUIPMENT ROOM LAYOUT NTS APPLICATION BUILDING STANDARDS 2019 CALIFORNIA ELECTRICAL CODE (CEC) SANTA AN MUNICIPAL CODE (SAMC) NFPA - NATIONAL FIRE CODES AS REF 2019 CALIFORNIA BUILDING CODE (CBC) 2019 CALIFORNIA MECHANICAL COD (CMC) 2019 CALIFOPNIA FIRE CODE (CFC) CALIFORNIA ENERGY CODE (TITLE 24, PART 6) 4FT 0IN 3FT6IN 3 FT 6IN 3FT 6IN 3 FT 6IN 3FT 6IN 3 FT 6IN 3FT6IN 3FT6IN 3 FT 6IN 3 FT 6IN 3FT6IN 4FT0IN 4FT 0IN 4FT 0IN 4FT0IN 4FT 0IN 4FT 0IN 4FT 0IN 3FT 6IN 3FT 6IN 3FT 6IN 3FT 6IN 3FT 6IN P D D D D D D P D DD6' (2) #12 & #12 GND 3/4" CONDUIT LED LIGHTS LED LIGHT J-BOX CONDUIT TO EQUIPMENT ROOM N EQUIPMENTAL BONDING GRID SEE - SCHEMATIC THIS PAGE BOND WIRE NOTE: POOL AND SPA BONDING PER CEC 680.26 (B) (2). 5/14/2021 PRICING SET L1 LED WHITE 5G UNDERWATER LIGHT PENTAIR 601302 100 FT CORD 55 WALL RECESSEDTIME CLOCKNO NICHE TO BE PVC120/13,600 6,7003 2-26-2025 (1) WHISPERFLO 2HP 3-PHASE PUMP 011643 WFK-8 208-230-460 7.5 AMPS = 106 GPM (PENTAIR): 40 20 (1) WHISPERFLO 2HP 3-PHASE PUMP (2) 011642 WFK-6 208-230V 6.4 AMP = 98 GPM EACH.. (2) WHISPERFLO 1.5 HP 3 PHASE PUMPS 011643 WFK-8 208-230-460 7.5 AMPS = 106 GPM (PENTAIR) (PENTAIR) 2 HP PUMP 2 HP PUMP 251231 DATE: DRAWN BY: SHEET TITLE: SHEET NUMBER: SP-7 CAVITY PLAN POOL AND SPA CAVITY PLANA PROJECT NAME: THE METT 200 First American Way,HE MET Santa Ana, CA 92707 DEVELOPER: Legado at the MET 121 S. Beverly Drive, Beverly Hills, CA 90212 9/25/2020 100% DD10/05/2020 100% DD 10/16/20 CD PLAN CHECK SUBMITAL SET 5/14/2021 PRICING SET CLASS: B/C-53 EXPIRES: 12-31-2 Signature Date 6 27439 BOSTIK CT. TEMECULA, CA 92590 P(951)296-3939 F(951)296-3945 LICENSE# CA-326760 2-25-2026 10/05/2020 100% DD DATE: DRAWN BY: SHEET TITLE: SHEET NUMBER: PROJECT NAME: THE METT 200 First American Way,HE MET Santa Ana, CA 92707 DEVELOPER: Legado at the MET 121 S. Beverly Drive, Beverly Hills, CA 90212 9/25/2020 100% DD SP-8 STRUCTURAL ENGINEERING POOL AND SPA 10/05/2020 100% DD 10/16/20 CD PLAN CHECK SUBMITAL SET Digitally signed by Todd Lacher on 07/21/2025 - 1753081200 - 25-06313-dg Digitally signed by Todd Lacher on 07/21/2025 - 1753081200 - 25-06313-dg 7/21/2025 - 1753081200 - 25-06313-dg Digitally signed by Todd Lacher on 07/21 CLASS: B/C-53 EXPIRES: 12-31-2 Signature Date 6 27439 BOSTIK CT. TEMECULA, CA 92590 P(951)296-3939 F(951)296-3945 LICENSE# CA-326760 2-25-2026 CONTINUOUS 360 ROTATION 0.15 6.00 ANCHOR NOTE: 0.65 25.50 MAX. SETBACK 1.11 43.61 1 DIMENSIONS VARY WITH SPECIFIC APPLICATIONS. SPECIFICATIONS ARE NOMINAL AND ARE SUBJECT TO CHANGE. PLEASE CONTACT SPECTRUM AQUATICS FOR CUSTOM APPLICATIONS. ENGINEERING DATA PRODUCT: MOTION TREK 350 DLX PRODUCT #: 153121-DLX MATERIAL: 304L STAINLESS STEEL 7100 Spectrum Lane Missoula, Montana 59808 800.791.8056 www.spectrumaquatics.com REVISION: A Thursday, July 21, 2016 10:28:48 AM 1. 7 8 69 . 9 9 1. 0 8 42 . 5 7 0. 4 6 18 . 0 0 0. 8 0 31 . 5 1 0. 2 9 11 . 5 4 0. 7 5 29 . 5 4 4" 101.6mm MIN CORE DRILL DIAMETER 2 7/8" 73.0mm A 2 3/8" 61.0mm 6" 152.8mm 6 1/2" 165.1mm A SECTION A-A ANCHOR CAP KEY ANCHOR CAP BONDING BOLT NOTE: 1 DIMENSIONS VARY WITH SPECIFIC APPLICATIONS. SPECIFICATIONS ARE NOMINAL AND ARE SUBJECT TO CHANGE. PLEASE CONTACT SPECTRUM PRODUCTS FOR CUSTOM APPLICATIONS. ENGINEERING DATA 7100 SPECTRUM LANE MISSOULA, MT 59808 VOICE: 406.542.9781 FAX: 406.542.1158 PRODUCT:2.375" COPOLYMER LIFT ANCHOR PRODUCT #:28510-00 REVISION: MATERIAL: X1+ ANCHOR FOUNDATION 7100 Spectrum Lane Missoula, Montana 59808 800.791.8056 www.spectrumaquatics.com 7100 SPECTRUM LANE MISSOULA, MT 59808 VOICE: 406.542.9781 FAX: 406.542.1158 ACCESSIBLE NOTES ACCESSIBLE LIFT NOTES February 11, 2020 Shane Clagett Spectrum Aquatics 7100 Spectrum Lane Missoula, MT 59808 Re: Motion Trek 350 –Footing Justification Shane, We have reviewed the concrete anchorage design for the Spectrum Aquatics Motion Trek 350 Pool Lift and provided justification for the footing design and anchorage. The design was verified using the 2018 International Building Code (2018 IBC), 2019 California Building Code (2019 CBC), 2014 American Concrete Institute 318 (ACI 318-14), and the 2016 American Society of Civil Engineers 7 (ASCE 7-16). In accordance with the strength design method, load factors of 1.2 and 1.6 were applied to the dead load and live load provided by Spectrum Aquatics. The base plate and lift components were not a part of our design scope. The lift was analyzed under a live load of 350 lb in addition to the lift’s weight of 109 lb. The anchorage solution utilizes a 6” long 2.375” diameter post embedded into the concrete. For post installed anchorage, it is recommended that either ‘Hilti’ HY-200 or ‘Simpson’ SET-XP, or an approved alternative adhesive be used to set post installed elements. Plan view and section view details are provided for additional information. The lift should be placed on a 12 inches deep reinforced concrete pad. The surrounding grade should be excavated to allow for the pad to be poured flush with the surrounding slab. It is recommended that the foundation pad for the lift be a minimum of 2’-6” long and 2’-6” wide. It is acceptable to have the perimeter of the pad slope at a ratio of 1:1 to assist in the concrete pour. The pad should be reinforced with a mat of 4-#4 reinforcing bars each way top and bottom. See the attached details. It is recommended that these bars be developed into the adjacent slab a minimum of 24 inches on all sides where sufficient material exists. Where existing slab occurs, this should be done by drilling and epoxying the reinforcement in the pad into the existing slab. The use of Hilti HY- 200, Simpson SET-XP, or an alternative adhesive should be used with a minimum embedment of 5 inches. DCI Engineers cannot ensure the adequacy of the surrounding pool deck due to unknown factors including the deck’s concrete compressive strength, thickness, and reinforcing. It is recommended that in locations where existing slab occurs, a 2’-7” square be saw cut, removed, and replaced with the concrete pad specified. DESIGN CRITERIA MOTION TREK 350 – BASE DESIGN GENERAL DESIGN CODES 2019 California Building Code (CBC) 2018 International Building Code (IBC) 2014 American Concrete Institute (ACI) 2016 American Society of Civil Engineers 7 (ASCE) DEAD LOAD WEIGHT OF LIFT 109 lbs LOAD FACTOR 1.2 LIVE LOAD WEIGHT OF USER 350 lbs LOAD FACTOR 1.6 SEISMIC LOADS SITE CLASS D SDS 1.7 Maximum IMPORTANCE FACTOR 1.0 SEISMIC USE GROUP 1 MATERIALS STEEL MEMBERS UNO 304 S.S. ANCHOR BOLTS ASTM A325 or Better CONCRETE 28 DAY f’c 3000 psi REINFORCING BAR, Fy ASTM A615 Grade 60 WELD METAL F7X-EXXX or E70XX PREAPPROVED EPOXY ‘Simpson’ Set-XP or ‘Hilti’ HY-200 SOIL (ASSUMED) ALLOWABLE BRG PRESSURE 1500 psf ALLOWABLE LATERAL BRG PRESSURE 100 psf ADA COMPLIANT POOL Lifts SPECTRUMMotion Trek 350 The Motion Trek 350 is an ADA compliant battery powered lift that is self operable from the deck and water with a robust operating system. The Motion Trek 350 is designed for in-ground pools and spas. • Fully ADA Compliant • 350 pound operating load capacity • Self operable from the deck and water • 90 lifts per battery charge • All stainless steel construction (electropolished 304L grade) • Coated with Spectra Shield® for maximum corrosion protection • Stabilizer bar significantly improves lift stability during transfer • Spacious seat with excellent lumbar support designed for ease of transfer • Rotationally and vertically powered with 360 degree continuous powered rotation • Proprietary Robust Operating System and Actuator outperforms the competition • Accommodates pool wall setback of 6” to 22” and water draft up to 12” • Easy to install, even into existing concrete decks • Improved rotation system for a smooth ride 7100 Spectrum Lane Missoula, MT 59808 • 800.791.8056 • SPECTRUMAQUATICS.COM Part# 153121 • R2 10–2016 Part# 153121 - Lift INCLUDES: ADACOMPLIANT Title 24: California Code • One watertight hardwired remote control • Battery and battery charger • Footrest • Deck anchor • Seat belt • Two armrests Lift Cover #47949 ADDITIONAL OPTIONS: Battery #153607 Lift Kit #152161 POOL/SPA HANDICAP LIFT - SPECTRUM- MOTION TREK 27.ADA DETAILS SP-9 DATE: DRAWN BY: SHEET TITLE: SHEET NUMBER: PROJECT NAME: THE METT 200 First American Way,HE MET Santa Ana, CA 92707 DEVELOPER: Legado at the MET 121 S. Beverly Drive, Beverly Hills, CA 90212 9/25/2020 100% DD 10/16/20 CD PLAN CHECK SUBMITAL SET 5/14/2021 PRICING SET CLASS: B/C-53 EXPIRES: 12-31-2 Signature Date 6 27439 BOSTIK CT. TEMECULA, CA 92590 P(951)296-3939 F(951)296-3945 LICENSE# CA-326760 2-25-2026 © 20 1 7 A r c h i t e c t s O r a n g e , L L P d b a A O Th e s e p l a n s a r e c o p y r i g h t p r o t e c t e d . U n d e r s u c h p r o t e c t i o n u n a u t h o r i z e d u s e i s n o t p e r m i t t e d . T h e s e p l a n s s h a l l n o t b e r e p r o d u c e d o r u s e d w i t h o u t w r i t t e n p e sh e e t p l o t t e d : dr a w i n g f i l e n a m e : De c / 2 2 / 2 0 1 9 @ 4 : 0 2 P M f: \ c a d 2 0 1 9 \ 2 0 1 9 - 0 2 2 l a f w h i t t i e r w e s t \ w o r k i n g f i l e s \ 2 0 1 9 - 0 2 2 l a f w h i t t i e r w e s t . d w g SP-10 ADA SPECS DATE: DRAWN BY: SHEET TITLE: SHEET NUMBER: PROJECT NAME: THE METT 200 First American Way,HE MET Santa Ana, CA 92707 DEVELOPER: Legado at the MET 121 S. Beverly Drive, Beverly Hills, CA 90212 9/25/2020 100% DD 10/16/20 CD PLAN CHECK SUBMITAL SET A1.03 3RD STORY FLOOR PLAN A1.04 4TH STORY FLOOR PLAN REET) DIUM) OOF) S1.03S 3RD STORY SHEAR WALL S1.04 OVERALL PLAN -4TH STORY E4.02 UNIT PLANS E4.03 UNIT PLANS E4.04 UNIT PLANS WAP-505 5TH STORY FLOOR PLAN THES PRO BE WR WRIT O VER HO RE ING HO RE INV SP-11 EQUIPMENT SPECS DATE: DRAWN BY: SHEET TITLE: SHEET NUMBER: PROJECT NAME: THE METT 200 First American Way,HE MET Santa Ana, CA 92707 DEVELOPER: Legado at the MET 121 S. Beverly Drive, Beverly Hills, CA 90212 9/25/2020 100% DD 10/16/20 CD PLAN CHECK SUBMITAL SET 5/14/2021 PRICING SET S a pumps__________________ not to scale THREE-PHASE SUPER-DUTY 011641 WFK-4 208-230/460 4.9-4.5/2.3 1 1.65 1.65 UL 1, NSF 2 2 in. x 2 in. 46 G 011642 WFK-6 208-230/460 6.4-6.3/3.2 1-1/2 1.47 2.21 UL 1, NSF 2 2 in. x 2 in.48 H 011643 WFK-8 208-230/460 7.5-7.2/3.6 2 1.30 2.60 UL 1, NSF 2 2 in. x 2 in.51 I 011644 WFK-12 208-230/460 9.8-9.4/4.7 3 1.15 3.45 UL 1, NSF 2 2 in. x 2 in.58 J ESS ETAIL b filters_________________ not to scale FI L T E R S 28 Product Model Effective Filtration Area (Sq. Ft.) Flow Rate Turnover Capacity (In Gal.) 2 Filter Media All Sand Req’d (Lbs.) Ctn Qty. Ctn Wt. (Lbs.)6 Hour 8 Hour 10 Hour Pea Gravel Req’d (Lbs.) Sand Req’d (Lbs.) TRITON C SAND FILTERS 140315 TR 100C- Almond 4.91 98 35,280 47,040 58,800 150 450 600 1 70 140316 TR 140C- Almond 7.06 141 50,760 67,680 84,600 275 650 925 1 82 TRITON C-3 SAND FILTERS 140310 TR 100C-3-Black only 4.91 98 35,280 47,040 58,800 150 450 600 1 65 140342 TR 140C-3-Black only 7.06 141 50,760 67,680 84,600 275 650 925 1 82 TRITON C VALVE OPTIONS 1 261050 2 in. HiFlow w/ plumbing, for sand filters 1 11 261055 2 in. MPV, for sand filters (SM 20-3)1 10 263010 Full-Flow valve, sand filters (will only work on the TR100C and TR140C models)1 7 263080 FullFloXF Valve for Sand, inlet port on top, Pentair 2 in. unions glued on XF Valve CLEAR PRO TECHNOLOGY LATERAL KITS 159029 Clear Pro TR 100C Kit 159031 Clear Pro TR 100C-3 Kit 159030 Clear Pro TR 140C Kit 159032 Clear Pro TR 140C-3 Kit HIGH CAPACITY FIBERGLASS SIDE MOUNT SAND FILTER WITHOUT VALVES This filter series features multiple diverters for increased filtration rates in commercial applications up to 20 GPM/sq. ft. Ordering Information TRITON® C AND TRITON C-3 Dimensions and Performance 1 Valves must be purchased separately. 2 Based on 20 gpm per sq. ft. Tanks are NSF/ANSI 50 approved for 5–20 gpm/sq.ft. WARNING: Cancer and Reproductive Harm. P/N 200174.Awww.p65warnings.ca.gov. ADVERTENCIA: Cáncer y Daño Reproductivo. CALIFORNIA PROPOSITION 65 WARNING AVERTISSEMENT: Peut Causer le Cancer et des Dommages au Système Reproducteur. TR 100 C TR 140C-3 • Maximum Operating Pressure 50 psi • Full 2 in. Drain • 8 in. opening for easy access to sand bed • The Triton C-3 features standard 3 in. flange connections • TR 100C-3 & TR 140C-3 models are available in black only Featured Highlights A (DAS AN -SEGM M2.02 ENLARGED UNIT PLANS █ UNIT PLANS A4.00 UNIT PLAN GENERAL NOTES A4.01 UNIT PLANS - S1, S2, GUEST LOUNGE A4.02 UNIT PLANS - A1, A6, A7 A4.03 UNIT PLANS - B1, B2 A4.04 UNIT PLANS - C2.1, C2.2 A4.05 UNIT PLANS - C4 A4.06 UNIT PLANS - TH1, TH2 A4.07 UNIT PLANS - TH3, TH4 █ VERTICAL CIRCULATION A5.00 VERTICAL CIRCULATION GENERAL NOTES A5.01 STAIR 1 - ENLARGED PLANS & SECTION A5.02 STAIR 2 - ENLARGED PLANS A5.03 STAIR 2 - SECTIONS A5.04 STAIR 3 & ELEVATOR 1&2 - ENLARGED PLANS A5.05 STAIR 3 & ELEVATOR 1&2 SECTIONS A5.06 STAIR 4 - ENLARGED PLANS A5.10 GARAGE ENTRY A5.11 GARAGE RAMP - ENLARGED PLAN AND SECTION █ ENLARGED AMMENITY PLANS A6.01 RESIDENTIAL LOBBY - ENLARGED PLAN A6.02 FINTESS - ENLARGED PLAN A6.03 LOUNGE AND OUTDOOR BBQ █ SCHEDULES AS.20 WINDOW SCHEDULE █ ARCHITECTURAL DETAILS AD2.1 WALL ASSEMBLY DETAILS AD2.2 WALL ASSEMBLY DETAILS AD2.4 FLOOR/CEILING ASSEMBLIES AD3.1 TYPICAL DOOR DETAILS AD3.3 TYPICAL WINDOW DETAILS AD4.1 EXTERIOR DETAILS AD4.3 EXTERIOR DETAILS SHORING LANDSCAPE OWNERS CONSULTANT, SHOWN FOR REFERENCE O L0.00 GENERAL NOTES L1.00 CONSTRUCTION SCHEDULE AND NOTES L1.01 LANDSCAPE OVERALL PLANS L1.03 LANDSCAPE CONSTRUCTION ENLARGEMENT PLANS LEVEL L1.04 LANDSCAPE CONSTRUCTION ENLARGEMENT PLANS LEVEL L1.05 LANDSCAPE CONSTRUCTION ENLARGEMENT PLANS LEVEL L1.11 LANDSCAPE SECTIONS AND ELEVATIONS L1.12 LANDSCAPE SECTIONS AND ELEVATIONS L1.13 LANDSCAPE SECTIONS AND ELEVATIONS L1.21 LANDSCAPE CONSTRUCTION DETAILS L1.22 LANDSCAPE CONSTRUCTION DETAILS L1.23 LANDSCAPE CONSTRUCTION DETAILS LI2.03 LANDSCAPE IRRIGATION NOTE & LEGEND LI2.04 LANDSCAPE IRRIGATION PLAN LEVEL 1 ENLARGEMENT LI2.05 LANDSCAPE IRRIGATION PLAN LEVEL 3 LI2.06 LANDSCAPE IRRIGATION PLAN LEVEL 3 LI2.07 IRRIGATION PLAN DETAILS LP3.00 PLANTING SCHEDULE AND NOTES LP3.01 LANDSCAPE PLANTING PLAN LEVEL 1 ENLARGEMENT LP3.02 LANDSCAPE PLANTING PLAN LEVEL 1 ENLARGEMENT LP3.03 LANDSCAPE PLANTING PLAN LEVEL 1 ENLARGEMENT LP3.04 LANDSCAPE PLANTING PLAN LEVEL 03 (PODIUM) ENLARGEM LP3.05 LANDSCAPE PLANTING PLAN LEVEL 06 (ROOF) ENLARGEME LP3.11 LANDSCAPE PLANTING DETAILS 8.0" 6.0" 5.3" SPECIFICATION SHEET: 45 PUMP SERIES PRODUCT LISTINGS VARY BY MODEL. CONTACT FACTORY FOR DETAILS. SINGLE HEAD FIXED OUTPUT 3174 DeSalvo Road Jacksonville, Florida 32246 Phone 904.641.1666 US Toll Free 800.683.2378 Fax 904.642.1012 www.stenner.com sales@stenner.com Hours of Operation (EST) Mon. – Fri. 7:00 am – 5:30 pm © Stenner Pump Company All Rights Reserved SINGLE HEAD ADJUSTABLE OUTPUT 10.6" 6.0" 5.3" • 45MHP2 • 45MHP10 • 45MHP22 • 45M1 • 45M2 • 45M3 • 45M4 • 45M5 MODELS • 45MPHP2 • 45MPHP10 • 45MPHP22 • 45MP1 • 45MP2 • 45MP3 • 45MP4 • 45MP5 MODELS FEATURES • Positive displacement pump • 3-point roller design assists in anti-siphon protection. • Pump head requires no valves, allows for easy maintenance. • Self-priming against maximum working pressure, foot valve not required. • Pump does not lose prime or vapor lock. • Pumps off-gassing solutions and can run dry. • Output volume is not affected by back pressure. • Injection check valve included w/45MHP & 45MPHP models. • Easy to change pump tube; lubrication is not required. • Pump tubes and pump heads interchange between models. • Models tested by WQA to conform to ANSI/NSF STD 61. • Models tested by ETL to conform to ANSI/NSF STD 50. • All pump accessories included allow a fast and easy installation. SHIPPING WEIGHT 8 lbs (3.6 kg) SHIPPING WEIGHT 6 lbs (2.7 kg) SPECIFICATION SHEET: 45 PUMP SERIES Single Head Maximum Pump Tube gallons liters gallons liters ounces milliliters liters liters milliliters Model Pressure Number per day per day per hour per hour per minute per minute per day per hour per minute 45MHP2*100 psi (6.9 bar) #1 0.3 to 5.0 1.1 to 18.9 0.01 to 0.21 0.05 to 0.79 0.03 to 0.44 0.76 to 13.13 0.9 to 15.1 0.4 to 0.63 0.52 to 10.49 45M1 25 psi (1.7 bar) #1 45MHP10*100 psi (6.9 bar) #2 0.8 to 17.0 3.0 to 64.4 0.03 to 0.71 0.13 to 2.68 0.07 to 1.51 2.08 to 44.65 2.4 to 51.5 0.10 to 2.15 1.67 to 35.76 45M2 25 psi (1.7 bar) #2 45MHP22*100 psi (6.9 bar) #7 2.0 to 40.0 7.6 to 151.4 0.08 to 1.67 0.32 to 6.31 0.18 to 3.55 5.27 to 105.14 6.1 to 121.1 0.25 to 5.05 4.24 to 84.10 45M3 25 psi (1.7 bar) #3 45M4 25 psi (1.7 bar) #4 1.7 to 35.0 6.4 to 132.5 0.07 to 1.46 0.27 to 5.52 0.15 to 3.11 4.44 to 92.01 5.1 to 106.0 0.21 to 4.42 3.54 to 73.61 45M5 25 psi (1.7 bar) #5 2.5 to 50.0 9.5 to 189.3 0.10 to 2.08 0.40 to 7.89 0.22 to 4.44 6.60 to 131.46 7.6 to 151.4 0.32 to 6.31 5.28 to 105.14 Approximate Output @ 60 Hz Approximate Output @ 50 Hz NOTICE:The information within this chart is solely intended for use as a guide.The output data is an approximation based on pumping water under a controlled testing environment.Many variables can affect the output of the pump.Stenner Pump Company recommends that all metering pumps undergo field calibration by means of analytical testing to confirm their outputs. *pump supplied with injection check valve for 26-100 psi applications 45 SERIES PUMP ADJUSTABLE OUTPUT Single Head Maximum Pump Tube gallons liters gallons liters ounces milliliters liters liters milliliters Model Pressure Number per day per day per hour per hour per minute per minute per day per hour per minute 45MPHP2*100 psi (6.9 bar) #1 5.0 18.9 0.21 0.79 0.44 13.13 15.1 0.63 10.49 45MP1 25 psi (1.7 bar) #1 45MPHP10*100 psi (6.9 bar) #2 17.0 64.4 0.71 2.68 1.51 44.65 51.5 2.15 35.76 45MP2 25 psi (1.7 bar) #2 45MPHP22*100 psi (6.9 bar) #7 40.0 151.4 1.67 6.31 3.55 105.14 121.1 5.05 84.10 45MP3 25 psi (1.7 bar) #3 45MP4 25 psi (1.7 bar) #4 35.0 132.5 1.46 5.52 3.11 92.01 106.0 4.42 73.61 45MP5 25 psi (1.7 bar) #5 50.0 189.3 2.08 7.89 4.44 131.43 151.4 6.31 105.14 Approximate Output @ 60 Hz Approximate Output @ 50 Hz 45 SERIES PUMP FIXED OUTPUT SPECIFICATIONS OUTPUT RANGE adjustable models only, 5%-100%, 2.5% increments MAXIMUM WORKING PRESSURE 100psi (1.7 bar) for the following models 45MHP2, 45MHP10, 45MHP22 45MPHP2, 45MPHP10, 45MPHP22 25 psi (6.9 bar) for the following models 45M1, 45M2. 45M3, 45M4, 45M5 45MP1,45MP2, 45MP3, 45MP4, 45MP5 MAXIMUM AMBIENT and FLUID TEMPERATURE 125°F (52° C) MAXIMUM SUCTION LIFT 25' vertical lift MOTOR TYPE 1/30 HP, shaded pole, class B FINAL MOTOR RPM 26 DUTY CYCLE Continuous MOTOR VOLTAGE (AMP DRAW) 120V 60Hz 1PH (1.7) 220V 60Hz 1PH (0.9) 230V 50Hz 1PH (0.9) International 250V 50Hz 1PH (0.9) International POWER CORD PLUG END 120V 60Hz – NEMA 5/15, 230V 50Hz – CEE 7/VII 220V 60Hz – NEMA 6/15, 250V 50Hz – CEE 7/VII WET END COMPONENTS PERISTALTIC TUBE Santoprene® *FDA approved optional Tygothane®** FDA approved TUBE FITTINGS, COMPRESSION NUTS Type 1 rigid PVC-NSF listed SUCTION STRAINER & WEIGHT Type 1 rigid PVC body, ceramic weight – NSF listed SUCTION/DISCHARGE TUBING & FERRULES LDPE polyethylene, NSF and FDA approved CHECK VALVE (injection fitting & body) Type 1 rigid PVC-NSF listed CHECK VALVE DUCKBILL Santoprene®* FDA Approved Pellathane®†(w/Tygothane® tube) OTHER COMPONENTS ALL PUMP HOUSINGS GE Lexan®††Polycarbonate PUMP HEAD ROLLERS LDPE ROLLER BUSHINGS Bronze Oilite ALL FASTENERS Stainless Steel POWER CORD TYPE SJTOW *Santoprene®is a registered trademark of Advanced Elastomer System. **Tygothane®is a registered trademark of Saint-Gobain Performance Plastics. †Pellathane®is a registered trademark of The Dow Company, Midland, MI. ††Lexan®is a registered trademark of General Electric. Consult General Electric for chemical resistance of Lexan®. 3 connecting nuts (1/4" or 3/8") 3 ferrules w/1/4" & 6mm OR 2 ferrules w/3/8" 1 injection check valve (100 psi) OR (1) injection fitting (25 psi) 1 weighted suction line strainer 1 20’ roll of suction/discharge tubing 1/4" or 3/8" in white or UV black 6 mm Europe tubing in white only 1 spare pump tube 1 mounting bracket 1 manual ACCESSORY KIT SHIPPED WITH EACH PUMP The dial ring for adjustable pumps is marked L-10; L=5%, 1-10 indicates 10% increments of maximum output. 0.2 to 3.0 0.8 to 11.4 0.01 to 0.13 0.03 to 0.48 0.02 to 0.27 0.56 to 7.92 0.6 to 9.1 0.03 to 0.38 0.31 to 6.32 0.5 to 10.0 1.9 to 37.9 0.02 to 0.42 0.08 to 1.58 0.04 to 0.89 1.32 to 26.32 1.5 to 30.3 0.06 to 1.26 1.04 to 21.04 1.1 to 22.0 4.2 to 83.3 0.05 to 0.92 0.18 to 3.47 0.10 to 1.96 2.92 to 57.85 3.3 to 66.6 0.14 to 2.78 2.29 to 46.25 3.0 11.4 0.13 0.48 0.27 7.92 9.1 0.38 6.32 10.0 37.9 0.42 1.58 0.89 26.32 30.3 1.26 21.04 22.0 83.3 0.92 3.47 1.96 57.85 66.6 2.78 46.25 spa S) pool DISTRIBUTED ANTENN d metering pumps___________________ not to scale W M4.03 HVAC DETAILS M5.01 HVAC CONTROL DIAGRAMERRCS-101 COVER S ERRCS-501 MU-2C-1S ERRCS-502 MU-2C-2N ERRCS-503 MU-2C-3R ERRCS-504 MU-2C-4T ERRCS-505 MU-2C-5T ERRCS-506 MU-2C - SEC-101 COVER S SEC-401 SITE PLA SEC-501 1ST STO SEC-502 2ND STO SEC-503 3RD STO SEC-504 4TH STO SEC-505 5TH STO SEC-506 ROOF PL FA-101 COVER S FA-501 1ST STO FA-502 2ND STO FA-503 3RD STO FA-504 4TH STO FA-505 5TH STO FA-506 ROOF PLUMBING LEGEND, SYMBOLS, NOTES & ABBREVIATIONS CALCULATIONS SCHEDULES 1ST STORY PLUMBING PLAN 2ND STORY PLUMBING PLAN 3RD STORY PLUMBING PLAN 4TH STORY PLUMBING PLAN 5TH STORY PLUMBING PLAN PLUMBING ROOF PLAN 1ST STORY PLUMBING PLAN -SEGMENT PLAN A 1ST STORY PLUMBING PLAN -SEGMENT PLAN B 2ND STORY PLUMBING PLAN -SEGMENT PLAN A 2ND STORY PLUMBING PLAN -SEGMENT PLAN B 3RD STORY PLUMBING PLAN -SEGMENT PLAN A 3RD STORY PLUMBING PLAN -SEGMENT PLAN B 4TH STORY PLUMBING PLAN -SEGMENT PLAN A 4TH STORY PLUMBING PLAN -SEGMENT PLAN B 5TH STORY PLUMBING PLAN -SEGMENT PLAN A 5TH STORY PLUMBING PLAN -SEGMENT PLAN B ROOF LEVEL PLUMBING PLAN -SEGMENT PLAN A ROOF LEVEL PLUMBING PLAN -SEGMENT PLAN B ENLARGED UNIT PLANS ENLARGED UNIT PLANS ENLARGED UNIT PLANS ENLARGED UNIT PLANS DETAILS DETAILS DETAILS SECURITY (SEC) WIFI ACCESS POINT (WAP) FIRE ALARM (FA) M5.01 HEET RY FLOOR PLAN HEET ST STORY FLOOR PLAN ND STORY FLOOR PLAN RD STORY FLOOR PLAN TH STORY FLOOR PLAN TH STORY FLOOR PLAN ROOF PLAN HEET N - MU-2C RY FLOOR PLAN RY FLOOR PLAN RY FLOOR PLAN RY FLOOR PLAN RY FLOOR PLAN AN HEET RY RY RY RY RY P0.01 P0.02 P0.03 P1.01 P1.02 P1.03 P1.04 P1.05 P1.06 P1.10A P1.10B P1.12A P1.12B P1.14A P1.14B P1.16A P1.16B P1.17A P1.17B P1.18A P1.18B P2.01 P2.02 P2.03 P2.04 P3.00 P3.01 P3.02Need a custom product or more information? Email or Call 877-693-6903. www.ipscontrollers.com Phone: 877-693-6903 Email: info@ipscontrollers.com Fax: 951-693-3224 26111 Ynez Road, Suite C-4, Temecula, CA 92591 Automated pH and Dual ORP Controller with PPM Display and Online Monitoring Application: Complies with California Health Department Requirements to meet Title XXII For installations where health departments require daily logs of FAC (PPM) & pH (requires internet connection), the M920CA will provide reports from the controller system. Maintain consistent pH and sanitizer levels through out the day, assuring the chemicals are balanced and the water is clean and clear. Automatically monitor, adjust and dispense the correct amount of chemicals based on user demand. Check in on activity using your smart phone or tablet. Web-based programming, monitoring, multiple email and testing options for alert notification are built into the M920CA, with optional wireless internet access. Perfect for pools, spas and water features of all sizes, anywhere—hotels, condominiums, aquatic centers, schools, public facilities, homes and more. Quick and simple to operate, easy installation right out of the box and system set up takes just minutes. It’s rare, but if technical support is needed, we are just a phone call away. IPS-M920CA IPS-M920CA Data Sheet Created 4/17 Specifications  Web-based remote monitoring & programming  Optional wireless internet access  pH set level 7.0- 8.0  ORP set level 400-900  Default high/low alert settings  Readout – LED with digital display  Alarm – LED alert display  Push button overfeed adjustment  Push button high/low alert adjustment  Dose Rate – timed or continuous  External visual and audible alarm is an available option  Uses advanced algorithm to calculate FAC (PPM)  Stores and displays CYA levels  Electrical Input/Output 110 VAC  Electrical Input/Output 230 VAC  Electrical Output 110V, 230V, & Dry Contact  Delay time – 1-99 minutes  Tank level inputs – 2  System pre-mounted on 24”x24” hanging board  Compatible with all sanitizing methods  Can be used with Muriatic Acid or CO2  Chemical pump option  Gold-tipped ORP probe for salt pools  Dual ORP, for secondary sanitizer or backup for liquid systems  Lock-out feature  Temperature monitoring & display  Accessories available  NSF Certified for the highest level of code compliance  5-year limited warranty; Made in the USA chemical control_______________ not to scalee Figure 1: This is a typical installation using IPS’ system package, which consists of an M920CA pH/dual ORP Controller, flow cell with switch, and two pumps mounted on the large board. Chemical Pump Chemical Pump Flowcell (1) Suction Line FLOW FLOW FLOW Eﬄuent (to Suction) Waste Inﬂuent (to Return Line) FilterPump FLOW Filter (10) (attach to pipe with clamps) FLOW FLOW Sample pH sensor (3) ORPSensor(4) Typical Installation Note: All chemical must be injected downstream from the heater and ﬂowcell. Main Drain and Skimmer Pressure Diﬀerential Return Line FC100G FLSW SXPH SXORP SXORP-G Valve Jaco Fitting 1/2” Jaco Fitting 1/4” 38tubing Filter 1 2 3 4 5* 6 7 8 9 10 Flow Cell, Complete Flow Switch Only pH Sensor ORP Sensor (Standard Platinum Tip) ORP Sensor (Gold-Tip for Salt Pools) 2-way Flow Cell Valve 1/2” Jaco ﬁtting for sensors 1/4” Jaco ﬁtting for tubing 3/8” tubing for plumbing to/from Flow Cell Filter Strainer IPS Parts List Flow Switch(2)1/2” Jaco Fitting (7) 38tubing (9) Valve (6) * not shown 1/4” Jaco Fitting(7) AD9.2 COMMON AREAS ACCESSIBILITY DETAILS SWIMMING POOL OWNERS CONSULTANT, SHOWN FOR REFERENCE INTERIOR DESIGN Blue-White Industries, Ltd. Dimensions: Pipe Size, Flow Range and Display Model Options: Blue-White Industries, Ltd. R 5300 Business Drive, Huntington Beach, CA 92649 Tel: 714-893-8529 Fax: 714-894-9492 www.blue-white.com Email: sales@blue-white.com Technical data sheet #85000-071 rev.032307 All trademarks are the property of their respective owners. Flow Stream Requirements: Low viscosity fluids with a specific gravity of 1.0. Model Number Matrix: Meter Series 30 = 300 series meter -150 RPF Maximum Temperature vs. Pressure 0 30(2.1) 60(4.1) 90(6.2) 120(8.3) 150(10.3) STATIC PRESSURE PSI (BAR) o o70 F (21 C) o o94 F (34 C) o o118 F (48 C) o o142 F (61 C) o o190 F (88 C) TE M P E R A T U R E o o166 F (74 C)A 6” 6” 6” 6” 6” 6” 6” 7-1/2” 7-1/2” Pipe Size 1” 1-1/4” 1-1/2” 2” 2-1/2” 3” 4” 6” 8” Pipe Size 100 = 1” 125 = 1-1/4” 150 = 1-1/2” 200 = 2” 250 = 2-1/2” 300 = 3” 400 = 4” 600 = 6” 800 = 8” Pipe size, type and saddle material P = Sch 40 IPS Pipe (ASTM-D-1785) T = Copper Tubing type K or type L Calibration Flow Range NONE = Standard Range R = Reduced flow range Models for U.S. IPS Sch40 Pipe (ASTM 1785) GPM Flow Range 5 to 35 2 to 10 15 to 75 5 to 35 20 to 100 9 to 30 40 to 150 15 to 70 60 to 240 80 to 300 40 to 140 125 to 500 250 to 1050 500 to 1900 Pipe Size 1” 1” 1-1/4” 1-1/4” 1-1/2” 1-1/2” 2” 2” 2-1/2” 3” 3” 4” 6” 8” Display in U.S. Gallons and Liters per Minute Model Number F-30100P F-30100PR F-30125P F-30125PR F-30150P F-30150PR F-30200P F-30200PR F-30250P F-30300P F-30300PR F-30400P F-30600P F-30800P 30 LPM Flow Range 20 to 160 8 to 38 60 to 280 30 to 130 75 to 375 30 to 110 150 to 550 60 to 260 225 to 900 300 to 1125 160 to 520 550 to 2000 900 to 3900 2000 to 7200 F-300 Series U/D-300 Series A 6” 6” Pipe Size 1-1/2” 2” A B B 1-9/16” 1-9/16” B 2-7/16” 2-7/16” 2-7/16” 2-7/16” 2-7/16” 2-7/16” 2-7/16” 2-7/16” 2-7/16” FLOW A B Meter Series F = Horizontal Pipe Mount U = Vertical Pipe with Upward Flow D = Vertical Pipe with Downward Flow Models for Copper Tubing types K & L GPM Flow Range 5 to 35 2 to 10 15 to 75 5 to 35 20 to 100 9 to 30 40 to 150 15 to 70 60 to 240 80 to 300 40 to 140 125 to 500 250 to 1050 500 to 1900 Pipe Size 1” 1” 1-1/4” 1-1/4” 1-1/2” 1-1/2” 2” 2” 2-1/2” 3” 3” 4” 6” 8” Display in U.S. Gallons and Liters per Minute Model Number F-30100T F-30100TR F-30125T F-30125TR F-30150T F-30150TR F-30200T F-30200TR F-30250T F-30300T F-30300TR F-30400T F-30600T F-30800T LPM Flow Range 20 to 160 8 to 38 60 to 280 30 to 130 75 to 375 30 to 110 150 to 550 60 to 260 225 to 900 300 to 1125 160 to 520 550 to 2000 900 to 3900 2000 to 7200 Models for Mounting on Horizontal Pipe Models for U.S. IPS Sch40 Pipe (ASTM 1785) GPM Flow Range 20 to 100 20 to 100 9 to 30 9 to 30 40 to 150 40 to 150 18 to 70 18 to 70 Pipe Size 1-1/2” 1-1/2” 1-1/2” 1-1/2” 2” 2” 2” 2” Display in U.S. Gallons and Liters per Minute Model Number U-30150P D-30150P U-30150PR D-30150PR U-30200P D-30200P U-30200PR D-30200PR LPM Flow Range 75 to 375 75 to 375 30 to 120 30 to 120 150 to 550 150 to 550 70 to 280 70 to 280 Models for Copper Tubing types K & L Display in U.S. Gallons and Liters per Minute Models for Mounting on Vertical Pipe Flow Direction UP DOWN UP DOWN UP DOWN UP DOWN GPM Flow Range 20 to 100 20 to 100 9 to 30 9 to 30 40 to 150 40 to 150 18 to 70 18 to 70 Pipe Size 1-1/2” 1-1/2” 1-1/2” 1-1/2” 2” 2” 2” 2” Model Number U-30150T D-30150T U-30150TR D-30150TR U-30200T D-30200T U-30200TR D-30200TR LPM Flow Range 75 to 375 75 to 375 30 to 120 30 to 120 150 to 550 150 to 550 70 to 280 70 to 280 Flow Direction UP DOWN UP DOWN UP DOWN UP DOWN Pitot Tube Insertion Meters Nominal Pipe Diameter Minimum Inlet Pipe Length Minimum Outlet Pipe Length 3 inch 30 inch (10 X 3”) 12 inch (4 X 3”) 1-1/2 inch 15 inch (10 x 1.5”) 6 inch (4 x 1.5”) 6 inch 60 inch (10 x 6”) 24 inch (4 x 6”) Pipe Requirements:...... IPS inch pipe size (ASTM-D-1785) o oMax. Psi (bar):............... 150 PSI (10.3 bar) @ 70 F (21 C) o oMax. fluid temp.: .......... 190 F (88 C) @ 0 PSI o o o oMax. ambient temp.:.....14 to 110 F/ -10 to 43 C Note: Temperature & Pressure ratings of meter only. Actual pipe rating may vary. Features: Dual GPM/LPM scale printed on both sides of the meter. 1” through 8” pipe sizes. Flow rateS from 2 to 1900 GPM (8 to 7200 LPM). Corrosion resistant 316SS or Teflon internal float materials. Blue-White Industries, Ltd. Pitot Tube Insertion Meters Clamp-on Insertion Mount Specifications: Materials of Construction: Meter Body:...........Cast Acrylic Float:......................Standard range models = 316SS Low range models = Teflon Dual GPM / LPM scale One piece machined acrylic body. Mounts to existing pipe. No unions or adapters required. Models for mounting on horizontal or vertical pipe. Mounting clamps and gasket included. Full scale accuracy:.............. +/- 10% Power requirement:.............. No power required Enclosure:............................. NEMA 4X (IP56) Approximate shipping wt: ... 1”-4” units: 1 lb. (.45 kg) 6”-8”units: 2 lb. (.91 kg) Installation Requirements: Minimum Straight Pipe Length Requirements The meter’s accuracy is affected by disturbances such as pumps, elbows, tees, valves, etc., in the flow stream. Install the meter in a straight run of pipe as far as possible from any disturbances. The distance required for accuracy is 10 times the nominal pipe diameter before the meter and 4 times the nominal pipe diameter after the meter. Mounting location F series meters must be mounted at the vertical (twelve o'clock) position on horizontal pipe only. U & D series meters must be mounted on vertical pipe only. The pipe must be completely full of water at all times. See the minimum straight length of pipe requirement chart above. The meter can accurately measure flow from one direction only. U-series meters measure upward flows only. D-series meters measure downward flows only. The meter is designed to withstand outdoor conditions. F-300 Engineering and Technical Data Gasket:.................. Neoprene Pipe Clamp:...........300 series Stainless Steel Pitot screw:...........1” thru 2” models only. 300 series stainless Steel MINIMUM INPUT LENGTH MINIMUM OUTPUT LENGTH I.D.FLOW Horizontal Mount FLOW No Vertical Mount MINIMUM INPUT LENGTH MINIMUM OUTPUT LENGTH I. D . FL O W FL O W Example of Minimum Straight Pipe Length Requirements D-300 U-300 F-300 SERIES MINIMUM INPUT LENGTH MINIMUM OUTPUT LENGTH I.D.FLOW No Horizontal Mount U-300 & D-300 SERIES MINIMUM INPUT LENGTH MINIMUM OUTPUT LENGTH I. D . FL O W Vertical Mount F-300U-300 f flowmeters_________________ not to scale A (DAS M1.16B ROOF LEVEL MECHANICA M2.01 ENLARGED UNIT PLANS M2.02 ENLARGED UNIT PLANS A1.05 5TH STORY FLOOR PLAN A1.06 ROOF PLAN █ ENLARGED SEGMENT PLANS A1.10A 1ST STORY - SEGMENT PLAN A A1.10B 1ST STORY - SEGMENT PLAN B A1.11A 1ST STORY - SEGMENT A - SLAB PLAN A1.11B 1ST STORY - SEGMENT B - SLAB PLAN A1.12A 2ND STORY - SEGMENT PLAN A A1.12B 2ND STORY - SEGMENT PLAN B A1.13A 2ND STORY - SEGMENT A - SLAB PLAN A1.13B 2ND STORY - SEGMENT B - SLAB PLAN A1.14A 3RD STORY - SEGMENT PLAN A A1.14B 3RD STORY - SEGMENT PLAN B A1.15A 3RD STORY - SEGMENT A - SLAB PLAN A1.15B 3RD STORY - SEGMENT B - SLAB PLAN A1.16A 4TH STORY - SEGMENT PLAN A A1.16B 4TH STORY - SEGMENT PLAN B A1.17A 5TH STORY - SEGMENT PLAN A A1.17B 5TH STORY - SEGMENT PLAN B A1.18A ROOF - SEGMENT PLAN A A1.18B ROOF - SEGMENT PLAN B █ OVERALL RCP A1.32 3RD STORY - OVERALL RCP █ EXTERIOR ELEVATIONS A2.10 EXTERIOR ELEVATIONS A2.11 EXTERIOR ELEVATIONS A2.12 COURTYARD ELEVATIONS █ ENLARGED EXTERIOR ELEVATIONS & WALL SECTIONS A2.31 ENLARGED ELEVATIONS & WALL SECTIONS A2.32 ENLARGED ELEVATIONS & WALL SECTIONS A2.33 ENLARGED ELEVATIONS & WALL SECTIONS A2.34 ENLARGED ELEVATIONS & WALL SECTIONS A2.35 ENLARGED ELEVATIONS & WALL SECTIONS A2.36 ENLARGED ELEVATIONS & WALL SECTIONS █ OVERALL SECTIONS A3.10 OVERALL BUILDING SECTIONS CIVIL (OFF-SITE) OWNERS CONSULTANT, SHOWN FOR REFERENCE ONLY DRY UTILITIES OWNERS CONSULTANT, SHOWN FOR REFERENCE ONLY CIVIL (ON-SITE) OWNERS CONSULTANT, SHOWN FOR REFERENCE ONLY C1.00 TITLE SHEET C1.01 EXISTING CONDITIONS C1.02 HORIZONTAL CONTROL PLAN C2.01 GRADING PLAN C2.02 PODIUM GRADING PLAN C3.01 UTILITY PLAN C3.02 STORM DRAIN PLAN C3.03 FIRST LEVEL LOW IMPACT DEVELOPMENT (LID) PLAN C3.04 PODIUM LEVEL LOW IMPACT DEVELOPMENT (LID) PLAN C4.01 FIRE ACCESS PLAN C5.01 DETAILS c heaters_____________________ not to scale ETi™ 400 pentairpool.com NEW! THE HIGHEST EFFICIENCY EVER. THE LONGEST-LASTING HEAT EXCHANGER EVER BUILT. ETi™ 400 HIGH-EFFICIENCY HEATER Easy to vent properly Fully sealed Category IV direct-air vent does not require large room openings for combustion air. Ultra-quiet operation Great for you, great for your neighbors. Install in left or right orientation Rotatable front door allows control pad to be rotated 180 degrees, so this heater can be plumbed on the right- or left-hand side. The TradeGrade family of products is exclusively made for and sold by the world’s most demanding pool professionals. More staying power.More saving power. INTRODUCING THE TITANTOUGHTM DIRECT-FIRE TITANIUM HEAT EXCHANGER FOR UNMATCHED DURABILITY AND EFFICIENCY. The new ETiTM 400 High-Efficiency Heater brings you the TitanTough Heat Exchanger, the longest-lasting heat exchanger ever built. It’s the first direct-fire heat exchanger in the industry with titanium ASME-certified construction. And, it’s designed to stand up to the harshest water conditions. The TitanTough heat exchanger leads to another first: 96% thermal efficiency, the highest of any pool heater. So, you heat your pool for less and reduce emissions—all in a heater that’s ultra quiet in operation and easy to install, both indoors and out. The highest corrosion resistance ever built into a gas-fired pool heat exchanger ASME-certified pure titanium direct-fire heat exchanger. Incredible 96% energy efficiency Extraordinarily efficient gas-fired heater gets more heat into pool water faster. Convenient installation Flexible venting options, left or right plumbing orientation and certified for indoor and outdoor installation. More staying power.More saving power. INTRODUCING THE TITANTOUGHTM DIRECT-FIRE TITANIUM HEAT EXCHANGER FOR UNMATCHED DURABILITY AND EFFICIENCY. The new ETiTM 400 High-Efficiency Heater brings you the TitanTough Heat Exchanger, the longest-lasting heat exchanger ever built. It’s the first direct-fire heat exchanger in the industry with titanium ASME-certified construction. And, it’s designed to stand up to the harshest water conditions. The TitanTough heat exchanger leads to another first: 96% thermal efficiency, the highest of any pool heater. So, you heat your pool for less and reduce emissions—all in a heater that’s ultra quiet in operation and easy to install, both indoors and out. The highest corrosion resistance ever built into a gas-fired pool heat exchanger ASME-certified pure titanium direct-fire heat exchanger. Incredible 96% energy efficiency Extraordinarily efficient gas-fired heater gets more heat into pool water faster. Convenient installation Flexible venting options, left or right plumbing orientation and certified for indoor and outdoor installation. CLASS: B/C-53 EXPIRES: 12-31-2 Signature Date 6 27439 BOSTIK CT. TEMECULA, CA 92590 P(951)296-3939 F(951)296-3945 LICENSE# CA-326760 2-25-2026 A1.05 5TH STORY FLOOR PLAN A1.06 ROOF PLAN █ ENLARGED SEGMENT PLANS A1.10A 1ST STORY - SEGMENT PLAN A A1.10B 1ST STORY - SEGMENT PLAN B A1.11A 1ST STORY - SEGMENT A - SLAB PLAN A1.11B 1ST STORY - SEGMENT B - SLAB PLAN A1.12A 2ND STORY - SEGMENT PLAN A A1.12B 2ND STORY - SEGMENT PLAN B A1.13A 2ND STORY - SEGMENT A - SLAB PLAN A1.13B 2ND STORY - SEGMENT B - SLAB PLAN A1.14A 3RD STORY - SEGMENT PLAN A A1.14B 3RD STORY - SEGMENT PLAN B A1.15A 3RD STORY - SEGMENT A - SLAB PLAN A1.15B 3RD STORY - SEGMENT B - SLAB PLAN A1.16A 4TH STORY - SEGMENT PLAN A A1.16B 4TH STORY - SEGMENT PLAN B A1.17A 5TH STORY - SEGMENT PLAN A A1.17B 5TH STORY - SEGMENT PLAN B A1.18A ROOF - SEGMENT PLAN A A1.18B ROOF - SEGMENT PLAN B █ OVERALL RCP A1.32 3RD STORY - OVERALL RCP █ EXTERIOR ELEVATIONS A2.10 EXTERIOR ELEVATIONS A2.11 EXTERIOR ELEVATIONS A2.12 COURTYARD ELEVATIONS █ ENLARGED EXTERIOR ELEVATIONS & WALL SECTIONS A2.31 ENLARGED ELEVATIONS & WALL SECTIONS A2.32 ENLARGED ELEVATIONS & WALL SECTIONS A2.33 ENLARGED ELEVATIONS & WALL SECTIONS A2.34 ENLARGED ELEVATIONS & WALL SECTIONS A2.35 ENLARGED ELEVATIONS & WALL SECTIONS A2.36 ENLARGED ELEVATIONS & WALL SECTIONS █ OVERALL SECTIONS A3.10 OVERALL BUILDING SECTIONS █ UNIT PLANS A4.00 UNIT PLAN GENERAL NOTES A4.01 UNIT PLANS - S1, S2, GUEST LOUNGE A4.02 UNIT PLANS - A1, A6, A7 A4.03 UNIT PLANS - B1, B2 A4.04 UNIT PLANS - C2.1, C2.2 A4.05 UNIT PLANS - C4 A4.06 UNIT PLANS - TH1, TH2 A4.07 UNIT PLANS - TH3, TH4 █ VERTICAL CIRCULATION A5.00 VERTICAL CIRCULATION GENERAL NOTES A5.01 STAIR 1 - ENLARGED PLANS & SECTION A5.02 STAIR 2 - ENLARGED PLANS A5.03 STAIR 2 - SECTIONS A5.04 STAIR 3 & ELEVATOR 1&2 - ENLARGED PLANS A5.05 STAIR 3 & ELEVATOR 1&2 SECTIONS A5.06 STAIR 4 - ENLARGED PLANS A5.10 GARAGE ENTRY A5.11 GARAGE RAMP - ENLARGED PLAN AND SECTION █ ENLARGED AMMENITY PLANS A6.01 RESIDENTIAL LOBBY - ENLARGED PLAN A6.02 FINTESS - ENLARGED PLAN A6.03 LOUNGE AND OUTDOOR BBQ █ SCHEDULES AS.20 WINDOW SCHEDULE █ ARCHITECTURAL DETAILS AD2.1 WALL ASSEMBLY DETAILS AD2.2 WALL ASSEMBLY DETAILS AD2.4 FLOOR/CEILING ASSEMBLIES AD3.1 TYPICAL DOOR DETAILS AD3.3 TYPICAL WINDOW DETAILS AD4.1 EXTERIOR DETAILS AD4.3 EXTERIOR DETAILS AD9.1 UNIT ACCESSIBILITY DETAILS AD9.2 COMMON AREAS ACCESSIBILITY DETAILS SHORING LANDSCAPE CIVIL (OFF-SITE) OWNERS CONSULTANT, SHOWN FOR REFERENCE ONLY OWNERS CONSULTANT, SHOWN FOR REFERENCE ONLY DRY UTILITIES OWNERS CONSULTANT, SHOWN FOR REFERENCE ONLY FACADE ACCESS SWIMMING POOL OWNERS CONSULTANT, SHOWN FOR REFERENCE ONLY INTERIOR DESIGN CIVIL (ON-SITE) OWNERS CONSULTANT, SHOWN FOR REFERENCE ONLY MECHANICAL LIGHTING DISTRIBUTED ANTENNA (DAS) SECURITY (SEC) RESCUE ASSISTANCE -2 WAY COMM. (RA) C1.00 TITLE SHEET C1.01 EXISTING CONDITIONS C1.02 HORIZONTAL CONTROL PLAN C2.01 GRADING PLAN C2.02 PODIUM GRADING PLAN C3.01 UTILITY PLAN C3.02 STORM DRAIN PLAN C3.03 FIRST LEVEL LOW IMPACT DEVELOPMENT (LID) PLAN C3.04 PODIUM LEVEL LOW IMPACT DEVELOPMENT (LID) PLAN C4.01 FIRE ACCESS PLAN C5.01 DETAILS L0.00 GENERAL NOTES L1.00 CONSTRUCTION SCHEDULE AND NOTES L1.01 LANDSCAPE OVERALL PLANS L1.03 LANDSCAPE CONSTRUCTION ENLARGEMENT PLANS LEVEL01 (STREET) L1.04 LANDSCAPE CONSTRUCTION ENLARGEMENT PLANS LEVEL03 (PODIUM) L1.05 LANDSCAPE CONSTRUCTION ENLARGEMENT PLANS LEVEL 06 (ROOF) L1.11 LANDSCAPE SECTIONS AND ELEVATIONS L1.12 LANDSCAPE SECTIONS AND ELEVATIONS L1.13 LANDSCAPE SECTIONS AND ELEVATIONS L1.21 LANDSCAPE CONSTRUCTION DETAILS L1.22 LANDSCAPE CONSTRUCTION DETAILS L1.23 LANDSCAPE CONSTRUCTION DETAILS LI2.03 LANDSCAPE IRRIGATION NOTE & LEGEND LI2.04 LANDSCAPE IRRIGATION PLAN LEVEL 1 ENLARGEMENT LI2.05 LANDSCAPE IRRIGATION PLAN LEVEL 3 LI2.06 LANDSCAPE IRRIGATION PLAN LEVEL 3 LI2.07 IRRIGATION PLAN DETAILS LP3.00 PLANTING SCHEDULE AND NOTES LP3.01 LANDSCAPE PLANTING PLAN LEVEL 1 ENLARGEMENT LP3.02 LANDSCAPE PLANTING PLAN LEVEL 1 ENLARGEMENT LP3.03 LANDSCAPE PLANTING PLAN LEVEL 1 ENLARGEMENT LP3.04 LANDSCAPE PLANTING PLAN LEVEL 03 (PODIUM) ENLARGEMENT LP3.05 LANDSCAPE PLANTING PLAN LEVEL 06 (ROOF) ENLARGEMENT LP3.11 LANDSCAPE PLANTING DETAILS WIFI ACCESS POINT (WAP) FIRE ALARM (FA) S1.04S 4TH STORY SHEAR WALL S1.05 OVERALL PLAN -5TH STORY S1.05S 5TH STORY SHEAR WALL S1.06 OVERALL PLAN -ROOF PLAN S1.07 OVERALL PLAN -HIGH ROOF PLAN S3.00 CONCRETE SHEARWALL ELEVATIONS S3.01 CONCRETE SHEARWALL ELEVATIONS S4.00 TYPICAL CONCRETE DETAILS S4.01 TYPICAL CONCRETE DETAILS S4.02 TYPICAL CONCRETE DETAILS S4.03 TYPICAL CONCRETE DETAILS S4.04 TYPICAL CONCRETE DETAILS S4.05 TYPICAL CONCRETE DETAILS S4.10 TYPICAL POST-TENSIONED CONCRETE DETAILS S4.20 TYPICAL CMU DETAILS S5.00 TYPICAL STEEL DETAILS S5.10 TYPICAL STEEL DETAILS S6.00 TYPICAL WOOD DETAILS S6.01 TYPICAL WOOD DETAILS S6.02 TYPICAL WOOD DETAILS EBM0.0 COVER SHEET EBM1.1 PARTIAL COMPOSITE ROOF PLAN MU-2C EBM1.3 EQUIPMENT PATH OF TRAVEL MU-2C EBM6.0 EBM FORCES APPLIED TO STRUCTURE E5.01 ENLARGED PLANS M0.01 COVER SHEET M0.02 GREEN CODE NOTES M0.04 HVAC EQUIPMENT SCHEDULE M0.05 HVAC EQUIPMENT SCHEDULE M1.01 1ST STORY MECHANICAL PLAN M1.02 2ND STORY MECHANICAL PLAN M1.03 3RD STORY MECHANICAL PLAN M1.04 4TH STORY MECHANICAL PLAN M1.05 5TH STORY MECHANICAL PLAN M1.06 MECHANICAL ROOF PLAN M1.11A 1ST STORY MECHANICAL PLAN -SEGMENT PLAN A M1.11B 1ST STORY MECHANICAL PLAN -SEGMENT PLAN B M1.12A 2ND STORY MECHANICAL PLAN -SEGMENT PLAN A M1.12B 2ND STORY MECHANICAL PLAN -SEGMENT PLAN B M1.13A 3RD STORY MECHANICAL PLAN -SEGMENT PLAN A M1.13B 3RD STORY MECHANICAL PLAN -SEGMENT PLAN B M1.14A 4TH STORY MECHANICAL PLAN -SEGMENT PLAN A M1.14B 4TH STORY MECHANICAL PLAN -SEGMENT PLAN B M1.15A 5TH STORY MECHANICAL PLAN -SEGMENT PLAN A M1.15B 5TH STORY MECHANICAL PLAN -SEGMENT PLAN B M1.16A ROOF LEVEL MECHANICAL PLAN -SEGMENT PLAN A M1.16B ROOF LEVEL MECHANICAL PLAN -SEGMENT PLAN B M2.01 ENLARGED UNIT PLANS M2.02 ENLARGED UNIT PLANS M4.01 HVAC DETAILS M4.02 HVAC DETAILS M4.03 HVAC DETAILS M5.01 HVAC CONTROL DIAGRAM LD0.00 LIGHTING COVER SHEET LD1.01 1ST STORY LIGHTING FLOOR PLAN LD1.03 3RD STORY LIGHTING FLOOR PLAN LD1.06 ROOF LIGHTING PLAN LD1.21 1ST STORY LIGHTING RCP LD2.10 EXTERIOR LIGHTING ELEVATIONS LD4.01 UNIT LIGHTING PLANS -S1, S2, GUEST LOUNGE LD4.02 UNIT LIGHTING PLANS -A1, A6, A7 LD4.03 UNIT LIGHTING PLANS -B1, B2 LD4.04 UNIT LIGHTING PLANS -C2.1, C2.2 RA-101 COVER SHEET RA-301 RISER DIAGRAM MU-2C RA-401 SITE PLAN - MU-2C RA-501 1ST STORY FLOOR PLAN RA-502 2ND STORY FLOOR PLAN RA-503 3RD STORY FLOOR PLAN RA-504 4TH STORY FLOOR PLAN RA-505 5TH STORY FLOOR PLAN RA-506 ROOF PLAN WAP-101 COVER SHEET WAP-501 1ST STORY FLOOR PLAN WAP-502 2ND STORY FLOOR PLAN WAP-503 3RD STORY FLOOR PLAN WAP-504 4TH STORY FLOOR PLAN WAP-505 5TH STORY FLOOR PLAN WAP-506 ROOF PLAN ERRCS-101 COVER SHEET ERRCS-501 MU-2C-1ST STORY FLOOR PLAN ERRCS-502 MU-2C-2ND STORY FLOOR PLAN ERRCS-503 MU-2C-3RD STORY FLOOR PLAN ERRCS-504 MU-2C-4TH STORY FLOOR PLAN ERRCS-505 MU-2C-5TH STORY FLOOR PLAN ERRCS-506 MU-2C - ROOF PLAN SEC-101 COVER SHEET SEC-401 SITE PLAN - MU-2C SEC-501 1ST STORY FLOOR PLAN SEC-502 2ND STORY FLOOR PLAN SEC-503 3RD STORY FLOOR PLAN SEC-504 4TH STORY FLOOR PLAN SEC-505 5TH STORY FLOOR PLAN SEC-506 ROOF PLAN FA-101 COVER SHEET FA-501 1ST STORY FA-502 2ND STORY FA-503 3RD STORY FA-504 4TH STORY FA-505 5TH STORY FA-506 ROOF PLUMBING P0.01 LEGEND, SYMBOLS, NOTES & ABBREVIATIONS P0.02 CALCULATIONS P0.03 SCHEDULES P1.01 1ST STORY PLUMBING PLAN P1.02 2ND STORY PLUMBING PLAN P1.03 3RD STORY PLUMBING PLAN P1.04 4TH STORY PLUMBING PLAN P1.05 5TH STORY PLUMBING PLAN P1.06 PLUMBING ROOF PLAN P1.10A 1ST STORY PLUMBING PLAN -SEGMENT PLAN A P1.10B 1ST STORY PLUMBING PLAN -SEGMENT PLAN B P1.12A 2ND STORY PLUMBING PLAN -SEGMENT PLAN A P1.12B 2ND STORY PLUMBING PLAN -SEGMENT PLAN B P1.14A 3RD STORY PLUMBING PLAN -SEGMENT PLAN A P1.14B 3RD STORY PLUMBING PLAN -SEGMENT PLAN B P1.16A 4TH STORY PLUMBING PLAN -SEGMENT PLAN A P1.16B 4TH STORY PLUMBING PLAN -SEGMENT PLAN B P1.17A 5TH STORY PLUMBING PLAN -SEGMENT PLAN A P1.17B 5TH STORY PLUMBING PLAN -SEGMENT PLAN B P1.18A ROOF LEVEL PLUMBING PLAN -SEGMENT PLAN A P1.18B ROOF LEVEL PLUMBING PLAN -SEGMENT PLAN B P2.01 ENLARGED UNIT PLANS P2.02 ENLARGED UNIT PLANS P2.03 ENLARGED UNIT PLANS P2.04 ENLARGED UNIT PLANS P3.00 DETAILS P3.01 DETAILS P3.02 DETAILS TH P W V H R IN H R IN a LIGHTS__________________ not to scale b c d AUTOFILLl_______________ not to scale eSKIMMERS __________________ not to scale DRAIN COVERS________________ not to scale Superior Lens Geometry LEDs Light Beam Distribution Reflector An Eco Select™ Brand Product LED (Light Emitting Diode) pool and spa lights are the most energy efficient pool and spa lighting option available. That’s why IntelliBrite® 5g White LED lights are an Eco Select™ brand product. The Eco Select brand identifies our "greenest" and most efficient equipment choices. These products save energy, conserve water, eliminate noise, or otherwise contribute to a more environmentally responsible equipment system. As the global leader in pool and spa equipment manufacturing, we strive to provide greener choices for our customers. We hope you will join us in embracing more eco-friendly poolscapes by choosing Eco Select branded products for your swimming pool. Installation Drawing shows unique lens and reflector designs which combine to provide superior light beam distribution. Installation requires meeting electrical requirements and standard local codes. Dimensions Acu-Trol®, Pentair Pool Products®, Paragon Aquatics®, Stark™, Sta-Rite®, Berkeley®, Aurora®, IntelliBrite®, Eco Select™ and Pentair Water Commercial Pool and Aquatics™ are trademarks and/or registered trademarks of Pentair Water Pool and Spa, Inc. and/or its affiliated companies in the United States and/or other counties. Unless noted, names and brands of others that may be used in this document are not used to indicate an affiliation or endorsement between the proprietors of these names and brands and Pentair Water Pool and Spa, Inc. Those names and brands may be the trademarks or registered trademarks of those parties or others. Commercial White Lighting IntelliBrite® 5g White LED 1/11 Part # P1-082 ©2011 Pentair Water Pool and Spa, Inc. All rights reserved. 1620 Hawkins Avenue Sanford, NC 27330 Phone: 800-831-7133 Fax: 800-284-4151 www.pentaircommercial.com Energy Output in Watts Incandescent Light IntelliBrite 5g White LED 300 Watts 45 Watts 400 Watts 55 Watts 500 Watts 70 Watts Available in 300, 400, and 500 watt incandescent light brightness equivalents. Also available is the IntelliBrite White LED spa light equal to 108 watts of incandescent brightness while using only 26 watts. Pure White Lighting Assure the purest and whitest illumination in your commercial water with the IntelliBrite® 5g White LED. With an equivalent light output equal to a 300, 400, and 500 watt incandescent light, the commercial IntelliBrite 5g White LED enhances the beauty of commercial water features, water theme parks and municipal pools. These energy saving LED lights provide powerful illumination while utilizing minimal electrical consumption. Let IntelliBrite 5g White LED commercial lighting systems from Pentair Water Commercial Pool and Aquatics™ delight evening swimmers. Standard Features • IntelliBrite 5g White LED uses only 45-70 watts. • Now in 300, 400 and 500 watt incandescent light equivalents. • The brightest white LED pool light on the market. • LED technology provides longer life, and up to 86% less energy than comparable incandescent lights. • Superior lens geometry and exclusive reflector design combine to create a wider beam and more uniform light distribution. • Solid-state technology with no internal filament. • Compatible with our stainless steel and plastic niches. • Available in 120V and 12V versions. IntelliBrite® 5g White LED Commercial White Lighting PENTAIR POOL PRODUCTS / PARAGON AQUATICS / ACU-TROL / STARK / STA-RITE / BERKELEY / AURORA POUR-A-LID___________________ not to scale drain covers_______________ not to scale MP INDUSTRIES Auto Fill Water Level Control - 1953-J For Swimming Pool and Spa The Auto-Lev is an accurate, easy to install device that will maintain exact water levels on pools, spas, hot tubs, fountains, ponds or water-holding tanks. It's simple and easy-to-adjust float valve assembly is accurate and maintenance-free. Auto-Lev is constructed of durable high-impact plastic and sports a commercial grade, all-brass float assembly. The plumbing port is a standard 1/2" female slip. The equalizer lines are 1" or 1-1/2" female slip. The top access lid is available in tan, white or gray to best fit your application. It also has a new accessory extension collar (4058) that raises the ring and lid 1". Manufacturer: MP Industries 22 . A Safe Drain is No Accident™ PROUDLY MADE IN THE USA Part Numbers / Colors PROUDLY MADE IN THE USA The AquaStar line of suction outlet covers, compliant with the new Virginia Graeme-Baker Pool and Spa Safety Act (ASME/ANSI A112.19.8a-2008)VGB Series Product Speciﬁcation Sheet WAV12101 White WAV12102 Black WAV12103 Lt. Gray WAV12104 Blue WAV12105 Dk. Gray WAV12106 Bone WAV12107 Taupe WAV12108 Tan Frame included VGB 2008 Compliant 12" x 12" Square “Wave” Anti-Entrapment Suction Outlet Cover and Frame Features For single or multiple drain use (see installation instructions) Requires a minimum 3" sump depth Single Floor: 361 GPM at 1.3 fps Wall: 361 GPM at 1.3 fps 85.2 square inch opening Trademarked VGB compliance button easily identiﬁes VGB 2008 compliant cover from on deck and underwater #316 stainless steel screws Manufactured from superior UV-resistant engineered polymers Easily and safely retroﬁts most brands’ existing 12" frames* (see chart on pages 164-166 and installation instructions for details and special requirements) All components (cover, frame, screws) meet or exceed NSF 50/ASME/ANSI A112.19.8a-2008 national standards and ASTM G154 UV testing exposure 12 per case 13 17/32 13 17/32 29/32 5/16 1 17/32 11 29/32 11 29/32 1 15/16 1 3 2 1. 12" x 12" flat square drain frame 2. 12" x 12" square wave drain 3. #10 flat head screw, ss, qty 4 Part # WAV12xxx *Fits: AquaStar (p/n 12xxx, pre-VGB “flat”); Pentair (#1 selling) with ¾" deep existing frames and four screw hole pattern Specially designed and engineered for ALL 1.0 and 1.5 fps states – great for gravity drain systems as well as direct suction. P 877-768-2717 F 877-276-POOL Outside the US: P +1-949-459-1202 F +1-949-336-1940 info@aquastarpoolproducts.com www.aquastarpoolproducts.com THE ORIGINAL SUMPLESS VGB COMPLIANT HIGH FLOW SAFETY DRAIN 295 E. Corporate Place, Suite 100 Chandler, AZ 85225 1Paramount.com 1.800.621.5886 paramount@1paramount.com FROM THE WORLD’S #1 IN-FLOOR CLEANING SYSTEMS COMPANY WARNING: SDX and SDX Retro must be installed in accordance with Paramount’s written instruction manual, and in conformity with applicable Federal, State, Local and Swimming pool industry building and safety codes. Protected by U.S. patent numbers 7,178,179 D,532,684 D,531,888 MADE IN USA “VGB 2008” COMPLIANT NSF/ANSI 50 SDX PROTECTS AGAINST ALL FIVE TYPES OF ENTRAPMENT; HAIR, LIMB, BODY SUCTION, EVISCERATION, AND MECHANICAL ENTRAPMENT. With a flow rating of 200 gpm on the floor and 192 gpm on the wall SDX is compatible with pumps up to 3 hp. In most cases this eliminates the need to calculate the system total dynamic head. SDX has a 1.485 feet per second velocity at the opening at a maximum listed 200 gpm. DESCRIPTION MAX FLOW FLOOR MAX FLOW WALL ONE SDX DRAIN 200 GMP (756 LPM)192 GMP (726 LPM) TWO SDX DRAINS 200 GMP (756 LPM)192 GMP (726 LPM) THREE SDX DRAINS 300 GMP (1136 LPM)288 GMP (1090 LPM) FOUR SDX DRAINS 400 GMP (1514 LPM)384 GMP (1456 LPM) MEETS NATIONAL ANTI-ENTRAPMENT REqUIREMENTS • ASME A112.19.8 – 2007 LIStED • IAPMO tEStED AND CERtIFIED; A NAtIONALLy RECOGNIZED tEStING LAbORAtORy (NRtL) ACCREDItED by ANSI. • USPC (UNIFORM SWIMMING POOL, SPA AND hOt tU b CODE) COMPLIANt • IRC (INtERNAtIONAL RESIDENtIAL CODE), SECtION 106.2 SUCtION FIttINGS – COMPLIANt REV040813 004-022-5630-00 With over 1,000,000 sold - Paramount’s patented SDX Drain available for new construction, retrofit and “equalizer” version delivers superior flow at low velocities. SDX is a high flow suction outlet suitable for use as a wall fitting, or as a floor fitting when debris removal is not a concern. Available for concrete, vinyl and fiberglass pools, SDX performs at a very high flow rate while operating at one of the lowest velocity ratings in the industry. SDX boasts a flow rating of 200 gpm on the floor and 192 gpm when used on the wall making it compatible with most residential pumps up to 3 hp. FEATURES AND BENEFITS • NO SUMP RE qUIRED - TIME SAVED there is no need to field fabricate a sump to meet the “1.5 times the pipe diameter” requirement. • LOW VELOCITY 1.485 feet per second at the maximum (200 gpm) flow rating. • Patented ribbed design achieves very high flow via 60 independent flow partitions. • Approved as a bulkhead fitting as the safety is in the cover and backplate. • Anti-vortex center shield block contact with direction suction. • SDX comes with a plaster ring for new applications. • SDX RETRO comes with an adaptable backplate to retrofit suction fittings up to 10" in diameter. • SDX EqUALIzER comes with a spacer ring which eliminates chipping the interior surface around flush finished equalizer line or smaller surface finished suction lines. • Great for use with water features. • Life in years = 5 years. SDX Retro Eliminates the need to chisel out a sump SDX Concrete For new construction or remodel SDX RetroEqualizer Available for vinyl or concrete SDX Vinyl No sump required SDX SAFETY DRAIN OPTIONS: Available in 8 colors to complement any interior surface PARAMOUNT’S PATENTED SDX HIGH FLOW SAFETY DRAIN ™ Part Number 201 PAL Tan 201 PAL Gray 201 PAL Frosted 201 PAL White 10” Pouralid Pool Skimmer Cover for New Construction Fits: Hayward 1070, Hayward 1080, Waterway, Sta-Rite, Swimquip, U3, Jacuzzi, American, Pentair/Pacfab Part Number 204 PAL Tan 204 PAL Gray 9”Pouralid Replacement Lid for existing Pool Skimmer Fits: Hayward 1070, Waterways, Sta-Rite, U3, MP Auto Fill Part Number 202 PAL Tan 202 PAL Gray 202 PAL Frosted 6”Pouralid Cover Fits: Play Equipment, Sewer Cleanouts, Valves, Water Main Pouralid Description Description Description Now with universal fit and screw down capability Screw down capability For further information call: (800) 532-8215 visit our website at : www.pouralid.com ®Pouralid is a product of Stetson Development, Inc. Patent #6,393,771 B1 Part Number SQ201 PAL Tan SQ201 PAL Gray SQ201 PAL Frosted 11” Square Pouralid Pool Skimmer Cover for New Construction Fits: Hayward 1070, Hayward 1080, Waterway, Sta-Rite, Swimquip, U3, Jacuzzi, American, Pentair/Pacfab Description F SP-12 EQUIPMENT SPECS DATE: DRAWN BY: SHEET TITLE: SHEET NUMBER: PROJECT NAME: THE METT 200 First American Way,HE MET Santa Ana, CA 92707 DEVELOPER: Legado at the MET 121 S. Beverly Drive, Beverly Hills, CA 90212 9/25/2020 100% DD 10/16/20 CD PLAN CHECK SUBMITAL SET FLOAT VALVE 542-6200 WPROVIDED WITH EACH SKIMMER 5/14/2021 PRICING SET CLASS: B/C-53 EXPIRES: 12-31-2 Signature Date 6 27439 BOSTIK CT. TEMECULA, CA 92590 P(951)296-3939 F(951)296-3945 LICENSE# CA-326760 2-25-2026 Ah WS 44"NOMPw ,ems 'Jul Oak eo Alf ir -dip Not. . . . . . . . . . . . . . . . . . . . . . . . Ir W 1. a IT 4f IL tv hi lip! MEMO. it 4k*- -fly Kv yYJ` • `. Sw I -IV ji,A 'k Vk 0 if MIAMI,. IL f. y Ft f .dam ve "Wi I if — WF 11111p, on ------ 77� 9 MI, --waft. AW t--mr 1 P_ woo o L11 U :A .0110 ]LIVIA M I olvi a lz 6_J l! > 00 rY a� 2 a) 2 t- a) v :E 0c) '0 v (�; � cM N -:-� O O N 'o __- ,y) r*� 2 E5 - - STAIR 2 OCCUPANTS SERVED. 59 REQUIRED STAIR WIDTH 0.3 x 59 = 17 PROVIDED STAIR WIDTH 48" REQUIRED DOOR WIDTH 0.2 x 59 = 11 PROVIDED DOOR WIDTH 34" / If 1.�SC ENTRY DECK AREA 597 SF LOAD FACTOR: 15 OCC. LOAD: 40 RESIDENTIAL MAX TRAVEL DISTANCE OCC RESIDENTIAL / MEASURED FROM MOST AREA. 7.101 SF REMOTE POINT TO EXIT LOAD FACTOR: 200 - - - I OCC LOAD. 36 - _COMMON PATH. 55-6" - - EGRESS PATH. 166'-8" AREA OF REFUGE I1836 SF 68 POT OCC X 3 SF = 204 SF - - - - - - - - - - _ _- _- - _ - - _-__-- -_,- _ __-_---- - - ,- - -'� - - ,. A - _ .. -. tE C) t f! i u , 7' I " I: 7n,�IDENTIAL I , �= a _ , ;�� i � i ;� - t 2-ST R"Y VO ME ,, OCC: RESIDENTIAL _ _ :... l § 13' 0" I _r 1 \ V)' AREA: 8.249 SF <w fay �Y i N 2 TORY LU E / / � 26,rSF LOAD FACTOR 200 1 ;.: aT I _ --� -_-.. . i OCC LOAD 42 ,:,' (__ y a._'. - -� . - - :- . U. ; , #w , Lei: - _ � �: / \ I `ED w` � ,: ;,_. i . � STANDPIPE ;T; V' 3. ::h 1. _ I Y ;,' , \ I --_ .r _.._ ..-... 26 -- - _ - -- li CABINET 1 i , r _. 1 - 111 - --s �:� .. ; I .1 1. �'` - - ••Ni••4 21 r .'i4••.�•• •�i•.ki�•••�� `�ra••• 18••••.a••••••••••••••••••••••••••• •__ _ , , , , . ''a--'.•-' ♦ .._ , '/ -, : - _l, I , '', •' I = • y 'i - i j � /•ii ••ii••••i••••i 38 I • .1 A • 5q • A s s L' s s s j L1. s s s Lj SSTANDPIPE - , / - ; -r _ _- 2 ' '" 0+18 STAIR I /r •9 5Q ABINET J a. '.....••Ni*•.....� - _ " ` POOL EQUIP ' T T T T T I T T T TC _ T r '- :_: .IF2o+18 • • • P 180 SF r I, ,,: ; : )40 038 U36 034 0 _ .....•• • o ; C. t2 . (, so OCC ACCESSORY I , :.. • I I I o I ; :.- AREA 440 SF r g> b: • -� • r o 11 1__ :I LOAD FACTOR: 300 'ri: T ��1. ;V. 'O FEV FEV u I - -a_- 58 ; N � OCC. LOAD 2 1 1-, _ • / S I, S S S S S S S S S S ; FEV • 1 i � - T II T T T T T T T T T T • � i 1 ....-._ • I I i - • <h (i" 1 !, ill 5 (i,.. r, 4 • o fA 030 ICD co - I • ; • b .�.�., MAX TRAVEL DISTANCE - ----.- ____.�- : _�> g v, MEASURED FROM MOST � ♦- - : : `J - REMOTE POINT TO EXIT � 0. ; U) LID ti : �' o i \ STAIR 3 •_� ' `I • : rn v' OCCUPANTS SERVED 38 I : w • • • • � REQUIRED STAIR WIDTH: 0.3 x 38 = 11.4' 'I _ • w � `v co :."..1 ',.!0 8 0 iJ80 'I??) r8C 980 °80 060 is N • o PROVIDED STAIR WIDTH: 48" I •- 0 i ; w 1 1 1 1 1 1 1 1 1 i o • REQUIRED DOOR WIDTH: 0.2 x 38 = 7.6" I : • • • PROVIDED DOOR WIDTH: 34" . � s s s s s N . '' • o ; ti �' PARKING `� o . . I t�a.._. �� ; �.. ; �I OCC PARKING i O -.. ; ca o : o ;!-, �_'0 611, AREA 39.774 S �:� ! l6 i x ��_ r" • • LOAD FACTOR 200 • gf" i i 1 L 1 1 1OCC. LOAD: 199 • HORIZONTAL EXIT ♦ • o S S S - S S o • i� ; `" o N l CO o ; - y \, MAX OCCUPANTS SERVED 66- • • _ DOOR WIDTH REQUIRED: 0.2 x 66 13.2" 1 L i : o i DOOR WIDTH PROVIDED 54" N °co - • o i N S S S S S S S S S .� -- ,, p ; 10 T T T T T T T T T ; DOOR CAPACITY 270 OCC. I i 110 108 106 1 U4 102 10� :` 98 C � �i4 u2 r', Schema 1 Legend K. 7 . o • g � Atl: � N s s s s s s s s s � - 4 .� _,- ; T T T T T T T T T ; .1, so • -- r ��.z • `-, Cl) 109 107 ' „� , 1 I: ! 00i, , )� : t"C.K j tG j �,� _ � • o • STAIR7 ti'` , -_ - ACCESSORY OCCUPANTS SERVED: 21 / i' - rD 0 : ` - REQUIRED STAIR WIDTH: 0.3 x 21= 6.3" --- , / - = • : co PROVIDED STAIR WIDTH 34" C I � I [2 ASSEMBLY //••••••••••••••••.•••••.•••..•.•.••...•••••••...........••••....•••••••.•a•••a...•••••.•••.a••.•1 0 ' .r I //#, -aseess"--F-] D CIRCULATION • ,�"� ° 0 U c V7\ MECH 1 L - !l :l .l ll Sll ll Ll. .. ll Zi ..i Z,'t .. :�; ',:t 0£l l _ z- � 9 � 6 0 � v � 6Z OCC ACCESSORY f -' dp••• ' I r C O R R AREA 91 SF •••• i•i( __ ••...� ~' S S S S S S S S S S S S S S S S ;. LOAD FACTOR 300 It• • • •; A S S OCC LOAD: 1 a: -:-,:•-- . .::x. • • -- -z - PARKING s _....__ .- o _. _ .... .- -- -- - --- --- -- -- - --- ,. , 80' 0" _ • ,., 7 ( II F -.�... ;� -i- I . , , - 7 0 E V : 1. 1. JANITOR �_ _w____w1w • occ AccEssoRY f _- :: ,2+26+s7 �_ Y 2s RESIDENTIAL ,., ti 1 E 93 AREA: 49 SF w-�•• ' •r _ _ - _ w_ � •�,.._, .a �. _ :�-� _- _-�---. _ f..x >....... T f - -- , -. ; "ems• i .,a I LOAD FACTOR 300 �-. �_-- _' " = r 67+2 3 ,- _ - .. �b .. TRASH LOAD11 OCC. 1 _ 1 RESIDENTIALv �,� t. --.• :: 1s -- - :a 1 d I n S2i. I - ,="1 OCC RESIDENTIAL I ( :: o - I j! 1 xf 4 �.. AREA 10,475 SF , M • : �-- TF � . • 3 1 -Alcus�- -_- - - _ -. >, r' LOAD FACTOR 200 a $ STAIR 5 _ _ _j ,.-_ OCCUPANTS SERVED 93 . OCC LOAD: 53 ,} Z _ _ - - - - - - - - - _ - - s� - �_ _ I REQUIRED STAIR WIDTH: 0.3 x 93 = 27.9' 1. STORAGE -- •gi��• s _ PROVIDED STAIR WIDTH: 48" Ii j '. - REQUIRED DOOR WIDTH 0.2 x 93 = 18.6' OCC: ACCESSORY STAIR 6 - - ='. - - - - - A PROVIDED DOOR WIDTH 34" AREA 84 SIF OCCUPANTS SERVED 95 - - - - - - - ' - LOAD FACTOR 300 � \! REQUIRED STAIR WIDTH 0.3 x 95 = 28.5' - - - - OCC. LOAD 1 PROVIDED STAIR WIDTH 48" - -- - REQUIRED DOOR WIDTH. 0 2 x 95 = 19" - - -- -- PROVIDED DOOR WIDTH. 34" - MAX TRAVEL DISTANCE - - - - - - - - - -__L MEASURED FROM MOST REMOTE POINT TO EXIT - - COMMON PATH. 53'-0" EGRESS PATH 133'-0" - - - LEVEL 2 SCALE 3/64" = 1'-0" LOBBY DOOR FITNESS RESIDENTIAL ELEC TRASH LEASING OCC: ASSEMBLY MAX OCCUPANTS SERVED. 159 OCC GYM OCC: RESIDENTIAL OCC: ACCESSORY OCC: ACCESSORY OCC BUSINESS . AREA. 986 SF DOOR WIDTH REQUIRED: 0.2 x 159= 31.8" AREA1.014 SF AREA 3,671 SF AREA 926 SF AREA 485 SF AREA 845 SF LOAD FACTOR 15 DOOR WIDTH PROVIDED 54" LOAD FACTOR: 50 LOAD FACTOR 200 LOAD FACTOR: 300 LOAD FACTOR 300 LOAD FACTOR 50 OCC. LOAD 68 DOOR CAPACITY: 270 OCC OCC LOAD: 21 . - OCCLOAD. 19 OCC LOAD: 4 OCC LOAD. 2 OCC LOAD: 17 - - - - - a � - - - - - - - - - - - - __ - - - - _::;�--- - r----- ____y__________r_______T____ - - z de • - n - / ri -1 Il lul ll - / - -/ , / , / , , / / , - i F�� - - [�:�j - - / / / / / / / / / / / / / / / / / . / . . / / / , r, ri � I, , , , , , , , a g' k I 11' Z__- -- - t h. I -,@- ,� . ,-" '.g .13 16m1i ; _� .,.i ,. / I ' �, 21 :0 1 1 . jr r; : 1] I �-- 15� 'I _ _ ` I / • s YOGA 15+21+13+42+68 : ;- - RED EXTER 15 • ..1 - R I' E I _r § `_ �{1 700 SF OCC. GYM i ♦ x F It 1 ," I , ; � AREA 708 SF ; ; + ;'� I �L - ! ,. !a F ", ,} 7LOAD FACTOR: 50 80 I_.; ; I. I "%C �- , •?° ik*, ,J_\�__ t W, `._�_�`� �-- OCC LOAD 15 1 r.•••••.•a•. •. ••..�•••••••• a••• ; 19 ...............•••••••• a..aa•.•••a••••a••a•••• •..1.... •.*.� , I • 1 , . -• . i.. ...+............•i.� 33 ...............m,�..,��-.,--.r I I � ' �' El 1 Li i - (42+17+3+4 - I S S S I S I S S s S S s 11 - vA � � I FF F `E 42 T T T T T T T T T T - 1 • 13 _ i >..a,....v,.,.,.....t-r.-'�.. x • •..•• ,.,-:-I I;.:I ..•,� .. J -„ UJ: "I3: ',.) , -_-' i.•••••. •.•.••••..••••••.••• TRASH r OCC: ACCESSORY • -- , ) • - - �� ' AREA: 476 SF , - , ,�' - - _ • �_ -� i LOAD FACTOR: 300' . ''�• • • 1 _ a .._. I.• - • ��l • - -- I jr 33 F c OCC LOAD 2 • -- • S S S S S 5 S S S S S S S � ; - 06�42 �13 - I --'.-A • • T T T T T T T T T T T • c� - � Nv • __ i 050 04£', ;4 01[ 11�0 0.;8 1 6 .,34 032 i30 (11,28 02% � i - o ; (42+17+3+4)/2 1 _..�. _._ v ;InilI • I • MAIL ROOM OCC: ACCESSORY AREA 738 SF LOAD FACTOR: 300 OCC LOAD: 3 •-- f-i - - • • • __ - __ - __ - __ - __ - / - - - _-_______ __ -- - CITY OF SA Planning and Ej Annri i Q - FEV FEV FEV I FEV ' -FEV- - r-FE1T < FEV ; S S S , - fEV ---- -fE - --S-- --S--- ° . .- __ L I - - - ao s 11 r I ...... ------- - a F ; i1 0 . R� !1 (� M A [� I N C f 1�t �i -1 1 6,O r 3 l ! i ) i"i 0,)., 028 027 026 02 1 3 --. 1--hi �)'' o v IL p U. -o ' I Io 0 ©, 1 C : r11 IF R PERMIT I - STAIR 3 togawa smlt ma In, inc. - �' 1 444 s flower street suite 1220 OCCUPANTS ERVED: 1 8 , I c�'_ 1 `a'_ 172'-0" 52'-3" REQUIRED S IR WIDTH 0.3 x 118 = 35.4" 1 I los am eles, ca 90071 ry m PROVIDED S MR WIDTH: 48 _� o o fel:2>:3.614.6050 IRED D OR WIDTH: 118 = 3.6" -- REQU 0 2 x 2 �21'-2"- / tSiTllnc.com I �- Q �� __ PROVIDED D OR WIDTH: 34" 'F. `,' !11LL r -CD !0 �,° :�° o - I; - - F ��', jAmw o E R N I;® 0, [I' - STAIR 4► I 11 EL R o - T M �' -,l0 ''''L 1 6, 0 182 SFI I rI 6o'-s^ ' jl', ® Legado Companies c• i> r c-• n '- •i - � '. - u,1 v v s s s s s s _ s s S Master ID.�'-,L, E GOLDEN CIT�2 s•be erlydr e hn1- > ; p J rL -i I0, I ,p,l I d{ p - - - - FOUNDED 186, beveriy hills, ,-a 90212 '0 �_ r Lus- • I, 35'-6" c -T L >� +a _ _r` 1, I. 310 432 �nC. � h = 1D S II� S S S S S S S S S S I FEV FEV J 1-. Date: v�ww-leancjo.rle �; 11; I i17 to �� 1' '! . 1:.. 1c,. 1c It ,. I -°J _ •- � Z; (_ - ♦ • ' I � > r `A� o � c ' +_ 136'-6" o0 ..••......••••................................4 � o rA MECH OCC ACCESSORY r AREA 64 SF wt- o �� • • ; co 0 - -- - cn I- o Col— o • a n �I : � - PARKING . OCC: PARKING S S S o CD • a ,,, • ' AREA : 60.972 SF y of : .I LOAD FACTOR 200 0 = » a OCC LOAD 305 Z£ l 0£ 1 6Z l r„ M N N o � a y �- 1 I 1 1 1 1 - i t� LOAD FACTOR: 300 X, OCC LOAD 1 - c Cn [ !/,F- co Ln NF t- r S .> > ,. ., `-, S S S M 1 r ♦ C ZD !A if - ' rn c11, O O to o S S S S S S S o • W 9 I = ,' M T T T ? T T T T co I- o > D �� "',5 167 169 171 p I 0 L.h Ll I] �� ZY i T Cn CO �- �� - cli N �' s s s s s s s s s I ca CD LL I �_ D � T T T T T I T T T cn cn a I©�� 11 16r 1�P 17f ff w o -- - - - WiI I v*r- � u>i� __,� - o I U- - 172'-0" v' - I cn�- D III 1- F- ..•••.•.••. ....•.•....•.•....... L - -- o � o b °o°o o°0 .-5oO°°°° 12'-11� 6 14' 4" MECH - NNN•N ° 0 o c r. I ,0, �] i0 ;0 D OCC ACCESSORY r 1 8 • :+: b�(i -L! I_'.) G'il 1 �.l0 r'ii) !'LU 9L0 .._lr I 6;0 I I ;1 0 y' 11 1 i`Q l'I � _` t'�, l d d AREA. 86 SF • I � I FD • LOAD FACTOR 300 118 OCC LOAD 1 I FE : S S S S S I 5 S S S S s 1 S I S S S S S S S S / ,' /' rm 1 • I I M • 11 I!_ ',I � .I . . I ® 45 ; , I. --78'-5"•--•----__...--... - M---•----•---- _--_.,40'-11"--•_•_ BUSINESS CENTER 21 ,:. _ !-' f Ii � w - _ r • I c� OCC ASSEMBLY 1 - �o .1 I • 85' 9" ' - s, I , AREA : 1.427 SF _ • ... �;�� ` ,: , 1z LOAD FACTOR: 1 - • T 1:- r S. I L" J -' \ - t }`i (( •gin: _j ^r F X_ i- , OCC. LOAD: !. 90 r-- 39 i 9 trc ____-_--.--- / / / / i-� i a- .�; I � RESIDENTIAL I 1 :: ,I II, it pi s, ur; OCC. RESIDENTIAL Y ;r�; s-- ?: 138 /,' - .:iei} d - '•I..'.1 ..�� i A , d" ,.mo t "'_'' "'`� -- -i 4-, �,.,.,�..,> I m - AREA 7.781 SIF I � .ir,;." , ` � LOAD FACTOR 200 � 'T Y OCC LOAD 39 ., n -". DOOR - - • 3 ;i _ _ MAX OCCUPANTS SERVED 139 D- - - - - - -- - - ' Schema 1 Legend ACCESSORY ASSEMBLY CIRCULATION PARKING RESIDENTIAL 1 -- STORAGE OCC ACCESSORY AREA. 626 SF LOAD FACTOR 300 OCC LOAD 3 TRASH OCC.ACCESSORY AREA. 306 SF LOAD FACTOR 300 OCC_ LOAD 2 DOOR WIDTH REQUIRED 0.2 x 139= 27.8' S ;,, 1 `° i DOOR DOOR WIDTH PROVIDED 34" ' • /1 . _ `- 99 S - - _ - MAX OCCUPANTS SERVED: 138 DOOR CAPACITY 170 OCC. FD * DOOR WIDTH REQUIRED 0.2 x 138= 27.6' � ; _ - - - - WIDTH PROVIDED: 34' _ __ -DOOR DOOR CAPACITY. 170 OCC - - - • .71 • - - - - - - - - - - - - - - - - - - - _L_ - - - - - � - - __ COMMON PATH = 45'-3" PATH OF TRAVEL = 115'-3" � - _ -- LEVEL P1 �_ SCALE: 3/64" = 1'-0" MOVE IN • OCC:ACCESSORY AREA 406 SF • LOAD FACTOR: 300 OCC. LOAD: 2 : - . • • • i • STAIR 192 SF • • • • • • • i .. t: , .. ry `-1,_._p____ • I • . . , ..- • • ; ,ram ..�. i.i..iil i I • • • o � I 1. �, : - ; • " I • • • I S--, ,� •.........................................•.......................•........• I I. ; u- I ; - j • ' � N 1 BOILER / MPOE I m - : co N : OCC ACCESSORY ` s-.-�. -: • 'n • • o AREA: 1.133 SF I i • - - : m �' LOAD FACTOR: 300 • i 1 - OCC. LOAD: 4 RESIDENTIAL n ; `� � M �90 69D 0 ��0 71a/10 �.,� ::�_I �Rn w o ; o - T _� - o�Schema1 L n OCC RESIDENTIAL ,¢; ,, ~ �Y i i 1 1 1 Legend d AREA 5,164 Sr I - ; I co In : rn w S S S - PARKING S cA o rG LOAD FACTOR. 200 f ; ,141 • �'ll G • C.^ C' • C) � Z. ; - OCC PARKING °' OCC LOAD 26 ..r = ..... -_ -- v: • AREA 40,529 SIF • � ACCESSORY i • • I . • ' co � • o c„ 890 _ _ Z1G � - LOAD FACTOR 200 r�,ri �' • I; i 1 1 1 OCC. LOAD: 203 1 ; o �, I 1 :: .y �� - �, S S S S - S . 'co ASSEMBLY s £.;T ; ; V I o ; o v, H• •i? m • o r` • �Y co � • °-, CA w •�.. , I- N S S S S s S S S s C, BUSINESS t' '.` .� ; 0 T T T T T T T T T ; I I �- o co 0o ; m v, 102 100 099 C, ib i)'94 10.. 09b O ?, 086 ti n ; o STAIR 7 J 13 : CIRCULATION • v, OCCUPANTS SERVED 121 I �"` A o S S S S S S S S S • �- - REQUIRED STAIR WIDTH: 0.3 x 121= 36.3' 1 '* i . • T T T T T T T T T PROVIDED STAIR WIDTH: 48" I dd" <,"' <' GYM c FROM LEVEL 3 •, FROM ; 1)1 099 097 0 `'i5 I)ci 091 a 01;3' 0 ••.•••••••••: u • GATE I ' 121 ' , .i -\ _ o r.....:....' i - - I PARKING -- PARK G MAX OCCUPANTS SERVED: 121 I • • o ' ••• i 42 }.,i....•.••••••••••••••••••.•••••••••••••.•.••••••••••••.•••.••••••••.�••••.••••••.•••••..•••••••••• ' ELEC ROOM DOOR WIDTH REQUIRED: 0.2 x 121= 24.2' DOOR WIDTH PROVIDED 36" /' / i _ i I (R1 R OCC: ACCESSORY DOOR CAPACITY: 180 OCC. 99 11�; : I D AREA 159 SF ! RESIDENTIAL • LOAD FACTOR 300 MECH 13+42+ ' / ' o o: : ; • • • }••••••a• °° oo OCC LOAD: 1 � TRASH OCC ACCESSORYill I •, 42 . ' I0 0 p u ; g � : Ti 42 AREA. 67 SF - ,01 ,, -r -1, c • 1 �' � c�{ i;l _, l col ail h�l �.4 111 <�11 c.11 rll .lr L♦1 CFI. MPOE LOAD FACTOR. 300 I • r • o • • OCC ACCESSORY OCC. LOAD 1 9- S S S S S S S S S S S S; 0 ' AREA: 168 SF I ... " i 1 I44 � • _ • , i :; LOAD FACTOR: 300 ELEC �J AI ........ _._..._._._.- .-- -... ----... ____.__..1 -..----.-....__._....._._.. - _.�" : : OCC LOAD 1 _:. 45 20 • A RY - I. OCC CCESSO \_�TAREA: 136 SF I r ,° t.. -i-° 3- ` ° � ;,�__ ' �.._.: ; ':� � - -- � STAIR 5 LOAD FACTOR: 300 I 107 ; s.at "` •.•i•iN••ii••ii•iiii•i•ii•ii•• 19 .•••••a• co 58 OCCUPANTS SERVED: 58 -. _ OCC. LOAD: 1 45+42+20' . a f :� ' RESIDENTIAL _. �..__ �_ __ �,_ _ ' =_ - 'r= _ :..r i' 1'�;, " (' 2+1 - REQUIRED STAIR WIDTH 0.3 x 58 = 17.4' -, :--: �p E'• i PROVIDED STAIR WIDTH: 48" 1 a y OCC RESIDENTIAL _ 58 = 11. I l r ,<h l[ AREA 7.733 SF1" r i '- ` '� �_',I j REQUIRED DOOR WIDTH 0.2 x 6' s P°"" - r1 ` LOAD FACTOR: 200 Kra„=` _ __T--- I PROVIDED DOOR WIDTH 34" 121 I°11 ' 1 OCC LOAD 39 i ,_ _ , .- �..". r 11 :. - - - �, I r I `"�- E /. �� , , 1 ; 1 L - - - BUSINESS CENTER- - - - - _ - --= - - - I 8 OCC ASSEMBLY .11 " 1 c AREA 1,404 SF STAIR 6 'I LOAD FACTOR: 15 OCCUPANTS SERVED 107 ' ' OCC. LOAD: 89 - - - _ � - -�- REQUIRED STAIR WIDTH 0.3 x 107 = 32 1 -- - - PROVIDED STAIR WIDTH: 48" 1 - - REQUIRED DOOR WIDTH: 0.2 x 107 = 21 4" PROVIDED DOOR WIDTH: 34" 1 - - _ I I Schema 1 Legend I I ACCESSORY I ASSEMBLY I PATH OF TRAVEL = 228'-3" CIRCULATION I - : ,-, / "COMMON PATH = 111-6' > 100' 1, [ PARKING I STORAGE 01'' �J ___1EZ3 mo [EQUOTEMEINTS OCC: ACCESSORY ,'�. �J 36, �4-t:��, � --� % AREA 2,862SF L_ !1 ^_ 1 LOAD FACTOR: 300 . - OCC. LOAD: 10 _ i o , - - - � 0 I I ! - - 00 o ; EXIT TRAVEL 250' MAXIMUM RAVEL DISTANCE FOR A. B. AND R OCCUPANCIES IN I - 10 j` • L' DISTANCE SPRINKLERED BUILDING 16'-6" ' �' 1 < ,i w N (TABLE 1017.2j 400' MAXIMUM TRAVEL DISTANCE FOR S-2 IN SPRINKLERED BUILDING. I - 1 � : Q SEE PLANS FOR ACTUAL MAXIMUM TRAVEL DISTANCE I I� C; m I f C* - ; COMMON PATH 125' MAXIMUM FOR R-2 OCCUPANCIES IN SPRINKLERED BUILDING. o < S S � S III 1 S o v, OF TRAVEL 100' MAXIMUM FOR B 8, S OCCUPANCIES IN SPRINKLERED BUILDING. p , p T T t i -I DISTANCE 75' MAXIMUM FOR A OCCUPANCIES IN SPRINKLERED BUILDING > W N -- -- � i (TABLE 1006.2.1) o o � PARKING "�, ; CD W - OCC PARKIN lc,• a OCCUPANT PARKING 200 SF GROSS �i CO LOAD FACTOR EQUIPMENT RGOM 300 SF GROSS ,7; "' o co AREA 30.555 SF Fey S S 5 S o r c`? o LOAD FACT 200 • (TABLE 1004.1.2) BUSINESS (CONCENTRATED) 50 SF GROSS I CD CD OCC LOAD: 153 i BUSINESS (UNCONCENTRATED) 150 SF GROSS ELEC I O,. rn c" J , p 016 015 014 ca ro ; RESIDENTIAL 200 SF GROSS r- - CONCENTRATED ASSEMBLY 75 SF NET OCC ACCESSORY � o L _ = ! IM O UNCONCENTRl�TED ASSEMBLY 15 SF NET AREA 45 SF LOAD FACTOR: 300 = • i a o 1 POOL AND SPA 50 SF GROSS X, 72'-5" 35'-3" 64'-4" Nj POOL DECK 15 SF GROSS OCC LOAD 1 - 11�1 U- � � oI I - EGRESS WIDTH - - .. - - - - - - -- MINIMUM STAIF WIDTH IN SPRINKLERED BUILDINGS IS 0.3" PER MECH I o ' 0 0 �' FD o �, o PER OCCUPANT. 4' STAIR PROVIDES FOR 240 OCUPANTS. OCC ACCESSORY 1 34'-1" ••••••••••••• 12'-11'- • 1 Apt ' 13'-8" OCCUPANT OTHER EGRESS COMPONENTS IN SPRINKLERED BUILDINGS REQUIRE AREA. 137 SF - - - � _ _ (TABLE 1005.3.1, 0.2" PER OCCUPANT 34" CLEAR DOOR PROVIDE FOR 226 OCCUPANTS LOAD FACTOR: 300 1 EL o - 0 I 3 2 p 1'u ♦ I I EXCEPTION 1) (EMERGENCY VOICE/ALARM COMMUNICATION SYSTEM SHALL BE OCC LOAD 1 - _ `_', I£I 'it 'i `c'-' <'t"' ,s,J I -11 30 fS0 ; I 850 090 Z90 *1` :.:)'! �'Ij( (.-'.ii I _-:0 PROVIDED IN A3CORDANCE W/ SECTION 907.5.2.2) N 't 106 1 A I A L 1 A 1 I 1 1 n • 1 1 A 1 1 I � SEE PLAN FOR OCCUPANT LOAD AND EGRESS WIDTH CALCULATIONS • MR STORAGE I/ I S $ S s AaJ A C s S I s = 6 I A� A� S s S S s S- OCC: ACCESSORY AREA 228 SF OAD FACTOR 300 1 41 • • • • - / 1s ,-,., _ .,, �;-• � - I � ,r_ ,•,, I� -., «• ., _ c � u) ` I _ � _ _ I �� '� , • • - _. � , � , ) _0 I EXIT SIGNS LOCATE SUCH THAT NO POINT IS MORE THAN 100' FROM THE NEAREST T VISIBLE EXIT SI3N AND WHERE REQUIRED BY AUTHORITY HAVIN QUG JURISDICTION OCC. LOAD: 1 • 1 L ' 1 1 1, 1 1 1 1 E 1 1 1 I' 1 1 1 1 : - s s s s s s s s s s S s III s s S �Og' KoQ z� I 12\_�/ 2 1Iu'NJI I 0 • _ ,` _ II t :6 I � _ ? ' I : - - ) : i On : T - STAIR 5 MEDIA ROAM • sA = ' , `.-\,) -\) .•�s• :3 35'-3 N • 78'-0"� - _�7 Ns OCCUPANTS SERVED. 106 OCC. ASSEMBLY 142 M-- - p p ® REQUIRED STAIR WIDT 0 3 x 106 =31 8" AREA 1.21�SF r = ` PROVIDED STAIR WIDT 48" LOAD FACTOR 15 S� _STAIR �' �' l ,j PROVIDED DOOR WIDT x 106 = 21 2" OCC LOAD 81 - 1 o�----- --- -400SF -- -- - ---- - - --- -I 'STAIR MR STORAGE STORAGE I L_ DCC: ACCESSORY 1 OCC ACCESSORY - - -- - - - - - - - - -- _ _ _ __ ` 290 SF AREA 1,602 SIF AREA 134 SF - - LOAD FACTOR: 300 LOAD FACTOR: 300 STAIR 6 CC. LOAD- 6 - - OCC. LOAD. 1 OCCUPANTS SERVED 148 (106+42) REQUIRED STAIR WID 0.3 x 148 = 44 4" - - - - - PROVIDED STAIR WIDT 48" f REQUIRED DOOR WID 0.2 x 148 = 29.6" - - DOOR WIDT - 34" _PROVIDED 1 - - - - - --- - - 1 LEVEL P2 L0 O C'4 I 0- (1) < 2 W U E Q n� W C 0 -+ - >, C) 0 OE O V C Q W N LL1 O O 04 SeD ARC/ V. HUGO �� S ARE2 �C� IT A N .C-10561 11 \N. 1-31-23 OR C A``O r_W - I— w 2 V) �V)V) w D- J J J w w I 1= J Q r :2 :� 0o z :D co m w u w w w OK w � I_ w w _ SZ �Sz EL I— w w vw) - `/) N o z = _ w e w z z V) Q O � Q p w 00 I Uiin mo 000 �c'7 CV _ CV CV N _ _ �L01�-�o 0 0 0 - n 2004423 1 10/19/2023 EGRESS PLANS scale: As indicated LEVEL 1 SCALE: 3/64" = 17 SCALE: 3 64" = 1'-O" > 00 _I 0 0 -Z n ,0 0 O 2 o` 0 (n �-- M N O O CAI Mr" m STAIR 3 OCCUPANTS SERVED 29 AREA OF REFUGE 1 AREA OF REFUGE 2 REQUIRED STAIR WIDTH 0.3 x 29 = 87' - - - - - - - - - - - - _ - - PROVIDED STAIR WIDTH: 48" � 966 SF 1218 SF REQUIRED DOOR WIDTH: 0.2 x 29 = 5.8" / I PROVIDED DOOR WIDTH: 34" 99 POT OCC X 3 SF = 297 SF 103 POT OCC. X 3 SF = 309 SF / - - - - - LimG- -- - - - - - - - - - - - - - - - • : I' 3- , X ' RESIDENTIAL - D I ' �,'' { 'T""t " 'I -1 OCC RESIDENTIAL I _ / -- i 1 ,_ - ARE 6,927 SF _ - i _,, - .f ESIDENTIAL E I F LOAD FACTOR 200 „ _r p ._ „, V 1 r _STANDPIPE _ Er CC RESIDENTIAL 3 OCC LOAD 3 J _I Ll - F - _ �,, I I ' REA 8,965 SF x z j . 5 ;{ CABINET,; - J iF _..- .- .. - ::1 _ :W :• { _.. OAD FACTOR 200 y ., ., , 1 Y of --I _�.. a 1 :.. .. 1: � -:-1 __.a-- - -. - _, L�: CC LOAD - - • 12 - �99�I 01100, 11 2 • •46 -0 , .. -- - --- - r A . .. - - --- • STAIR 2 •1 27 , 11 . , t1 . i 0 . . ( r� € i ,, �I_J;f • ivi __ I I I 3o 2 :. .... . .. • _ OCCUPANTS SERVED 27 _ ....- ........ _ . 15+12 ,. ': • : I 9 .. • s is I:.. #;: s ..ir _ REQUIRED STAIR WIDTH: 0.3 x 27 = 8.1" - - s I _� • RESIDENTIAL - F I 14 15 PROVIDED STAIR WIDTH: 48 • ,;. " . • i __ 1. • ::- • r REQUIRED DOOR WIDTH: 0.2 x 27 = 5.4" i F s _. _ ., . �A OCC RESIDENTIAL .. I ' PROVIDED DOOR WIDTH 34" ... r' i t t _ _'. • - =. J AREA 5.282 SF J/ 11 - rt. I x' LOAD FACTOR 200 . -t. h _. 1 0- ----- r +---- --- ---- _...._.. Q LOAD 7 __�71 1 y -10 t I ".-. - __ - - -f ------ -- • 1 _ -- . ..-«--. , "Jill -;�:_..-- : I i -_ .i -i - -1, _.- - - r=x11 _ .�aomnpi_ Q ... I , :. �. _ _ - _.. . - 1, 15 fr«: -: HORIZONTAL EXIT x :•, 1 ' MAX OCCUPANTS SERVED 39 a ' W • ,. } ' 0 1 DOOR WIDTH REQUIRED 02 x 39= 7 8" •% = yT ° • 1 ' . DOOR WIDTH PROVIDED: 54" J � 1 I 3`' Schema 1 Legend _ ,, �.. _ _ .i a _ I `, a vi , " -"` -1 -: ; •�: RESIDENTIAL - C DOOR CAPACITY: 2700CC. 15 • _ - T_ _ - OCC RESIDENTIAL NOTE: ON WEST SIDE, HORIZONTAL EXIT IS WITHIN 130' � T I I I if t AREA 5,986 SF FROM AN INETERIOR STAIR WITH STANDPIPE NO STANDPIPE j , T . I 1 �v 4. ASSEMBLY _.�... , _ • LOAD FACTOR 200 '�=Y • --- REQ. ON WEST SIDE OF EXIT PER 905.4.2.EX1 u' • ' OCC LOAD 30 4-r. , , i _f 3 : I 11 . • k II - :. " i-4,11 - -t. CIRCULATION a- < ..�` HORIZONTAL EXIT::.. £- : t r IT, z MAX OCCUPANTS SERVED: 71 zl_�z _:. :. T, _ �-- sr� CORR ROOF DECK '-i DOOR WIDTH REQUIRED: 0.2 x 71= 14.2"• -_-..��a ,� r- . . r «.PLANTER ! : - ` "F'""" DOOR WIDTH PROVIDED 54" •-• p _ ; , RESIDENTIAL - G 109 SF it � MOR-CAPAGIM �7D_OCC- - _-•l�aa i' . i OCC RESIDENTIAL RESIDENTIAL Ili_ 15 D NOTE: ON WEST SIDE, HORIZONTAL EXIT IS WITHIN 130' FROM AN 6 •• ' ` ; �7 - � --�; ` INETERIOR STAIR WITH STANDPIPE N11 O STANDPIPE REQ. ON WEST . • AREA. FACTOR. 200 5 SF ROOF DECK 01 • ',� SIDE OF EXIT PER 905.4.2.EX1 - ., _ ;- 12 I OCC LOAD 23 TRASH OCC. ASSEMBLY F,D • � , . ® B ..... <; AREA OF REFUGE ; 4 _ �- L� AREA: 561 SF i LOAD FACTOR 15 O 0 38 64^` STAIR g43 SF STAIR • - - OCC LOAD 38 I 1 93 SF 41 POT OCC X 3 SF = 123 SF 27 3� STAIR 4 j 38+15+11 188 SF OCCUPANTS SERVED: 27 I } I r. 12+15 _ _ _ _ _ _ REQUIRED STAIR WIDTH: 0.3 x 27 = 8.1" 1 1 1 . . :: PROVIDED STAIR WIDTH: 48" STAIR 1 .''` _ 1 ._ I ` REQUIRED DOOR WIDTH. 0.2 x 27 = 5 4" ,., + �,,w�w- ,. \ "I- ( : ? PROVIDED DOOR WIDTH 34" OCCUPANTS SERVED 64 _ : :� x w E REQUIRED STAIR WIDTH 0.3 x 64 = 19.2' - I t M <. 1 - ,1 ; PROVIDED STAIR WIDTH 48" : \ # - REQUIRED DOOR WIDTH 0.2 x 64 = 12.8' \ 1 r 11, J .:E. - �: .. PROVIDED DOOR WIDTH 34"t-wl_ .. r:. : , 4 1 1 n. -- - - • I- f 42LI. w II ELEVATOR _ ____ r .; :" _. � i; i -� - --- 1 { _ STANDPIPE , : { !t r F i 83 SF1 `{' I: I • 53 --- 18 / 1 20 .....�.. j -- - .' a -_ •J _' �# • . ' TRASH fAl:JE:-• _ Y_._ • I LL 8+53.i, • 1 �- �"" , : . T _..._ . � - _. 121 S F I : ; RESIDENTIAL - B j f - ' SA I j • • A-3 71 1• OCC RESIDENTIAL y _ F - - _ 1r - • F.D.° - AREAL7.093 SF .1 tx. il.:.:.. �` .:f a _ - �......__ 18+53 L....- - t.. ,� , i STAIR 5 • 53 i LOAD FACTOR. 200 I 11I i ... OCC LOAD 36 I ' LEVAT r -- - 1- e ,RESIDENTIAL - A OCCUPANTS SERVED 21 PATH OF TRAVEL = 0 fees �. . "" " ` may „ <W `, � ". I • M 111 SF I° OCC RESIDENTIAL REQUIRED STAIR WIDTH: 0.3 x 21 = 6.3" -. , _ 'U-1- �" '"" PROVIDED STAIR WIDTH: 48" COMMON PATH = 94'-1' I ❑ a •© ; '� r AREA 8.142 SF I '�•��•••A••••••� ` r - I' LOAD FACTOR 200 REQUIRED DOOR WIDTH: 0.2 x 21 = 4 2" ;_ ""' �' f PROVIDED DOOR WIDTH: 34" L OCC LOAD 41 - L - - - - - - - - - - - - - - _ . ROOF DECK 02 -- STAIR STAIR 6 , ., I _ _ _ 310 SF \ OCC ASSEMBLY OCCUPANTS SERVED 71 1 - - - - - - - - _ AREA: 1,844 SF REQUIRED STAIR WIDTH: 0.3 x 71 = 21.3' - - _ _ LOAD FACTOR: 15 PROVIDED STAIR WIDTH: 48" ' AREA OF REFUGE - OCC. LOAD: 106 REQUIRED DOOR WIDTH: 0.2 x 71 = 14.2" 792 SF PROVIDED DOOR WIDTH: 34" 142 POT OCC. X 3 SF = 426 SF PER 508.2.3 ASSEMBLY OCCUPANICIES ARE LESS THAN 10% AND ACCESSORY - - - - -- _ - _ - _ 1584 + 561 = 2,145 - � - _ -s FLOOR SF = 49,015 � �� 2,145 / 49.015 = 4.4% < 10% LEVEL 7 SCALE: 3/64" = l'-I CITY OF SANT ANP 1 T a I Planning and B - - 95 POT OCC. X 3 SF = 285 SF - - - - - - - - - 70 POT OCC X 3 SF = 210 SF - - - - - - - - - - - - - - 00, / REFUGE AREA REFUGE AREA PATH OF TRAVEL: 108'-8" 983 SF COMMON PATH: 55'-4" 1218 SF / - - - �' -.- - - -- -- - -- - -- - - - I, --- - -- -- ------- - - - - -- - - - E, . - - .. i. ,' -1 ,i : - , , '. { *`: .'' { - - _ApprC& RESIDENTIAL -1& �t!_Jlll - ,.. * �..., ; ; �.J • .._._ . _ _-- -- OCC RESIDENTIAL z '.;=. ,. 2 ! E EN L Al P TER' r 0 N'C AREA 6.908 SF $ 1 'f SID TIA - E _ :5 LOAD FACTOR 200 € W' ., k '' _..STANDPIPE---t CC RESIDENTIAL j PE MIT ELEVATO , :, " I /} y REA s,966 sF r-s ", , 0 ill I ill - , OCC LOAD 35 : . - ,r° I / EX -CABINET_:; M � togawa Smith martin, inc. I _ R - - _ s i�o I i ` _• 93 SF `' �. k�:h _ # ll!i tl street, ite 12 _u OAD FACT 20 _ _ , i I f - : su, CC LOADO ,. d 45 ' •� TRASH i_ r -- -- -- -- --_ _ • ` f - 4 +.los angal 4� flower et su 0 1 1 ,° , -,,- •. •....• 12 .....•..� 46' 0"• .a 12 r.• 39 15in'_• to'213 614.6050 • 1--i�•........�•...•.......••• 1 ,� _ • _ �- _. F m - - c co r _ _ STAIR - ' • I �. s' - 11+13+15 •*1, = /8t '� - , 14+15 ,15 ' 13 1 j a i. T- . SL• T i -' . STAIR 2 '.- . • • , I tF1 .: _I -- ; {.;, _ ., t 5 182 SF W;. .i `'faf-;i.�:I 1 I:-- - -3 STAIR _. OCCUPANTS SERVED 29 - - - __... -_ k x - t.-->-.._ 12+1 i, ELEVATOR : I: v_ , Y' .: REQUIRED STAIR WIDTH 0.3 x 29 = 8.7" - - • ,. r 7 , : > ._ • - 1 I_e PROVIDED STAIR WIDTH 48" r. RESIDENTIAL V gado Companies . I. ._ - •a..- I ° Y -r _:1 _ -.. _ _ ...... .�.�'.,-_,�. z ,S OCC: RESIDENTIAL F �I r ID:T., 80 SF • 1s. Beverly drive REQUIRED DOOR WIDTH 0 2 x 29 = 5.8" • _ _ • AREA 5,268 SF a _.,.ti..- - • _..> - FOUNDED 186 Bev iJs�` _ 1 G DEN C . ; , ::.:. q erl h co 90212 PROVIDED DOOR WIDTH 34" 1 1K; ^^ " - • - i # LOAD FACTOR. 200 y 11 e: 4 "" - • • . `el: 31 U-432-0800 __ I - I4 I .._..--.__-.....__.. I - : ; occ !I LO } www.lgado.net . _.6 _ i - A.-.- AD 27 l i ------ __; __ I I. i __ 1. d - - I- - -' =N .., ='ice -, •. f . 'i we PATH OF TRAVEL 69'-5" COMMON PATH 56-3" I I STAIR 1 OCCUPANTS SERVED 28 REQUIRED STAIR WIDTH 0 3 x 28 = 84' PROVIDED STAIR WIDTH: 48" REQUIRED DOOR WIDTH: 0.2 x 28 = 5.6" PROVIDED DOOR WIDTH: 34" ._.__ ��_.... y z r6 • 17 . p + / ( l 4--•-----• *I =u _ _ HORIZONTAL EXIT • • .:. I • MAX OCCUPANTS SERVED 39 I • }I-; '. L DOOR WIDTH REQUIRED 0.2 x 39= 7.8' - �: - i _17_`7 `'f"'�"" RESIDENTIAL _ C DOOR WIDTH PROVIDED 68" --, .�"� i .fit/ OCC RESIDENTIAL DOOR CAPACITY 340 OCC. '. ' AREA. 6,818 SF .:Itz • LOAD FACTOR 200 NOTE: ON WEST SIDE, HORIZONTAL EXIT IS WITHIN • '� _ _ 130' FROM AN INETERIOR STAIR WITH STANDPIPE. # =� OCC LOAD 35 . . ,� NO STANDPIPE REQ. ON WEST SIDE OF EXIT PER „�.. _ �. s' �� 905 4.2 EX1 i t - - - i i • • • '7' • e4i _ HORIZONTAL EXIT :..... i Z • _�� : , ; MAX OCCUPANTS SERVED. 24 • t DOOR WIDTH REQUIRED 0.2 x 24= 4 8" - - '� DOOR WIDTH PROVIDED 54" • ,; r "0 1 DOOR CAPACITY 270 OCC 29 STAIR '- ~! - , '. 1 1+18 193 SF NOTE: ON WEST SIDE: HORIZONTAL EXIT IS WITHIN -1 r, 130' FROM AN INETERIOR STAIR WITH STANDPIPE. NO STANDPIPE REQ ON WEST SIDE OF EXIT PER t"..905.4.2Et ; - � _u r "� , 1 k ELEVATOR 1 ` ==_ - - { _. J:. - 83 SF - �_, r' : ._r i [ + .. - A... i \ E 1 1u {, l , -. .. , �- : -3 } \ 1 v M__... �_ 24 1t } - : •61 ••••••NM•••••••••.•••••••••••8J"_5••••••••••••••• _ . - GG i 20 ...... ��. rt _. _ 1g � -- - -1t _s RESIDENTIAL - B j , _ " F; 4 K OCC. RESIDENTIAL } _ r*l .h '_.'.'a • 'r: T 4 - __ AREA 9,436 SF -Y V 1 _; • a 0 t LOAD FACTOR. 200 I , OCC LOAD: 48 ,FT_! ' lM i m , is - - - - w _u ...a ,•--9r--w ' - 11 { I- 1 I I '. 4. 71j! L _ -- �.....�� 15 - - , I STAIR 3 �- ,1 ' OCCUPANTS SERVED 29 I ?-- REQUIRED STAIR WIDTH 0 3 x 29 = 8.7" ' PROVIDED STAIR WIDTH. 48" . - 11 . -- ,7 -• -- REQUIRED DOOR WIDTH 0.2 x 29 = 5.8" PROVIDED DOOR WIDTH 34" 1 111111111111111 --_ . ' ,x. �rr._ • iI{ • • • .M L Schema 1 Legend F I{ • �. . • ' ; ` ` 1 ill ... -- RESIDENTIAL - G : RESIDENTIAL OCC.RE CIRCULATION _ 4 SF • LOAD FACTOR: 200 ,.. r, - 12 " OCC LOAD: 23 - CORK i « 27 .;_: -:. ! RESIDENTIAL 12+1 _ I!- ie._ ._ - '- _. OCCUPANTS SERVED 27 _- I I -D STAIR WIDTH 0.3 x 27 = 8 1" � TRASHED STAIR WIDTH 48" REQUIRED DOOR WIDTH: 0.2 x 27 = 5.4" I I PROVIDED DOOR WIDTH 34" - - ------ `1 RESIDENTIAL - A C� -Ij A - OCC RESIDENTIAL STANDPIPE ' AREA. 8.112 SF A FA T R11 ,CABINET Li C O LO .200 OCC LOAD 41 I1 1 L i � -7-r - 1 1 I � r � F - H «' - �_I'll -1 : I -1,�.--., 1 _.,�___._ f. �- ' I .11 1 3 • -, _ . - g A • • . , / 81 do .. �. ; -.: 3 I I I I • _.....:. 1- , • REFUGE AREA _ _ I STAIR 6 41' \ 870 SF OCCUPANTS SERVED 24 _ _'` - - - -- - - - %% 41 POT OCC X 3 SF = 123 SF IREQUIRED STAIR WIDTH 0 3 x 24 = 7.2" REFUGE AREA PATH OF TRAVEL 133'-6" PROVIDED STAIR WIDTH 48" COMMON PATH 59' REQUIRED DOOR WIDTH 0.2 x 24 = 4.8" 816 SF PROVIDED DOOR WIDTH 34" 48 POT OCC X 3 SF = 144 SF LEVEL 4-6 - - --- __ SCALE: 3/64" = l'-0" 011 / / -- --- - - - - & �` \�ti i . : L .4:. _____ ____ _____�, } :I ., RESIDENTIAL is OCC RESIDENTIAL ELEVATO ,- p AREA 7.508 SF '' -_ - •,-'""'R`s' LOAD FACTOR 200 93 SF li� a 1,:j OCC. LOAD: 38 k R. R - fi I r x TRASHH �' _ �'. r': _ 91 SF :. ___ . ••........•...�1.-... ,5. 75 ,......... -.. __. STAIR 2 • • ' �_ Al '� ' 3s+188)i3 - -� - 1 '+ 1 OCCUPANTS SERVED 150 1 ! i _ __ _ { • 50 ' 101) �' REQUIRED STAIR WIDTH: 0.3 x 150 = 45" - -.:�,,,, .,`' _ e - 1 • 75+30+45% . , PROVIDED STAIR WIDTH 48" 1 REQUIRED DOOR WIDTH 0.2 x 150 = 30" 1 , I • .. • . PROVIDED DOOR WIDTH. 34" • ; I 1 • d. I .1 a� '1 75 r , _.... _ - ;, I I l �18 y- COMMUNITY ROOM I 1 k �' ~` /- ' '= 45 OCC ASSEMBLY ( 1 �.�.�. , __• __.._ I �. 35+45+107 ' AREA: 2.818 SF /r /� '4 ; ' ...... LOAD FACTOR 15 I 1 i 19 /2--� NI ' .�_ ' .' / ' / OCC LOAD 143 I _ s: \ .:.. 0 /!' /' /' /'r / u 107 r'tl'' l. Ii - ` ..: k-,(15+196 . - RESIDENTIAL 1 Ear, • _ / OCC RESIDENTIAL ( I is • i 36 .c .r 45 �, _ - ' �' ' AREA 3 782 SF` I I ,, - :. i � r/) - LOAD FACTOR 200 0 / • ; 1, , ' - , OCC_ LOAD: 19 1 .r 1. io 71 , r ` I� •i 36 44 , PODIUM DECK I I . : ' ' • ': �••e•� , �// ' ,' /' , �' ,' OCC ASSEMBLY I _A • AREA OUTDOOR, 322 SIF .--'�-" / s /'i ' ' / LOAD FACTOR 15 I fro- I19+7_1)/2/�. /. .�.�.�/�/� 11 OCC. LOAD 89 I I - .3 , A ' ' 45 ,/,�i ` - 36+44+107 , I a . :G is i#' • . • ri r I 11:�_ • lb I _> - _ I I ' 1 •?�K .j EGRESS ESS C( I 'i 1IS a 243 ��'zl __» (243+75+45)/3 • • 1 (243+75+45)/3 • • 187+56- °" STAIR 1 _ .....••..n•.. -, _ , r {I: ILI,�_ OCCUPANTS SERVED 121 I `-' -! , F I REQUIRED STAIR WIDTH 0 3 x 121 = 36.3" -�i �:;�`__., ^a. ' PROVIDED STAIR WIDTH: 48" 1 1 (243+75+45)/3• I I -in ML4 I ^°° REQUIRED DOOR WIDTH 0.2 x 121 = 24.2" / -_1 {{�.-- =:�i PROVIDED DOOR WIDTH 34" 1 121 __D I` _-vFi I / STAIR 7 1 t • OCCUPANTS SERVED 121 I.- r _ I4.1 7: � ` REQUIRED STAIR WIDTH 0 3 x 121= 36.3" '- • ' PROVIDED STAIR WIDTH 48„ / %• ,�.._ _.-_-� �;_ �. � :J'.•......•.. ... 26 '••••••••••••� ,........•.....r f: 90 10' ,., � _ . _ .. 147 - _ - ,.... Y ,- I ;� } k = I - - �~ 121+2 ..,4 RESIDENTIAL t T "� _- = OCC RESIDENTIAL I -" 1• , % ' EL V AREA 10,303 SF -" F ''' 1 LOAD FACTOR 200 - { E OCC LOAD 52 (I J - - - - _ - / I - � , 11 - STAIR 6 ' PLUMBING FIXTURES REQUIRED OCCUPANTS SERVED 147 POOL & SPA: REQUIRED PER HEALTH DEPT. REQUIRED STAIR WIDTH: 0.3 x 147 = 44 1" 632 + 130= 762SF/ 15 SF PER OCC = 5&8 OCC /2 WC = 25.4 = 26 OCC EA PROVIDED STAIR WIDTH 48" LAV TOILET -1 URINAL REQUIRED DOOR WIDTH: 0.2 x 147 = 29.4" MEN 1 (1-80) 1 (1-75) 1 (1-75) PROVIDED DOOR WIDTH: 34" WOMEN 1 (1-80) 1 (1-60) L- - - - - - - - - - - - - POOL DECK 2,969 SF/30 OCC (LOAD PER TABLE A) = 98.96/2 WC = 49.48 = 49 OCC EA. A-5 (OUTDOOR ACTIVITY) OCC PER 422.1 LAV TOILET URINAL MEN 1 (1-200) 1 (1-100) 1 (1-100) WOMEN 1 (1-100) 2 (26-50) PLUMBING FIXTURES PROVIDED LAV TOILET URINAL LEVEL 3 MEN 2 2 1 WOMEN 2 2 SCALE: 3/64" = 1'-0" TRAS-I 121 S= STAIR 5 OCCUPANTS SERVED 21 REQUIRED STAIR WIDTH 0.3 x 21 = 6.3" 'ROVIDED STAIR WIDTH REQUIRED DOOR WIDTH 48" 0.2 x 21 = 4 2" PROVIDED DOOR WIDTH 34" ,IAIK 3 OCCUPANTS SERVED: 118 ' REQUIRED STAIR WIDTH: 0.3 x 118 = 35.4" - - _ PROVIDED STAIR WIDTH: 48" 9 REQUIRED DOOR WIDTH: 0 2 x 118 = 23.6" PROVIDED DOOR WIDTH: 36" -•-14+17+12+75 STAIR "•7 _., S, �: 191 SF Ln 0 N "}n-` � W Q U 2 O `) C L 0 4- >, 0 >O OC: O I 0 �__ 0) Q ` _N (a' /) " Iw 0 0 N a D A ��ti/ HUG O S AR EZ �01 EXIT TRAVEL DISTANCE = 248'-0" Schema 1 Legend COMMON PATH = 0'Ill N� N . C-10561 1. N SPA ASSEMBLY o 1-31-230 OCC ASSEMBLY F C ALA AREA OUTDOOR 30SF I j ASSEMBLY OUTDOOR LOAD FACTOR 50 OCC LOAD 3 I CIRCULATIONPOOL GCC ASSEMBLY LREA OAD OFACTDOOOR:R`p2 SF C O R R CCC. LOAD. 15 RESIDENTIAL POOL DECK TRASH AREA OF REFUGE 801 SF 270 POT OCC X 3 SF = 810 SF AT . a r% r HORIZONTAL EXIT NOTE: ON WEST SIDE, HORIZONTAL EXIT IS WITHIN 130' FROM AN MAX OCCUPANTS SERVED: 26 INETERIOR STAIR WITH STANDPIPE. NO STANDPIPE REQ. ON WEST DOOR WIDTH REQUIRED: 0.2 x 26= 5.2" SIDE OF EXIT PER 905.4.2.EX1 DOOR WIDTH PROVIDED: 54" DOOR CAPACITY: 270 OCC - - - -- - F- C C 6' Lr C c a C ) C ) C C 4 c r u - C is ) - w cn -__1 Q 1= m V) U w = U ) Z ) Q ) a- )p UI 4 C) `0 - F- u V < r a v u 0 y (_ u 3 (_ 2 < E a H j u ) V - .< r i a )- r✓ j u > a )(_ 4 u 7 )(_ L < 0 4 c ' C )C -__1 Q m V) H W a_ Q z W I J d IZ Q JIM- w 0 C'7 CV I- C) CV 2004423 1 10/19/2023 EGRESS PLANS scale: 3/64'' = 1'-0" G213 00 Q' _I O v N O O C_ r� 0 O CV 'o -- co - 1 2 3 2 1 2 302 A354 A354 302 303 A472 1 2 3 4 C 5 6 A202 7 8 9 10 11 12 18'-0" � 1 320'-2" y - I 34'-6 1/4" 22'-8 3/4" 27'-6"0. 18'-6" fit 27'-0" 27'-0" 27'-0" 27'-0" 15'-9" 31'-0" 62'-2" y I 1 /21/2" 34'-3" 1" 42'-6" 19'-81/2" 35'-3" 1" 19'-7" 1" 19'-4" 1" 34'-10" 1" 24'-45/8" 24'-73/8" 16'-0" 1" 35'-41/2" 'IT-0" 1'-0" j ., _ / I 2 3 4 I 1 s12 I I A355 A355 A355 5'-5" 8 -10 3/4 10'-2 3/4" 7'-10 1 /2" EQ EQ 6 -2 5/8 8 -2 5/8 v N 10'-2 7/8" _ - = o r rr o I 4.3 1 S12 bo ° 4.3 5' 4 5/8" 8'-7" 5'-4 7/8" 5-4 1/8 I 8 7 6'-31/8 c� ' rn 1 S12 ;n - EDGE OF LEVEL EDGE OF LEVEL 2'-11" o0 A M 1 rn c E3 C_ 1 cn 1 S2 2 N - I ! - S2 1- -- - 3 ABOVE - 3 ABOVE - - - - - - 1/ 5 0 1 0 1/ - - - - fr 2 1 - -- ------------------------------- ----- -7'-8 8" 4'-0" '-6" 2'-0" 5'-1 2r. N I 1 S2 1 S2 I _ 1 S12 - o . . .3 rn ----12'-6 1/2" 6'-6 3/8" r-6 5/8" 1l'-2" - - - o --- - - - _ �n E1 E1 k-F IV _ 1 S12 "' r 2 2 2 2 1 S12 I o D2 'Q9 �? I E3, ,cQ ,� 2 ° N q 7 1 S12 "' co -- iv I °o / I �• o `° D I , ! , it, 2 2 2 _ 2 l °' - ------- ----- T ---------------------------------- - OHZ --- - � es.BT S 1 a , I - L • � - - I O 204 - r . 1 S12 � 1 S12 I � 'n � I I 0 51/21, T THIS - 2/A501 TACK I I 3 C20 ---- -- + ---- I - -- -- - -- - -!-- -- - - -3 -I - NLY - -�-- - - -� �- +-- B I B1 B2 S1 - B2 A7 I S4 B7 4.3 - OUTDOOR �, A350 I �,, OPEN TO I OPEN TO to I E3 '''' 61a "' 20 DECK "' F26 202 M - 200 250 1 M2o �. BELOW252 �BELOW ._ _60 1 /1 4 N I = N "' 1 /A501 r 1 /A505 A50 = 3/A501 0 1 /A507 11 3 I I 210 �_ r I I _Ar I coM A301 J I 27A U4 c; l r L J o o I- -, CD - l \ 33'-9 1 /2" - i I-4 I ❑ I ❑ a I L J- I I I 9 12'-3"� 12'-4 112 j I I 3 Q 1 S12 o - 0.7 I I / 12'-2 3/8" I A404 `V n I R1 I Q: I DN I _ 2 I _,FN = I-2 1.37 11'-2" `I' 8 1' 1 3/4" MIN 04 R1 R1 R1 - I cw I Q Q I ST5 A353 � 1 ' , / R1 4b MIN c>? -3 114" -3 1 /4 1 � 20 MIN - 20 MIN 1 -O' 1-5 I x' . - - - 9D I Ln 8.8 3.13 7'-3" 7' -3" 3.13 0.4 , rn e� s7 7o MIN R1 si2r 61.21' - FE 20 M N 1 r I 1 S12 I 3.6 --i r ,. 8.8 3.17 1.37 51/2 r 3.1 `4 � � ng, ��- C19 ;n 1 HR RES. CORRI RB-1 N ST1.36 C19 ^ C _ IDF #2 L1 - - - - - - - - - - - - 1 2 - - - - - - -- - - - - 1.37 - I- - - C ---- - - - -- - - - E � wa R r 5' 0 --- MIN , _ E-2 N 3.13 ° 1.39 SH I 2 M20 2 M20 - 3 I.11 2 20 I F 1 R1 I r D - - - - iA ' - - �J -a'C5 - I i i I I I I ! - - - - - 1.39 - - - 1 - - - 3 TE-2 3.19 - I - - ao 1.23 O _ - I - D I_ o 213- I 0 I 2 3.5 3.15 r i i 11P STAIR 2 S I S S ` 3 5 2r cr N 6'-3 1/8" 6'-0" 6'-2 1 /4" 5'-0" 3.13 I-1 3 4 i CO 1 S12 O I T I I T� T I T T 1 3.15 -V r ., °�9 0D " ♦ ,. J- - 4 3 _ M2 50 C2 3 -1 - 18 12 -7 3/8 - E . - 9'-101 /2 FP-1 I r M (V O TE-1LO 1 I . . . R11 PE-1 L> U16 A212 050 I 048 046 044 I 042 040 038 I 036 63-4 032 - - - - - �� IN pC114 In Q o� o� 1 1 BZC - NI - I IN I I I 4'-0" o0b r ILA I I v -- r 3.19 r 01 E -- - -+--I 'E2 _ 212 - L_J - - - -- - - - - -- -- - - - - - - ---A461� °° c`� -" -- -- - - --cv E r /A5,05. r F . 2 °°°°°° 255 I ti 1 - FEV FLU �/ I $•6 .000000 3 C20 TUBE STEEL POST I o r ( I i o _ P OL F s I I I I FOR EV CHARGER °' N 2 M20 2/A506 1 M20 I( l[�V �� 1/ TYP I 1 S2 3.4 n 22 s2 EQlIPME _ _ _ - - - - - - 1 s2 - - - - o - - RO M - - - - - � 11 s� -T � � T 74 T I - - -T- �' - \ t - �- � - ^ -I Q - - - - - - - - - - - - - - - � � F 054 Ct53 �+ = 12 v I I O I 16'-8' I I ', 3 C20 `•, N I 3 C20 Cl) 1 S E3 iv c I I - I = 3,6 I 051 049 I 047 045 043 I 041 039 037 I 035 033 03t 030 029 - l I o -- - 1 S2 Q' O N - G -I E - - - - - - - - - - - - - - I. - - - - - - - - - - - -I _ - - - n43G I ' ' ❑ o `-�rlt 9'-0rr 9r_Orr 8r-0r. 8'-0rr 8.-0° 8r crr 8' 6., 8r-0rr 8r-0rr 8r-0rr 8' Cr. 8r-0rr 8. 6" 6'-2" 9'-0" 1'-4" 9'-0" �� o 111'-0" 17'-6 1/2" 6'-11,r a I_ 2 3.6 5r_9r. I co I A L3 1 S2 r _ o I 1 S12 - �4 3.1 o I co E.D. I I q I I� o °0 E.. e N 4.3 B b _ N r I/ y I N O rs L.I - - , �n - - I - E2 - _2 14 - - - - - - co - - - - - - - - - - - - - I - - ' 3/A 05 u POOL ABOVE SPA ABOVE I N ' I ;D I I Zo A201 2 I 5 1 /2'e 33'-0" 5 1 /2"' 6'-2 1 /2" 8" 18'-0" 24'-6" 18'-Or' 1 r-3" 9" 8'-6" 8'-6" 8'-6" 8r_6rr 10 8r_6rr 8'-6rr 8r-6rr 8r-0rr 8r_6.rr Err 61.67 - o A211 12 V 1 S2 I I I I 33'-11' O - r ----- ---� . -� rn _ I I CD Ir4 11 2I- _ CO bL01 9L0 SLO I 080 Z80 b80 980 880 O60 - - - 1- - c.r - - - - - - o I I 0 co I I � i0 ( t o Zo I I I F--= --� 00 0 0 zo 60 pp � 2 A202 ' I , 2 45 MIN W o r i Cn I I I I „ ( LO N c0 0 2 1- 1 S12 0. IDF I I I I I L--- ---� 1 1.4 I� 25 7 I /C� - - - - - -J- - - - -I - -- -,-- - ,- - - - - TYP.- - _ - - - - - - --- - - -- - - K �0_ I R1 I _ I I I I I I I- I r` r B a IN C CO = 6LO LLO 3 6LOI t80 E80 580 L80 680 l60 co r co o a in I cp ' i' i _ _ � ao � %� I I � o 2 io � 4.3 _ - , _ - _ ao o - 2 A301 N I I I E2 F3;A 05 L- J o , i JL ao 1 l °° `fl A301 Isw 1 S2 I 0 I L--- ---U 1 1 (• ( o 1 I o I ----- - I a SHAFT SCHEDULE -_;2 - - --- -3.-_- - - - - _ _�- - - - _ - - - -- - -�-- -- -� 00 I 1 1.39 �., 1 _ I I r I I I REFER TO MEP DRAWINGS FOR MORE INFO c i 1 S2 o io rn co co .o 3 C20 �0 o °' 00 r r I EO 3 _ I to co I rn 1'10 108 106 1 104 102 100 1 098 096 094 1 I a_0 I A358 T TY . 4.3 I ' , 1 S12 2 8 - J R1 4r_8rr 8rr = o `° °° °° 3 C20 3 C20 1.1 1 /A 02 4 �i E� iv - - - - -1- N 1 1.4 �. I i N TYP. 1 I ILLfi N _ I TYP. o QD 1 S2 0 . I ST 1 2 co cD ,_ 00 0 I 1 A401 I e � � � � � _. � � � � - - - o - - - - - - - - - - - - - - - - - - - - - - - - - - - I ,Ly 3 moo• I o r r 1C0__ 11 S2 ) I o I Ico N I � _ _ 109 107 105 103 101 099 097 095 093 - --- - - - - - - - - - - -- - - - - - - - - - -N{J61.58' Ir=- -- -- -- GI-3 A358 N I 4 3.20 _ I I I co 1 I I _ ° 0) 3 00 s N� 2 M20 911 8r_6" 8'-6rr 8r_6" 8'-6rr 8r_6" 8r_6" 8'-6rr 8r41 8'-6rr 6" 4'-7" 18'-0" 3'-0" A212 3.6 I l 0 1 in co N ' r N �\ D. COio A% I I co D I I H 3 2 M20 ei N o o I 3 C20 co 2 S9c I - io CAI p 2' 9c I I I 2499" 1 H I I I 1 60 - - - - - - i _r - - 9 - - - - - - - --_ - - - - - - - - -� CH I 1 4.3 A4111 1.37� 3 4 ' GE-4 221 9'-0" 1'-0rr 9r_Orr 8'-6" 8'-6„ 8._6" 8'-6" 8'-6" 8'-6" 8'-6" 8'-6" 8'-6' 8 -6 8'-6" 8'-6" 8r-6" 8 -6 8'-6' 8'-6 , 8 -6 8'_E o 0 0 = r r rr r rr r r r " _ I °°°qq °° 1.34 ~ o°d o o j '1.13-- --' 8.8 GE-3 2 M20 - 1 M20 o°ooc°�oao� o°a0000°oo - - - - - - - - - - - - - - - - - a - -�- - - - - - - - R 0 000o Ztt Elt Ell 5ll 9lt Lll 8tl 5ll Owl lZl ZZl EZl bZl 5Zl 9Z1 LZl 8Zl 6Zl OEl 1 1.35 ' GE-2 L V A� STORAGE ® 3.6 223 °°° 0 4 ' _ - GE-1 2 FE 00 1.34 co Fb 0 [��a �a (� 18 R1 N z o o �� e�J 0 °D C� z 9 s,2 C7 �- A461 WALKING SURFACE LEGEND 2 90 MIN C C12 _ A821 A821 = I B3 IN 2 S9c � ^ 1 S4 +s IN - E-3 1111111 L FE 1 S4 I 1.37 _ = L - - - - - - - 220 _ _ _ _ _ _ - - -cmn I 1 /A506 U M1 - -= S 2 e 2 M20 1 M20 I - - - - - - ., I - ° -T .� `- " - - 9 I - - - I - - - - - - r 1 M20 I _ - R.5 CONCRETE TOPPING - ° - 4'-53/8" _ = 2-9 1-3 I RASH 3.5 N SEEA741-A742 STAIR s 1 S4 3 C20 1.39 6�.er PN v I FOR DETAILS 1.39 n 1 HR RES. CORRIDOR N N A411 r� 11 1/4" I 11'-9 5/8" 12'-11 1!8" T-4 5/8" - I I ON STRUCTURAL / GI-2 - - - - U1 I 1 M20 CONCRETE SLAB L= J m / U9 1.39 39 N --�f+if- � --1 I �I � U _ � r ? _ z - �5#NN 1.39 1 I �r�uN _ I NOTE. SLOPE DECK 1 8% MAX - NO WALKING SURFACE CAN I - II I I I I II _ I 1 � 8.8 1- I I = - I o EXCEED 1.8%. O 0 r cn ch _ _ - 1.37 1'-3 1/2" 3.6 - 3.4 3.1 1 S4 i� STT1 --- I TE-3 STRUCTURAL SLAB B2d I I LEV E 1 10'-10 5/8" ir) 1.37 2 S9C I O iv ,',',',',', DEPRESSED FOR SEE A741-A742 CD O N CV - 0 I N I 222 II F - i - +I F 1 F I Ir 1 3.17 I I 1 CONCRETE TOPPING FOR DETAILS r M /A505. -= I� t I I I I I I R1 R1 I 19 , LJ� LJ LJ ILJ I - -- , _ 3 C20 HARDROCK I I - - 1 b 11 S4 CE-1 co , DN = _ A4 A4 A4 4-a N p - p I N CONCRETE TOPPING SEE A740 M 6 Q Q 228 30 O S3 - ST I 4 •- ON WOOD FRAMING FOR DETAILS 1 ® - 2/A502 2/ 02 - - 2/A502 /�4502 - N 232 I I - I 1 I I A406 N I s M - - I SEE SLAB PLANS FOR DEPRESSION DEPTH A 2/A501 1- 20 1 S12 M o I """""' ON WOOD FRAMING FOR DETAILS A790 ;;T 1 21 S2 ' = ' 1 S12 ' �' �' 1 S12 C3-a 2.5 _ _ 04 - 1 S12 - r� 00 _ I 234 I I - li 236 2.10 _ r r 1 4.3 SF 20 r) 1 S12 SF 01 r C2 3 -7 ' E1 ' E1 ' 1 E1 ,' �E1 ' `V 6' -3 3/8" �' 2/A508 1 /A508 �,� _ _ _ _ _ N _ PEDESTAL PAVERS SEE A752 c _ _ _ _ _ 1 S2 - - 1 S2 3 C20 �' FOR DETAILS 4 v o o c v 2 1 S5 I �: c 3 203 2 w 4'-10" 407 _ 8 I 2 I 2 r 2 I I � N 352 A821 2 � 3 1/2 3 -9 1 /2 1 S 12 4.3 5 -5 5 -8 5'-8" 1 S 12 L3 4 -10 1 /2 5 -8 1 /2 ' . 2 4 -0 3'-0 ' 4'-0" T-0" 4'-0" 3'-0" r " � 1 r n r " r "� r r r " r N R2 � Y r L - FLOOR DEPRESSION FOR FINISH MATERIAL. 7T 4 I 3 2 I 1 S12 1 �'� N 1 S2 R2 2' 2,', °' SEE FINISH SCHEDULE FOR FLOORING 5'-4 3/4" 5'-4 3/4" I , . , . �, "v 351 A351 A351 3'-11 1/2" - _ 4.3, 2 2 2 2 2 2- - `- -�- - - ---r r - - - -- - - - - -- -- -T- - - -I- 4,-5 4,-7 --� M - I - _--_ 1 S2 1 S12 `4 - -I - `V BUILT-UP OR RAISED CONCRETE SLAB OVER 1 S12 „ - - - - - STRUCTURAL FOAM. REFER TO STRUCTURAL 11'-0' S-5 1/2 5'-5 1/2 11 -0 11 -0 4 3 4-7 4-2 314 C? - - - - - - - - - DRAWINGS 3 2 I _ _ A356 35 00000000000°o TRUNCATED DOMES- - SEE 12/A900 3 1/2" 5 1/2" 22'-7 5/8" 5 1/2" 3 1/2" 34'-4 1/2" 1 10'-9" 19'-6" 1" 19'-4" 1" 19'-4" 1" 19'-7" 1" 18'-7" 1" I 48'-8" 1" 1 48'-10" 10'-11 5/8" 000000000000 FOR DETAILS _ + I I I I 276'-9 3/8" I I I I I I I I I I IlffIll� I I I AL �01 _ 1 1 2 3 4 i 5 2 6 7) 8 9 10 302 A302 LEVEL 2 - FLOOR PLAN --- --- - SCALE: 3/32" = 1'-0" B-1 BOILER ROOM SHAFT 2'-2" x 10" CE-1 CORRIDOR EXHAUST SE 1'-6" x 6" CE-2 CORRIDOR EXHAUST E 2'-0" x 10" CE-3 CORRIDOR EXHAUST NE 1'-2" x l'-2" E-1 ELEC ROOM SOUTH SHAFT 4'-2" x l'-5" E-2 MAIN ELEC ROOM 150 SHAFT 2'4" x 2'-10" E-3 ELEC SHAFT 2'-0" x 7" E4 ELEC. ROOM WEST SHAFT 4'-8" x 1'-0" FP-1 FIRE PUMP SHAFT 1'-0" x 2'-0" GE-1 PARKING GARAGE EXHAUST 4'-8" x 3'-8" GE-2 PARKING GARAGE EXHAUST 4'-8" x T-2" GE-3 PARKING GARAGE EXHAUST 4'-8" x 3'-8" GE-4 PARKING GARAGE EXHAUST 4'-8" x T-8" _GE-5 PARKING GARAGE INTAKE 5'-2" x T-0" GI71 PARKING GARAGE INTAKE 2'-0" x 6'-0" 1-2 PARKING GARAGE INTAKE 1'-10" x 8'-1 ' GI-3 PARKING GARAGE INTAKE 3'-8" x 7'-0" GI-3 PARKING GARAGE INTAKE T-0" x T-0" ?Z, 1-1 IDF 2'-0" x 2'-6" to 1-2 IDF 2'-0" x 2'-6" 1-3 IDF 2'-6" x 2'-0" 1-4 CORRIDOR MAKE-UP AIR 8" x l'-2" 1-5 CORRIDOR EXHAUST 1'-0" x 9" PE-1 POOL ROOM EXHAUST V-0" x V4, RE-1 RESTROOM EXHAUST 1'-0" x Vi RE-2 RESTROOM EXHAUST 1'-0" x l'-0" RIA RESIDENTIAL INTAKE AIR 7" x 1'-2" RI-2 RESIDENTIAL INTAKE AIR 7" x V-2" RI-3 RESIDENTIAL INTAKE AIR 7" x 1'-2" RI-4 RESIDENTIAL INTAKE AIR 7" x l'-2" TEA TRASH ROOM 1 EXHAUST 1'-0" x l'-0" TE-2 TRASH ROOM 2 EXHAUST 1'-0" x 21 TE-3 TRASH ROOM 3 EXHAUST V-4" x V-O" 0 r Ln M N CITY OF SA KEYNOTES: I 1.1 STANDA D PARKIt��A'LL!DIJERg7, n ;i�n c y 1.4 TANDE PARKING STALL. SEE DETAIL 2/A701 1.10 COLUMN, SEE STRUCTURAL. SEE DETAILS 7/A701 1.13 CHAIN L K FENCE. SEE DETAIL 16 & 20/A702 1.26 BARRIE RAIL: SEE DETAIL 16/A732 1.34 TRUNCA FED DOMES: SEE DETAIL 12/A900 1.35 MIN 48" LEAR PATH PROVIDED FOR EXITING 1.37 PROVIDE CARD READER 1.39 PROVIDE GYP BOARD AT CORRIDOR, CONCR E WALLS. TYP. 2.5 RESIDE TIAL UNITS OVER 3-HOUR PODIUMPHp RATED ENETRATIONS. SEE DETAIL 2/A720. IA.55 T N M P N 2.10 RESIDE TIAL C CR E - O T :SIDR . -RETAIL, R COM SE E C 1. L W( CL DINAARE TO AVE A ARP N PA . A togawa sml martin, Inc. SURFAC WITH ACOUSTICAL UNDERLAYMENT. SEE DETAIL 444 s flower street, suite 1 220 2/A720 3 1 ONE-HO JR CORRIDOR - 8'-6" CEILING HEIGHT MINIMUM los angeles, ca 90071 WITH CP RPET FINISH AT FLOOR. ALL RESIDENTIAL DOORS iel: 213.614.6050 TO BE 2 MIN. RATED UNLESS NOTED OTHERWISE. SEE .tsminC.com DETAIL 11/A713 FOR TYPE III CORRIDORS AND 2/A725 FOR jr '007 TYPE I C DRRIDOR 34 2-HOUR 3HAFT SEE MECHANICAL FOR ADDITIONAL INFORMfjw�A I 6/A730 & '�' 7 1 - - Legado Companies 3 5 2-HOUR F E AI �/A730 I T r�21 s. Beverly drive 3 6 FIRE EXNGUISHER SEE DETAIL 3/A800. SEE DETAIL beveriy hills, C. -a 9021 20/A717 OR TYPE IA CONCRETE AND 6/A730 & 12/A751 FOR tel: 310-432-0800 TYPE III W P ��IIC�BINET WITHIN 75' OF END OF CORRFIRE DI DE AR & ENEFOTZEINSOTALLA TON IFY LOCATION WITH vvww•IeQa %o' 3.11 42" HIGF GUARDRAIL A.F.F. SEE DETAIL 4 & 8 /A811 3.13 EXTERI R STUCCO CORRIDOR TRANSITION TO INTERIOR DRYWA L CORRIDOR SEE DETAIL 7/A800 3.15 FOR EL 1-4/A730 3 17 TWO-WAY COMMUNICATION SYSTEM AT ELEVATOR LANDING SEE DETAILS 11 & 15/A903 3 19 FIRE HOSE CABINET AND STANDPIPE SEE DETAIL 3 & 4/A800 PROVIDE CABINET WITHIN 75' OF END OF CORRIDORS & A MAXIMUM 150' O C VERIFY LOCATION WITH FIRE DEPARTMENT BEFORE INSTALLATION 320 WATER CURTAIN ABOVE WINDOW TO ACHIEVE RATING REFER TO DETAIL 10/A714 4.3 3 112" MIN. DEPRESSION FOR BALCONY TOPPING SLAB SLOPE STRUCTURAL SLAB 1 5% SEE DETAILS ON SHEET A741, 88 INTEGRATED DOOR ASSEMBLY AT ELEVATOR WITH MAGNETIC HOLD OPEN SEE DETAIL 2 & 3/A782 10.49 FLOOR / MOP SINK GARAGE GENERAL NOTES 1 A MINIMUM UNOBSTRUCTED HEADROOM CLEARANCE OF 8'-2" WHEN ACCESS FOR DISABLED VEHICLES IS REQUIRED ABOVE FINISH FLOOR SHALL BE CLEAR OF ANY CEILINGS. BEAMS PIPES. OR SIMILAR OBSTRUCTIONS AT ALL LOCATIONS IN PARKING GARAGE STRUCTURES 2 FOR ALL WATERPROOFING BELOW GRADE DETAILS. SEE SHEET A704 3 ALL CONSTRUCTION IN TYPE I GARAGE & COMMERCIAL TO BE NON-COMBUSTIBLE WITH NON -BEARING WALLS TO BE CONSTRUCTED WITH METAL STUDS 4 FOR FIRE PENETRATION DETAILS REFER TO SHEET A890 - A892 5 PROVIDE ONE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A OR 2-A10BC WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF THE BUILDING ON EACH FLOOR' ALSO DURING CONSTRUCTION 6. ALL FLOOR LEVEL MECHANICAL LOUVERS SHALL BE SET ON 6" MIN HIGH CONIC CURB 7 FOR ELECTRIC VEHICLE NOTES SEE G007 3. DOUBLE STRIPING OF STALLS SHALL BE PER ZONING CODE SECTION 12 21A5. CHART NO 5 9 EXCEPT WITHIN INDIVIDUAL DWELLING UNITS, AN ACCESSIBLE ROUTE OF TRAVEL SHALL NOT PASS THROUGH KITCHENS. STORAGE ROOMS. RESTROOMS, CLOSETS OR OTHER SPACES USED FOR SIMILAR SPACES 10. FOR ACCESSIBLE CLEARANCES AND SIGNAGE REFER TO DETAILS ON A901-A903. 11. TWO-WAY RADIO COMMUNICATION SYSTEM TO BE PROVIDED PER LAFC 510 AT AREA OF REFUGE (1009.6.5) AND ELEVATOR. SEE DETAIL 11 & 15/A903 12 FOR THE FUTURE INSTALLATION OF ELECTRIC VEHICLE SUPPLY EQUIPMENT (EVSE), THE SERVICE PANEL OR SUBPANEL(S) SHALL HAVE SUFFICIENT CAPACITY TO ACCOMODATE THE REQUIRED NUMBER OF DEDICATED 40 AMPERE MINIMUM BRANCH CIRCUT(S) SEE ENLARGED BUILDING PLANS FOR WALL SCHEDULES, DRAINAGE, DIMENSIONS. DETAILS & ADDITIONAL INFORMATION FLOOR PLAN GENERAL NOTES 1. PROVIDE ILLUMINATED EXIT SIGNS IN ALL INTERIOR EXIT Lj CORRIDORS IN GROUP A & R-2 OCCUPANCIES PER CBC LLJ SECTION1011 O 2. PROVIDE ONE FIRE EXTINGUISHER WITH A MINIMUM RATING OF O 2A 10BC WITH A MAXIMUM TRAVEL DISTANCE OF 75' TO ALL N OCCUPIED PORTIONS OF BUILDING. SEE DETAIL 2 & 3/A800. 3. ALL EXTERIOR WALLS OF TYPE III CONSTRUCTION TO BE FRAMED WITH FIRE RETARDANT WOOD INCLUDING STUDS, BLOCKS. PLATE BACKING, SHEAR PANELS & FIRST LAYER OF FLOOR SHEATHING ADJACENT TO EXTERIOR WALL. ALL LUMBER PENETRATING EXTERIOR WALLS TO BE FIRE RETARDANT WOOD. SEE 16/A720 FOR MORE INFORMATION 4. FOR ACCESSIBLE/ ENTRY DETAILS. SEE DETAIL 18/A902 5. FOR FLASHING AND PENETRATION DETAILS, SEE SHEET A773, A774, A780 & A781. 6. ALL OPENINGS IN FIRE WALLS SHALL BE PROTECTED WITH SELF -CLOSING FIRE ASSEMBLIES HAVING A FIRE RESISTANCE RATING OF 3 HOURS. 7. DUCTS AND AIR TRANSFER OPENINGS THROUGH FIRE WALLS SHOULD BE AVOIDED. IF ALLOWED, DUCT AND AIR TRANSFER OPENING PENETRATIONS SHALL BE PROTECTED AS REQUIRED BY SECTIONS 714 AND 717. DAMPERS WITH A 3 HOUR RATING ARE REQUIRED. 8 FOR ACCESSIBLE CLEARANCES AND SIGNAGE REFER TO DETAILS ON A902-A903 9 TWO-WAY RADIO COMMUNICATION SYSTEM TO BE PROVIDED PER LAFC 510 SEE DETAIL 11 & 15/A903 10. AT LOCATIONS WHERE THIS WALL ASSEMBLY NO LONGER REQUIRES A SHEAR PANEL ON STRUCTURAL PLANS, MAINTAIN ASSEMBLY THICKNESS & ACOUSTIC VALUE BY CONTINUOUS WOOD SHEATHING OR A BASE LAYER OF GYPSUM BOARD CAN REPLACE A LAYER OF WOOD SHEATHING OF SIMILAR THICKNESS. 11. FOR FIRE PROOFING STEEL COLUMNS SEE DETAIL 11/A726 FOR 1-HR AND DETAIL 12/A726 FOR 2-HR. FOR BEAM FIRE PROOFING SEE DETAIL 9/A726 FOR 1-HR AND DETAILS 6/A726 AND 13/A726 FOR 2-HR. /"% A n A /�17 M1 A AI I f nr-'A 1 n EXIT SIGN FIRE EXTINGUISHER CABINET SEE DETAIL 2&3 FE A800 KEY BOX /KNOXBOX KB CLASS I STANDPIPE O A.D AREA DRAIN- SLOPE AREA 1 8% TO DRAIN O E p EMERGENCY DRAIN SLOPE AREA 1 8% TO DRAIN ODD DECK DRAIN- SLOPE AREA 1 8% TO DRAIN- 7/A740 0 P.D. PLANTER DRAIN SEE LANDSCAPE DWGS OPENING IN SLAB INDICATES VERTICAL CLEARANCE ZONE FOR ACCESSIBLE VEHICLES MAINTAIN MINIMUM 8'-2" �\ CLEAR HEIGHT TO ANY OBJECT 7�777 INDICATES SLAB STEP OR SLOPE S STANDRAD STALL I 1 A701 T TANDEM STALL 2 ,,,A701 FEV FUTURE ELECTRIC VEHICLE STALL 13 A900 ACCESSIBLE STALL 1 A900 5' x & STORAGE LOCKER PROVIDING 256 CU FT. MIN. PER CONDITIONS OF APPROVAL ROOM SYMBOL LEGEND RESIDENTIAL UNIT IDENTIFICATION SYMBOL UNIT - UNIT TYPE 2101 UNIT NUMBER 1/A501 ilo ENLARGED PLAN REFERENCE ROOM IDENTIFICATION SYMBOL ROOM �---- ROOM NAME 1/A101 - ENLARGED PLAN REFERENCE WALL TYPE LEGEND 2-HOUR FIRE BARRIER 3-HOUR FIRE WALL CONCRETE WALL CMU WALL # WOOD STUD PARTITION (1-HOUR OR NON -RATED AS INDICATED ON PLANS) STEEL STUD PARTITION (1-HOUR OR NON -RATED AS INDICATED ON PLANS) FIRE RATING 0 = NON RATED 1 = ONE HOUR RATED 2 = TWO HOUR RATED 3 = THREE HOUR RATED 4 = FOUR HOUR RATED WALL MATERIAL W = WOOD STUD - SEE A710. S = STEEL STUD - SEE A717. M = CMU - SEE DIET 20/A717. C = CONCRETE - SEE DET. 20/A717. FW = FIRE WALL - SEE A716. DETAIL NUMBER ON REFERENCED SHEET F_ w V) 0 0 0 0 0 CV LO O 0 ?4% r w J Q cm V) uI IY Sz C) z Q J w N O 0 C-10561 2 I.1-31-23 Q- O C AL\� Q 00 w Q z w w J w IL w Q V) m � N_ CV "T O N_ 0 2004423 1 10/19/2023 LEVEL 2 - FLOOR PLAN scale: 3/32" = F-0" Al 20 UP DN UP GAS GAS P D PO O L LI F T POOL EDGE PO O L LI F T POOL EDGE P P P P P P P P P P P P P P P P P P P P P P P P P D DD D D D D D D D D D D D D D D D D DDDD D D D D D D D DD D D D D H B GFI H B H B H B GFI H B H B H B H B D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D DDD D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D P P P D D D D UP R.D. R.D. R.D. R.D. R.D. R.D. R.D. R.D. R.D. R.D. R.D. R.D. R.D. R.D. R.D. R.D. R.D. R.D. R.D. R.D. R.D. R.D. R.D. R.D. R.D. R.D. R. D . R.D. R. D . R.D.R.D. R.D. R.D. R.D. R.D. R.D. R.D. R.D. UP UP OSOSC OSOSC OSOSC OS OS C OS O S SP D.D.D.D.D.D.D.D. SP D.D. D.D. D.D. P.D.D.D. D.D. P.D. D.D. D.D. D.D. D.D. D.D. D.D. D.D. D.D. D.D. P.D. D.D. D.D. D.D. D.D.D.D. D.D.D.D. D.D.D.D. D.D. D.D. D.D. D.D. D.D. P.D. D.D.D.D. D.D. D.D. D.D. D.D. D.D. D.D. D.D. D.D. D.D. D.D. D.D. D.D. D.D. D.D. D.D. D.D. D.D. D.D. F.D. D.D. D.D. SP SP DN UP SP FE FE FE FE FE FE P.D. P.D. P.D. P.D. P.D. P.D. D.D. D.D. P.D. D.D. P.D. D.D.D.D. D.D. P.D. P.D. P.D. P.D. P.D. P.D. P.D. P.D. P.D. P.D. D.D. D.D. D.D. D.D. P.D. P.D. P.D. P.D. P.D. P.D. P.D.P.D. P.D.P.D. P.D. P.D.P.D. P.D. P.D. P.D. P.D. P.D. P.D. P.D. P.D. P.D.P.D. P.D. P.D. P.D. P.D. P.D. P.D. P.D. P.D. P.D. D.D.D.D. D.D. P.D.P.D.P.D. P.D. D.D. D.D. D.D. D.D. D.D. D.D. D.D. D.D. D.D. D.D. FE FE FE FE FE FE FE FE OSOSC F.D. F.D. F.D. F.D. F.D.DN DN DN DN SP F.D. F.D. UP 0 +1'2'' 0 A A 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 11 11 12 12 B B C C D D E E F F G G H H J J K K L L M M N N P P Q Q R R R.5 R.5 S S T T A201 1 A1 323 1/A512 A1 325 1/A512 A1 327 1/A512 A1 329 1/A512 A1 328 1/A512 A1 326 1/A512 A1 330 1/A512 A1 324 1/A512 B2 316 1/A514 B2 314 1/A514 2 A471 A201 2 A202 1 A2022 S2 331 2/A511 S2 333 2/A511 B2 321 1/A514 B1 335 1/A513 C3-a 334 2/A517 B2 301 1/A514 B2 300 1/A514 ELEV 4 STAIR 6 ELEV 3 ELEV 1 STAIR 3 B2 306 1/A514 S1 302 1/A511 S1 304 1/A511 S2 341 2/A511 S2 343 2/A511 S2 347 2/A511 B1 340 1/A513 A1 344 1/A512 A1 342 1/A512 B5 349 1/A516 A3 318 2/A512 ELEV 2 S2 352 2/A511 COMMUNITY CENTER 307 1/A453 STAIR 4 C3 336 1/A517 B1a 310 2/A513 A211 2 5 3 1 A211 4 1 A302 1 A302 2 A302 2 A302 1 A301 1 A301 2 A301 2 A301 1 A303 1 A303 A1 305 1/A512 S3 332 3/A511 C5 354 2/A518 B6 337 2/A516 3 A453 3 A453 2 A356 3 A356 2 A351 3 A351 4 A351 2 A352 3 A352 A352 4 2 A353 3 A353 2 A354 3 A354 2 A355 3 A355 3' - 0 " 6' - 6 " S2a 345 2/A511 1 A350 3.9 3.9 3.9 3.9 3.9 3.9 3.9 3.9 3.53.5 3.1 3.1 3.1 3.1 3.2 3.2 3.2 2.3 3.5 3.5 3.11 3.11 3.11 3.11 3.11 3.11 3.11 3.11 3.11 3.113.11 3.11 3.11 3.12 3.13 3.12 3.133.13 3.12 3.133.13 3.12 3.133.13 3.12 3.133.13 3.12 3.133.13 3.17 3.15 3.17 3.153.5 3.17 3.15 3.173.15 3.4 2.3 4.1 3.9 3.9 3.4 3.4 3.4 2.4 2.42.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 1.8% 1.0%1.0% 4.64.7 4.10 4.11 4.2 B3 320 2/A514 B4 355 1/A515 3.4 3.4 A401 3 STAIR 1 STAIR 2 A403 5 A404 4 A405 1 A406 5 A407 5 A409 4 2 A460 2 A460 9' - 0 " 6' - 4 " 3' - 0 " 1' - 2 " 1 W3 1 W4 2 W18 17 ' - 4 1 3 9 / 2 5 6 " 4' - 1 0 " 8 1 / 2 " A453 1 C1 350 1/A518 A411 4 A411 10 2 W17 B1 308 1/A513 90 MIN ST9 PH 20 MIN R1.2 20 MIN R1 90 MIN ST8 PH 20 M I N R1 20 M I N R1 20 M I N R1 20 M I N R1 20 M I N R1 20 M I N R1 20 M I N R1 PH 180 MIN C1 20 M I N R1 20 M I N R1 20 M I N R1 20 M I N R1 20 M I N R1 20 M I N R1 20 M I N R1 20 M I N R190 M I N ST 8 PH 20 M I N R1 20 M I N R1 . 2 20 MIN R1.2 90 M I N ST 4 PH 90 M I N ST 1 20 MIN R1 20 MIN R1 20 MIN R1 20 MIN R1 20 MIN R1 20 MIN R1.2 20 MIN R1.2 20 MIN R1.2 45 M I N C5 20 M I N R1 20 M I N R1 PH 180 MIN C2 20 MIN R1 20 MIN R1 45 MIN U5 20 MIN R1 20 MIN R1 90 MIN ST8 PHPH 180 MIN C2 45 MIN C5 20 MIN R1 20 MIN R1 20 MIN R1 PH 180 MIN C2 20 MIN R1 45 M I N C5 PH 180 MIN C1 NR C1 0 NR C1 0 NR C3 PH ELEC PANEL 45 MIN U17 NRC3 PH NRC3 PH 20 MIN R1 20 MIN R1 20 MIN R1 20 MIN R1.2 20 MIN R1.2 B2 312 1/A514 B2 322 1/A514 B2 353 1/A514 5' - 3 " 1/ 2 " 3' - 5 " 5 1 / 2 " 6' - 7 1 / 2 " 1' - 4 " B2 351 1/A514 B2 303 1/A514 ELEC PANEL G202 10 ' - 6 " 10 ' - 6 " 3'-6"35'-0"1"19'-4"1"19'-4"1"19'-4"1"19'-4"7"18'-4"1"18'-5"42'-4"1"36'-3" 34 ' - 0 " 2 W132W18 2 W14 1 W2 2 W17 2 W14 1 W2 1 W6 3 FW5 2 W17 35'-7"34'-10" 34'-6 1/4"22'-8 3/4"27'-6"18'-6"27'-0"27'-0"27'-0"27'-0"15'-9"31'-0"62'-2"0" 18'-0"320'-2" 15 ' - 1 0 5 / 8 " 27 ' - 0 " 4' - 1 " 15 ' - 0 " 7' - 1 1 " 9' - 1 " 17 ' - 1 1 " 11 ' - 1 " 15 ' - 5 " 17 ' - 8 " 9' - 4 " 19 ' - 0 " 4' - 7 " 22 ' - 5 " 7' - 7 " 17 ' - 0 " 29 ' - 6 1 / 2 " 22 ' - 9 1 / 2 " 15 ' - 0 " 27 3 ' - 3 5 / 8 " 1"42'-6"19'-8 1/2"35'-0"7"19'-4"1"19'-4"1"34'-10"1"46'-1"7"18'-4"1"48'-10" 34 ' - 0 " 5' - 6 " 31 ' - 1 " 11 ' - 9 1 / 8 " 29 ' - 3 7 / 8 " 7' - 7 1 / 2 " 29 ' - 1 0 1 / 2 " 16 ' - 9 1 / 2 " 42 ' - 6 " 1" 19 ' - 4 " 7" 19 ' - 6 " 14 ' - 7 1 / 2 " 37'-5"5'-9"34'-0" 33'-11"6'-0"55'-9"35'-0"7"34'-10"1"33'-11"6'-0"35'-0"7"34'-10"1"42'-6" 3' - 0 " 34 ' - 3 " 6' - 0 " 46 ' - 7 " 1" 18 ' - 4 " 7" 18 ' - 4 " 1" 18 ' - 4 " 1" 18 ' - 6 " 5' - 3 " 8" 4' - 4 " 8'-9" 44 ' - 6 " 8' - 1 " 43 ' - 4 " 1" 34 ' - 1 0 " 7" 34 ' - 1 0 " 1" 34 ' - 1 0 " 1" C2 C2 C2 C2 C2 C2 F1 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 E2 C2 E2 E2 C2 C2 C2 E1 E1 E1E1 E3 C2 D2 D2 D2 D2 E2 D2 D2 D2 D2 D2 E1 D2 G1 E3 D2 C2 C2 C2 C2 C2 C2 E1E1 E1E1 E1E1 E3 E3 E3 C2 C2 C2 C2 C2 E2 E2 E3 C1 C2 C2 C2 C2 C2 E1 E1 E1 E1 E1 D2 C2 C2 C2 C2 D2 C2 C2 E1 E1 E3 E2 E2 E3 C2 A4 A1 C2 G1 A4 A2 D2 C2 E4 C2 C2 E2 C2 C2 B1 E1 E1 G1 D2 D2 A3 B1 B1 E2 C2E1D2D2 C2 C2B2 C2B2 NR S10 NR S12 3 FW5 6' - 0 " 1" 19 ' - 4 " 9' - 1 1 " 8.8 8.8 8.8 8.8 25 6 ' - 1 1 / 4 " 23'-4"1"34'-10"1"10'-8"1"19'-4"1"19'-4"1"19'-4"1"19'-4"7"18'-4"1"48'-8"1"48'-8"1"11'-0 5/8" 274'-2 5/8" 2'-7" NR G2 PH NR G2 PH 1 S9 PH 45 MIN C22 8' - 8 1 / 2 " A716 10 A716 11 A716 11 A716 11 A716 11 A716 10 A716 11 3.6 3.6 3.6 3.6 3.6 3.6 TRASH 339 TRASH 313 75.33' 77.33'72.83' RAMP UP 8.0% / 8.33% SLOPE MAX RAMP UP 8.1% / 8.33% SLOPE MAX SF 109 SF 110 3.20 TRASH 359 3.4 STAIR 5 3.20 A461 6 A461 10 1 W2 2 W13 1 W6 REFER TO INTERIOR DRAWINGS FOR MORE INFORMATION A716 12 A716 12 3.4 3.4 90 MIN ST9 PH 39 ' - 0 " 13 ' - 4 1 / 2 " 1'-10 7/8" 3.6 3.6 3.6 3.6 3.6 4 A453 5' - 4 " 1' - 6 " CE-1 TE-3 E-1 GE-4 GE-3 GE-2 GE-1 TE-1 PE-1 E-2 TE-2 CE-3 B-1 CE-2 GE-5 FP-1 45 MIN U1 IDF #2 I-3 45 MIN U5 IDF 3 45 MIN U5 ELECE3.2 I-2 ELEC I-1 NR G1 1 HR RES. CORRIDOR 1 H R R E S . C O R R I D O R 1 HR RES. CORRIDOR 1 H R R E S . C O R R I D O R 5'-3" D2 2 W18 2 W14 2 W14 2 W14 8 1 / 2 " 9' - 0 " 5" 5" 10 ' - 8 " 8 1 / 4 " 10 3 / 8 " 20 ' - 0 " 1' - 5 " NR S11 4 A355 4 A354 2 A357 4 A357 3 A358 2 A358 1' - 2 " 4' - 2 " 1.11 1 W9 1 W9 NR C3 PH 45 MIN C19 MEN'S RR WOMEN'S RR MECH 5'-0" 1. PROVIDE ILLUMINATED EXIT SIGNS IN ALL INTERIOR EXIT CORRIDORS IN GROUP A & R-2 OCCUPANCIES PER CBC SECTION1011. 2. PROVIDE ONE FIRE EXTINGUISHER WITH A MINIMUM RATING OF 2A 10BC WITH A MAXIMUM TRAVEL DISTANCE OF 75' TO ALL OCCUPIED PORTIONS OF BUILDING. SEE DETAIL 2 & 3/A800. 3. ALL EXTERIOR WALLS OF TYPE III CONSTRUCTION TO BE FRAMED WITH FIRE RETARDANT WOOD INCLUDING STUDS, BLOCKS, PLATE BACKING, SHEAR PANELS & FIRST LAYER OF FLOOR SHEATHING ADJACENT TO EXTERIOR WALL. ALL LUMBER PENETRATING EXTERIOR WALLS TO BE FIRE RETARDANT WOOD. SEE 16/A720 FOR MORE INFORMATION 4. FOR ACCESSIBLE/ ENTRY DETAILS, SEE DETAIL 18/A902 5. FOR FLASHING AND PENETRATION DETAILS, SEE SHEET A773, A774, A780 & A781. 6. ALL OPENINGS IN FIRE WALLS SHALL BE PROTECTED WITH SELF-CLOSING FIRE ASSEMBLIES HAVING A FIRE RESISTANCE RATING OF 3 HOURS. 7. DUCTS AND AIR TRANSFER OPENINGS THROUGH FIRE WALLS SHOULD BE AVOIDED. IF ALLOWED, DUCT AND AIR TRANSFER OPENING PENETRATIONS SHALL BE PROTECTED AS REQUIRED BY SECTIONS 714 AND 717. DAMPERS WITH A 3 HOUR RATING ARE REQUIRED. 8. FOR ACCESSIBLE CLEARANCES AND SIGNAGE REFER TO DETAILS ON A902-A903 9. TWO-WAY RADIO COMMUNICATION SYSTEM TO BE PROVIDED PER LAFC 510. SEE DETAIL 11 & 15/A903 10. AT LOCATIONS WHERE THIS WALL ASSEMBLY NO LONGER REQUIRES A SHEAR PANEL ON STRUCTURAL PLANS, MAINTAIN ASSEMBLY THICKNESS & ACOUSTIC VALUE BY CONTINUOUS WOOD SHEATHING OR A BASE LAYER OF GYPSUM BOARD CAN REPLACE A LAYER OF WOOD SHEATHING OF SIMILAR THICKNESS. 11. FOR FIRE PROOFING STEEL COLUMNS SEE DETAIL 11/A726 FOR 1-HR AND DETAIL 12/A726 FOR 2-HR. FOR BEAM FIRE PROOFING SEE DETAIL 9/A726 FOR 1-HR AND DETAILS 6/A726 AND 13/A726 FOR 2-HR. FLOOR PLAN GENERAL NOTES TIL SNEC ETIHCRADE C AINROFILACFOETATS HUGO SUAREZ REN. 1-31-21 No. C-10561 1-31-23 togawa smith martin, inc. | 444 s flower street, suite 1220 los angeles, ca 90071 tel: 213.614.6050 www.tsminc.com Legado Companies 121 s. beverly drive beverly hills, ca 90212 tel: 310-432-0800 www.legado.net scale: 08 / 1 4 / 2 0 5 0 % D D S E T 10 / 0 5 / 2 0 1 0 0 % D D S E T KEYNOTES: 10 / 1 6 / 2 0 C D P L A N C H E C K S U B M I T T A L S E T 01 / 1 8 / 2 1 P L A N C H E C K R E - S U B M I T T A L S E T 3/32" = 1'-0" BI M 3 6 0 : / / T h e M e t / T h e M e t _ R 1 8 . r v t 2/ 1 7 / 2 0 2 1 5 : 1 3 : 2 4 P M Le g a d o a t t h e M E T L L C Le g a d o a t T h e M E T 20 0 E . F i r s t A m e r i c a n W a y S a n t a A n a , C A 9 2 7 0 7 2004423 Issue Date LEVEL 3 - FLOOR PLAN A130SCALE:3/32" = 1'-0" LEVEL 3 1 1.11 METAL FENCE. SEE DETAIL 6/A702 2.3 EXTERIOR COURTYARD AREAS OVER 3-HOUR CONCRETE PODIUM W/ 3-HOUR RATED PENETRATIONS: MIN. 3" CONCRETE TOPPING OVER WATERPROOFING & MAX. 1.8% CROSS SLOPE. SEE DETAIL 3/A720 AND SLAB DEPRESSION PLAN FOR SLOPING OF STRUCTURAL DECK 2.4 PATIO OVER 3-HOUR CONCRETE PODIUM WITH 3-HOUR RATED PENETRATIONS; DECK COATING OVER 1/2" DEPRESSION AND SLOPED AT 1.8%. SEE SLAB DEPRESSION PLAN FOR SLOPING OF STRUCTURAL DECK. 3.1 ONE-HOUR CORRIDOR - 8'-6" CEILING HEIGHT MINIMUM WITH CARPET FINISH AT FLOOR. ALL RESIDENTIAL DOORS TO BE 20 MIN. RATED UNLESS NOTED OTHERWISE. SEE DETAIL 10/A713 3.2 ONE-HOUR EXTERIOR CORRIDOR W/ ALL RESIDENTIAL DOORS 20 MINUTE RATED- 8'-6" CEILING HEIGHT MINIMUM WITH CONCRETE TOPPING AT FLOOR & STUCCO FINISH AT WALLS & CEILING. SEE DETAIL 2/A714. 3.4 2-HOUR SHAFT. SEE MECHANICAL FOR ADDITIONAL INFORMATION. SEE DETAIL 6/A730 & 12/A751. 3.5 2-HOUR TRASH CHUTE SHAFT. SEE DETAIL 9/A730 3.6 FIRE EXTINGUISHER CABINET SEE DETAIL 2 & 3/A800. PROVIDE CABINET WITHIN 75' OF END OF CORRIDORS & A MAXIMUM 150' O.C. VERIFY LOCATION WITH FIRE DEPARTMENT BEFORE INSTALLATION. 3.9 3-HOUR FIRE WALL WITH 3-HOUR PROTECTED OPENINGS. SEE SHEET A716. 3.11 42" HIGH GUARDRAIL A.F.F. SEE DETAIL 4/A810 3.12 FLOOR TRANSITION. SEE DETAIL 17/A800. 3.13 EXTERIOR STUCCO CORRIDOR TRANSITION TO INTERIOR DRYWALL CORRIDOR, SEE DETAIL 7/A800 3.15 FOR ELEVATOR SHAFT WALL ALIGNMENT, SEE DETAIL 1-4/A730 3.17 TWO-WAY COMMUNICATION SYSTEM AT ELEVATOR LANDING, SEE DETAILS 11 & 15/A903 3.20 WATER CURTAIN ABOVE WINDOW TO ACHIEVE RATING. REFER TO DETAIL 10/A714 4.1 3-1/2" MIN. DEPRESSION FOR PODIUM CONCRETE TOPPING SLAB. SLOPE STRUCTURAL SLAB PER SLAB DEPRESSION PLAN. SEE SHEET A741 and A742. 4.2 1/2" DEPRESSION FOR DECK COATING. SEE SLAB DEPRESSION PLAN FOR SLOPE. SEE DETAIL 3/A741 4.6 SCUPPER. SEE DETAIL 9/A741 4.7 OVERFLOW SCUPPER: SEE DETAIL 13/A741 4.10 WATERPROOF POOL & SPA CELL 4.11 PROVIDE DRAIN IN POOL & SPA CELL TIED TO THE WATERPROOFING 8.8 INTEGRATED DOOR ASSEMBLY AT ELEVATOR WITH MAGNETIC HOLD OPEN. SEE DETAIL 2 & 3/A782. ROOM UNIT TYPE UNIT NUMBER ENLARGED PLAN REFERENCE ROOM NAME ENLARGED PLAN REFERENCE ROOM SYMBOL LEGEND 1/A101 UNIT 2101 1/A501 RESIDENTIAL UNIT IDENTIFICATION SYMBOL ROOM IDENTIFICATION SYMBOL WALL TYPE LEGEND FIRE RATING 0 = NON RATED 1 = ONE HOUR RATED 2 = TWO HOUR RATED 3 = THREE HOUR RATED 4 = FOUR HOUR RATED WALL MATERIAL W = WOOD STUD -SEE A710. S = STEEL STUD -SEE A717. M = CMU -SEE DET. 20/A717. C = CONCRETE -SEE DET. 20/A717. FW = FIRE WALL -SEE A716. DETAIL NUMBER ON REFERENCED SHEET 3-HOUR FIRE WALL 2-HOUR FIRE BARRIER CONCRETE WALL CMU WALL WOOD STUD PARTITION (1-HOUR OR NON-RATED AS INDICATED ON PLANS). ## # STEEL STUD PARTITION (1-HOUR OR NON-RATED AS INDICATED ON PLANS). WALKING SURFACE LEGEND BUILT-UP OR RAISED CONCRETE SLAB OVER STRUCTURAL FOAM. REFER TO STRUCTURAL DRAWINGS NOTE: SLOPE DECK 1.8% MAX. -NO WALKING SURFACE CAN EXCEED 1.8%. CONCRETE TOPPING ON STRUCTURAL CONCRETE SLAB DECK COATING ON WOOD FRAMING CONCRETE TOPPING ON WOOD FRAMING SEE A742 FOR DETAILS SEE A740 FOR DETAILS SEE A740 FOR DETAILS PEDESTAL PAVERS SEE A752 FOR DETAILS BATHROOM FLOOR DEPRESSION W/ CEMENTITIOUS FILLER. SEE FINISH SCHEDULE FOR FLOORING REFER TO MEP DRAWINGS FOR MORE INFO SHAFT SCHEDULE B-1 BOILER ROOM SHAFT 2'-2" x 10" CE-1 CORRIDOR EXHAUST SE 2'-10" x 8" CE-2 CORRIDOR EXHAUST E 2'-0" x 10" CE-3 CORRIDOR EXHAUST NE 1'-2" x 1'-2" E3.1 ELEC SHAFT 8'-7" x 7" E3.2 ELEC SHAFT 4'-7" x 8" E-1 ELEC ROOM SOUTH SHAFT 3'-10" x 1'-4" E-2 MAIN ELEC ROOM 150 SHAFT 1'-11" x 1'-11" FP-1 FIRE PUMP SHAFT 1'-0" x 2'-0" GE-1 PARKING GARAGE EXHAUST 3'-10" x 3'-10" GE-2 PARKING GARAGE EXHAUST 4'-0" x 3'-4" GE-3 PARKING GARAGE EXHAUST 5'-0" x 4'-0" GE-4 PARKING GARAGE EXHAUST 5'-0" x 4'-0" GE-5 PARKING GARAGE EXHAUST 5'-2" x 7'-0" GI-1 PARKING GARAGE INTAKE 8'-0" x 4'-10" GI-2 PARKING GARAGE INTAKE 8'-0" x 4'-10" I-1 IDF 2'-0" x 2'-6" I-2 IDF 2'-0" x 2'-6" I-3 IDF 2'-6" x 2'-0" PE-1 POOL ROOM EXHAUST 1'-0" x 1'-4" RE-1 RESTROOM EXHAUST 1'-0" x 1'-0" RE-2 RESTROOM EXHAUST 1'-0" x 1'-0" RI-1 RESIDENTIAL INTAKE AIR 7" x 1'-2" RI-2 RESIDENTIAL INTAKE AIR 7" x 1'-2" RI-3 RESIDENTIAL INTAKE AIR 7" x 1'-2" RI-4 RESIDENTIAL INTAKE AIR 7" x 1'-2" TE-1 TRASH ROOM 1 EXHAUST 1'-0" x 1'-0" TE-2 TRASH ROOM 2 EXHAUST 1'-0" x 2'-4" TE-3 TRASH ROOM 3 EXHAUST 1'-4" x 1'-0" PLAN LEGEND EXIT SIGN 2&3 A800FE FIRE EXTINGUISHER CABINET SEE DETAIL CLASS I STANDPIPE AREA DRAIN-SLOPE AREA 1.8% MAX TO DRAINA.D. EMERGENCY DRAIN-SLOPE AREA 1.8% MAX TO DRAIN E.D. DECK DRAIN-SLOPE AREA 1.8% MAX TO DRAIN-7/A740D.D. PLANTER DRAIN. SEE LANDSCAPE DWGS.P.D. FOR ALL DRAINS: REFER TO PLUMBING DWGS CITY OF S PMhM6g and FIRST AMERICAN WAY --v -( ncyI 00 I sCL N - Q O CV O O CV 'O 1 2 1 R SETBACK A302 A302 303 1 2 3 4 5 �6 7� 8 9 10 11 I MAX. HT. - BLDG. CODE --------------I- - - - - - - - - -- - - - - - --- - - - - - - - - - - ---------------------- - -- - ------------ ------ - - - - - - ----------------------- - - - - - - - / 132.29 i -- - -- - - - - - - - - - - - - - - - - PARAPET 3!8" / 12" Eli - RI 3/8" / 12" o 3/8" / 12" 3/8" / 12" I I 127.83' o I -AVERAGE ROOF PLANE- - - - - - - - - - - - - - - - - - - - - - - -I--- --- --- � = -- -- ---�---7---------T---------------------- ---- ---- --� --- -----------�-- --------- - -I------ -I--- 124.1� ROOF 122.83' B2 B2 3.11 S2 Al 2.1 ' I o CORRIDOR I I o _ I LEVEL 7 OL - - I - - 112.83' i 3.11 I I I B2 CORRIDOR B2 3.11 I S2 Al I q I I o LEVEL 6 Q ' 102.83' LIJ_ ' I o a 6.4 3.11 B2 CORRIDOB2 3.11 S2 Al i o ------------------- -- � I LEVEL 5 OIL SI Im I 92.83' ' 5 I I I - ' 3.11 B2 CORRID(�1R I A453 S2 Al 0 2.1 = A358 0 1 I i POOL ENCLOSER FENCE PLANTERS i w I I (SEE LANDSCAPE) (SEE LANDSCAPE) I = I LEVEL 4 OL - - �' 1 82.83' 3.11 i Z 3.11 B2 I COMMUNITY' s.s S2 Al ' n1 ' o CORRIDOR RAISED POOL DECK I 6.1 I s s - m I o 1 CENTER N _ (V CV c POOL `� Q I I O 1 f I �- o LEVEL 3 I ��-�4_:. ,�.�� _>r•-Y- _. =sue �__ ��s - -� I 72.83' I a - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ; N B2 PARKING rn I, - PARKING CORRIDOR a, I I VEHICULAR RAMP I i LEVEL 2 PLANTERS6.12 _ -- -- -- ---�--------------- ------�1� -- -------------------- - - - - - - - --------------------- - ----- �- (SEELANDSCAPE) 1I Z------------ - Z x I I o ' 3.11 50AT I B2 o CORRIDOR PARKING �� w PARKING _ LU I ' CIDVEHICULAR RAMP J LEVEL 1 W STORM WATER ' , `O -I -. I I Q � DETENTION TANK U - U 1 [6.3 SEE CIVIL - - 50.6T 4i) sir - ' Q6T 1, m PARKING A - PARKING I -I I- c VEHICULAR RAMP - LEVEL P1 - _ -� 40.6T "- I- PARKING I PARKING I 1 PARKING I I I- 3400� - - - - 34.00' HISTORICAL HIGH GROUND WATER LEVEI,� � =1T= T1TII I I I I I = _ - _ - - - - - - LEVEL P2 � a a •a o aA:a a tl a 30.67 • I I I I I-1 -1 I I -I I 1-1 I I- I --I I I-1 1 1I 1 1-I I I-1 1 1-I 1 1--I 1 I1 1 I-1 1 I-) 1 I-1 11-1 I 1I I II 1 11 I 11 1 I-1 1 I1 1 I1 I 1I 11-JI 1 II 1 II I I1 I 11 1 II 1 I1 I 1I-1 I II !1 I II 1I I I 11 I-1 I 11 I 1I I II I I1 I I1 I 1I 1 II I Ii I II 1 II I 11 1 1I I II 1 1I 1 1- FOUNDATION DRAIN (SEE CIVIL AND PLUMBING) BUILDING SECTION E/W 02 SCALE: 3/32" = 1'-0" 1 2 1 A302 302 A303 2 A472 1 2 3 4 5 6 4 7 3 P.L. ( A350 A350 $ 9 10 11 12 •�--� --- ! 5.1 I I-------------------� ----------- I ------------'- I II---------------------------�-MAX. -=-BLDG. 132.29'- I 5.1 - PARAPET I 127.83' 3/8" / 12" - - - 3/8_/ 12" 3/8" 112" (i ( - - - AVERAGE ROOF _PL_ANE --- -' I- ----s --a -------------- ---- - -------- - ------ ----------------- - - - -- -- ------ - - - - -- - - ----- ------------- - - - - - - - ---------- - I - - 124.14' I I I I I I I ROOF 122.83' o Bla B1 B2 it i S1a S1 i B2 I C1 S2 C5 21 0 LEVEL 7 j-1 - - - 7 I I 112.83' I I 1 I I 1 B1a BI B2 i, i S1a S1 i i B2 I C1 S2 C5 0 I I I II I I I I I C LEVEL 6 A Q 102.83' `r - II I I I I I LU I I I I I I p (L 6.4 B1a B1 B2 I' I S1a S1 I B2 C1 S2 C5 0 LEVEL 5 j� = 92.83' � ' 3 I LO B1a B1 I B2 i S1a S1 i i B2 C1 S2 C5 2.1 = °D o w - I I I I I I I I = LEVEL�4 I z - 82.83' I I I I I I I - - I I I I J II I B1a B1 I I B2 II I S1a S1 I I B2 I I C1 S2 C5 I I I I 6.1 N m o Q I I -LEVELS 3� I I -><z t--i i-■ f-za-r-----'�■ ■ a ■ >r a i �u-tt�_-■7�-i_ - >t_ i_c� ■->. s_z_■ a ■ ■ -■-■ i ■ • i >- s i _�:r-Lis_1[-is. . _a a ■ ■ • a �-:---r-r 7203'� I I x I I I 1 I I CN I I B1a B1 I I 62 S1a S1 I 1 62 A7 I S4 �' 67 n 6.12 i { I � - I _ ---_�� -LEVEL L 2 � -- � 1 I 61.6T I I ENTRY I C I DRIVEWAY MOVE -IN o g,g i YOGA N B2 Sla S1 I I I A5 MAIN EL C ROO I LEASING I LOBBY GYM RECEPTION PACKAGE ROOMMAIL RM. WATER -I LEVEL 1� STORAGE TANK 50.67"r 6.3 ---+------ - -- - I I - AVERAGE GRADE PLANE _ PARKING 6.10 _ - - f I PARKING - - - - - - - I TI 47 29' o I I I r" LEVELLPP1_ a . _ a 4 . . a - • ... ,a a -a 40.67`� - -I - - - - II I I I - - - I I - - I FOUNDATION DRAIN I - - - 1- - - - - - • - - - - - (SEE CIVIL AND PLUMBING) o - - 34 HISTORICALHI H R AT O I-III-i II I I i -I I- I Ii I II I ICI I -III-IIIIII- I 1 I I fI II - _ I�_I I -I - -I I - I- -_ G GROUND WATER LEVE _ I -III I I I III �I I I 111 I I I I I II 1El I 11 I I( I I1 1111 I II I E111 I I I I II I II - I _III -I I I I IIIII I I I I I I I 1 II I II I I II I_ II 1 I I I I -I 1 TI_ =1 I fi T =111 1t fi I = fii �1 fil 11� fiI=I11 � tI 1 fit 11� t =11 1-r fi - fii ffit- � f= 1-1 _ I Fv307' - r� I---r--I--- _ - t� I � -ter i -fit =1 I= I= I IEI 11=1 1= 11= 1=1 1= I= 11= I I=1 1= = 1 -111=1 I I I I- I I - = 1 1= I =1 = 1= El I =1 I I=1 =1 11= I I=1 I I=1 I I=1 1= _ I=1 1= =1 I= =1 =1 fines I ICI I I -(III I II I El I B I I 111- II I -1 I I- I I I I -III I I- I II I= I I I (- I -I I- I- �I-I I_I - -I IJ I -III -I -I I -I I- _IIIIII-III- I I I- - II I-III-III-IIII I- 1( FOUNDATION DRAIN 1 (SEE CIVIL AND PLUMBING) KEYNOTES: L pprilmou 11N A TVNAN" P'R- RMITtogawa smn, Inc. 444 s flower street, suite 1220 11 los angeles, ca 90071 teL 213.614.6050 r www.tsminc.com Cho �® Legado Companies Master ID: 1r H E G O L D I- d ,j 121 s. beverly drive FOUNDED 186c beverly hills, co 90212 tel: 310-432-0800 Date: www.legodo.net 6.1 3-HOUR CONCRETE PODIUM FLOOR @ UNITS SEE DETAIL 2/A720 6.3 TYPE I CONSTRUCTION 6.4 TYPE IIIA CONSTRUCTION WITH FIRE RETARDANT TREATED LUMBER IN EXTERIOR WALLS 6.6 CONCRETE TOPPING & WATERPROOFING OVER STRUCTURALICONCRETE SLAB. DETAIL 3/A720. 6.9 SLAB -ON -GRADE AT PARKING STALLS. SEE DETAIL 14/A704 6.10 MECHANICAL DUCT SEE MECHANICAL DRAWINGS. 6.12 METAL STUD FRAMING IN TYPE I CONSTRUCTION, SEE SHEET A717 I-_ UJ V) J Q m V) W I- _ t- w U w v) V) 0 z 0 Q Q Q J e n el 0 0 � o U 0 0 0 C'1 CV CV v Ln �o O O O U -J LLU E� AR 23 0. -1 NC ALA a w V) J Q m w U w z Q J O M O w V) 0 m CV v L0 O J Q m f/7 w Q z wC LJ J a_ V) I Q J w 0 CY) CV 0 N 2004423 1 10/19/2023 BUILDING SECTIONS scale: 3/32" = 1'-0" BUILDING SECTION E/W 01 SCALE: 3/32" = 1'-0" A301 CONCRETE WALL ABOVE AS OCCURS IN PLAN T ONE WAY RAMP DETAIL SCALE: N.T.S. CONCRETE WALL & RI CONCRETE TOPPING SLAB PER ARCH., 4.5" MAX. AVERAGE THICKNESS OF TOPPING SLAB BE REINFORCED WITH WWF4.Ox4.0 - 6x6 NOTES: 1. FOR TOP BARS AT INTERIOR SUPPORT, PROVIDE THE LARGEST STEEL AREA REQUIRED FOR ADJACENT SPANS. 2. STD. 90' HOOK FOR 25% OF BOTTOM BARS AT EXTERIOR SUPPORT OR CANTILEVER EDGE, TYP. 3. CLASS "A" LAP SPLICE 50% OF BOTTOM BARS AT t OF INT. SUPPORT, EXTEND BALANCE 6" BEYOND t SUPPORT, TYP. 4. CLASS "A" LAP SPLICE ALL TOP BARS @ t MIDSPAN. 5. STAGGER ALL LAP PLICES BY 2'-0" O.C. 6. STD. 90' HOOK FOR ALL TOP BARS AT EXTERIOR SUPPORT OR CANTILEVER EDGE, TYP. 'GRID OF SUPPORT L 0.33 L1 2" CLEAR ' (3'-0" MIN) TYPICAL AT T CANTILEVER TOP BARS ( ) STD HOOK TYP 2" 1 1 [ 6" MIN 3" MAX TYP TYPICAL ONE-WAY SLAB REINFORCEMENT DETAIL SCALE: N.T.S. STAGGEREC DADC HORIZONTAL PER DETAIL SECTION X SLAB PE ADDITIONAL #5 6'-0" LONG TOP „l,u UVI fum CRASH WALL DETAIL CENTER OF WALL l OFNTFR OF HnRl7nNTAI RFRAR _ ) CRASH WALL DETAIL AT SLAB EDGE AUU I —ffD UUN I EXTEND EVERY OTHER BAR U.N.O. ON PLAN , CLASS "A" , TEMP BARS BOTTOM BARS (B) STAGGERED TYP L1 NOTE: 1. STAGGERED BARS NOT REQUIRED WHEN WALL IS LOCATED AT PERIMETER OF BUILDING. SEE DETAIL B. POST -INSTALLED REBAR SHALL NOT BE PERMITTED WITH THIS DETAIL AOR AND SEOR SHALL BE NOTIFIED OF SEQUENCED IF CONTRACTOR ELECTS TO POST -INSTALL REBAR. THICKNESS OF WALL MAY INCREASE WITH POST -INSTALL METHOD. RETAINING WALL WHERE OCCURS i �o 01 1 Gn M 8" THK CMU WALL OR 6" THK MIN. CAST -IN -PLACE CONCRETE WALL W/ #5 0 16" O.C. VERTICAL AND #5 ® 24" O.C. HORIZONTAL 0.33 L1 OR L2 (3'-0" MIN.) CITY OF SA Planning and Bu GRID OF SUPPORT 0*11 L1 OR L2 ( '-0" MIN.) C \i LLr 1\m14 UL EQUALS TO TWO TIMES LARGER DIAMETER OF ADJACENT OPENING, 6" MIN. Lt� Labib Funk + Associates Burnett + Yo,j Structural I Civil Engineers Shoring Engh Approv 319 Main Street El Segundo, CA 90245 t: 2 j 9 9700 ea 99699 JLA Job no. 20751 MIT ISSU - � I��iGi■ii■iii�I"� BARS �1 f • Master ID:,IE G • FOUNDED MAX., TYP. __D DDED _ _ -.__ _._ DIRECTION, TYP. (MIN. 1 BAR TOP AND BOTT. EA. SIDE, EA. WAY.) TYPICAL SLAB REINFORCEMENT AT CONDUIT PENETRATIONS SCALE: NTS _ SCALE: N.T.S. NCE Legado Companies 121 s. beverly drive beverly hills, cc 90212 tel: 310-432-0800 www.legado.net LJO O C�4 U 0U C J 0 C) 0 U W � iJ= —� LU O O CV NOT FOR CONSTRUCTION GHIH cy�l F c� S5150 m 06- 0-20 RUCT 9TF OF CAS \F N K w w _I N N < I_< N M co co > V) w >< LL w w Q w N U w w w `n p Z = = �i 0 p U U 1 W �o- zzv)CL 0 CL 2UCCLmvMi ON ON C NO N N N 4 O O 00 O .— .— O O O r- 2004423 1 BID SET CONCRETE ONE WAY SLAB SECT. & DETAILS scale: S323 CITY OF SANTA ANA 10 LF; Labib Funk +Associates Burner+1'- Structural I Civil Engineers Shor , z .: c Q) 0 c E o•� L. 0) 00 _I N r\ 0 N i Q R' Q c/) Q n i Q O N 0) 0 w Q wCI_ O 0 M N 0 N CV 00 U C14 A ,B C D E F - G W J K L M .- N P M No Im W T ( 7) 8 9 10 11 12 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 I I I I I I I I - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - C=5�8" - - - - - - - - - a _ _ — � C-- 5/8 I I SR-131 I I (SR-25 I —r J— I I _ - '�I SR_20 - - - - - - / - - - J - . - - _ ,fir —III— =SR-13dil —F I�sR-1LJ= �— I I I I I '. 1-4-—I I— — — - - - - - - — - -- - - —L J— - - - -- - - — - — - - — - - - - — - - -- - - - - —� J r ri / - - I I I� III III I I II SR-14 — T-LJ— \ / 17 THK FLAT CONCRETE / I III SR-13 / TWO WAY SLAB w/ / \ / / #5 @ 10" O.C. T&B EA. WAY \ / I r / C=3/4" OUTER REBAR: EAST WEST / \\ INNER REBAR` NORTH SOUTH- } - - - - - - - L-FQRI�DD'lLREINFORCEMENT / C=3/4" I �- \ � - J I I R-13; III 3Ff1� i/ SEE SHEET S130A & S130B C=3/4 - \ I III =L1_ "` I / - - iSR-13 i I I I SR-14 \ ISR-141 SR-13 R-13 - \ - ► SR14 SR14 _ L�, III I� ill - III III III x '< HSS8X4X5/16 =r �_ _[. - _ _ =r 7 - =r �- - — — _. \ SR-13 - - - - - - �� - - - I I - ELEV x ° —L J— —L J— —L J _ —L J— I _L' �I I I —_ - --- --- - _ - - - -- - v _ x LO -I III III I I SR-14i III SR-141 I I ELEV III I I I CC) x R-13L T e -L J- () U) SR-2o - �� 3: _ - - - SR-20I 1 I_. � • - �- rl I rl r7: l — rf� _ r� - - I L J L J Li - L J i - - - - - - i L J- SR-13 III SR-13 I I ( —r-�— —r--i— I L- ---- I I SR-14 5�20� - - - �- =L�— I -�- - -- ---, �----------- I III— ,- - - - - - -ulr� L J - --- I I III - ----- �- -� o - I I - — --- - - -----_ - =._ -- ' S323 SR-13 SR-13 SIR IR _ _ SR 13 SR-13 F - v - SR�13 _III— III :3 i III' �� —F l— -17:71- -F l- -F 1—- - — I —L J— —L J— —L J= —L J— i —L _i— —L J— III IN III III III III III I �T 1 C=314" P� R-13 III I I Y -A7r7 + III SR-20 I I I I ISR-20: I-- L- I 3 ___]— I I -��—�I�ISR-141— - I - - - - - till - 1 I SR-2oIIII III i I- Iil ;- III - - - - - — - —1� -- -- - 1 1 111 SR-20- ' I l I II II I j I I I i •I I I i �I I LI 11 I I I I I 1 II 11 I I Ic a SR-14 I I _III -13 j I I SR-13 I i I SR-13 —J - - - - - - I- -i. _ — I} I I _ I _ �_-_�— - SR-20 �► III I I r LJ I _._ I� _,= I III I I I -. I, III 11 I III I I ) I III l F_ l ' g' SHOTCRETE i I 1 AROUND ALL TYP WATER. TYP l I I I CONCRETE r C 1 (6 MAX. S.A.D.) i t, li I WALL BELOW TYP 11 I I I I - - - -- I _- --- - _ _JI 1 -1- - - - - I I 4I-� III SR-13 — I I ISR-13 1 I i 1 I I I I I 11 I S R-14 I I RR-13; I I —L-j— _L--'_ 0 _ =r--i— , —r-i— - -- - - - - - I - - IJ - - - - I— �Ifil III =M= L I IjI Ir - —IIISR I I I I I S R-201 1 I I I I SIR-13 i I I BUILDUP CONCRETE I I I I I 11 SLAB OVER FORM TYP J I I I -�T------ I I I I I H S8X4X5/16! SR 14 III R 14 L-- ------I4-- - - - - - - - ----y--� I —L J= I I I_SR_20 _ - --- - =L _ -_- IoeSR-23 a___ -- c - - - ----------- III ----E1�- I I I 10, SR-13 I M > I r III Ir I- I I SR-10 _� __ I I I I I I I � III LO _J I I I-----� �� /-� I w o----- I a I .. , I Uj- L-- - - - -- -----J L_------ Q CHANNEL STRINGERS I --- , J i �1j-C=3�4" 1 I co BY OTHERS i--------- - - / - - - SR-13.-- - - - - - _ � In - - L J - - - - - - - - - - - - - - - - - - - - - - -- f ,-a\ a�Ts� �i� -j --� - - I - - - - -- - - - - - III 1 fiL - - - -- --� - 11 i r I I 1 SR-13 I I SR-13 l l I SR-13 III SR-13 I I SR-13 T I I III R-13 L--- -III -13 H 7X3X 116 - - —F l— - - �— - —r �— - - - - —r l— - - - - —r - - _ I i �— - — I - r - - - - —r -1 f =L J— =L J— —L J— —L J— '=�J-= - - - - - -- J_ - -� —L J —L J— ELEV 1 I III I I III III III IIISR-13 1 1 1 I I (I I III L 0 I I I ,II R-20 III SR-1 3] 1 I SR-13 SR-2011I T ISR-20 SR-13 R-141 r�I_ - fir,-- I I I I III - - - - _ I \ I I �I I I- - �-- I -- -- - - \ / II 1 III III I III III L- \ ELEV II r� III R-20 \ rS R-13 L J— _ _ - --� _ _ _� [.SR-13 III SR-13 _ _ �I�SR-13 III SR-13 III SR-13 SR-13 III III SR-13 III SR-13 I I I -r-1- =r I_ =r�l_ I -F l= -F -F —F l— —F r I —L�J— —L J— I —L J—L J— —L J— —L Jr ` I 1 I Iil I III I III III �II III III III / �I C=3/4" 2- L J sR-20 I I I— gR-20 _ =r 1= r _ I I I I I I I I I I I I I I I I I I 1 I I i 1 2 (3 (.45 �6 } ( 7) 8 9 12 i 10 1 1 1 LEVEL 3 - FRAMING PLAN SCALE: 3/32" = V-0" FA - C D A 8" CMU BELOW SITS ON F CONCRETE RETAINING WALL G H L Ml ---- NI -----� P I— Q - -- R " R.5 ) W T PLAN OT - SHEETS AND GENERA : 101 GE 1 0 i 1 p iG . E. la . 1�L S T P� 1I DE AILS APPLY TO ALL PARTS OF TI�!�WORK EXCEPT WHERE SP CIFICALLY DETAILED OR U.N.O. ON THE FLOOR PLANS AND PL N NOTES 102 VEf 1FY ALL DIMENSIONS. ELEVATIONS, SLAB EDGES. SLAB DE RESSIONS, SLAB OPENINGS. CURBS, FOOTING, PE ETRATIONS WALL OPENINGS WITH ARCHITECTURAL ME HANICAL, PLUMBING. ELECA / L N nq 3 19 Main S eet rove lu A 90245 103 FORALL DIMENSIONS &ROOF c 213.239.9700 104. NO -BEARI NPl[p0b I Pl� UJA ON Y FOR BEA I '' NALl[".11111 It T ISLAS N E MCI I ------ PLAN 10TES - CONCRETE: - 401. THI PERIMETER WALLS ARE NOT TO BE BACKFILLED UNTIL THE P FL R L S ARE POURED AND C ED. " OC Legado Companies 402. FOL AS,1";ET S321 & S323 D E N C 1 T 121 s. beverly drive ^"" 1869 beverly hills, ca 90212 403. AL HO EpOWN HARDWARE IS TO BE SECURED IN tel: 310-432-0800 PL CE R C j�ETE SLAB INSPECTION. HOLDOWNS SHALL www.legado.net BE E-TIGHT NE J ST PRIOR TO COVERING THE WALL FRAMING. 404. CA BER: A. ROVIDE CAMBERS AS SHOWN ON THE FLOOR PLAN B. CAMBERED SLABS AS FOLLOWS: • WITHIN 24 HRS AFTER CAMBERED SLABS ARE POURED AND BEFORE SHORING IS REMOVED BELOW SUBJECT SLAB • WITHIN 24 HRS AFTER FORMWORK SHORING IS REMOVED AND RE -SHORING BELOW SUBJECT SLAB IS INSTALLED • WITHIN 24 HRS AFTER ALL RE -SHORING BELOW SUBJECT SLAB IS REMOVED • 7 DAYS AFTER ALL RE -SHORING BELOW SUBJECT SLAB IS REMOVED 405, FOR GUARDRAIL DETAILS SEE 18 & 19/S311 SYMBOLS - CONCRETE INDICATES CHANGE IN FLOOR ELEVATION - INDICATES BEARING CMU WALL - INDICATES CONCRETE WALL SW# INDICATES CONCRETE SHEAR WALL SEE SHEET S341 INDICATES CONCRETE WALL BELOW INDICATES NON LOAD BEARING CMU WALL. 8" THICK. FULLY GROUTED SEE ARCHITECTURAL DRAWINGS FOR BALANCE OF INFO. - INDICATES NON LOAD BEARNG CMU WALL BELOW o r\ © L# INDICATES CONCRETE COLUMN PER S211 Wn D Q INDICATES CONCRETE COLUMN BELOW U L J C CB-X INDICATES BEAM PER nn11 � CONCRETE SCHEDULE S331 W ---T -4- INDICATES OPENING IN DIAPHRAGM/SLAB `n INDICATES STUD RAILS PER 2/S324 _III_ =0= SR-# (STUD RAIL LAYOUT SHOWN IN PLAN IS DIAGRAMATIC ONLY III SEE SCHEDULE FOR STUDRAIL LAYOUT) O INDICATES CONCRETE PAD U l.J L N INDICATES MAXIMUM 6" DEPRESSION WITH CONCRETE TOPPING SLAB PER ARCH. 4.5 MAX S.W.O AVERAGE N4, INDICATES MAX. SHEAR WALL OPENING SEE L— ARCH. PLANS FOR SIZE AND LOCATION o - o N INDICATES SPANDREL BEAM SEE COUPLING SB-X SCHEDULE ON SHEET S343. INDICATES BUILT-UP SLAB PER TYPICAL DETAILS %QRpF ESS c [D S5150 m i 06-30� 1 CT U C� lF OF CAL` V)ww J N N 2 V) D m m < tN :D O N N W I U Uf w _ NZ N w v U U U z "� z =i _j U U w w 6R CL z z V) CL 0 L02UCLiim� O O O --- M N NNN N N N �t 0 o 05 -- q O - O - •- O -- (V O O 0--0- O O 2004423 1 BID SET LEVEL 3 - FRAMING PLAN scale: As indicated S130 UP DN UP UP R.D. R.D. R.D. R.D. R.D. R.D. R.D. R.D. R.D. R.D. R.D. R.D. R.D. R.D. R.D. R.D. R.D. R.D. R.D. R.D. R.D. R.D. R.D. R.D. R.D. R.D. R. D . R.D. R. D . R.D.R.D. R.D. R.D. R.D. R.D. R.D. R.D. R.D. UP UP OSOSC OSOSC OSOSC OS OS C OS OS SP D.D.D.D.D.D.D.D. SP D.D. D.D. D.D. P.D.D.D. D.D. P.D. D.D. D.D. D.D. D.D. D.D. D.D. D.D. D.D. D.D. P.D. D.D. D.D. D.D. D.D.D.D. D.D.D.D. D.D.D.D. D.D. D.D. D.D. D.D. D.D. P.D. D.D.D.D. D.D. D.D. D.D. D.D.D.D.D.D. D.D. D.D. D.D. D.D. D.D. D.D. D.D. D.D. D.D. D.D. D.D. D.D. F.D. D.D. D.D. SP SP DN UP SP FE FE FE FE FE FE P.D. P.D. P.D. P.D. P.D. P.D. D.D. D.D. P.D. D.D. P.D. D.D.D.D. D.D. P.D. P.D. P.D. P.D. P.D. P.D. P.D. P.D. P.D. P.D. D.D. D.D. D.D. D.D. P.D. P.D. P.D. P.D. P.D.P.D.P.D.P.D. P.D.P.D. P.D. P.D.P.D. P.D. P.D. P.D. P.D. P.D. P.D. P.D. P.D. P.D.P.D. P.D. P.D. P.D. P.D. P.D. P.D. P.D. P.D. P.D. D.D.D.D. D.D. P.D.P.D.P.D. P.D. D.D. D.D. D.D.D.D. D.D. D.D. D.D. D.D. D.D. D.D. FE FE FE FE FE FE FE FE OSOSC F.D. F.D. F.D. F.D. F.D.DN DN DN DN TV COMMUNITY CENTER 1 SP F.D.F.D. A A 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 11 11 12 12 B B C C D D E E F F G G H H J J K K L L M M N N P P Q Q R R R.5 R.5 S S T T A1 323 1/A512 A1 325 1/A512 A1 327 1/A512 A1 329 1/A512 A1 328 1/A512 A1 326 1/A512 A1 330 1/A512 A1 324 1/A512 B2 316 1/A514 B2 314 1/A514 S2 331 2/A511 S2 333 2/A511 B2 321 1/A514 B1 335 1/A513 C3-a 334 2/A517 B2 301 1/A514 B2 300 1/A514 ELEV 4 STAIR 6 ELEV 3 ELEV 1 STAIR 3 B2 306 1/A514 S1 302 1/A511 S1 304 1/A511 S2 341 2/A511 S2 343 2/A511 S2 347 2/A511 B1 340 1/A513 A1 344 1/A512 A1 342 1/A512 B5 349 1/A516 A3 318 2/A512 ELEV 2 S2 352 2/A511 COMMUNITY CENTER 307 1/A453 STAIR 4 C3 336 1/A517 B1a 310 2/A513 A1 305 1/A512 S3 332 3/A511 C5 354 2/A518 B6 337 2/A516 S2a 345 2/A511 3.9 3.9 3.9 3.9 3.9 3.9 3.9 3.9 3.53.5 3.1 3.1 3.1 3.1 3.2 3.2 3.2 2.3 3.5 3.5 3.11 3.11 3.11 3.11 3.11 3.11 3.11 3.11 3.11 3.113.11 3.11 3.11 3.12 3.13 3.12 3.133.13 3.12 3.133.13 3.12 3.133.13 3.12 3.133.13 3.12 3.133.13 3.17 3.15 3.17 3.153.5 3.17 3.15 3.17 3.15 3.4 2.3 4.1 3.9 3.9 3.4 3.4 3.4 2.4 2.42.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 1.8% 1.0%1.0% 4.64.7 4.10 4.11 4.2 B3 320 2/A514 B4 355 1/A515 3.4 3.4 STAIR 1 STAIR 2 1 W3 1 W4 2 W18 C1 350 1/A518 2 W17 B1 308 1/A513 ELEC PANEL B2 312 1/A514 B2 322 1/A514 B2 353 1/A514 B2 351 1/A514 B2 303 1/A514 ELEC PANEL 2 W132W18 2 W14 1 W2 2 W17 2 W14 1 W2 1 W6 3 FW5 2 W17 3 FW5 8.8 8.8 8.8 8.8 1 S9 3.6 3.6 3.6 3.6 3.6 3.6 TRASH 339 TRASH 313 3.20 TRASH 359 3.4 STAIR 5 3.20 1 W2 2 W13 1 W6 REFER TO INTERIOR DRAWINGS FOR MORE INFORMATION 3.4 3.4 3.6 3.6 3.6 3.6 3.6 CE-1 TE-3 E-1 GE-4 GE-3 GE-2 GE-1 TE-1 PE-1 E-2 TE-2 CE-3 B-1 CE-2 GE-5 FP-1 IDF #2 I-3 IDF 3 ELECE3.2 I-2 ELEC I-1 1 HR RES. CORRIDOR 1 H R R E S . C O R R I D O R 1 HR RES. CORRIDOR 1 H R R E S . C O R R I D O R 2 W18 2 W14 2 W14 2 W14 1.11 1 W9 1 W9 MEN'S RR WOMEN'S RR MECH POOL SPA MACARTHUR BOULEVARD MA C A R T H U R P L A C E FIRST AMERICAN WAY P D GUARDRAIL WALL PER ARCH P P P P P P P P P P P P P P P P P P P P P P P P P D DD D D D D D D D D D D D D D D D D DDDD D D D D D D D DD D D D D GAS GAS D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D DDD D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D P P P D D D D 12 ' 1'-4" 4' - 1 0 " 4' - 1 0 " ALIGN ALIGN ALIGN 31'-3" 2'-2" 8'-8" 11 ' - 6 " 2' 12" TYP. 10'-4" 2' - 8 " 1'-6" 5' - 2 " 3' - 3 " 5' 6' P-10 LANDSCAPE POTTERY- SEE PLANTING PLAN LANDSCAPE POTTERY- SEE PLANTING PLAN LANDSCAPE POTTERY- SEE PLANTING PLAN P-03 P-03 P-03 P-06 P-08 P-09 P-09 P-09 P-09 P-09 P-09 12" TYP. 12" TYP. 5'-5" 9'-6" 21 ' 12 " T Y P . 12 " T Y P . L-101 L-101 L-102 SECTION/ELEV AT RAMP POOL AREA SECTION L-104 L-105 L-106 L-106 L-107 L-115 L-115 L-114 L-114 L-116 L-114 C LD106 L-103 L-103 L-103 L-103 LANDSCAPE POTTERY- SEE PLANTING PLAN CROSSHATCH SYMBOL DENOTES PAVING OVER STRUCTURE- SEE ARCH PLANS 4' 5'-2" 1'-7" 5' 5'12" 6' 6' - 8 " 10'-4" 3'-7" 84° 10'-6" 7" 11'-6" 5' M I N . 3'-2" 6'-8" 6' - 8 " 5'-8" 24'-7" L-111 P-04 P-04 P-04 P-04P-04 P-04 P-04 P-04 P-04 P-04 P-04 P-04 P-04 6' - 6 " 6°1' - 1 " 9' - 1 1 " 6' 10' 4 LD105 CURB RAMP B LD106 A LD106 4' 6' 6 LD106 SHALLOW TRENCH DRAIN OVER STRUCT. BEAM L-114 5 LD106 TRENCH DRAIN SECTION DETECTABLE WARNING DETECTABLE WARNING 5' M I N . 5' MIN TO POOL FENCE 5' - 8 " 5' - 6 " TO H A N D R A I L 1/ 4 " / F T MA X . 1/ 4 " / F T MA X . 1/4"/FT MAX. 1/4"/FT MAX. 1/4"/ F T MAX. 1/4"/ F T MAX . 1/ 4 " / F T MA X . 1/ 4 " / F T MA X . 1/4"/ F T MAX . 1/4 " / F T MA X . 1/4 " / F T MA X . 1/4"/ F T MAX. 6'-7" 2'-2" 4' 5'-4" 5' 14 LD105 POTTERY IN COBBLE AT WALKWAY DETAIL 2'8' 1' 9" 1' 24"5' 3' - 1 " L-105 5'-8" 42" HT GUARDRAIL 42" HT GUARDRAIL LANDSCAPE CONSTRUCTION SYMBOL DESCRIPTION DETAIL SWIMMING POOL & SPA: See Pool Consultant`s plans 3/LD106 Waterline Tile: Daltile 6" wide Series: ILLUMINARY Glass Tile, White grout Color: TOPIARY BLEND IL98 Shape: OSCILLATING Coping: see detail TEMPERED GLASS POOL ENCLOSURE:1/LD106 5 FT. Tall. Provide self-closing, self-latching glass gate with panic hardware. 30" TALL BUILT-UP PLANTER WALL:5/LD105 CMU block with Precast Concrete Cap. Finish: Plaster Color: Match Bldg exterior stucco BUILT-UP PLANTER WALL under POOL FENCE:6/LD105 CMU block with Precast Concrete Cap. Finish: Plaster Color: Match Bldg exterior stucco Cap: Pacific Stone Cap Color: Natural Gray ON-STRUCTURE CONCRETE STEPS with HANDRAILS:8/LD104 ON-STRUCTURE CONCRETE RAMP with HANDRAILS:9/LD104 WHEELCHAIR LIFT:4/LD106 Garaventa Genesis OPAL unenclosed vertical platform lift. Straight Through Entry/Exit. Verify rough opening dimensions and layout. Verify with Owner options to be provided. PET WASTE STATION: DOGIPOT Pet Station #1003-L with sign, bag dispenser & trash receptacle. Modify for surface mount installation, provide cast iron pedestal post surface mount base (sold separately) & 3- anchor bolts. Set overall height to 6-6" BENCH: Keystone Ridge Designs- EVERETT Series Flat Bench #EV16, Aluminum construction with powder coat finish. 6 ft long. Freestanding. See manufacturer`s specifications Powder Coat Finish: CHROMITE 38/90018 SYNTHETIC TURF PET AREA & DRAINAGE SYSTEM with 12/LD104 CONCRETE CURB: SynLawn Model #SynTipede 343. Install per manufacturer`s specifications. NATURAL GAS FIREPIT: Builtup masonry firepit with 10/LD105 Tempered Glass Wind Screen 42" diameter Burner assembly, 350,000 BTU Firepit pan, control panel, auto igniter system, high voltage circuit, gas supply line, manual shut-off valve, 1 hr. timer, emergency shut-off button on bldg wall. Two side vents on opposite sides of firepit. Provide Fire Glass media in firepit pan. PAVING SYMBOL DESCRIPTION DETAIL COURTYARD WALKWAY CONCRETE PAVING: 3.5 to 5" thick 1/LD104 concrete paving with integral color. Color: DAVIS `OUTBACK` Finish: TOP-CAST etch #50 Solar Reflectance value = 0.35 PATIOS CONCRETE PAVING: 3.5 to 5" thick concrete topping 1/LD104 slab with integral color. See Architect`s details for threshold and transition at building walls. Troweled scorelines as indicated on Plans. Color: DAVIS `OUTBACK` Finish: MEDIUM BROOM Solar Reflectance value = 0.35 POOL DECK- CONCRETE PAVING: 4" thick concrete paving 1/LD104 with #4 REBAR at 18" o.c. & Integral Color. Color: DAVIS `OUTBACK` Finish: TOP-CAST etch #05 Solar Reflectance value = 0.35 DECORATIVE COLOR CONCRETE PAVING:1/LD104 3.5 to 5" thick concrete paving topping slab with integral color. Decorative Sawcut joint lines per plan. Color: DAVIS `OUTBACK` Finish: TOP-CAST etch #50 Solar Reflectance value = 0.35 DRAINAGE GRAVEL ADJACENT TO BUILDING: Gap between building and paving topping slab filled with 3" to 5" dia. Mexican cobbles. CORRIDOR CONCRETE PAVING: 3.5 to 5" thick concrete 1/LD104 paving with integral color. Color: DAVIS `OUTBACK` Finish: TOP-CAST etch #05 Solar Reflectance value = 0.35 L-101 L-102 L-103 L-104 L-105 L-106 L-107 L-111 L-114 L-115 L-116 P-03 P-04 P-06 P-08 P-09 P-10 REFERENCE NOTES SCHEDULE LEVEL 3 POOL COURTYARD SYMBOL MANUFACTURER/MODEL/DESCRIPTION AREA POST LIGHT WALKWAY BOLLARD RECESSED WALL LIGHT ACCENT UPLIGHT PLAN SYMBOLS GAS HOSE BIBB NATURAL GAS POC ELECTRICAL POWER UTILITY COORDINATION ITEMS P D PLANTER DRAIN TOPPING/HARDSCAPE DECK DRAIN POOL DECKING/WALKING SURFACE NOTE: A continuous and unobstructed four foot minimum width deck that is made of slip resistant, nonabrasive concrete or like material must be provided flush with the top of the pool coping and extend completely around the pool. The deck shall be finished to PREVENT ANY STANDING WATER. The deck shall slope to drainage between 1/8" and 1/4" per foot to adequately spaced DRAINAGE system.(§3114B.1) RY .. LC130 4287 10/16/2020 1 08-14-202050% DD SET NORTH LANDSCAPE SITE PLAN Description DateIssue Landscape Architecture 24013 Ventura Blvd. Suite 201 Calabasas, CA 91302 p 818.251-9718 f 818.251-9719 Design Works Date Drawn By Sheet Title Job No. Sheet No. of Sheet 0 SCALE: feet102132 3/32" = 1'-0" SITE STRUCTURES & HARDSCAPE PLAN- Level 3 2 10-5-2020100% DD SET 3 10-16-2020CD PLAN CHECK SUBMITTAL SET HARDSCAPE WORK AREA 1 LE G A D O A T T H E M E T 20 0 F i r s t A m e r i c a n W a y , S a n t a A n a , C A 9 2 7 0 7 fo r Le g a d o a t t h e M E T 12 1 S . B e v e r l y D r i v e , B e v e r l y H i l l s , C A 9 0 2 1 2 4 01-18-2021CD PLAN CHECK RESUBMITTAL SET 5 02-22-2021CD PLAN COORD UPDATES RY .. LD105 4287 10/16/2020 1 08-14-202050% DD SET HARDSCAPE & EXTERIOR SITE STRUCTURES DETAILS Description DateIssue Landscape Architecture 24013 Ventura Blvd. Suite 201 Calabasas, CA 91302 p 818.251-9718 f 818.251-9719 Design Works Date Drawn By Sheet Title Job No. Sheet No. of Sheet STRUCTURAL SLAB FG TOPPING SLAB FF TOPPING SLAB 1' - 7 " ± A F F ELEVATION VERIFY VE R I F Y 8" 30 " ± A F F 30" PLANTER WALL ON STRUCTURE 11" 2 3 / 8 " 1 1/2" PRECAST CONCRETE CAP- PACIFIC STONE WC-104 4" CMU BLOCK w/ PLASTER FINISH. GROUT CELLS SOLID LANDSCAPE FABRIC OVER GRAVEL2" M I N . SECTION PLANTER BACKFILL- SEE SPEC. PLANTER WALL WATERPROOFING, SIDES & BOTTOM. SEE SPEC. 512" 2'-0" 6" CONCRETE SLAB SEE ARCHITECTURAL PLANS FOR ADDITIONAL PLANTER INFORMATION & DETAILS LIGHT FIXTURE BLOCKOUT, SEE ELECTRICAL/LIGHTING PLAN FOR FIXTURE LOCATIONS & SIZE CAP PLASTER FINISH, MATCH BLDG. 8" (H) X 8" (W) X 16" (L) CMU. BLOCK FINISH SURFACE SEE ARCHITECTURAL PLANS FOR ADDITIONAL PLANTER WALL INFORMATION & DETAILS 5 2 10-5-2020100% DD SET PLANTER BACKFILL PRECAST CONC CAP PACIFIC STONE WC-104 PLASTER FINISH CMU BLOCK WALL WITH REBAR REFER TO STRUCTURAL PLANS STRUCTURAL SLAB W/ WATERPROOFING BY OTHERS VA R I E S - S E E P L A N FS 9" WALL WATERPROOFING REBAR SCHEDULE AND FOOTING SIZE PER STRUCTURAL ENG. PAVING TOPPING SLAB DRILL & EPOXY- SEE STRUCT PLANS 4" PERFORATED DRAIN PIPE CONNECT TO SITE DRAINAGE SYSTEM DRAINAGE COMPOSITE & PROTECTION BOARD 4" PLANTER/RET. WALL AT PODIUM EDGE 7 6" STRUCTURAL SLAB FG FF 8" 11" 2 3 / 8 " 1 1/2" DECK SUPPORT & FOAM FILL PER STRUCTURAL ENGINEER 2' - 0 " CMU BLOCK w/ PLASTER FINISH. GROUT CELLS SOLID LANDSCAPE FABRIC OVER DRAINAGE GRAVEL 2" M I N . SECTION PLANTER BACKFILL- SEE SPEC. MOUND SOIL AGAINST WALL SEE ARCHITECTURAL PLANS FOR ADDITIONAL PLANTER WALL INFORMATION & DETAILS- A802 TW +5.00' PERIMETER POOL WALL 5' P O O L F E N C E 6" PRECAST CONCRETE CAP- PACIFIC STONE WC-104 POOL DECK PLANTER WALL WATERPROOFING, SIDES & BOTTOM. SEE SPEC. 24" MIN. PLASTER FINISH POOL FENCE 6 4'-9" 2' - 0 " 6' - 0 " 6'-1" TRUNCATED DOME DETECTABLE WARNINGS CONCRETE RAMP 1: 12 SLOPE MAX. SYNTHETIC TURF 6" HT. CONCRETE CURB AROUND PERIMETER OF SYNTHETIC TURF AREA- SEE PLAN FS +6" FS +0.0" CURB RAMP 12 LD104 6" RA M P 1 : 1 2 M A X 4 3'-0" GAS LINE #4 REBAR @ BOND BEAM 3" SQ. TILE TRIM ROUND BULLNOSE EDGE STUCCO FS 32 " BLACK GRANITE SLAB 3/4" EXT. PLYWOOD SLOPE 2% FILL VE R I F Y 3" BBQ COUNTER - SECTION GAS SHUT @ END OF COUNTER 3" CONC. SLAB W/ 6 X 6 / 10.10 WWN 6" CMU BLOCK #4 REBAR @ 16" O/C LAP INTO SLAB CONCRETE SHELF FOR BBQ UNIT STUCCO INSIDE OF SHELF AREA TOPPING SLAB 9 3 10-16-2020CD PLAN CHECK SUBMITTAL SET FIREPIT - PODIUM LEVEL 11 LD105 1'-0 "CLR . 12/LD105 ADDITIONAL INFORMATION. SEE DETAIL 6'-0" DIA. PRECAST CONC. SEATWALL CAP CMU. WALL NATURAL GAS FIRE RING DECORATIVE PEBBLE 3" LAYER TEMPERED GLASS SHIELD 10 2" 16 " 14" STRUCTURAL DECK 4" 4" 10" 1' - 7 " 2"8" FIREPIT SECTION DETAIL TEMPERED GLASS ENCLOSURE 14" PRE-CAST CONC. RADIUS COPING TILE VENEER 6"X6" METAL ACCESS DOOR J-BOX w/ 2HR. TIMER ON/OFF SWITCH & 24 VCC TRANSFORMER CONCRETE TOPPING SLAB EXP. JOINT SLAB WATERPROOFING & PROTECTION BOARD, SEE SPEC. DRILL & USE "SET" EPOXY, SEE STRUCTURAL PLAN. HIGH VOLTAGE LINE DRAINAGE COMPOSITE MAT DECK DRAIN PER PLUMBING PLAN 1/2" NATURAL GAS LINE WALL WATERPROOFING, SEE SPEC. FIRE BRICK, SAILOR COURSE STACK AGAINST CMU. WALL FIRE BRICK DRY SET OVER GRAVEL BED DECORATIVE PEBBLE. 3" LAYER SS FIRE RING PAN GAS FIRE RING BURNER IGNITER GAS FIRE RING VERIFY GAS CONNECTION & CONTROL VALVE LOCATION w/ BUILDER. PROVIDE GAS CONTROL/SHUT-OFF VALVE w/ TIMER PER BUILDER. ALL FIRE PIT COMPONENTS SHALL HAVE APPROVAL. HAVE LA CITY R.R. NUMBER AND U.P.L. STAMP. 11 FS 32 " 32" OUTDOOR GAS GRILL TWIN EAGLES EXTREME SERIES TXBQ-32-T 12'-0" STUCCO FINISH BLACK GRANITE SLAB 6'-0" 9 LD1051'-6"1'-6" DOUBLE BBQ GRILL COUNTER - ELEVATION ADJACENT PLANTER WALL SS ACCESS DOORS OPEN NICHE FOR STORAGE, PLASTER ALL SURFACES 8 LE G A D O A T T H E M E T 20 0 F i r s t A m e r i c a n W a y , S a n t a A n a , C A 9 2 7 0 7 fo r Le g a d o a t t h e M E T 12 1 S . B e v e r l y D r i v e , B e v e r l y H i l l s , C A 9 0 2 1 2 4 01-18-2021CD PLAN CHECK RESUBMITTAL SET 1 SLOPE 2% MIN. 24 " FG AS NOTED ON PLAN 2" SL O P E T O D R A I N SL O P E T O D R A I N PLAN VIEW NTS TYP. DRAINAGE SYSTEM INSIDE PLANTER WATERPROOFING, SEE SPEC. STRUCTURAL DECK SLOPE TO DRAIN 1% MIN. 8" 6" 4" NDS ATRIUM GREEN COLOR SLOPE TO DRAIN DRAIN LINE, SEE PLUMBING PLAN RUN PERFORATED DRAIN PIPE IN CENTER OF PLANTERWATERPROOFING & PROTECTION BOARD OVER SLAB BY OTHERS CONCRETE SLAB 4" SOLID DRAIN PIPE RISER PLANTER BACKFILL, SEE SPEC. 3/4" CRUSHED ROCK DRAINAGE BACKFILL w/ BIO-BARRIER ROOT CONTROL FILTER FABRIC OVER. 4" CO-EX PERFORATED DRAINLINE VCA: SEE STRUCTURAL DETAILS DRAIN RISER w/ ATRIUM GRATE 4" PERFORATED DRAIN PIPE PLUMBING DRAIN, SEE PLUMBING PLAN 3 PLANTER ON PODIUM AT BUILDING RELATIONSHIP SEE ARCHITECTURAL PLANS FOR ADDITIONAL PLANTER WALL INFORMATION AND DETAILS LANDSCAPE PLANTER DRAIN DETAIL CMU PLANTER PLANTER WALL DETAILS 12 " M I N . CONCRETE TOPPING SLAB SLOPED TO DRAIN PLANTER DRAIN DOWNSPOUT LEADER PIPE SLAB PENETRATION DOWNSPOUT SWEEP TERMINATION TO PLANTER COBBLE FILED TRENCH FRAMED BLDG. WALL DECK DRAIN PER PLUMBING PLAN. 3 LD105 1 3' MIN. FROM COMBUSTIBLE STRUCTURE OR MATERIAL 12 ' M I N . F R O M C O N B U S T I B L E ST R U C T U R E O R M A T E R I A L 15 " M I N . WIND GUARD. (OPTIONAL) SEE SCHEDULE. METAL PLATE IGNITION UNIT BURNER ELECTRICAL FIRE PIT DETAIL GAS LOG / STONE / LAVE MEDIA. SEE SCHEDULE. PLATE SUPPORT GAS KEY. (OPTIONAL) SEE SCHEDULE. KEY VALVE 18 SQ. IN. OF VENTING ON BOTH SIDE DRAIN. CONNECT TO SITE DRAINAGE SYSTEM. SEE SPEC. GAS LINE NON-COMBUSTIBLE MATERIAL GAS FLEX LINE ELECTRICAL CONDUIT ELECTRICAL VALVE FIRE PIT. SEE SCHEDULE. MASTER POWER SWITCH EMERGENCY STOP PUSH BUTTON PUSH TIMER. (OPTIONAL) SEE SCHEDULE. F.S. 4' M A X . H T . 12 24 " FG 1% MIN. SLOPE2" STRUCTURAL DECK WALKWAY TYPICAL DECK DRAIN AT WALKWAYS VCA: SEE STRUCTURAL DETAILS OVERFLOW DRAIN PER PLUMBING PLAN PRIMARY DRAIN PER PLUMBING PLAN 2 5 1 / 2 " 12" MIN. CLEAR PLANTER GAP AT BUILDING SLAB DEPRESSION. SEE STRUCTURAL PLANS. DRAIN. SEE PLUMBING PLAN. BU I L D I N G CMU. PLANTER WALL PER STRUCT. PLANS. 5 LD105 STRUCTURAL SLAB PER STRUCT. ENG. SLAB WATERPROOFING & PROTECTION BOARD PER ARCH DRAIN MAT DRAINAGE GRAVEL. SEE PLAN. ADJACENT ARCHITECTURAL WALL. SEE ARCH. PLANS. 13 POTTERY IN COBBLE AT WALKWAY DETAIL LANDSCAPE POTTERY, SEE PLANTING PLAN. PRIMARY DRAIN, SEE CIVIL/PLUMBING PLANS. COBBLE STONE, SEE CONSTRUCTION PLAN. BU I L D I N G TOPPING SLAB SLOPE TO DRAIN 1% MIN., SEE CIVIL DRAINAGE PLAN. CONTINUOUS WATERPROOFING LAYER, SEE SPEC. VARIES STRUCTURAL SLAB TOPPING SLAB DRAIN LOCATION & ASSEMBLY PER PLUMBING PLANS 14 5 02-22-2021CD PLAN COORD UPDATES RY .. LD106 4287 10/16/2020 1 08-14-2020 TH E M E T 20 0 F i r s t A m e r i c a n W a y , S a n t a A n a , C A 9 2 7 0 7 fo r Le g a d o a t t h e M E T 12 1 S . B e v e r l y D r i v e , B e v e r l y H i l l s , C A 9 0 2 1 2 50% DD SET POOL AREA SECTIONS & DETAILS Description DateIssue Landscape Architecture 24013 Ventura Blvd. Suite 201 Calabasas, CA 91302 p 818.251-9718 f 818.251-9719 Design Works Date Drawn By Sheet Title Job No. Sheet No. of Sheet 2 10-5-2020100% DD SET POOL PLASTER POOL SHELL PER POOL CONTRACTOR STANDARD PRECAST SAFETY POOL COPING COLOR: LIGHT GRAY 12" 1 1/2" SLOPE 1 4" / FT. 1" STYROFOAM EXP. JOINT EXPANSION JOINT WITH SAND FINISHED CAULK / SEALANT CONCRETE DECK SLIP-RESISTANT STRUCTURAL PODIUM SLAB WATERPROOFING CRECK ISOLATION MEMBRANE WATERLINE TILE: 3" SQ. x 2 ROWS OR 3"x 6" ONE ROW ON-STRUCTURE POOL COPING 4" 10 1/2" FOAM FILL 3 3 10-16-2020CD PLAN CHECK SUBMITTAL SET 5' - 0 " GLASS POOL ENCLOSURE GLASS PANEL SIZE PER MANUF. STAND-OFF MOUNT ANCHORS PER GLASS ENCL. MANUF. VERIFY 2" M A X . 2" MAX. GLASS PANEL GAP GLASS POOL ENCLOSURE ON WALL POOL WALL w/ FENCE FS GLASS POOL ENCLOSURE GLASS PANEL SIZE PER MANUF. STAND-OFF MOUNT ANCHORS PER GLASS ENCL. MANUF. GLASS POOL ENCLOSURE GLASS PANELS SIZE AND MOUNT ANCHORS PER MANUFACTURE. SECTION ELEVATION POOL DECK STRUCTURAL SLAB SEE STRUCTURAL PLANS 1GLASS ENCLOSURE AND GATE 11 2" 3'-6"24" MIN. VARIES 10 " 5' - 0 " 6"6" 3' - 6 " STAND-OFF MOUNT ANCHORS PER GLASS ENCL. MANUF. PANEL PER MANUF. RECOMMENDATION LEVER LOCKSET. KEY REQUIRED FOR ENTRY ON OUTSIDE OF GATE SELF-LATCHING PANIC HARDWARE ON INSIDE OF GATE GLASS POOL ENCLOSURE GLASS PANEL SIZE PER MANUF. 3" SQ. GATE POST with METAL CAP 2" SQ. METAL POST with METAL CAP POOL WALL FENCE POST TO STRUCTURAL SLAB-SEE STRUCTURAL PLANS FOR BASE PLATE MOUNTING DETAIL. METAL KICKPLATE PER ADA REQTS. LOCATE ON PUSH SIDE OF GATE GLASS POOL ENCLOSURE GLASS PANELS SIZE AND MOUNT ANCHORS PER MANUFACTURER. SELF-CLOSING HINGES 2"X 1 1 2" GATE FRAME 2 6" 5' - 0 " VA R I E S 6" 5- 1 / 2 " TOPPING SLAB STRUCTURAL SLAB 2' - 6 " PLANTER WALL PLANTER WALL WATERPROOFING, SIDES & BOTTOM TYP. RAMP GLASS POOL ENCLOSURE 4'-0"POOL DECK PLANTER BACKFILL. SEE SPEC. PLANTER BACKFILL. SEE SPEC. FOAM FILL PER STRUCTURAL ENG. F.F. 72.00 RAMP SECTION 3 LD105 42" PLANTER WALL ON STRUCTURE 1 LD106 GLASS POOL ENCLOSURE ON WALL 4 LD105 PERIMETER POOL WALL C 10 ' - 0 " 3' - 6 " 4' - 6 " 3' - 0 " 5 6 APOOL AREA SECTION 5' - 0 " 7 5' - 0 " 10 ' - 0 " 13'-8" 4 10'- 0 " 2' - 6 " SWIMMING POOL 3 LD105 PLANTER WALL 4 LD105 PERIMETER WALL AT POOL AREA 1 LD106 POOL FENCE SPA 3 LD106 ON-STRUCTURE POOL COPING L-101 5' 30 " 5 6 BRAMP SECTION AT POOL AREA 6" 7 5' - 0 " 8'-10" 4 POOL FENCE POOL GATE SELF-CLOSING, SELF-LATCHING w/ PANIC HARDWARE 30' RAMP 1:12 MAX SLOPE 24' RAMP 1:12 MAX SLOPE6'-5"8'-8" FS XX 00 PLANTER GAP AT BLDG 3 LD105 GLASS POOL ENCLOSURE ON WALL 2 LD106 4 LD105 PERIMETER WALL AT POOL AREA 1 LD106 POOL FENCE 2' - 0 " FOAM FILL PER STRUCT. ENGR STRUCTURAL SLAB RAMP PAVING L-103 • Tempered Glass Panels • Surface Mount or Core Mount Clamps • Rubber Gaskets • Metal Pressure Plates • Dress Rings or Cover Plates • Gate Hinges • Gate Latch • Tape Measure • Chalk Line or String Line • Masking Tape • Spirit Level • Shims (Plastic or Metal) • Wood Setting Blocks Provided by Aquaview: MATERIALS TOOLS REQUIRED Provided by Installer: • Cordless Drill • Hammer Drill • Loctite • Core Driller • Non-Shrink Grout • Bucket for Mixing Grout • Sponge • Hammer + Chisel • Allen Key Set • Suction Cups or Glass Handling Gloves • Mats or Blankets • Glass Cleaner & Cloth SURFACE MOUNT APPLICATIONS • Set Square • Woodworking Clamps • Optional: DIY Wood Glass Supports (see pg. 5) www.aquaviewfencing.com | 877-229-7034 | sales@aquaviewfencing.com • Anchor Bolts (Stainless Steel)NOTE: Installer provides anchor bolts for surface mount clamps. INSTALLATION GUIDE Frameless Glass Pool Fencing CORE MOUNT APPLICATIONS Longer anchors are OK as long as the wedge tip of the anchor is still within the concrete slab. Square Clamps (x2): 3/8" Screw Anchors or 1/2" Wedge Anchors Round Clamps (x4): 1/4" Screw Anchors or 3/8" Wedge Anchors Use lag screws for wood mount applications SURFACE MOUNT - SQUARE Height: 6-1/2” (170mm) Base: 2” x 5-1/8” (50mm x 130mm) CORE MOUNT - SQUARE SURFACE MOUNT - ROUND CORE MOUNT - ROUND Rubber Gasket Metal Pressure Plate www.aquaviewfencing.com | 877-229-7034 | sales@aquaviewfencing.com INSTALLATION GUIDE CLAMP HARDWARE MOVING & STORING GLASS • Inspect the panels upon delivery - if there are any chips or damages, notify Aquaview immediately. • Glass should be stored in dry conditions, in an upright position with slight angle. • Do not put glass bottom edge directly on the ground. Always ensure panels sit on rubber or wood. Do not allow glass to come in contact with concrete, tiles, or any hard surface. • When lifting glass, it should be kept in the upright position. • Wear protective equipment including suitable gloves, steel capped boots and safety glasses. Height: 7-1/2” (190mm) Base: 3-3/4” (95mm) diameter Height: 10-5/8” (270mm) Diameter: 2” (50mm) with 3-1/2” (89mm) dress ring Height: 11-13/16” (300mm) Diameter: 2” (50mm) with 3-1/2” (89mm) dress ring Internal screw must be secured with Loctite before install. INSTALLATION GUIDE www.aquaviewfencing.com | 877-229-7034 | sales@aquaviewfencing.com SURFACE PREPARATION STONE / TILE If there is concrete underneath, proceed as normal. If not, see below. WOOD Ensure the clamps are attaching to structural elements of your deck, and there is at least 4” of wood to lag screw into. Fixing wood blocking between joists underneath your deck allows the clamp to be mounted to structural elements of your deck – ie bearers and joists. Decking boards alone are not structural, nor are free-ﬂ oating blocks of wood under each clamp location! Alternatively, you can also pour concrete footings underneath the deck. HOW TO LEVEL & PLUMB GLASS CONCRETE FOOTINGS Needed if surface is pavers over sand, or grass/dirt A) 12” wide x 18” deep continuous curb, or B) 12” diameter x 18” deep sonotube “piers” at each clamp location Use concrete 3000psi or stronger. Let the footing cure completely. Then install core mount or surface mount clamps as if the footing were existing concrete. Do not set core clamps into a wet pour, or they will shift! If ﬁ xing to pavers, you will need to pour a concrete footing underneath and re-cement pavers to footing. • With glass fencing, the small details matter. The job is not ﬁ nished until you ensure all panels are aligned, spacing is even (typically 1” between panels), and the tops of all panels are level. • Check the horizontal and vertical level of each panel. Make adjustments if needed. • Use plastic shims (not supplied) for minor height adjustments. Place shim in the “seat” of the clamp under the glass panel to raise it until height is consistently level across the tops of all panels. • Vertical alignment can be adjusted by tightening either the top or bottom grub screw. Shims can also be inserted on respective side to adjust glass tilt. CMU BLOCK WALL Only possible if wall is strong enough to support the weight of the glass. It cannot be hollow. Every cell in the wall must be ﬁ lled with solid concrete 4000psi. CONCRETE SLAB Slab should be at least 4” thick, with concrete 3000psi or stronger. If installing clamps near slab edge, distance between clamp and edge of slab should be at least 6” to avoid cracking. Note: with core mount clamps, you may end up core drilling all the way through the slab into the dirt. This is OK. Important! Check - is the surface even and level? When you measure the layout, make sure to measure changes in elevation too. UNEVEN SURFACES If signiﬁ cant, Aquaview can cut sloped panels (please notify in advance). If minor, use shims under glass. Core clamps are also recommended, as they allow more ﬂ exibility. • Mark the centerline of proposed glass fence with a chalk line. Mark out the panel sizes based on the project CAD drawing, including panel spacing. • Mark the clamp locations. • Use the clamp as a template to mark out the position of the holes and drill to suit. (Note: Square clamps have 2 holes, and Round clamps have 4 holes.) • Check level of ﬂ oor. If needed, plumb with shims under the base plates before anchoring (shims supplied by Installer). • Drill a pilot hole, then secure clamps with wedge anchors or lag bolts, depending on ground surface (anchors supplied by Installer). • We suggest installing a clamp at each end of a straight run and then use a string line to set the clamp heights in between. • It is important to position clamps in the correct line as plumb as possible to minimize glass adjustment. • Round clamps only: slip cover plate over clamp • Insert glass into the clamps. First, line clamp opening with rubber gasket. Gently lower glass panel into the clamp, now lined with the rubber gasket. Insert metal pressure plate between the rubber and the inside of clamp. • Tighten glass in place with an allen key. Ensure there is rubber between the glass and metal; at no stage should the glass touch metal. INSTALLATION GUIDE SURFACE MOUNT INSTRUCTIONS 1 2 3 4 5 www.aquaviewfencing.com | 877-229-7034 | sales@aquaviewfencing.com • Ensure all panels are aligned and spacing between panels is even. Check the horizontal and vertical level of each panel, making adjustments if needed. • For minor height adjustments, use plastic shims (not supplied). Place shim in the “seat” of the clamp under the glass panel to raise it until height is consistently level across the tops of all panels. • Vertical alignment can be adjusted by tightening either the top or bottom grub screw. Shims can also be inserted on respective side to adjust glass tilt. • Mark the centerline of proposed glass fence with a chalk line. Mark out the panel sizes based on the project CAD drawing, including panel spacing. • Mark the clamp locations for core drilling. • Core drill a 2-3/4” (70mm) diameter hole at 3-15/16” (100mm) deep for square clamps, or 5-5/8” (143mm) for round clamps. • Must ensure no wiring or underground pipe will be a ected. • Remove the core and clean any excess water and concrete which may obstruct clamp. • Check level of ﬂ oor to determine the height of each clamp. • We suggest installing a clamp at each end of a straight run and then use a string line to set the clamp heights in between. • It is important to position clamps in the correct line as plumb as possible to minimize glass adjustment. • Mix the grout in a small container. Position the clamp in the hole using a small timber wedge. Pour grout to ﬁ ll 3/4 of the hole. • Hold for approximately 15 minutes until the clamp is ﬁ rm. • Clean any excess with a wet sponge while the grout is wet. • When removing the timber wedges top up core holes with grout. • Slip dress ring over clamp once installed. Secure with silicone. • Insert glass into the clamps. First, line clamp opening with rubber gasket. Gently lower glass panel into the clamp, now lined with the rubber gasket. Insert metal pressure plate between the rubber and the inside of clamp. • Tighten glass in place with an allen key. Ensure there is rubber between the glass and metal; at no stage should the glass touch metal. The following procedure is done one hole at a time. www.aquaviewfencing.com | 877-229-7034 | sales@aquaviewfencing.com INSTALLATION GUIDE CORE MOUNT INSTRUCTIONS (METHOD A) • Ensure all panels are aligned and spacing between panels is even. Check the horizontal and vertical level of each panel, making adjustments if needed. • For minor height adjustments, use plastic or aluminum shims (not supplied). Place shim in the “seat” of the clamp under the glass panel to raise it until height is consistently level across the tops of all panels. • Vertical alignment can be adjusted by tightening either the top or bottom grub screw. Shims can also be inserted on respective side to adjust glass tilt. 1 2 3 4 5 • Mark the centerline of proposed glass fence with a chalk line. Mark out the panel sizes based on the project CAD drawing, including panel spacing. • Mark the clamp locations for core drilling. • Core drill a 2-3/4” (70mm) diameter hole at 3-15/16” (100mm) deep for square clamps, or 5-5/8” (143mm) for round clamps. • Must ensure no wiring or underground pipe will be a ected. • Remove the core and clean any excess water and concrete which may obstruct clamp. • Check level of ﬂ oor to determine the height of each clamp. • Before installing clamps into core holes, ﬁ t them onto the glass. With glass laying ﬂ at, slip clamps on using the correct spacing. Ensure clamps are lined with the rubber gasket so glass and metal do not touch. Insert the metal pressure plate between the rubber and inside of clamp and tighten using an allen key. • Check that clamps have been attached straight by using a setsquare. • Slide dress ring onto clamp and secure to panel with masking tape. • Place wood setting blocks (~2” tall) under each panel location. Gently lower the panel into the holes. The bottom of the glass should rest on the setting blocks. • Insert the next panel the same way. • Use woodworking clamps to secure tops of panels together. • To ensure panels stay in position, brace them using DIY wood glass supports (two wood boards in L-shape, with slot for glass). • Insert all remaining panels in the run using the same method. www.aquaviewfencing.com | 877-229-7034 | sales@aquaviewfencing.com INSTALLATION GUIDE CORE MOUNT INSTRUCTIONS (METHOD B) 1 2 3 • Mix the grout in a small container. Pour grout into core holes around clamps and hold for approximately 15 minutes until the clamp is ﬁ rm. Clean any excess with a wet sponge while the grout is wet. Once grout is set, remove wood blocking and braces and repeat along the next run. • Remove masking tape and slide dress rings down to bottom of clamps. Secure with silicone. www.aquaviewfencing.com | 877-229-7034 | sales@aquaviewfencing.com INSTALLATION GUIDE CORE MOUNT INSTRUCTIONS (METHOD B) • Ensure all panels are aligned and spacing between panels is even. Check the horizontal and vertical level of each panel, making adjustments if needed. • For minor height adjustments, use plastic shims (not supplied). Place shim in the “seat” of the clamp under the glass panel to raise it until height is consistently level across the tops of all panels. • Vertical alignment can be adjusted by tightening either the top or bottom grub screw. Shims can also be inserted on respective side to adjust glass tilt. 4 5 30'-0" 36 ' - 6 " 13'-0"13'-0" 38'-8" 11 8 ' - 3 " POOL SPA SITE PLAN SCOPE OF WORK SPA ONLY REFER TO THE SP PLANS FOR ALL RELATED INFO.POOL EQUIPMENT ROOM LEVEL 2 SWIMMING POOL AND SP-0 CLASS: B/C-53 EXPIRES: 12-31-2 Signature Date 6 27439 BOSTIK CT. TEMECULA, CA 92590 P(951)296-3939 F(951)296-3945 LICENSE# CA-326760 2-25-2026 SHEET INDEX SP-0 COVER PAGE SP-1 POOL AND SPA SITE PLAN AND NOTES SP-5 POOL AND SPA EQUIPMENT ROOM LIST OF 2022 CALIFORNIA CODE OF REGULATION APPLICABLE CODES AS OF 2022 CALIFORNIA BUILDING CODE CALIFORNIA RESIDENTIAL CODE CALIFORNIA GREEN BUILDING STANDARDS CODE CALIFORNIA MECHANICAL CODE CALIFORNIA ELECTRICAL CODE CALIFORNIA PLUMBING CODE CALIFORNIA BUILDING ENERGY EFFICIENCY STANDARDS 2022 NA 2022 2022 2022 2022 2022 (ELECTRICAL) E9 ELECTRICAL SINGLE LINE DRAWING E-120 LEVEL 2 ELECTRICAL EQUIPMENT ROOM SP-5A POOL AND SPA ELECTRIAL PLAN SP-1 AREA NOTES · · POOL AND SPA SITE PLAN SITE PLAN, VICINITY MAP AND NOTES PROJECT NAME: DATE: DRAWN BY: SHEET TITLE: SHEET NUMBER: D D DD D D D D MEN'S RR WOMEN'S RR TOILET FACILITIES NOTES SAFETY AND MAINTENANCE NOTES GENERAL NOTES MET PROJECT INFORMATION A N SIGNAGE NOTES ° ° SCOPE OF WORK · · SCOPE OF WORK Legado at the MET 121 S. Beverly Drive, Beverly Hills, CA 90212 THE METT 200 First American Way,HE MET Santa Ana, CA 92707 DEVELOPER: 9/25/2020 100% DD10/05/2020 100% DD 10/16/20 CD PLAN CHECK SUBMITAL SET 5/14/2021 PRICING SET VICINITY MAP PROJECT SITE 4FT 0IN 3FT6IN 3 FT 6IN 3 FT 6IN 3 FT 6IN 3 FT 6IN 3FT6IN 3FT6IN 3 FT 6IN 3 FT 6IN 3FT6IN 4FT0IN 4FT 0IN 4FT 0IN 4FT0IN 4FT 0IN 4FT 0IN 4FT 0IN 3 FT 6IN 3FT 6IN 3FT 6IN 3FT 6IN 3FT 6IN P P P P P D D D D D D D P P D T T 660 100C 660 100C 710 BUILDING CODE & STANDARDS LIST OF 2022 CALIFORNIA CODE OF REGULATION APPLICABLE CODES AS OF 2022 CALIFORNIA BUILDING CODE CALIFORNIA RESIDENTIAL CODE CALIFORNIA GREEN BUILDING STANDARDS CODE CALIFORNIA MECHANICAL CODE CALIFORNIA ELECTRICAL CODE CALIFORNIA PLUMBING CODE CALIFORNIA BUILDING ENERGY EFFICIENCY STANDARDS 2022 NA 2022 2022 2022 2022 2022 SCOPE OF WORK SWIMMING POOL AND SPA IN CAVITY EQUIPMENT ROOM ONE LEVEL BELOW POOL AND SPA. PLUMBING TO BE ROUTED BELOW. SUSPENDED FROM PODIUM REINFORCING STEEL PER STRUCTURAL ENGINEER ALL PLUMBING ABOVE AND BELOW GRADE TO BE SCH 40 PVC, CPVC ONLY AT HEATER. ALL POOL/SPA PLUMBING PER CBC SECTION 3115B.3, AND RECIRCULATION PER CBC SECTION 3126B.1 ELECTRICAL UNDERGROUND TO BE 3 4" MIN PVC CONDUIT FOR ALL ELECTRICAL AND BONDING. LOCATE J-BOX IN ADJ PLANTER. ALL RECEPTACLES IN POOL / SPA SHALL BE GFCI PROTECTED SHOTCRETE STRUCTURE - 4,500 PSI, THICKNESS PER STRUCTURAL ENGINEER COPING AND TILE (PER LANDSCAPING SPECS) POOL AND SPA EQUIPMENT PER SPECS PROVIDE ANBEDS FOR ANCHORING ALL EQUIPMENT. PROVIDE BALL VALVES AS NECESSARY FOR ALL CONNECTIONS. PROVIDE TIME CLOCKS FOR CIRC SYSTEM AND LIGHTS. PROVIDE ALL ELECTRICAL CONNECTIONS - FROM PUMPS, HEATERS, CHEMICAL TREATMENT, AND LIGHTS, GFCI BREAKERS BY ELECTRICAL CONTRACTOR. GAS CONNECTIONS ONLY, GAS STUB PROVIDED 3 FT FROM HEATER BY PLUMBING CONTRACTOR. WATER SUPPLY, AND BACK FLOW DEVICES FOR POOL AND SPA PROVIDED BY PLUMBING CONTRACTOR, CONNECTION TO AUTO/MANUAL FILL BY POOL CONTRACTOR PROVIDE CHEMICAL CONTROL SYSTEM, METERING PUMPS, CHEMICAL TANKS, ALL TUBING TO BE RAN WITHIN 1" CONDUIT OR PVC FROM TANKS TO RETURN LINE AFTER HEATER PROVIDE ALL ANCHORS WITH BONDING FOR ALL STAINLESS STEEL RAILS AND ACCESSIBLE LIFTS - 1 LIFT FIXED FOR EACH BODY OF WATER PROVIDE WHITE PLASTER FINISH PROVIDE STANDARD POOL AND SPA SIGNAGE BY OTHERS, STANDARD SAFETY EQUIPMENT PER HEALTH REQUIREMENTS - SEE POOL NOTES SP-1 POOL CONTRACTOR TO PROVIDE START-UP. MAINTENANCE FRO 2 WEEKS, FOLLOWED BY TRAINING FOR OWNERS SERVICE TEAM COMMUNITY 4'-0" 3' - 5 " 1'-6" 7" 12" 1'-6" 4" BLACK LETTERING 1"-2" BLACK LETTERING HOSPITAL ADDRESS AND PHONE SITE NAME SITE ADDRESS 4'-0" 3' - 5 " 1'-6" 7" 12" 1'-6" 4" BLACK LETTERING 1"-2" BLACK LETTERING HOSPITAL ADDRESS AND PHONE SITE NAME SITE ADDRESS 1 STANDARD SIGNAGE FOR POOL BUILDING CODE & STANDARDS POOL AND SPA STRUCTURAL ENGINEERING DETAILS - SEE SP-8 (SP-7 CAVITY PLAN) (SP-8) (SP-2 AND SP-3) (SP-8) (Sp-4) (SP-5) (SP-11) (SP-6) (SP-5). (SP-4, SP-6, SP-9) 637 SQ FT , 17,910 GALLONS/ SPA 130 SQ FT, 2344 GALS. 31'-10 " 12'-9" 14'-0" 36 ' - 1 0 " 27 ' - 6 " CLASS: B/C-53 EXPIRES: 12-31-2 Signature Date 6 27439 BOSTIK CT. TEMECULA, CA 92590 P(951)296-3939 F(951)296-3945 LICENSE# CA-326760 2-25-2026 2022 2022 2022 2022 2022 DATE: DRAWN BY: SHEET TITLE: SHEET NUMBER: SP-5 EQUIPMENT ROOM LAYOUT, LIST AND SCHEMATIC OUT EQUIPMENT NOTES SPA EQUIPMENT SCHEMATICPOOL EQUIPMENT SCHEMATIC PROJECT NAME: THE METT 200 First American Way,HE MET Santa Ana, CA 92707 DEVELOPER: Legado at the MET 121 S. Beverly Drive, Beverly Hills, CA 90212 9/25/2020 100% DD10/05/2020 100% DD 10/16/20 CD PLAN CHECK SUBMITAL SET SPA EQUIPMENT LIST POOL EQUIPMENT LIST POOL AND SPA EQUIPMENT ROOM LAYOUT POOL ABOVE SPA ABOVE IN 3" M A I N D R A I N SU C T I O N 3" S K I M M E R S U C T I O N PRESSURE AND VACUUM GAUGES TYP. A vacuum gauge should be installed on the drain port under the strainer basket of the pump. The gauge may also be installed on the pipe after all suction pipes merge before entering the pump. The gauge should not be installed on the port near the impeller; this would measure the pressure not the vacuum. A pressure and vacuum gauge shall be provided for each pump system. Each gauge shall have a scale range approximately 1 ¼ times the maximum anticipated working pressure or vacuum and shall be accurate within 2 percent of scale. The pressure gauge located on the filter shall be marked with the clean start up pressure reading. (3125B.2) IN 3" M A I N D R A I N SU C T I O N 3" S K I M M E R S U C T I O N ALL PLUMBING ROUTING IN GARAGE TO BE CPVC SCH 40 PPE AND CPVC SCH 80 FITTING,ONLY. ALL PLUMBING WITHIN THE POOL AND SPA AND IN THE POOL EQUIPMENT ROOM TO BE SCH 40 PVC PIPE AND FITTINGS. PROVIDE PRESSURE GAUGES ON EACH PUMP LOCATE ON EACH PUMP. ALL PUMPS - CIRC AND JET PUMPS ALL PUMPS 20 GALLON 20 GALLONPOOL AND SPA EQUIPMENT ROOM LAYOUTA CHEMICAL CLASSIFICATION FORM B CHEMICAL TANK INFO C D E DATE: DRAWN BY: SHEET TITLE: CONTRACTOR'S LICENSE NO. 326760, CLASS C-53 MISSION POOLS 22600-E LAMBERT ST. SUITE 1104 LAKE FOREST, CA 92630 (949) 588-0899 SHEET NUMBER: SP-5 EQUIPMENT ROOM LAYOUT, LIST AND SCHEMATIC OUT EQUIP SPA EQUIPMENT SCHEMATICPOOL EQUIPMENT SCHEMATIC 200 First American Way, Santa Ana, CA 92707 DEVELOPER: Legado at the MET 121 S. Beverly Drive, Beverly Hills, CA 90212 5/14/2021 PRICING SET BACHWASH RECEPTACLE (1) WHISPERFLO 2HP 3-PHASE PUMP 011643 WFK-8 208-230-460 7.5 AMPS = 106 GPM (PENTAIR): 40 20 SPA EQUIPMENT LIST (1) WHISPERFLO 2HP 3-PHASE PUMP (2) 011642 WFK-6 208-230V 6.4 AMP = 98 GPM EACH.. (2) WHISPERFLO 1.5 HP 3 PHASE PUMPS 011643 WFK-8 208-230-460 7.5 AMPS = 106 GPM (PENTAIR) (PENTAIR) CLASS: B/C-53 EXPIRES: 12-31-2 Signature Date 6 27439 BOSTIK CT. TEMECULA, CA 92590 P(951)296-3939 F(951)296-3945 LICENSE# CA-326760 2-25-2026 DATE: DRAWN BY: SHEET TITLE: SHEET NUMBER: SP-5 PROJECT NAME: THE METT 200 First American Way,HE MET Santa Ana, CA 92707 DEVELOPER: Legado at the MET 121 S. Beverly Drive, Beverly Hills, CA 90212 9/25/2020 100% DD10/05/2020 100% DD 10/16/20 CD PLAN CHECK SUBMITAL SET POOL EQUIPMENT LIST GS. BONDING TYPICAL BONDING & GROUND NOTE NEUTRAL BUS AMPS VOLTS AIC MAIN BKR LUGSFED FROM MOUNTING ROOM CBCIRCUIT DESCRIPTION LOAD KVA # CKT CIRCUIT DESCRIPTION CKT BKR# CKTCKT BKR A CB LOAD KVA A TOTAL CONNECTED KVA BY PHASE STANDARD MLO 22,000 125 208Y/120V 3P 4W NEMA 4X FLUSH P MSL 100% 20/1 0.696 20/1 0.07 20/120/1 0.10.18 30/230/2 2.041.44 |1.44 |2.04 30/230/2 2.041.44 | |2.041.44 20/1 1 20/1 1 20/120/1 0.51 20/120/1 01 20/1 1 20/1 0 20/120/1 00.1 20/120/1 00.1 20/1 0 20/1 0 20/120/1 00 20/120/1 00 20/1 0 20/1 0 20/120/1 00 20/120/1 00 20/1 0 20/1 0 20/120/1 00 20/120/1 00 LUG LOAD: ,7.25 5.36 8.060 0 0 1.57 1.96 4.08 1.02 18.6 18.6 0.48 0.48 22.1 61.3 SF-1 MAINTENANCE RECEPTACLE SPA JET PUMP 1 SPA JET PUMP 2 POOL FEED PUMP SPA FEED PUMP SPA FEED PUMP POOL FEED PUMP POOL CHEMICAL CONTROL SYSTEM POOL CHEMICAL CONTROL SYSTEM SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE 2F POOL EQ ROOM LIGHTING EPO SPA VAR. SPEED PUMP POOL VAR. SPEED PUMP GFCI POOL LIGHT GFCI SPA LIGHT SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE 21 43 65 87 109 1211 1413 1615 1817 2019 2221 2423 2625 2827 3029 3231 3433 3635 3837 4039 4241 CONN KVA CONN KVA CALC KVACALC KVA LIGHTING (125%) LARGEST MOTOR (25%) MOTORS (100%) RECEPTACLES (50%>10) TOTAL LOAD BALANCED 3-PHASE AMPS UNDER-WATER LIGHT BLOCKOUTE SPA EQUIPMENT LIST PANEL "p" PROVIDED BY ELECTRICAL CONTRACTOR POOL/SPA TIME CLOCKS **** ALL BREAKERS TO BE GFCI PROTECTED A ELECTRIAL PLAN FOR POOL AND SPA EQUIPMENT ROOM LAYOUT NTS CALIFORNIA ELECTRICAL CODE (CEC) SANTA AN MUNICIPAL CODE (SAMC) NFPA - NATIONAL FIRE CODES AS REF CALIFORNIA BUILDING CODE (CBC) CALIFORNIA MECHANICAL COD (CMC) CALIFOPNIA FIRE CODE (CFC) CALIFORNIA ENERGY CODE (TITLE 24, PART 6) 4FT 0IN 3FT6IN 3 FT 6IN 3FT 6IN 3 FT 6IN 3FT 6IN 3 FT 6IN 3FT6IN 3FT6IN 3 FT 6IN 3 FT 6IN 3FT6IN 4FT0IN 4FT 0IN 4FT 0IN 4FT0IN 4FT 0IN 4FT 0IN 4FT 0IN 3FT 6IN 3FT 6IN 3FT 6IN 3FT 6IN 3FT 6IN P D D D D D P D DD6' (2) #12 & #12 GND 3/4" CONDUIT LED LIGHTS LED LIGHT J-BOX CONDUIT TO EQUIPMENT ROOM N SEE - SCHEMATIC THIS PAGE BOND WIRE NOTE: POOL AND SPA BONDING PER CEC 680.26 (B) (2). 5/14/2021 PRICING SET L1 LED WHITE 5G UNDERWATER LIGHT PENTAIR 601302 100 FT CORD 55 WALL RECESSEDTIME CLOCKNO NICHE TO BE PVC120/13,600 6,7003 (1) WHISPERFLO 2HP 3-PHASE PUMP 011643 WFK-8 208-230-460 7.5 AMPS = 106 GPM (PENTAIR): 40 20 (1) WHISPERFLO 2HP 3-PHASE PUMP (2) 011642 WFK-6 208-230V 6.4 AMP = 98 GPM EACH.. (2) WHISPERFLO 1.5 HP 3 PHASE PUMPS 011643 WFK-8 208-230-460 7.5 AMPS = 106 GPM (PENTAIR) (PENTAIR) 2 HP PUMP 2 HP PUMP PANEL "P" 2022 2022 2022 2022 APPLICABLE BUILIND STANDARDS ‘Equipotential Bonding Grid…’ POOL AND SPA ELECTRICAL PLAN VIEW GFCI protect receptacle outlets . NOTE: Per CEC 680.22 (A)(1) ‘Where a permanently installed pool is installed, no fewer than one 125-volt, 15- or 20-ampere receptacle on a general-purpose branch circuit shall be located not less than 1.83 m (6 ft) from, and not more than 6.0 m (20 ft) from, the inside wall of the pool. This receptacle shall be located not more than 2.0 m (6 ft 6 in.) above the floor, platform, or grade level serving the pool.’ CLASS: B/C-53 EXPIRES: 12-31-2 Signature Date 6 27439 BOSTIK CT. TEMECULA, CA 92590 P(951)296-3939 F(951)296-3945 LICENSE# CA-326760 2-25-2026 GFCI PROTECTED GFCI PROTECTED (2 PROVIDED IN POOL AREA) RECEPTACLE RECEPTACLE MSB - L 1,600 AMPERE, 208/120V, 3 PHASE, 4 WIRE, 65 KAIC MSA-A MSA-A 500 kVA 480V 208/120V T1 POOL 125A 208/120V HPNL-3 225A 120/208V HPWL-3 225A 120/208V HPSL-3 225A 120/208V HPNL-6 125A 120/208V HPWL-6 125A 120/208V HPSL- 6 125A 120/208V ROOF 125A 120/208V NEMA 3R 5 SETS OF 4- 600KCMIL AL 1- 3/0 AL GND 400KCMIL AL SYST BOND JUMP 1- 3/0 GND ELECTRODE CONDUCTOR 500 kVA 480V 208/120V T2 400KCMIL AL SYST BOND JUMP 1- 3/0 GND ELECTRODE CONDUCTOR EV-1 800A 208V 3PH, 3 WIRE HPNL-3 400A 120/208V HPWL-3 400A 120/208V HPSL-3 225A 120/208V 2 SETS OF 4- 250KCMIL AL 1- #6 GND 2 SETS OF 4- 250KCMIL AL 1- #1 AL GND 4- 250KCMIL AL 1- #6 GND 4- 250KCMIL AL 1- #6 GND 4- 250KCMIL AL 1- #6 GND 4- 2/0 AL 1- #6 GND 4- 2/0 AL 1- #6 GND 4- #1/0 AL 1- #6 GND 3 SETS OF 3- 400KCMIL AL 1- 3/0 AL GND EV-2 800A 208V 3PH, 3 WIRE 3 SETS OF 3- 400KCMIL AL 1- 1/0 AL GND 3 SETS OF 3- 400KCMIL AL 1- 1/0 AL GND 3 SETS OF 3- 400KCMIL AL 1- 3/0 AL GND 1600/3 MCB 65 kAIC 400/3 MCB 65 kAIC 400/3 MCB 65 kAIC 4 5 200/3 MCB 65 kAIC 6 100/3 MCB 65 kAIC 7 100/3 MCB 65 kAIC 8 80/3 MCB 65 kAIC 921 80/3 MCB 65 kAIC 100/3 MCB 65 kAIC 10 90/3 MCB 65 kAIC 90/3 MCB 65 kAIC 3 200/3 200/3 125/3 125/3 125/3 800/3 800/3 | Legado Companies 121 s. beverly drive beverly hills, ca 90212 tel: 310-432-0800 www.legado.com KEY PLAN KEYNOTES: scale: 100% DD Set 08 / 1 4 / 2 0 5 0 % D D S E T 09 / 0 2 / 2 0 D D P R O G R E S S S E T 10 / 0 2 / 2 0 1 0 0 % D D S E T 12" = 1'-0" C: \ U s e r s \ S T A T I O N # 2 A \ D o c u m e n t s \ 2 0 2 0 _ 0 8 1 0 _ L E G A D O _ M E T _M E P v 2 0 _ J e s u s . q u i n t e r o 3 8 T G 9 . r v t 10 / 2 / 2 0 2 0 1 2 : 2 1 : 4 0 P M Le g a d o Th e M e t 20 0 E . F i r s t A m e r i c a n w a t S a n t a A n a , C A 9 2 7 0 7 2020-10-02 Issue Date MSB-L SINGLE LINE E9 MECH 221 POOL EQUIPMENT ROOM 305 ELEV 4 STAIR 6 ELEV 3 ELEV 1 STAIR 3 ELEV 2 A4 228 A4 226 A4-a 230 A4 224 B2a 216 B2b 214 B2c 212 C3-a 234 B1 208 A7 250 B2 200 S1 202 S1a 204 A3 218 S4 252 C3 236 B1a 210 B2d 222 S3 232 B3 220 B4 255 B7 254 B2 206 STAIR 1 STAIR 2 STORAGE 223 JANITOR 225 SL O P E U P OUTDOOR DECK TYP. TYP. OPEN TO BELOW POOL ABOVE SPA ABOVE F.S. IDF ELEC PANEL IDF A A 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 11 11 12 12 B B C C D D E E F F G G H H J J K K L L M M N N P P Q Q R R R.5 R.5 S S T T HPLN-3-7 HPLN-3-7 HPLW-3-7 HPLS-3-7 HPLS-3-7 HPLS-3-7 HPLS-3-1 HPLW-3-7 HPLW-3-1 HPLN-3-1 | Legado Companies 121 s. beverly drive beverly hills, ca 90212 tel: 310-432-0800 www.legado.com KEY PLAN KEYNOTES: scale: 100% DD Set 08 / 1 4 / 2 0 5 0 % D D S E T 09 / 0 2 / 2 0 D D P R O G R E S S S E T 10 / 0 2 / 2 0 1 0 0 % D D S E T 3/32" = 1'-0" C: \ U s e r s \ S T A T I O N # 2 A \ D o c u m e n t s \ 2 0 2 0 _ 0 8 1 0 _ L E G A D O _ M E T _M E P v 2 0 _ J e s u s . q u i n t e r o 3 8 T G 9 . r v t 10 / 2 / 2 0 2 0 1 2 : 2 1 : 4 9 P M Le g a d o Th e M e t 20 0 E . F i r s t A m e r i c a n w a t S a n t a A n a , C A 9 2 7 0 7 2020-10-02 Issue Date LEVEL 2 - POWER FLOOR PLAN E1203/32" = 1'-0"1 LEVEL 2 - POWER PLAN t O 0) C m C U C U) I 0 J O Co 0) m CV U L6 O CV O O N L0 o �- PARKING EXHAUST FAN SCHEDULE ELECTRICAL DATA EQUIP. MAKE MODEL SERVICE LOCATION AIR FLOW EXT. STATIC PRESSURE REVOL / MINUTE MOTOR MOTOR WEIGHT QTY REMARKS T If ( WC (RPM) POWER ZE ;- V p _ Z (-� S) -, \ Y EF GREENHECK APH-30 PARKING P-2 -7,500/ 0.7 1,230 6.49 BHP 7.5HP 460 3 60 535 1 00000 P2 MECH RM 19,000 GRE NHECK R 0 PARKIN P-, MECH RM %0 _2 300 0.7 627 5 BHP 5 HP 460 60\ -' 1056 - 2 P1 GREENHECK APH-44 PARKING MECH RM 30,000/ 0.6 601 7 BHP 7.5 HP 460 3 60 1230 1 2 3 4 50 DOL1 GREENHECK APH-44 PARKING MECH RM 30,000/ 0.6 601 7 BHP 7.5 HP 460 3 60 1230 1 00000 L2 REMARKS: PARKING GENERAL NOTES: 0 PROVIDE SPRING -TYPE VIBRATION ISOLATORS WITH MIN. 1" DEFLECTION. 1. PROVIDE VARIABLE FREQUENCY DRIVE (VFD), WITH BYPASS CONTROLLER, IN LOCKABLE NEMA ENCLOSURE MANUFACTURED BY DANFOSS OR EQUAL. PROVIDE HAND -OFF -AUTO (HOA) SWITCH WHERE FAN CAN RUN REFER TO MECHANICAL DETAILS. PROVIDE FLEXIBLE DUCT CONNECTION IN HAND MODE, AND CONTROLLED BY CO SENSORS IN AUTO MODE. BEFORE PURCHASING VFDs, MECHANICAL FROM INLET/ OUTLET TO RIGID DUCT CONNECTION. CONTRACTOR SHALL COORDINATE WITH ELECTRICAL CONTRACTOR FOR VFD SIZING AND RATING. 0 TWO SPEED 2 MOTORS WITH HIGHER TEMPERATURE RISE AND 1.15 SERVICE FACTOR SHALL BE COMPATIBLE WITH VARIABLE FREQUENCY DRIVES (VFDs). 0 LOW SPEED TO RUN CONTINOUSLY. HIGH SPEED TO ACTIVATE CO DETECTION 3. MECHANICAL CONTRACTOR SHALL VERIFY AND CONFIRM THE MODEL NUMBER OF ALL MECHANICAL SENSOR. CO CONTROL PANEL TO BE WIRED AND PROVIDED WITH 4-20mA SIGNAL EQUIPMENT WITH MANUFACTURER(S) REGULARLY PRIOR TO ORDER AND INSTALLATION. TO MODULATE FANS. REFER TO SHEET M801 TO M809 FOR WIRING DIAGRAM & 4. PROVIDE MANUFACTURER MOTOR AND BELT GUARDS / SCREENS WHERE APPLICABLE AND/OR BELT SHEET M604 FOR SCHEMATIC DIAGRAM AND MOTOR IS EXPOSED. 0 PROVIDE VFD (REFER TO PARKING GENERAL NOTES TO RIGHT) 5. PROVIDE CEILING ACCESS PANEL WHERE APPLICABLE. 6. CONTACT INFORMATION GREENHECK REPRESENTATIVE WHO HELPED IN THIS PROJECT: 05 GARAGE EXHAUST SYSTEM SHALL COMPLY PER 2019 MANDATORY PAUL ROMERO, 714-632-9800. PROMERO@NSWCLA.COM REQUIREMENTS OF ENCLOSED PARKING GARAGES. SEE BELOW IN THIS SHEET FOR REQUIREMENTS. EXHAUST FAN SCHEDULE (UNIT & NON UNIT) ELECTRICAL DATA EQUIP. MAKE MODEL SERVICE LOCATION AIR FLOW EXT. STATIC PRESSURE REVOL./ MINUTE MOTOR MOTOR WEIGHT QTY REMARKS TAG (CFM) (inWC) (RPM) POWER SIZE V PH Hz (LBS.) UNIT BATHROOMS 283 TEF 1 BROAN AE50110DCS CEILING 30/ 65 0.35 VARIES 7 WATTS 36 WATTS 115 1 60 8.5 1 2 3 4 5 6 8 COMMON AREA BATHROOMS 5 EF D1 GREENHECK SEl-12-432-VG LOADING-155 SIDEWALL 1200 0.19 1,597 0.12 BHP 1/4 HP 115 1 60 27 1 008 EF GREENHECK CSP-Al10-VG L1 NORTH CORRIDOR CEILING INLINE 60 0.32 950 0.02 BHP -- 115 1 60 17 1 2 EF GREENHECK CSP A110 P1 & L1 SOUTH CEILING 40/ 75 0.22 950 0.02 BHP 115 1 60 10 2 3 CORRIDOR INLINE EF 4 GREENHECK SO-90-VG TOILET COMM.CNTR. CEILING INLINE 280 0.25 1.150 0.08 BHP 1/10 HP 115 1 60 49 1 EF 5 GREENHECK SQ-60-VG JANITOR & STORAGE CEILING IN -LINE 40 0.4 1,623 0.02 BHP 1/15HP 115 1 60 30 1 L-2 GREENHECK CSP-A700-VG BOILER, MPOE 157, FIRE PUMP CEILING IN -LINE 03 906 0.07 BHP 115 1 60 39 3 O D400EF 6 EF GRE K P-A1 MPOE 136, LE j23/ , CEILING IYpI-�E \ 100 0 21 0. 8HP -�� - 1 5 1 BO f7 Y V v EF 8 NOT USED GREENHECK G-95-VG TRASH NORTH RMS ROOF 750 0.5 1,672 r0.15BHP 1/6 HP 115 1 60 29 1RZGREENHECK G-95-VG NW TRASH RMS ROOF 750 05 1,672 BHP 1/6 HP 115 1 60 29 1 10 12 R3 GREENHECK G-100-VG SE TRASH RMS ROOF 930 0.5 1,418 0.16 BHP 114 HP 115 1 60 29 1 10 12 RE GREENHECK G-097-VG JANITOR ROOMS 3RD TO 7TH FLRS ROOF 315 0.6 1.455 0.09 BHP 1/6 HP 115 1 60 29 1 10 12 0@ 4 REMARKS: GENERAL NOTES: 0 FAN TO BE EQUIPPED WITH INTEGRATED BACKDRAFT DAMPER BY MANUFACTURER. 1. FOR ALL ROOF TOP EQUIPMENT, PROVIDE FACTORY BUILT CURB & FLASHING. (DPROVIDE FLEXIBLE DUCT CONNECTION. 2. ALL RESIDENTIAL BATHROOM MUST BE ENERGY STAR COMPLIANT AND FURNISHED WITH HUMIDITY SENSOR TO TURN ON AUTOMATICALLY TO HIGH SPEED IN ORDER TO HELP PREVENT COSMETIC AND (DTWO SPEED STRUCTURAL PROBLEMS ASSOCIATED WITH EXCESS MOISTURE, MUST HAVE RELATIVE HUMIDITY RANGE OF 50-80% TO COMPLY WITH CALGREEN STANDARDS. (2019 CGEC 4.506.1). OENERGY STAR RATED 3. MECHANICAL CONTRACTOR SHALL VERIFY AND CONFIRM THE MODEL NUMBER OF ALL MECHANICAL EQUIPMENT WITH MANUFACTURER(S) REGULARLY PRIOR TO ORDER AND INSTALLATION. OCONTINOUSLY OPERATING ON LOW SPEED. WALL SWITCH SHALL ACTIVATE AT HIGH SPEED. SEE WIRING DIAGRAM IN THIS SHEET. 4. PROVIDE MANUFACTURER MOTOR AND BELT GUARDS/ SCREENS WHERE APPLICABLE AND/OR BELT AND MOTOR IS EXPOSED. 60 CONDENSATION SENSOR. 5. FOR FANS THAT DO NOT HAVE AVAILABLE BACKDRAFT AS MFR FURNISHED OPTION, BACKDRAFT DAMPERS OF EXHAUST AIR DUCT SYSTEMS ARE BASED ON GREENHECK MODEL OR APPROVED EQUIVALENT. 0 PROVIDE MFR PACKAGE SLEEVE & STEEL EXTERIOR WALL HOOD. - EM-10(RECTANGLE, HORIZONTAL MOUNT) 08 PROVIDE WITH EXTENDED RUN TIMER TO OPERATE FAN FOR 20 MINS - EM-30(RECTANGLE, VERTICAL MOUNT) AFTER BEING SWITCHED OFF. - VDR-53 (ROUND DUCTS). 09 PROVIDE SINGLE STAGE ROOM THERMOSTAT (JOHNSON CONTROLS MODEL 6. PROVIDE CEILING ACCESS PANEL WHERE APPLICABLE. Al OR EQUAL. SET AT 85"F) WITH MANUAL ON/OFF OVERRIDE SWITCH 7. CONTACT INFORMATION GREENHECK REPRESENTATIVE WHO HELPED IN THIS PROJECT: 10 PROVIDE EXHAUST FAN WITH PROGRAMABLE TIMER. SET TIMER FOR PAUL ROMERO, 714-632-9800, PROMERO@NSWCLA.COM 15 MINUTES OF OPERATION EVERY HOUR. 11 PROVIDE MANUFACTURER INTEGRATED WALL COLLAR. CAGE QUARD, BIRD SCREEN AND WEATHERHOOD. 12 PROVIDE MANUFACTURER INSTALLED INSECT SCREEN. 2019 CEnC MANDATORY REQUIREMENTS FOR ENCLOSED PARKING GARAGES. MECHANICAL VENTILATION SYSTEMS FOR ENCLOSED PARKING GARAGES WHERE THE TOTAL DESIGN EXHAUST RATE FOR THE GARAGE IS GREATER THAN OR EQUAL TO 10,000 CFM SHALL CONFORM TO ALL OF THE FOLLOWING: 1.AUTOMATICALLY DETECT CONTAMINANT LEVELS AND STAGE FANS OR MODULATE FAN AIRFLOW RATES TO 50 PERCENT OR LESS OF DESIGN CAPACITY, PROVIDED ACCEPTABLE CONTAMINANT LEVELS ARE MAINTAINED. 2.HAVE CONTROLS AND/OR DEVICES THAT WILL RESULT IN FAN MOTOR DEMAND OF NO MORE THAN 30 PERCENT OF DESIGN WATTAGE AT 50 PERCENT OF DESIGN AIRFLOW. 3.CO SHALL BE MONITORED WITH AT LEAST ONE SENSOR PER 5.000 SQUARE FEET. WITH THE SENSOR LOCATED IN THE HIGHEST EXPECTED CONCENTRATION LOCATIONS, WITH AT LEAST TWO SENSORS PER PROXIMITY ZONE. A PROXIMITY ZONE IS DEFINED AS AN AREA THAT IS ISOLATED FROM OTHER AREAS EITHER BY FLOOR OR OTHER IMPENETRABLE OBSTRUCTION. 4.CO CONCENTRATION AT ALL SENSORS IS MAINTAINED AT:5 25 PPM OR LESS AT ALL TIMES. 53HE VENTILATION RATE SHALL BE AT LEAST 0.15 CFM/FT2 WHEN THE GARAGE IS SCHEDULED TO BE OCCUPIED. 63HE SYSTEM SHALL MAINTAIN THE GARAGE AT NEGATIVE OR NEUTRAL PRESSURE RELATIVE TO OTHER OCCUPIABLE SPACES WHEN THE GARAGE IS SCHEDULED TO BE OCCUPIED. TCO SENSORS SHALL BE: A.CERTIFIED BY THE MANUFACTURER TO BE ACCURATE WITHIN PLUS OR MINUS 5 PERCENT OF MEASUREMENT. B.FACTORY CALIBRATED. C.CERTIFIED BY THE MANUFACTURER TO DRIFT NO MORE THAN 5 PERCENT PER YEAR. D.CERTIFIED BY THE MANUFACTURER TO REQUIRE CALIBRATION NO MORE FREQUENTLY THAN ONCE A YEAR. E.MONITORED BY CONTROL SYSTEM. THE SYSTEM SHALL HAVE LOGIC THAT AUTOMATICALLY CHECKS FOR SENSOR FAILURE BY THE FOLLOWING MEANS UPON DETECTION OF A FAILURE, THE SYSTEM SHALL RESET TO DESIGN VENTILATION RATES AND TRANSMIT AN ALARM TO THE FACILITY OPERATORS, I.IF ANY SENSOR HAS NOT BEEN CALIBRATED ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS WITHIN THE SPECIFIED CALIBRATION PERIOD, THE SENSOR HAS FAILED, II DURING UNOCCUPIED PERIODS THE SYSTEM COMPARES THE READINGS OF ALL SENSORS, E.G., IF ANY SENSOR IS MORE THAN 15 PPM ABOVE OR BELOW THE AVERAGE OF ALL SENSORS FOR LONGER THAN FOUR HOURS, THE SENSOR HAS FAILED. III DURING OCCUPIED PERIODS THE SYSTEM COMPARES THE READINGS OF SENSORS IN THE SAME PROXIMITY ZONE, E.G., IF THE 30 MINUTE ROLLING AVERAGE FOR ANY SENSOR IN A PROXIMITY Z ONE IS MORE THAN 15 PPM ABOVE OR BELOW THE 30 MINUTE ROLLING AVERAGE FOR OTHER SENSOR(S) IN THAT PROXIMITY ZONE, THE SENSOR HAS FAILED. PARKING GARAGE VENTILATION SYSTEM ACCEPTANCE. BEFORE AN OCCUPANCY PERMIT IS GRANTED FOR A PARKING GARAGE SYSTEM SUBJECT TO SECTION 120.6(C), THE FOLLOWING EQUIPMENT AND SYSTEMS SHALL BE CERTIFIED AS MEETING THE ACCEPTANCE REQUIREMENTS FOR CODE COMPLIANCE. AS SPECIFIED BY THE REFERENCE NONRESIDENTIAL APPENDIX NA7. A CERTIFICATE OF ACCEPTANCE SHALL BE SUBMITTED TO THE ENFORCEMENT AGENCY THAT CERTIFIES THAT THE EQUIPMENT AND SYSTEMS MEET THE ACCEPTANCE REQUIREMENTS SPECIFIED IN NA7.12. INTAKE & SUPPLY FAN SCHEDULE ELECTRICAL DATA EQUIP MAKE MODEL SERVICE LOCATION AIR FLOW EXT. STATIC PRESSURE REVOL./ MINUTE MOTOR MOTOR WEIGHT QTY REMARKS TAG (CFM) (inWC) (RPM) POWER SIZE V PH Hz (LBS) SRS GREENHECK AS-12-420-A NORTH CORRIDOR ROOF 450 0.35 1,750 0.07 BHP 1/4 HP 115 1 60 44 1 (D1 SRS 2 GREENHECK AS-12-420-A EAST CORRIDOR ROOF 300 0.35 1,750 0.04 BHP 1/4 HP 115 1 60 44 1 O RS 3 GREENHECK AS-12-433-A SE CORRIDOR ROOF 600 0.45 1,750 0 15 BHP 1/4 HP 115 1 60 44 1 O APARTMENT UNITS, IF BROAN FIN-18OB-HW MAIL ROOM, NORTH &SOUTH CEILING 180 0.25 VARIES 7 WATTS 84 W 115 1 60 11 279 1 2 4 1 COMM. CNTR., GYM IF 2 GREENHECK CSP-A700-VG MEDIA ROOM CEILING 550 0.6 1.246 0.17 BHP 127 W 115 1 60 17 1 1 4 IF 3 GREENHECK CSP-A700-VG GAME ROOM CEILING 420 0.5 1.162 0 15 BHP 110 W 115 1 60 17 1 1 4 IF 4 GREENHECK CSP-A190 BUSINESS CNTR. CEILING 120 0.4 1,400 0.03 BHP 48 W 115 1 60 17 1 1 4 IF 5 GREENHECK CSP-A700-VG LOBBY & YOGA CEILING 600 0.25 991 012 BHP 88 W 115 1 60 17 1 1 4 IF GREENHECK CSP-Al10 L1 & L2 WEST CORRIDOR, CEILING 60 0.32 950 0.02 BHP 115 1 60 16 2 0P1 6 STORAGE ROOM SF GREENHECK SE1-16- - E1 TRICAL SIDE L 1,9 0 4 1 HP 1 60 ZF GREENHECK SEl-12-432-G EL2 M0 RM SIDEWALL 570 0.25 1,156 0.07 BHP 1/4 HP 115 1 60 20 1 1 1 3 5 GIF GREENHECK TBI-CA 3H48 PARKING INTAKE FAN UNDER SLAB 22,300 0.5 740 4 2 BHP 5 HP 460 3 60 604 2 10 P1 GIF GREENHECK TBI CA 3H42 PARKING INTAKE FAN UNDER SLAB 19,000 0.5 945 4.04 BHP 5 HP 460 3 60 488 1 O P2 i REMARKS: GENERAL NOTES: 0 FAN TO BE EQUIPPED WITH BACKDRAFT DAMPER BY MANUFACTURER 1 FOR ALL ROOF TOP EQUIPMENT. PROVIDE FACTORY BUILT CURB & FLASHING. 02 PROVIDE MERVA 3 2" THICK BACKDRAFT DAMPER. 2. ALL RESIDENTIAL BATHROOM MUST BE ENERGY STAR COMPLIANT AND FURNISHED WITH HUMIDITY SENSOR TO TURN ON AUTOMATICALLY TO HIGH SPEED IN ORDER TO HELP PREVENT COSMETIC AND 03 PROVIDE CORROSION RATED EQUIPMENT. STRUCTURAL PROBLEMS ASSOCIATED WITH EXCESS MOISTURE. MUST HAVE RELATIVE HUMIDITY RANGE OF 50-80% TO COMPLY WITH CALGREEN STANDARDS. CGEC 4.506.1). (2019 O INTERLOCK WITH FAN COIL TO ONLY RUN WHEN FAN COIL IS OFF 3. MECHANICAL CONTRACTOR SHALL VERIFY AND CONFIRM THE MODEL NUMBER OF ALL MECHANICAL EQUIPMENT WITH MANUFACTURER(S) REGULARLY PRIOR TO ORDER AND INSTALLATION. 05 PROVIDE SINGLE STAGE ROOM THERMOSTAT (JOHNSON CONTROLS MODEL 4. PROVIDE MANUFACTURER MOTOR AND BELT GUARDS / SCREENS WHERE APPLICABLE AND/OR BELT Al OR EQUAL, SET AT 85"F) WITH MANUAL ON/OFF OVERRIDE SWITCH AND MOTOR IS EXPOSED 60 PROVIDE INSECT SCREEN. 5. PROVIDE CEILING ACCESS PANEL WHERE APPLICABLE. 6. CONTACT INFORMATION GREENHECK REPRESENTATIVE WHO HELPED IN THIS PROJECT: PAUL ROMERO, 714-632-9800, PROMERO@NSWCLA.COM PARKING JET FAN SCHEDULE ELECTRICAL DATA MAKE & MODEL MAX. AIRFLOW CFM SIZE L x W x D QUANTITY REMARKS (inches) V PH Hz SYSTEM AIR - IV SMART EC JET FAN 1.482 31 x 19 x 6 37 40 1 60 1002 0 REFER TO SHEETS M801 TO M809 FOR MORE DETAILS. 1 , 02 ALL JET FANS TO BE INTERLOCKED WITH EXHAUST. 30 MECHANICAL CONTRACTOR TO VERIFY QUANTITIES PRIOR TO BIDDING & EQUIPMENT PURCHASE. KEYNOTES: I- w Cn U) U) w O d 0 0 F_ w Cn 0 O O L LL LLl O CD CV QRpFESSfp�y�� 2 No. ( �os67 EIpi '2-31-23 o ,Q CHANICo' a H w U) J Q H F- m U) Y U w _ U Z Q J a_ 0 U H w U) J Q H F- m D U1 Y U w _ U Z Q _1 a. I- L LI U) J Q m u1 a_ J Q Z w 2E w J w a U) U) 0 m 0 0 0 O M N N N N N N N V N� (o w T O O O N M M 0 0 L O O �- = 0 0 2023-11-20 1 Issue Date EXHAUST & SUPPLY FAN SCHEDULES scale: 1 /8" = V-0" M003 'A 0 C D E G I. H J -- 2 0 7 1\ 8 9 10 11 I 2 17 T TI 1 042 I 040 038 I S S - 1 041 039 037 I 1 5 M505 M501 1 M501 10, I 13' �- _.-._ I - � ...................... ...................-• ---- -- _--•--•-•-----._ -; , _ _.-.1 rT 202 B2 A7 252 254 ! _ 200 250 -� 2 lee I ° Lj _ U -- _ � I Fs- - - - IN SD-1 6"x4".., _ _ • " ....- - 50 CFM FSD-6 RISER-4 - -- - '� - - - -- --� - ;-_---.-_-..----- (RSF-1) - -. - _I -- -- _- rE _ ih L-5 "1T 8"x8" 50 CFM h I W 2 I EGA 0 M506 036 034 032 FSD-4 i -- 50 CFM I (REF-1) f ?f> o0nC, 0 B4 V -- I I .— _ I ' { L..± _ r 1 035 I 033 031 030 029 _--- : ' i , ' / r — —.._------- -- -- - -- - -- - - - - - ---28'----- I I I E MAKE UP AIR LO l`0 CV O c CD -:II GENERAL NOTES I I I 1 VERIFY EXACT LOCATION OF ALL SUPPLY, RETURN AND EXHAUST GRILLES, REGISTERS AND M If �! DIFFUSERS WITH INTERIOR DESIGNER AND ARCHITECT. 7. y -- - - - -- 2 ALL HVAC EQUIPMENT SHALL BE APPROVED PRIOR TO INSTALLATION BY NATIONALLY RECOGNIZED STANDARDS AND EVIDENCED BY THE LISTING AND LABEL OF AN APPROVED o AGENCY (CMC 302.1). tr10 I 9L0 I 8L0 080 LBO fi80 980 880 060 N i o f` I I I. I I 3. DUCT SHALL BE CONSTRUCTED IN ACCORDANCE WITH CHAPTER 6 OF THE 2019 CMC AND i ----- --- �L ;I --- -- J SMACNA. I C I O ro I o o 4. MECHANICAL CONTRACTOR SHALL SUBMIT COORDINATION SHOP DRAWINGS SHOWING C) � (L COORDINATION WITH ARCHITECTURAL, STRUCTURAL, ELECTRICAL, PLUMBING. AND FIRE I < ' 0= l I I I. I I SPRINKLER TRADES FOR APPROVAL. SHOP DRAWINGS TO INCLUDE ROUTING FOR REFRIGERANT - LINES WHICH ARE CODE PROHIBITED TO RUN THRU CORRIDORS. ROUTING OF ALL EQUIPMENT. DUCTS. AND PIPING SHALL BE APPROVED BY ENGINEER AND ARCHITECT VIA FORMAL SHOP DRAWINGS PRIOR TO INSTALLATION IN THE FIELD. 9LO ! L11 11,80 - - i8G ..30 N 132a 5. PROVIDE YOUNG REGULATORS REMOTE OPERATOR DAMPER WHERE CEILING IS NOW / r / 216 I REFER TO SHEETS M801 TO M809 FOR GARAGE VENTILATION I I 1 $ ACCESSIBLE. JET FANS, GAS DETECTION SYSTEM, SIMULATION ANALYSIS AND WIRING DIAGRAM -_ J ' 6. ENVIRONMENTAL AIR DUCTS EXHAUST SHALL TERMINATE OUTSIDE THE BUILDING: A. 3 FEET FROM EXTERIOR WALL OR ROOF. o UL cli to _ I K i J SG-1 - --- LL' 60CFM ff 6"x6 - - - - - IF 6 0 A3218 + FSD-13 STAIR 1 M502 CD j Ate' ST1 � I R.5 - (S T `2; 3 4 5� 1 I , I 1 ' M504 ' I I / Bh 20U I, Bla 210 \ TRASH i, ,/, ,.• 213• - - - - -- 8"x8"-rRISER-5•, I• `:/' Ed- 50CFM] 50/CFM - t, - x 0' (REF-2) ? I i i i S S - T T B1 2 I( V FSD-5 J /' _ POOL EQUIPMENT i� EV FEV I I I f . - - I R270M - S S e - - -- I 054 - 053 [--IT - o I 10 W / II I w I 051 049 a n -- SF Lo CDP c tn o I ,/, 132b I 214 - - - - i 1 0 I �I B. 10 FEET FROM THE PROPERTY LINE. C. 10 FEET FROM OPENINGS INTO THE BUILDING. _ _ 4-_ - 1- - - --- �� - - - I o - D. 10 FEET ABOVE ADJOINING GRADE. EXTEND INSULATED SUCTION & LIQUID REFRIGERANT PIPES FOR EACH OF THE INDOOR FAN it rn �?1 0 M -- , EF L2 I ,n 1 ! 56"x44" EXHAUST AIR DUCT TO ROOF LEVEL 1 4 M457 I 8x8 75 CFM FSD_151 r EF T_ - - -- RISER-1 f -- _ --- ! nl I Lll 8ll Ell OZl lZl ZLl 1 £Lb ' r STORAGE 223 p ; I�� I - JAT�ITOR II rE ' 1 - 225 RISER-9 1 I � '"III) �__------------------ i° + � I III_ - j - � ,, - . f- _i�_ __6_ r. •�-.;. -�/ _ �,_ ,r I _ - ll I � 1 I _ I �-• T� - �r '� -�---------- 6 t -_ ._. *000000000 i 132d- 222 - + A4 I S3 220 ---- — A4 226 A4 232 ! _ 224 228 A4-a ------- - J - — -— -J 230 i 16' — — - — — 16' � i6 TRASH ROOM EXHAUST CALCULATION ROOM FLOOR EXHAUST REQUIRED PROVIDED AREA RATE EXHAUST EXHAUST RATE (sqft) (cfm/sqft) (cfm) TRASH ROOM 50 1 50 50 259 TRASH ROOM 41 1 41 50 213 TRASH ROOM 48 1 48 50 239 STORAGE & JANITOR ROOM EXHAUST CALCULATION ROOM FLOOR EXHAUST RATE REQUIRED PROVIDED AREA (cfm/sqft) + EXHAUST EXHAUST RATE (sqft) (cfm/person) (cfm) STORAGE 223 76 0.12/sqft + 5/P 10 20 ITOR 5 JAN—T - 46 0.06/sqft + 5/P 11 F 20 L-2 PARKING EXHAUST CALCULATION FLOOR EXHAUSTTREQUIRED PROVIDED AREA AREA RATE EXHAUST EXHAUST RATE (sqft) (cfm/sqft) (cfm) (cfm) PARKING 40,000 0.15/ 0.75- 6,000/ 30.000" 6,000/ 30.000` 'LOWER RATE: CO SENSOR OFF HIGHER RATE: SENSOR ON NOTE. 1 TWO SPEED FAN TO OPERATE AT LOWER RATE CONTINUOUSLY, HIGHER INTERLOCKED WHEN CO DETECTOR GOES OFF. 2 ONE FAN (EF-L2) IS EXHAUSTING LEVEL L-2. 3. REFER TO SHEETS M801 TO M809 FOR GARAGE VENTILATION. JET FANS. GAS DETECTION SYSTEM, SIMULATION ANALYSIS AND WIRING DIAGRAM. L2 - MECHANICAL FLOOR PLAN 3/32" = V-0" CORRIDOR VENTILATION CALCULATION FLOOR OUTDOOR REQUIRED PROVIDED AREA AREA AIRFLOW VENTILATION VENTILATION (sqft) (cfm/sqft) (cfm) (cfm) SOUTH 1200 0.06 72 75 CORRIDOR C rn I o I COIL TO OUTDOOR HEAT PUMP UNITS. REFRIGERANT PIPE SHALL BE BASED ON o MANUFACTURER'S RECOMMENDED PIPE SIZES FOR THE TOTAL DEVELOPED LENGTH. COMPLY -a WITH PIPE PENETRATION DETAIL THRU ROOF AND WALLS. POWER WIRING AND CONTROL - ,I'_ -- - - - - .- - 1 - — WIRING PER MANUFACTURERS INSTALLATION INSTRUCTIONS. ALL PIPING EXPOSED TO I WEATHER SHALL BE COVERED IN ALUMINUM CLADDING. CONSULT WITH MANUFACTURER FOR I HEIGHT DIFFERENCE OF INDOOR AND OUTDOOR UNIT. PROVIDE HIGH ELEVATION DIFFERENCE b KIT AS NEEDED. o� 8. PROVIDE MANUAL VOLUME DAMPERS AT EACH SUPPLY AND RETURN REGISTER IN ALL COMMON N SPACES. PROVIDE YOUNG REGULATOR WITH REMOTE OPERATOR VOLUME DAMPER AT OUTSIDE AIR DUCT AND AT ALL REGISTERS ABOVE NON -ACCESSIBLE CEILING. o 2 9. ALL BEDROOM'S AND BATHROOM'S DOOR TO BE 3/4" UNDERCUT 10. ALL DUCTWORK RUNS INSIDE THE SOFFIT OR DROPPED CEILING UNDER RATED ASSEMBLY 0 11. THERMOSTAT LOCATIONS ON PLANS ARE PROVISIONAL. COORDINATE WITH OTHER TRADES AND W o _ _ r ARCHITECT FOR EXACT LOCATION. 0"x72" ----••---- -- 1 12. PROVIDE THE FOLLOWING FOR EQUIPMENT: I- 0 - - READILY ACCESSIBLE ELECTRICAL DISCONNECTING MEANS WITHIN SIGHT OF THE t�-� -- EQUIPMENT. I o_ li I - A 120VAC GROUNDING TYPE RECEPTACLE OUTLET SHALL BE ON THE SUPPLY l A SIDE OF THE DISCONNECT SWITCH. 1 13. ALL WALL REGISTERS SHALL BE CONNECTED TO THE AIR CHAMBERS BY REGISTER BOXES OR BOOTS. i 14. REFRIGERANT PIPING DURING NORMAL OPERATION ARE CAPABLE OF REACHING A SURFACE i TEMPERATURE BELOW THE DEW POINT OF THE SURROUNDING AIR AND THAT ARE LOCATED IN SPACES OR AREAS WHERE CONDENSATION WILL CAUSE A HAZARD TO THE BUILDING OCCUPANTS OR DAMAGE TO THE STRUCTURE, ELECTRICAL OR OTHER EQUIPMENT SHALL BE PROTECTED TO PREVENT SUCH DAMAGE. 15. REFRIGERANT PIPING JOINTS ERECTED ON THE PREMISES SHALL BE EXPOSED TO VIEW FOR 1 9Zl �7t li 8Zl r3ZI• Oct 1 VISUAL INSPECTION PRIOR TO BEING COVERED OR ENCLOSED. } 16 AIR CONDITIONING REFRIGERANT CIRCUIT ACCESS PORTS LOCATED OUTDOORS SHALL BE I PROTECTED FROM UNAUTHORIZED ACCESS WITH LOCKING TYPE TAMPER RESISTANT CAPS OR IN A MANNER APPROVED BY THE AUTHORITY HAVING JURISDICTION (CMC 1105.11). L-5 / 17. BATHROOM EXHAUST DUCT SHALL BE EQUIPPED WITH BACKDRAFT DAMPER (B.D.D). ' 8"x811 TRASH r THE CEILING DIFFUSER TYPE FOR BATHROOM EXHAUST SHALL BE AN OPPOSING BLADE I; 50 CFM 23 Y DIFFUSER (OBD). _ -- - FSD-15 EG-1 4 " �, 50 CFM 18. OSA CONNECTION SHALL HAVE MERV 13 ADAPTER WITHIN RETURN PLENUM. 19. FOR ALL SUSPENDED FAN COILS THAT ARE DIRECTLY BELOW A LIVING SPACE (WITH EXCEPTION FSD-3 OF BATHROOMS), USE ISOLATOR BASED ON VIBRO-ACOUSTICS/SFS-SA OR APPROVED .��• • �; EQUIVALENT BY PROJECT ACOUSTIC ENGINEER. FOR ALL UNITS WITH RIGID METAL DUCT RISER-3 ATTACHED TO PLENUM, PROVIDE 2" OF SEPARATION BY MEANS OF FLEXIBLE DUCT BETWEEN - CFM CFM 6"x6" q 11 s DUCT & PLENUM BASED ON PROFLEX BI-FOLD OR APPROVED EQUIVALENT. (RSF-3 20. FLEXIBLE DUCTS SHALL NOT PENETRATE WALLS. (REFER TO DETAIL 4/ M604 FOR PENETRATION DETAIL. r ' FSD-8 21. DUCTS IN A PRIVATE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING UNIT FROM THE GARAGE, INCLUDING ITS ATTIC AREA, SHALL BE CONSTRUCTED OF SHEET STEEL OF NOT LESS THAN 0.019 INCH (0.48 MM) IN THICKNESS AND SHALL HAVE NO OPENINGS INTO THE GARAGE STAIR 5 I a ST5 SHEET NOTES + I PROVIDE FOUR 6" ROUND, STEEL, INDIVIDUAL FLUE DUCTS FROM DOMESTIC HOT WATER HEATERS TO SHAFT. MANUFACTURER INSTRUCTIONS SHALL BE PROVIDED TO CONFIRM VENT C3 I MATERIALS & SIZES ROUTE FROM EACH HEATER TO SHAFT. 236 I NOT USED. = = — 44, / — --- ---� _ O COORDINATE TO ORDER PROVIDE LOUVER DFACTORY PAINT TO MATCH ADJAON GREENHECK/ ESD SERIES CENT ENQT WALL. UAL WITH MINIMUM 50% FREE AREA. q - PROVIDE ALUMINUM VENT CAP BASED ON "SEIHO-SX" MODEL WITH INSECT SCREEN WHERE FACADE IS CEMENT OR METAL. OTHERWISE PROVIDE VENT CAP BASED ON "FAMCO/ LWV" WITH INSECT SCREEN. COORDINATE WITH ARCHITECT ON THIS SELECTION. MATCH VENT CAP SIZE WITH DUCT. 1 O - PASSIVE LOUVER (SEE ARCHITECT DRAWING FOR SIZE) M508 O- PROVIDE 6" DUCT AND WALL CAP BEHIND EF-3. INTERLOCK EF-3 WITH STORAGE LIGHT SWITCH. O- ELECTRICAL EXHAUST RATE IS DETERMINED BASED ON GREATER NUMBER F10 ACH AND 2 CFM/SQ.FT 8 4"o STEEL FLUE & 4"o PVC INTAKE FROM ROOF TO POOL HEATER. MANUFACTURER INSTRUCTIONS SHALL BE PROVIDED TO CONFIRM VENT MATERIALS & SIZES ROUTE FROM EACH HEATER TO SHAFT. O- PROVIDE 18"x18" LOUVER BASED ON GREENHECK/ ESD SERIES. BOTH DAMPER AND LOUVER COATED TO BE CORROSION PROTECTED, POOL ROOM EXHAUST CALCULATION 10 LOUVER ER SHALL BE COATED WIVIDE 18"x18" LOUVER TH CORROSION RESIS ANTRIES. - 11 - PROVIDE THE SAME SIZE FIRE/ SMOKE DAMPER (SEE SHEET M002 FOR MAKE & MODEL). `FLOOR REQUIRED PROVIDED REFER TO RISER DIAGRAM ON SHEET M702 FOR TRASH ROOM EXHAUST, CORRIDOR SUPPLY. AREA AREA AIRCHANGE VENTILATION VENTILATION DUCT SIZES, GRILLE SIZE & AIRFLOW. (sqft) PER HOUR (cfm) (cfm) 12 - PROVIDE THE SAME SIZE FIRE/ SMOKE DAMPER. POOL EQUIP. 380 10 570 570 ROOM 'AREA OF FIXED EQUIPMENT IS DEDUCTED. CITY OF SANTA ANA Planning and Building Agency KEY PLAN EZ r6V Bering KEYNOTES: App' 1. THE GARAGE E AUST EN VCYSIPFALL B I T I S SUANCE TESTED & CERTI IED BY N IN PENDENT TESTING A EN Y PRIOR TO FINAL SPECTION. I� - -�� SY ABOL INDICATES CORRIDOR IS OPEN TO OUTSIDE AIR. '/, �• _ __jw Legado Companies r Master ID: bev121 s. beverly drive f erly hills, ca 90212 tei: 310-432-0800 Date: www.legado com LEGENDS: 1❑ - WINDOW SHALL BE PERMANENTLY CLOSED. RISER-# - HVAC SHAFT PAIRED WITH EQUIPMENT OR DUCT LOCATED ON ROOF. (REFER TO RISER DIAGRAM) FC - FAN COIL UNIT (FC) EF - EXHAUST FAN (EF) TEF - TOILET EXHAUST FAN (TEF) IF - INTAKE FAN (IF) WITH ACCESS _ DOOR, INTERLOCK WITH INDOOR UNIT TO ONLY RUN WHEN IDU IS OFF. SET AT CFM SHOWN ON TABLE. nCO PROVIDE CO SENSOR BASED ON _- HONEYWELL/310C OR APPROVED EQUAL. INTERLOCK WITH EF HIGH SPEED. - PROPOSED CEILING SOFFIT. (COORDINATE TO ARCHITECT & INTERIOR DESIGN DRAWINGS FOR FINAL LAYOUT) - DUCT RUNS IN JOIST BAYS. - SHOWS THAT EXHAUST IS 3 FEET AWAY FROM NEAREST WINDOW/ DOOR OPENING I CD I` N m u .0 J 0 0 N QRCSESSI \ r^ * No ,. -fit Er 1l 1-23 - 1-23 CNMNiCP� O`er CAFQ- A U-1 W J Q w w m U) W m m 0uj - � LLI :D Cn D (n J Q (/) V Li Z W U � w W LLI = U W Q p Z 2 U d o d Z w WU) Lo U 0- M'`- O O N N O N O N N N M N V NU') �- O O O w d O N 0 0 - - o o 2023-11-20 1 Issue Date LEVEL 2 - MECHANICAL PLAN scale: As indicated M120 30'-0" 36 ' - 6 " 13'-0"13'-0" 38'-8" 11 8 ' - 3 " POOL SPA SITE PLAN SCOPE OF WORK SPA ONLY REFER TO THE SP PLANS FOR ALL RELATED INFO.POOL EQUIPMENT ROOM LEVEL 2 SWIMMING POOL AND SP-0 CLASS: B/C-53 EXPIRES: 12-31-2 Signature Date 6 27439 BOSTIK CT. TEMECULA, CA 92590 P(951)296-3939 F(951)296-3945 LICENSE# CA-326760 2-25-2026 SHEET INDEX SP-0 COVER PAGE SP-1 POOL AND SPA SITE PLAN AND NOTES SP-5 POOL AND SPA EQUIPMENT ROOM LIST OF 2022 CALIFORNIA CODE OF REGULATION APPLICABLE CODES AS OF 2022 CALIFORNIA BUILDING CODE CALIFORNIA RESIDENTIAL CODE CALIFORNIA GREEN BUILDING STANDARDS CODE CALIFORNIA MECHANICAL CODE CALIFORNIA ELECTRICAL CODE CALIFORNIA PLUMBING CODE CALIFORNIA BUILDING ENERGY EFFICIENCY STANDARDS 2022 NA 2022 2022 2022 2022 2022 SP-1 AREA NOTES · · POOL AND SPA SITE PLAN SITE PLAN, VICINITY MAP AND NOTES PROJECT NAME: DATE: DRAWN BY: SHEET TITLE: SHEET NUMBER: D D DD D D D D MEN'S RR WOMEN'S RR TOILET FACILITIES NOTES SAFETY AND MAINTENANCE NOTES GENERAL NOTES MET PROJECT INFORMATION A N SIGNAGE NOTES ° ° SCOPE OF WORK · · SCOPE OF WORK Legado at the MET 121 S. Beverly Drive, Beverly Hills, CA 90212 THE METT 200 First American Way,HE MET Santa Ana, CA 92707 DEVELOPER: 9/25/2020 100% DD10/05/2020 100% DD 10/16/20 CD PLAN CHECK SUBMITAL SET 5/14/2021 PRICING SET VICINITY MAP PROJECT SITE 4FT 0IN 3FT6IN 3 FT 6IN 3 FT 6IN 3 FT 6IN 3 FT 6IN 3FT6IN 3FT6IN 3 FT 6IN 3 FT 6IN 3FT6IN 4FT0IN 4FT 0IN 4FT 0IN 4FT0IN 4FT 0IN 4FT 0IN 4FT 0IN 3 FT 6IN 3FT 6IN 3FT 6IN 3FT 6IN 3FT 6IN P P P P P D D D D D D D P P D T T 660 100C 660 100C 710 BUILDING CODE & STANDARDS LIST OF 2022 CALIFORNIA CODE OF REGULATION APPLICABLE CODES AS OF 2022 CALIFORNIA BUILDING CODE CALIFORNIA RESIDENTIAL CODE CALIFORNIA GREEN BUILDING STANDARDS CODE CALIFORNIA MECHANICAL CODE CALIFORNIA ELECTRICAL CODE CALIFORNIA PLUMBING CODE CALIFORNIA BUILDING ENERGY EFFICIENCY STANDARDS 2022 NA 2022 2022 2022 2022 2022 SCOPE OF WORK SWIMMING POOL AND SPA IN CAVITY EQUIPMENT ROOM ONE LEVEL BELOW POOL AND SPA. PLUMBING TO BE ROUTED BELOW. SUSPENDED FROM PODIUM REINFORCING STEEL PER STRUCTURAL ENGINEER ALL PLUMBING ABOVE AND BELOW GRADE TO BE SCH 40 PVC, CPVC ONLY AT HEATER. ALL POOL/SPA PLUMBING PER CBC SECTION 3115B.3, AND RECIRCULATION PER CBC SECTION 3126B.1 ELECTRICAL UNDERGROUND TO BE 3 4" MIN PVC CONDUIT FOR ALL ELECTRICAL AND BONDING. LOCATE J-BOX IN ADJ PLANTER. ALL RECEPTACLES IN POOL / SPA SHALL BE GFCI PROTECTED SHOTCRETE STRUCTURE - 4,500 PSI, THICKNESS PER STRUCTURAL ENGINEER COPING AND TILE (PER LANDSCAPING SPECS) POOL AND SPA EQUIPMENT PER SPECS PROVIDE ANBEDS FOR ANCHORING ALL EQUIPMENT. PROVIDE BALL VALVES AS NECESSARY FOR ALL CONNECTIONS. PROVIDE TIME CLOCKS FOR CIRC SYSTEM AND LIGHTS. PROVIDE ALL ELECTRICAL CONNECTIONS - FROM PUMPS, HEATERS, CHEMICAL TREATMENT, AND LIGHTS, GFCI BREAKERS BY ELECTRICAL CONTRACTOR. GAS CONNECTIONS ONLY, GAS STUB PROVIDED 3 FT FROM HEATER BY PLUMBING CONTRACTOR. WATER SUPPLY, AND BACK FLOW DEVICES FOR POOL AND SPA PROVIDED BY PLUMBING CONTRACTOR, CONNECTION TO AUTO/MANUAL FILL BY POOL CONTRACTOR PROVIDE CHEMICAL CONTROL SYSTEM, METERING PUMPS, CHEMICAL TANKS, ALL TUBING TO BE RAN WITHIN 1" CONDUIT OR PVC FROM TANKS TO RETURN LINE AFTER HEATER PROVIDE ALL ANCHORS WITH BONDING FOR ALL STAINLESS STEEL RAILS AND ACCESSIBLE LIFTS - 1 LIFT FIXED FOR EACH BODY OF WATER PROVIDE WHITE PLASTER FINISH PROVIDE STANDARD POOL AND SPA SIGNAGE BY OTHERS, STANDARD SAFETY EQUIPMENT PER HEALTH REQUIREMENTS - SEE POOL NOTES SP-1 POOL CONTRACTOR TO PROVIDE START-UP. MAINTENANCE FRO 2 WEEKS, FOLLOWED BY TRAINING FOR OWNERS SERVICE TEAM COMMUNITY 4'-0" 3' - 5 " 1'-6" 7" 12" 1'-6" 4" BLACK LETTERING 1"-2" BLACK LETTERING HOSPITAL ADDRESS AND PHONE SITE NAME SITE ADDRESS 4'-0" 3' - 5 " 1'-6" 7" 12" 1'-6" 4" BLACK LETTERING 1"-2" BLACK LETTERING HOSPITAL ADDRESS AND PHONE SITE NAME SITE ADDRESS 1 STANDARD SIGNAGE FOR POOL BUILDING CODE & STANDARDS POOL AND SPA STRUCTURAL ENGINEERING DETAILS - SEE SP-8 (SP-7 CAVITY PLAN) (SP-8) (SP-2 AND SP-3) (SP-8) (Sp-4) (SP-5) (SP-11) (SP-6) (SP-5). (SP-4, SP-6, SP-9) 637 SQ FT , 17,910 GALLONS/ SPA 130 SQ FT, 2344 GALS. 31'-10 " 12'-9" 14'-0" 36 ' - 1 0 " 27 ' - 6 " CLASS: B/C-53 EXPIRES: 12-31-2 Signature Date 6 27439 BOSTIK CT. TEMECULA, CA 92590 P(951)296-3939 F(951)296-3945 LICENSE# CA-326760 2-25-2026 2022 2022 2022 2022 2022 DATE: DRAWN BY: SHEET TITLE: SHEET NUMBER: SP-5 EQUIPMENT ROOM LAYOUT, LIST AND SCHEMATIC OUT EQUIPMENT NOTES SPA EQUIPMENT SCHEMATICPOOL EQUIPMENT SCHEMATIC PROJECT NAME: THE METT 200 First American Way,HE MET Santa Ana, CA 92707 DEVELOPER: Legado at the MET 121 S. Beverly Drive, Beverly Hills, CA 90212 9/25/2020 100% DD10/05/2020 100% DD 10/16/20 CD PLAN CHECK SUBMITAL SET SPA EQUIPMENT LIST POOL EQUIPMENT LIST POOL AND SPA EQUIPMENT ROOM LAYOUT POOL ABOVE SPA ABOVE IN 3" M A I N D R A I N SU C T I O N 3" S K I M M E R S U C T I O N PRESSURE AND VACUUM GAUGES TYP. A vacuum gauge should be installed on the drain port under the strainer basket of the pump. The gauge may also be installed on the pipe after all suction pipes merge before entering the pump. The gauge should not be installed on the port near the impeller; this would measure the pressure not the vacuum. A pressure and vacuum gauge shall be provided for each pump system. Each gauge shall have a scale range approximately 1 ¼ times the maximum anticipated working pressure or vacuum and shall be accurate within 2 percent of scale. The pressure gauge located on the filter shall be marked with the clean start up pressure reading. (3125B.2) IN 3" M A I N D R A I N SU C T I O N 3" S K I M M E R S U C T I O N ALL PLUMBING ROUTING IN GARAGE TO BE CPVC SCH 40 PPE AND CPVC SCH 80 FITTING,ONLY. ALL PLUMBING WITHIN THE POOL AND SPA AND IN THE POOL EQUIPMENT ROOM TO BE SCH 40 PVC PIPE AND FITTINGS. PROVIDE PRESSURE GAUGES ON EACH PUMP LOCATE ON EACH PUMP. ALL PUMPS - CIRC AND JET PUMPS ALL PUMPS 20 GALLON 20 GALLONPOOL AND SPA EQUIPMENT ROOM LAYOUTA CHEMICAL CLASSIFICATION FORM B CHEMICAL TANK INFO C D E DATE: DRAWN BY: SHEET TITLE: CONTRACTOR'S LICENSE NO. 326760, CLASS C-53 MISSION POOLS 22600-E LAMBERT ST. SUITE 1104 LAKE FOREST, CA 92630 (949) 588-0899 SHEET NUMBER: SP-5 EQUIPMENT ROOM LAYOUT, LIST AND SCHEMATIC OUT EQUIP SPA EQUIPMENT SCHEMATICPOOL EQUIPMENT SCHEMATIC 200 First American Way, Santa Ana, CA 92707 DEVELOPER: Legado at the MET 121 S. Beverly Drive, Beverly Hills, CA 90212 5/14/2021 PRICING SET BACHWASH RECEPTACLE (1) WHISPERFLO 2HP 3-PHASE PUMP 011643 WFK-8 208-230-460 7.5 AMPS = 106 GPM (PENTAIR): 40 20 SPA EQUIPMENT LIST (1) WHISPERFLO 2HP 3-PHASE PUMP (2) 011642 WFK-6 208-230V 6.4 AMP = 98 GPM EACH.. (2) WHISPERFLO 1.5 HP 3 PHASE PUMPS 011643 WFK-8 208-230-460 7.5 AMPS = 106 GPM (PENTAIR) (PENTAIR) CLASS: B/C-53 EXPIRES: 12-31-2 Signature Date 6 27439 BOSTIK CT. TEMECULA, CA 92590 P(951)296-3939 F(951)296-3945 LICENSE# CA-326760 2-25-2026 30'-0" 36 ' - 6 " 13'-0"13'-0" 38'-8" 11 8 ' - 3 " POOL SPA SITE PLAN SCOPE OF WORK SPA ONLY REFER TO THE SP PLANS FOR ALL RELATED INFO.POOL EQUIPMENT ROOM LEVEL 2 SWIMMING POOL AND SP-0 CLASS: B/C-53 EXPIRES: 12-31-2 Signature Date 6 27439 BOSTIK CT. TEMECULA, CA 92590 P(951)296-3939 F(951)296-3945 LICENSE# CA-326760 2-25-2026 ( PLUMBING ) SHEET INDEX LIST OF 2022 CALIFORNIA CODE OF REGULATION APPLICABLE CODES AS OF 2022 CALIFORNIA BUILDING CODE CALIFORNIA RESIDENTIAL CODE CALIFORNIA GREEN BUILDING STANDARDS CODE CALIFORNIA MECHANICAL CODE CALIFORNIA ELECTRICAL CODE CALIFORNIA PLUMBING CODE CALIFORNIA BUILDING ENERGY EFFICIENCY STANDARDS 2022 NA 2022 2022 2022 2022 2022 SP-0 COVER PAGE SP-1 POOL AND SPA SITE PLAN AND NOTES SP-5 POOL AND SPA EQUIPMENT ROOM P-120-A -1 PLUMBING - DECK DRAINAGE P120-A PLUMBING LEVEL 2 POOL EQUIPMENT ROOM P210-B HOT AND COLD WATER RISER DIAGRAM P230-B GAS RISER DIAGRAM SP-1 AREA NOTES · · POOL AND SPA SITE PLAN SITE PLAN, VICINITY MAP AND NOTES PROJECT NAME: DATE: DRAWN BY: SHEET TITLE: SHEET NUMBER: D D DD D D D D MEN'S RR WOMEN'S RR TOILET FACILITIES NOTES SAFETY AND MAINTENANCE NOTES GENERAL NOTES MET PROJECT INFORMATION A N SIGNAGE NOTES ° ° SCOPE OF WORK · · SCOPE OF WORK Legado at the MET 121 S. Beverly Drive, Beverly Hills, CA 90212 THE METT 200 First American Way,HE MET Santa Ana, CA 92707 DEVELOPER: 9/25/2020 100% DD10/05/2020 100% DD 10/16/20 CD PLAN CHECK SUBMITAL SET 5/14/2021 PRICING SET VICINITY MAP PROJECT SITE 4FT 0IN 3FT6IN 3 FT 6IN 3 FT 6IN 3 FT 6IN 3 FT 6IN 3FT6IN 3FT6IN 3 FT 6IN 3 FT 6IN 3FT6IN 4FT0IN 4FT 0IN 4FT 0IN 4FT0IN 4FT 0IN 4FT 0IN 4FT 0IN 3 FT 6IN 3FT 6IN 3FT 6IN 3FT 6IN 3FT 6IN P P P P P D D D D D D D P P D T T 660 100C 660 100C 710 BUILDING CODE & STANDARDS LIST OF 2022 CALIFORNIA CODE OF REGULATION APPLICABLE CODES AS OF 2022 CALIFORNIA BUILDING CODE CALIFORNIA RESIDENTIAL CODE CALIFORNIA GREEN BUILDING STANDARDS CODE CALIFORNIA MECHANICAL CODE CALIFORNIA ELECTRICAL CODE CALIFORNIA PLUMBING CODE CALIFORNIA BUILDING ENERGY EFFICIENCY STANDARDS 2022 NA 2022 2022 2022 2022 2022 SCOPE OF WORK SWIMMING POOL AND SPA IN CAVITY EQUIPMENT ROOM ONE LEVEL BELOW POOL AND SPA. PLUMBING TO BE ROUTED BELOW. SUSPENDED FROM PODIUM REINFORCING STEEL PER STRUCTURAL ENGINEER ALL PLUMBING ABOVE AND BELOW GRADE TO BE SCH 40 PVC, CPVC ONLY AT HEATER. ALL POOL/SPA PLUMBING PER CBC SECTION 3115B.3, AND RECIRCULATION PER CBC SECTION 3126B.1 ELECTRICAL UNDERGROUND TO BE 3 4" MIN PVC CONDUIT FOR ALL ELECTRICAL AND BONDING. LOCATE J-BOX IN ADJ PLANTER. ALL RECEPTACLES IN POOL / SPA SHALL BE GFCI PROTECTED SHOTCRETE STRUCTURE - 4,500 PSI, THICKNESS PER STRUCTURAL ENGINEER COPING AND TILE (PER LANDSCAPING SPECS) POOL AND SPA EQUIPMENT PER SPECS PROVIDE ANBEDS FOR ANCHORING ALL EQUIPMENT. PROVIDE BALL VALVES AS NECESSARY FOR ALL CONNECTIONS. PROVIDE TIME CLOCKS FOR CIRC SYSTEM AND LIGHTS. PROVIDE ALL ELECTRICAL CONNECTIONS - FROM PUMPS, HEATERS, CHEMICAL TREATMENT, AND LIGHTS, GFCI BREAKERS BY ELECTRICAL CONTRACTOR. GAS CONNECTIONS ONLY, GAS STUB PROVIDED 3 FT FROM HEATER BY PLUMBING CONTRACTOR. WATER SUPPLY, AND BACK FLOW DEVICES FOR POOL AND SPA PROVIDED BY PLUMBING CONTRACTOR, CONNECTION TO AUTO/MANUAL FILL BY POOL CONTRACTOR PROVIDE CHEMICAL CONTROL SYSTEM, METERING PUMPS, CHEMICAL TANKS, ALL TUBING TO BE RAN WITHIN 1" CONDUIT OR PVC FROM TANKS TO RETURN LINE AFTER HEATER PROVIDE ALL ANCHORS WITH BONDING FOR ALL STAINLESS STEEL RAILS AND ACCESSIBLE LIFTS - 1 LIFT FIXED FOR EACH BODY OF WATER PROVIDE WHITE PLASTER FINISH PROVIDE STANDARD POOL AND SPA SIGNAGE BY OTHERS, STANDARD SAFETY EQUIPMENT PER HEALTH REQUIREMENTS - SEE POOL NOTES SP-1 POOL CONTRACTOR TO PROVIDE START-UP. MAINTENANCE FRO 2 WEEKS, FOLLOWED BY TRAINING FOR OWNERS SERVICE TEAM COMMUNITY 4'-0" 3' - 5 " 1'-6" 7" 12" 1'-6" 4" BLACK LETTERING 1"-2" BLACK LETTERING HOSPITAL ADDRESS AND PHONE SITE NAME SITE ADDRESS 4'-0" 3' - 5 " 1'-6" 7" 12" 1'-6" 4" BLACK LETTERING 1"-2" BLACK LETTERING HOSPITAL ADDRESS AND PHONE SITE NAME SITE ADDRESS 1 STANDARD SIGNAGE FOR POOL BUILDING CODE & STANDARDS POOL AND SPA STRUCTURAL ENGINEERING DETAILS - SEE SP-8 (SP-7 CAVITY PLAN) (SP-8) (SP-2 AND SP-3) (SP-8) (Sp-4) (SP-5) (SP-11) (SP-6) (SP-5). (SP-4, SP-6, SP-9) 637 SQ FT , 17,910 GALLONS/ SPA 130 SQ FT, 2344 GALS. 31'-10 " 12'-9" 14'-0" 36 ' - 1 0 " 27 ' - 6 " CLASS: B/C-53 EXPIRES: 12-31-2 Signature Date 6 27439 BOSTIK CT. TEMECULA, CA 92590 P(951)296-3939 F(951)296-3945 LICENSE# CA-326760 2-25-2026 2022 2022 2022 2022 2022 DATE: DRAWN BY: SHEET TITLE: SHEET NUMBER: SP-5 EQUIPMENT ROOM LAYOUT, LIST AND SCHEMATIC OUT EQUIPMENT NOTES SPA EQUIPMENT SCHEMATICPOOL EQUIPMENT SCHEMATIC PROJECT NAME: THE METT 200 First American Way,HE MET Santa Ana, CA 92707 DEVELOPER: Legado at the MET 121 S. Beverly Drive, Beverly Hills, CA 90212 9/25/2020 100% DD10/05/2020 100% DD 10/16/20 CD PLAN CHECK SUBMITAL SET SPA EQUIPMENT LIST POOL EQUIPMENT LIST POOL AND SPA EQUIPMENT ROOM LAYOUT POOL ABOVE SPA ABOVE IN 3" M A I N D R A I N SU C T I O N 3" S K I M M E R S U C T I O N PRESSURE AND VACUUM GAUGES TYP. A vacuum gauge should be installed on the drain port under the strainer basket of the pump. The gauge may also be installed on the pipe after all suction pipes merge before entering the pump. The gauge should not be installed on the port near the impeller; this would measure the pressure not the vacuum. A pressure and vacuum gauge shall be provided for each pump system. Each gauge shall have a scale range approximately 1 ¼ times the maximum anticipated working pressure or vacuum and shall be accurate within 2 percent of scale. The pressure gauge located on the filter shall be marked with the clean start up pressure reading. (3125B.2) IN 3" M A I N D R A I N SU C T I O N 3" S K I M M E R S U C T I O N ALL PLUMBING ROUTING IN GARAGE TO BE CPVC SCH 40 PPE AND CPVC SCH 80 FITTING,ONLY. ALL PLUMBING WITHIN THE POOL AND SPA AND IN THE POOL EQUIPMENT ROOM TO BE SCH 40 PVC PIPE AND FITTINGS. PROVIDE PRESSURE GAUGES ON EACH PUMP LOCATE ON EACH PUMP. ALL PUMPS - CIRC AND JET PUMPS ALL PUMPS 20 GALLON 20 GALLONPOOL AND SPA EQUIPMENT ROOM LAYOUTA CHEMICAL CLASSIFICATION FORM B CHEMICAL TANK INFO C D E DATE: DRAWN BY: SHEET TITLE: CONTRACTOR'S LICENSE NO. 326760, CLASS C-53 MISSION POOLS 22600-E LAMBERT ST. SUITE 1104 LAKE FOREST, CA 92630 (949) 588-0899 SHEET NUMBER: SP-5 EQUIPMENT ROOM LAYOUT, LIST AND SCHEMATIC OUT EQUIP SPA EQUIPMENT SCHEMATICPOOL EQUIPMENT SCHEMATIC 200 First American Way, Santa Ana, CA 92707 DEVELOPER: Legado at the MET 121 S. Beverly Drive, Beverly Hills, CA 90212 5/14/2021 PRICING SET BACHWASH RECEPTACLE (1) WHISPERFLO 2HP 3-PHASE PUMP 011643 WFK-8 208-230-460 7.5 AMPS = 106 GPM (PENTAIR): 40 20 SPA EQUIPMENT LIST (1) WHISPERFLO 2HP 3-PHASE PUMP (2) 011642 WFK-6 208-230V 6.4 AMP = 98 GPM EACH.. (2) WHISPERFLO 1.5 HP 3 PHASE PUMPS 011643 WFK-8 208-230-460 7.5 AMPS = 106 GPM (PENTAIR) (PENTAIR) CLASS: B/C-53 EXPIRES: 12-31-2 Signature Date 6 27439 BOSTIK CT. TEMECULA, CA 92590 P(951)296-3939 F(951)296-3945 LICENSE# CA-326760 2-25-2026 KEY CITY OF SANTA ANA , N .: 2 i 1 2 (3 1 C5 6\ 7 1 $ I 5 6 9 C ) �IOTEPlanning and Buil I -6 --)QA North Pacific Coast Highway Suite 2000 1 El Segundo I CA 90245 120degreez.com 10.364.5228 fedl Electrical I Plumbing I Ff - MIT ISSUANCE ( togawa smith martin, inc. WASTE PIPE EXTEND MIN 5-0" FROM I ] 444 s flower street, suite 1220 BUILDING'S EXTERIOR WALL. FOR los angeles, ca 90071 CONTINUATION SEE CIVIL DRAWING tel: 213.614.6050 www.tsminc.com WASTE PIPE FROM ABOVE _ 1 1 45W rN. 10;'ERO LDE i-egado Companies N r T 121 s. beverly drive I N n F n I R A beverly hills, ca 90212 . I late tel: 310-432-0800 a a J ASTE PIPE UNDER CEILLING www.legado.net OVERFLOW RAIN DRAIN DISCHARGED 6" OINSTALL DRAIN UNDER LOWER LEVEL CEILING OINSTALL DRAIN UNDER THE POOL DECK 10 ALL THE PODIUM DRAINS ARE TWO STAGE. REFER ARCHITECTURAL DETAIL A741 FOR MORE INFORMATION 11 PROVIDE CLEANOUT (CO) AS PER CPC 2019. PROVIDE ACCESS PANEL FOR ANY CLEANOUT ABOVE THE CEILING 12 PROVIDE PLUMBING WALL TO COVER THE PLUMBING PIPE AS REQUIRED 13 ALL THE PIPES SHALL BE SIZED AS PER CPC 2019.FIXTURE UNIT SHALL BE CALCULATED FOR PIPE SIZING AS PER CPC IN CASE OF CHANGE IN LAYOUT. KY1 WASTE & VENT RISER XXX NOTES : CONTRACTOR TO VERIFY PROVID ENCLOSURE AROUND VERTICAL PIPING WALLS IN PARKING AREA CROSS PIPES DETAIL REVIEWED FOR CODF COMPL, CSC CONSUCfANTS, INC By GERALD QUAST O C T 3 i 2024 C) C14 CT u U- Uj 0 CD C-I ��OFESSIpyAl a No. M31452 a * Exp 12 31 24 x \� *�r AN 1 C 0�� OF r. �� www J N C/) W Q J J /n F~ I— 1— z m m U V,::DN z W W C� U w Q:f Q!, N W t� w LLJ U w w ry `) 0 Z = = W op<UUI-- z � 0- Z Z b� (D C) Q <Z o 0 Lo O O U C C ma ON ON NO CV N CV N "t \ 00 O p c) r SANITARY WASTE & VENT SECOND FLOOR PLUMBING PLAN scale: 3/32" = 1'-0" C) SANITARY WASTE & VENT SECOND FLOOR PLUMBING PLAN 3/32" = 1'-0" P I 20-A 052 050 048 046 044 042 040 038 036 034 032 053 051 049 047 045 043 041 039 037 035 033 055 054 05 6 05 7 05 8 05 9 06 0 06 1 06 2 06 3 06 4 07 4 07 3 07 2 07 1 07 0 06 9 06 8 091 092 089 090 087 088 085 086 083 084 081 082 079 080 077 078 075 076 110 111 108 109 106 107 104 105 102 103 100 101 098 099 096 097 094 095 031 030 112 113 115 116114 118 119117 121 122120 124 125123 127 128126 130 131129 DN 06 7 UP 02 5 02 4 02 3 02 2 02 1 02 0 01 9 01 8 01 7 02 6 02 7 02 8 02 9 00 2 00 3 00 4 00 5 00 6 00 7 00 8 00 9 01 0 01 1 01 2 01 3 01 4 01 5 01 6 00 1 06 5 06 6 R. D . R.D. R. D . R.D. DN E.D.E.D. E.D.E.D. DN SP OSC OS OSOSC OSOSC OSC OS OSOSC OSOSC OS OS C SP 09 3 D.D. D.D. D.D.D.D.D.D.D.D. D.D. D.D.D.D. D.D. D.D. D.D. D.D. D.D. D.D. DN SP SP 8' - 0 " UP F.D. 50 G A L . TA N K CH L O R I N E 35 G A L . TA N K AC I D FL O O R DR A I N SP A F I L T E R TR - 1 4 0 C SP A V A R I A B L E SP E E D P U M P (2 ) S P A J E T P U M P S 1\ H P 9 7 G P M W / ( 6 ) JE T S E A . PO O L F I L T E R TR - 1 4 0 C PO O L V A R I A B L E SP E E D P U M P FO R A U T O F I L L P / S PO O L FE E D PU M P SP A FE E D PU M P CL E A R A N C E GA S S T U B GA S S T U B SP A H E A T E R 40 0 K ET I H E A T E R 3' X 3 ' B A S E CL E A R A N C E PO O L H E A T E R 40 0 K ET I H E A T E R 3'X 3 ' B A S E SP A CH E M I C A L CO N T R O L PO O L CH E M I C A L CO N T R O L ELECTRICAL PANEL BY OTHERS CLEARANCE ELECTRICAL PANEL BY OTHERS CLEARANCE PO O L FE E D PU M P SP A FE E D PU M P MI S S I O N P O O L S EQ U I P M E N T R O O M SC A L E : | " = 1 ' - 0 " CL E A R A N C E CL E A R A N C E 3'- 6 " M I N . 3'-0"3'-0 " 4" S E W E R FL O O R S I N K - S E W E R BA C K F L O W P R E V E N T O R S 1" WATER SUPPPLY HOSE BIB CMU WALL BY OTHERS SP FE FE FE FE FE FE FE FE FE D.D.D.D. D.D.D.D. FE UP UP UP UP DN FE FE DN DN A A 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 11 11 12 12 B B C C D D E E F F G G H H J J K K L L M M N N P P Q Q R R R.5 R.5 S S T T MECH 221 POOL EQUIPMENT ROOM 270 61.67' 61.67' ELEV 4 STAIR 6 ELEV 3 ELEV 1 STAIR 3 ELEV 2 A4 228 2/A502 A4 226 2/A502 A4-a 230 2/A502 A4 224 2/A502 B2b 214 3/A505 B2c 212 1/A505.1 C3-a 234 2/A508 B1 208 1/A504 B2 200 1/A505 S1 202 1/A501 S1a 204 1/A501 A3 218 1/A502 S4 252 3/A501 C3 236 1/A508 B1a 210 2/A504 B2d 222 2/A505.1 S3 232 2/A501 B3 220 1/A506 B4 255 2/A506 B7 254 1/A507 B2 206 1/A505 STAIR 1 STAIR 2 STORAGE 223 JANITOR 225 61.67' 61.67'TRASH 239 TRASH 213 STAIR 5 A7 250 2/A503 B2a 216 3/A505 GE-4 GE-3 GE-2 GE-1 GE-5 PE-1 TE-1 E-1 TE-3 FP-1 B-1 TE-2 E-2 CE-1 I-3ELEC ID F 3 IDF #2 IDF #1 I-1 I-2 I-4 I-5 61.58' 61.60' 61.58' 61.58' GI-2 E-3 E-4 60.25'63.87' 60.25' 63.87' 61.60' 61.60' 61.60' 61.60' 61.21' 61.21'61.21' 61.23' REFER LANDSCAPE PLAN LI-120 FOR MORE INFORMATION HB REFER LANDSCAPE PLAN LC-120 REFER LANDSCAPE PLAN LI-120 FOR CONTINUATION POC PLUMBING NOTES: CW PIPE UP TO LEVEL ABOVE GAS PIPE UP TO LEVEL ABOVE COLD, HOT AND HOT WATER RETURN RISERS FOR UNIT PLUMBING SEE ENLARGED PLANS REFER LANDSCAPE PLAN FOR SIZE AND SPECIFICATIONS 3/32" = 1'-0" P120-B 3/32" = 1'-0"1 DOMESTIC WATER & GAS SECOND FLOOR PLUMBING PLAN Engineering 120 DEGREEZ North Pacific Coast Highway | Suite 2000 | El Segundo | CA 90245 www.120degreez.com 310.364.5228 Mechanical | Electrical | Plumbing | Legado Companies 121 s. beverly drive beverly hills, ca 90212 tel: 310-432-0800 www.legado.com scale: BID SET 08 / 1 4 / 2 0 5 0 % D D S E T 09 / 0 2 / 2 0 D D P R O G R E S S S E T C: \ U s e r s \ S T A T I O N # 2 B \ D o c u m e n t s \ R e v i t \ 2 0 2 0 _ 0 8 1 0 _ L E G A D O _ M E T _ M E P v 2 0 _ a m i r . a m i r i A J 8 D H . r v t 9/ 8 / 2 0 2 0 4 : 5 9 : 2 9 P M Le g a d o Th e M e t 20 0 E . F i r s t A m e r i c a n w a y S a n t a A n a , C A 9 2 7 0 7 2021-05-14 Issue Date 10 / 0 5 / 2 0 1 0 0 % D D S E T 10 / 1 6 / 2 0 C D P L A N C H E C K S U B M I T A L S E T 01 / 1 8 / 2 1 P L A N C H E C K R E - S U B M I T T A L S E T 05 / 1 4 / 2 1 B I D S E T PLUMBING PLAN GAS & WATER SUPPLY LEVEL 2 TIL SNEC ETIHCRADE C AINROFILACFOETATS HUGO SUAREZ REN. 1-31-21 No. C-10561 1-31-23 togawa smith martin, inc. | 444 s flower street, suite 1220 los angeles, ca 90071 tel: 213.614.6050 www.tsminc.com Legado Companies 121 s. beverly drive beverly hills, ca 90212 tel: 310-432-0800 www.legado.net 08 / 1 4 / 2 0 50 % D D S E T 10 / 0 5 / 2 0 10 0 % D D S E T 10 / 1 6 / 2 0 CD P L A N C H E C K S U B M I T T A L S E T 01 / 1 8 / 2 1 PL A N C H E C K R E - S U B M I T T A L S E T 03 / 0 1 / 2 1 PL A N C H E C K R E - S U B M I T T A L S E T 05 / 1 4 / 2 1 BI D S E T OW N E R D E S I G N C H A N G E 11 / 1 5 / 2 3 1 Le g a d o Th e M e t 20 0 E . F i r s t A m e r i c a n w a t S a n t a A n a , C A 9 2 7 0 7 | 08 / 1 4 / 2 0 5 0 % D D S E T 09 / 0 2 / 2 0 D D P R O G R E S S SE T 10 / 0 5 / 2 0 1 0 0 % D D S E T 10 / 1 6 / 2 0 C D P L A N C H E C K S U B M I T T A L S E T 01 / 1 8 / 2 1 P L A N C H E C K R E - S U B M I T T A L S E T 05 / 1 4 / 2 1 B I D S E T 11 / 2 0 / 2 3 S U P P L E M E N T A L P E R M I T S U B M I T T A L S E T 1 2023-11-20 Issue Date| 08 / 1 4 / 2 0 5 0 % D D S E T 09 / 0 2 / 2 0 D D P R O G R E S S S E T 10 / 0 5 / 2 0 1 0 0 % D D S E T 10 / 1 6 / 2 0 C D P L A N C H E C K S U B M I T T A L S E T 01 / 1 8 / 2 1 P L A N C H E C K R E - S U B M I T T A L S E T 05 / 1 4 / 2 1 B I D S E T 11 / 2 0 / 2 3 S U P P L E M E N T A L P E R M I T S U B M I T T A L S E T 1 2023-11-20 Issue Date| 08 / 1 4 / 2 0 5 0 % D D S E T 09 / 0 2 / 2 0 D D P R O G R E S S SE T 10 / 0 5 / 2 0 1 0 0 % D D S E T 10 / 1 6 / 2 0 C D P L A N C H E C K S U B M I T T A L S E T 01 / 1 8 / 2 1 P L A N C H E C K R E - S U B M I T T A L S E T 05 / 1 4 / 2 1 B I D S E T 11 / 2 0 / 2 3 S U P P L E M E N T A L P E R M I T S U B M I T T A L S E T 1 2023-11-20 Issue Date| 08 / 1 4 / 2 0 5 0 % D D S E T 09 / 0 2 / 2 0 D D P R O G R E S S S E T 10 / 0 5 / 2 0 1 0 0 % D D S E T 10 / 1 6 / 2 0 C D P L A N C H E C K S U B M I T T A L S E T 01 / 1 8 / 2 1 P L A N C H E C K R E - S U B M I T T A L S E T 05 / 1 4 / 2 1 B I D S E T 11 / 2 0 / 2 3 S U P P L E M E N T A L P E R M I T S U B M I T T A L S E T 1 2023-11-20 Issue Date 2 01 / 2 6 / 2 4 BU L L E T I N 1 NON SCALE PLUMBING RISER DIAGRAM (CW & HW AND HWR) Engineering 120 DEGREEZ North Pacific Coast Highway | Suite 2000 | El Segundo | CA 90245 www.120degreez.com 310.364.5228 Mechanical | Electrical | Plumbing | Legado Companies 121 s. beverly drive beverly hills, ca 90212 tel: 310-432-0800 www.legado.com scale: BID SET 08 / 1 4 / 2 0 5 0 % D D S E T 09 / 0 2 / 2 0 D D P R O G R E S S S E T C: \ U s e r s \ S T A T I O N # 2 B \ D o c u m e n t s \ R e v i t \ 2 0 2 0 _ 0 8 1 0 _ L E G A D O _ M E T _ M E P v 2 0 _ a m i r . a m i r i A J 8 D H . r v t 9/ 8 / 2 0 2 0 4 : 5 9 : 2 9 P M Le g a d o Th e M e t 20 0 E . F i r s t A m e r i c a n w a y S a n t a A n a , C A 9 2 7 0 7 2021-05-14 Issue Date 10 / 0 5 / 2 0 1 0 0 % D D S E T 10 / 1 6 / 2 0 C D P L A N C H E C K S U B M I T A L S E T 01 / 1 8 / 2 1 P L A N C H E C K R E - S U B M I T T A L S E T 05 / 1 4 / 2 1 B I D S E T NONE HOT & COLD WATER RISER DIAGRAM P210-B TIL SNEC ETIHCRADE C AINROFILACFOETATS HUGO SUAREZ REN. 1-31-21 No. C-10561 1-31-23 togawa smith martin, inc. | 444 s flower street, suite 1220 los angeles, ca 90071 tel: 213.614.6050 www.tsminc.com Legado Companies 121 s. beverly drive beverly hills, ca 90212 tel: 310-432-0800 www.legado.net 08 / 1 4 / 2 0 50 % D D S E T 10 / 0 5 / 2 0 10 0 % D D S E T 10 / 1 6 / 2 0 CD P L A N C H E C K S U B M I T T A L S E T 01 / 1 8 / 2 1 PL A N C H E C K R E - S U B M I T T A L S E T 03 / 0 1 / 2 1 PL A N C H E C K R E - S U B M I T T A L S E T 05 / 1 4 / 2 1 BI D S E T OW N E R D E S I G N C H A N G E 11 / 1 5 / 2 3 1 Le g a d o Th e M e t 20 0 E . F i r s t A m e r i c a n w a t S a n t a A n a , C A 9 2 7 0 7 | 08 / 1 4 / 2 0 5 0 % D D S E T 09 / 0 2 / 2 0 D D P R O G R E S S SE T 10 / 0 5 / 2 0 1 0 0 % D D S E T 10 / 1 6 / 2 0 C D P L A N C H E C K S U B M I T T A L S E T 01 / 1 8 / 2 1 P L A N C H E C K R E - S U B M I T T A L S E T 05 / 1 4 / 2 1 B I D S E T 11 / 2 0 / 2 3 S U P P L E M E N T A L P E R M I T S U B M I T T A L S ET 1 2023-11-20 Issue Date| 08 / 1 4 / 2 0 5 0 % D D S E T 09 / 0 2 / 2 0 D D P R O G R E S S S E T 10 / 0 5 / 2 0 1 0 0 % D D S E T 10 / 1 6 / 2 0 C D P L A N C H E C K S U B M I T T A L S E T 01 / 1 8 / 2 1 P L A N C H E C K R E - S U B M I T T A L S E T 05 / 1 4 / 2 1 B I D S E T 11 / 2 0 / 2 3 S U P P L E M E N T A L P E R M I T S U B M I T T A L S ET 1 2023-11-20 Issue Date| 08 / 1 4 / 2 0 5 0 % D D S E T 09 / 0 2 / 2 0 D D P R O G R E S S SE T 10 / 0 5 / 2 0 1 0 0 % D D S E T 10 / 1 6 / 2 0 C D P L A N C H E C K S U B M I T T A L S E T 01 / 1 8 / 2 1 P L A N C H E C K R E - S U B M I T T A L S E T 05 / 1 4 / 2 1 B I D S E T 11 / 2 0 / 2 3 S U P P L E M E N T A L P E R M I T S U B M I T T A L S ET 1 2023-11-20 Issue Date| 08 / 1 4 / 2 0 5 0 % D D S E T 09 / 0 2 / 2 0 D D P R O G R E S S S E T 10 / 0 5 / 2 0 1 0 0 % D D S E T 10 / 1 6 / 2 0 C D P L A N C H E C K S U B M I T T A L S E T 01 / 1 8 / 2 1 P L A N C H E C K R E - S U B M I T T A L S E T 05 / 1 4 / 2 1 B I D S E T 11 / 2 0 / 2 3 S U P P L E M E N T A L P E R M I T S U B M I T T A L S ET 1 2023-11-20 Issue Date 2 01 / 2 6 / 2 4 BU L L E T I N 1 NON SCALE PLUMBING RISER DIAGRAM (GAS) Engineering 120 DEGREEZ North Pacific Coast Highway | Suite 2000 | El Segundo | CA 90245 www.120degreez.com 310.364.5228 Mechanical | Electrical | Plumbing | Legado Companies 121 s. beverly drive beverly hills, ca 90212 tel: 310-432-0800 www.legado.com scale: BID SET 08 / 1 4 / 2 0 5 0 % D D S E T 09 / 0 2 / 2 0 D D P R O G R E S S S E T C: \ U s e r s \ S T A T I O N # 2 B \ D o c u m e n t s \ R e v i t \ 2 0 2 0 _ 0 8 1 0 _ L E G A D O _ M E T _ M E P v 2 0 _ a m i r . a m i r i A J 8 D H . r v t 9/ 8 / 2 0 2 0 4 : 5 9 : 2 9 P M Le g a d o Th e M e t 20 0 E . F i r s t A m e r i c a n w a y S a n t a A n a , C A 9 2 7 0 7 2021-05-14 Issue Date 10 / 0 5 / 2 0 1 0 0 % D D S E T 10 / 1 6 / 2 0 C D P L A N C H E C K S U B M I T A L S E T 01 / 1 8 / 2 1 P L A N C H E C K R E - S U B M I T T A L S E T 05 / 1 4 / 2 1 B I D S E T NONE GAS RISER DIAGRAM P230-B TIL SNEC ETIHCRADE C AINROFILACFOETATS HUGO SUAREZ REN. 1-31-21 No. C-10561 1-31-23 togawa smith martin, inc. | 444 s flower street, suite 1220 los angeles, ca 90071 tel: 213.614.6050 www.tsminc.com Legado Companies 121 s. beverly drive beverly hills, ca 90212 tel: 310-432-0800 www.legado.net 08 / 1 4 / 2 0 50 % D D S E T 10 / 0 5 / 2 0 10 0 % D D S E T 10 / 1 6 / 2 0 CD P L A N C H E C K S U B M I T T A L S E T 01 / 1 8 / 2 1 PL A N C H E C K R E - S U B M I T T A L S E T 03 / 0 1 / 2 1 PL A N C H E C K R E - S U B M I T T A L S E T 05 / 1 4 / 2 1 BI D S E T OW N E R D E S I G N C H A N G E 11 / 1 5 / 2 3 1 Le g a d o Th e M e t 20 0 E . F i r s t A m e r i c a n w a t S a n t a A n a , C A 9 2 7 0 7 | 08 / 1 4 / 2 0 5 0 % D D S E T 09 / 0 2 / 2 0 D D P R O G R E S S SE T 10 / 0 5 / 2 0 1 0 0 % D D S E T 10 / 1 6 / 2 0 C D P L A N C H E C K S U B M I T T A L S E T 01 / 1 8 / 2 1 P L A N C H E C K R E - S U B M I T T A L S E T 05 / 1 4 / 2 1 B I D S E T 11 / 2 0 / 2 3 S U P P L E M E N T A L P E R M I T S U B M I T T A L S ET 1 2023-11-20 Issue Date| 08 / 1 4 / 2 0 5 0 % D D S E T 09 / 0 2 / 2 0 D D P R O G R E S S S E T 10 / 0 5 / 2 0 1 0 0 % D D S E T 10 / 1 6 / 2 0 C D P L A N C H E C K S U B M I T T A L S E T 01 / 1 8 / 2 1 P L A N C H E C K R E - S U B M I T T A L S E T 05 / 1 4 / 2 1 B I D S E T 11 / 2 0 / 2 3 S U P P L E M E N T A L P E R M I T S U B M I T T A L S ET 1 2023-11-20 Issue Date| 08 / 1 4 / 2 0 5 0 % D D S E T 09 / 0 2 / 2 0 D D P R O G R E S S SE T 10 / 0 5 / 2 0 1 0 0 % D D S E T 10 / 1 6 / 2 0 C D P L A N C H E C K S U B M I T T A L S E T 01 / 1 8 / 2 1 P L A N C H E C K R E - S U B M I T T A L S E T 05 / 1 4 / 2 1 B I D S E T 11 / 2 0 / 2 3 S U P P L E M E N T A L P E R M I T S U B M I T T A L S ET 1 2023-11-20 Issue Date| 08 / 1 4 / 2 0 5 0 % D D S E T 09 / 0 2 / 2 0 D D P R O G R E S S S E T 10 / 0 5 / 2 0 1 0 0 % D D S E T 10 / 1 6 / 2 0 C D P L A N C H E C K S U B M I T T A L S E T 01 / 1 8 / 2 1 P L A N C H E C K R E - S U B M I T T A L S E T 05 / 1 4 / 2 1 B I D S E T 11 / 2 0 / 2 3 S U P P L E M E N T A L P E R M I T S U B M I T T A L S ET 1 2023-11-20 Issue Date 2 01 / 2 6 / 2 4 BU L L E T I N 1 UP DN UP GAS GAS P D PO O L LI F T POOL EDGE PO O L LI F T POOL EDGE P P P P P P P P P P P P P P P P P P P P P P P P P D DD D D D D D D D D D D D D D D D D DDDD D D D D D D D DD D D D D HB GFI HB HB HB GFI HB HB HB HB D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D DDD D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D P P P D D D D UP UP UPDN UP DN DN DN DN TV COMMUNITY CENTER 1 A A 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 11 11 12 12 B B C C D D E E F F G G H H J J K K L L M M N N P P Q Q R R R.5 R.5 S S T T A1 323 1/A512 A1 325 1/A512 A1 327 1/A512 A1 329 1/A512 A1 328 1/A512 A1 326 1/A512 A1 330 1/A512 A1 324 1/A512 B2 316 1/A514 B2 314 1/A514 S2 331 2/A511 S2 333 2/A511 B2 321 1/A514 B1 335 1/A513 C3-a 334 2/A517 B2 300 1/A514 ELEV 4 STAIR 6 ELEV 3 ELEV 1 STAIR 3 B2 306 1/A514 S1 302 1/A511 S1 304 1/A511 S2 341 2/A511 S2 343 2/A511 S2 347 2/A511 B1 340 1/A513 A1 344 1/A512 A1 342 1/A512 A3 318 2/A512 ELEV 2 S2 352 2/A511 COMMUNITY CENTER 307 1/A453 STAIR 4 C3 336 1/A517 B1a 310 2/A513 A1 305 1/A512 S3 332 3/A511 C5 354 2/A518 B6 337 2/A516 S2a 345 2/A511 1.8% 1.0%1.0% B3 320 2/A514 B4 355 1/A515 STAIR 1 STAIR 2 C1 350 1/A518 B1 308 1/A513 ELEC PANEL B2 312 1/A514 B2 322 1/A514 B2 353 1/A514 B2 303 1/A514 ELEC PANEL TRASH 339 TRASH 313 75.33' 77.33'72.83' RAMP UP 8.0% / 8 . 3 3 % S L O P E M A X RAMP UP 8.1% / 8.33% SLOPE MAX TRASH 359 STAIR 5 REFER TO INTERIOR DRAWINGS FOR MORE INFORMATION IDF #2 IDF 3 ELEC ELEC 1 HR RES. CORRIDOR 1 H R R E S . C O R R I D O R 1 HR RES. CORRIDOR 1 H R R E S . C O R R I D O R MEN'S RR WOMEN'S RR MECH 3/32" = 1'-0" P130-A-1 3/32" = 1'-0"1 SANITARY WASTE & VENT THIRD FLOOR PLUMBING PLAN Engineering 120 DEGREEZ North Pacific Coast Highway | Suite 2000 | El Segundo | CA 90245 www.120degreez.com 310.364.5228 Mechanical | Electrical | Plumbing | Legado Companies 121 s. beverly drive beverly hills, ca 90212 tel: 310-432-0800 www.legado.com scale: CD PLAN CHECK SUBMITAL SET 08 / 1 4 / 2 0 5 0 % D D S E T 09 / 0 2 / 2 0 D D P R O G R E S S S E T C: \ U s e r s \ S T A T I O N # 2 B \ D o c u m e n t s \ R e v i t \ 2 0 2 0 _ 0 8 1 0 _ L E G A D O _ M E T _ M E P v 2 0 _ a m i r . a m i r i A J 8 D H . r v t 9/ 8 / 2 0 2 0 4 : 5 9 : 2 9 P M Le g a d o Th e M e t 20 0 E . F i r s t A m e r i c a n w a y S a n t a A n a , C A 9 2 7 0 7 2021-01-18 Issue Date 10 / 0 5 / 2 0 1 0 0 % D D S E T 10 / 1 6 / 2 0 C D P L A N C H E C K S U B M I T A L S E T 01 / 1 8 / 2 1 P L A N C H E C K R E - S U B M I T T A L S E T SANITARY WASTE & VENT LEVEL 3 PLUMBING PLAN WASTE PIPE EXTEND MIN 5'-0" FROM BUILDING'S EXTERIOR WALL, FOR CONTINUATION SEE CIVIL DRAWINGS PLUMBING NOTES: WASTE PIPE FROM ABOVE WASTE PIPE DN. TO LOWER LEVEL INSTALL WASTE PIPE UNDER CEILLING OVERFLOW RAIN DRAIN DISCHARGED 6" ABOVE FLOOR INSTALL DRAIN UNDER LOWER LEVEL CEILLING INSTALL DRAIN UNDER THE POOL DECK 1201 N. Tustin Avenue Ron Lacher, R.C.E. Anaheim, CA 92807 Fax: (714) 630-6114 Phone: (714) 630-6100 STRUCTURAL CALCULATIONS FOR DETAIL #660 VAULT SUPPORTED SWIMMING POOL WITH FREESTANDING WALL EQUIVALENT FLUID PRESSURE = 62.4pcf DESIGN BASED ON CBC 2019 EDITION CONCRETE fc’ = 2500psi REINFORCING fy = 40000psi (Grade 40) AND fy = 60000psi (Grade 60) DETAIL #660 W:\Details\Release\Calcs 2019\660 [19v1].pdf 07/28/2020 03:38:34 PM © Pool Engineering, Inc. 2020, Page 1 of 18 FOR USE ONLY @: The Met 200 First American Way Santa Ana CA 92705 SWIMMING POOL CALCULATIONS NOTATION : specific compressive strength of concrete (psi) ωc : weight of concrete (pcf) : allowable extreme fiber stress in compression for concrete (psi) : permissible shear stress carried by concrete (psi) : modulus of elasticity of concrete (psi) fy = 40000 : specified yield strength of reinforcement (psi) fsall = 20000 [GRADE 40, 50], 24000 [GRADE 60]: permissible tensile strength in reinf. (psi) Es = 29000000 : modulus of elasticity of reinforcement (psi) γs : equivalent fluid pressure of soil (pcf) : modular ratio of elasticity b : width of compression face of member (in) cover : 3 in. minimum for Concrete cast against and permanently exposed to earth. SEE CALCULATION METHODOLOGY: H : total height of pool wall including bond beam (ft) RBB : distance from top of bond beam to surface of water (ft.) R : Radius of pool wall curvature (ft) t : thickness of pool wall at particular height (in) d1 = t - d2 : distance from extreme compression fiber to centroid of tension reinforcement (in) : d necessary to resist earth pressure and additional load due to vertical surcharge d2 = cover + (Ds/2): distance from extreme compression fiber to centroid of tension reinforcement (in) : d necessary to resist water pressure H1 : top depth of particular section (ft)H2 : bottom depth of particular section (ft) Hw : water depth (ft) : over-turning moment (ft-lbs) : shear (lbs) MR : Moment Resisting (ft-lbs) MT = OTM + MR : Net Moment (ft-lbs) VT = V : Net Shear (lbs) As : area of nonprestressed tension reinforcement (in2) Ds : Diameter of reinforcement (in) : ratio of tension reinforcement : average stress in the steel (psi) : maximum compressive stress at the top of the compressive zone (psi) : design shear stress (psi) 2 2fc = TM j k bd υ = TV bd ′c cE = 57000 f υ ′c c = 1.1 f ′cf S C En = E ′all cfc = 0.45f γ 3 2, 1OTM = 6 WH ρ = sA bd ρ ρ ρ+ −2k = ( ) 2n n n −j = 1 3 k fs = T s M A j d γ 2 2, 1V = 2 WH 1201 N. Tustin Avenue Anaheim, CA 92807 Fax: (714) 630-6114 Phone: (714) 630-6100 W:\Details\Release\Calcs 2019\660 [19v1].pdf 07/28/2020 03:38:34 PM © Pool Engineering, Inc. 2020, Page 2 of 18 STRUCTURAL CALCULATIONS POOL WALL GENERAL METHODOLOGY & CALCULATIONS The following pages demonstrate the basic calculations which are summarized in the Pool Wall Summary Tables W:\Details\Release\Calcs 2019\660 [19v1].pdf 07/28/2020 03:38:34 PM © Pool Engineering, Inc. 2020, Page 3 of 18 RESISTING MOMENT METHODOLOGY WALL LOADED BY EARTH PRESSURE Δ1 Δ2 W1 Δ2 Δ3 Δ4 Δ5 Δ W1 W2 W3 W4 W5 Δ5 Δ6 Δ7 Δ8 Δ9 W5 W6 W7 W8 W Δ9 Δ10 Δ11 Δ12 W8 W9 W10 W11 W12 Δ12 Δ13 Δ16 Δ15 Δ14 W12 W13 W14 W15 A Δ17 Δ16 W15 W16 W17LOAD DIAGRAM DUE TO EARTH PRESSURE Determine RM about point A: W n = ωcAnRMA = W1Δ1+W 2Δ2+...WnΔnPoint A can be any point on inside of pool wall.TO EARTH PRESSURE Point A can be any point on inside of pool wall. W:\Details\Release\Calcs 2019\660 [19v1].pdf 07/28/2020 03:38:34 PM © Pool Engineering, Inc. 2020, Page 4 of 18 RESISTING MOMENT METHODOLOGY WALL LOADED BY WATER PRESSURE B Δ1 Δ2 Δ3 Δ4 Δ5 Δ6 Δ7 Δ8 Δ9 Δ10 Δ11 Δ12 Δ13 Δ17 Δ16 Δ15 Δ14 W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 W11 W12 W13 W14 W15 W16 W17 LOAD DIAGRAM DUE TO WATER PRESSURE Determine RM about point B: W n = ωcAnRMB = W1Δ1+W 2Δ2+...WnΔnPoint B can be any point on outside of pool wall. W:\Details\Release\Calcs 2019\660 [19v1].pdf 07/28/2020 03:38:34 PM © Pool Engineering, Inc. 2020, Page 5 of 18 SAMPLE CALCULATIONS SECTION 13, NO R.B.B. Demonstrating methodology used to calculate results shown in summary tables. = 2500 psi ωc = 150 pcf = 1125 psi = 55.0 psi = 2549117 psi fy = 40000 psi fsall = 20000 psi Es =2.9E+07 psi γs =0 pcf γw =0 pcf n = Es/Ec = 11.38 b = 12 in cover = 2 in ′cf ′all cfc = 0.45f υ ′c c = 1.1 f ′c cE = 57000 f γ 3 SOIL 2 1OTM = 6 s H γ 2 T SOIL 2 1V = V = 2 s H H = 8.5 ft Try wall thickness t = 9.0 in at a depth of H2 =6.5 ft Try vertical steel = #3 @ 4" Ds =0.375 in As =0.331 in2 d1 = t - d2 =1.50 in d2 = cover + (Ds/2)7.50 in = 0 ft-lb Overturning moment due to earth pressure = 0 lb Shear due to earth pressure ′cf ′all cfc = 0.45f υ ′c c = 1.1 f ′c cE = 57000 f γ 3 SOIL 2 1OTM = 6 s H γ 2 T SOIL 2 1V = V = 2 s H W:\Details\Release\Calcs 2019\660 [19v1].pdf 07/28/2020 03:38:34 PM © Pool Engineering, Inc. 2020, Page 6 of 18 SAMPLE CALCULATIONS (CONT.)SECTION 13, NO R.B.B. Demonstrating methodology used to calculate results shown in summary tables. MR = -465 ft-lb Resisting moment due to weight of pool wall. (wall loaded by earth pressure) MT = OTMsoil + MR =-465 ft-lb SEE POOL WALL SUMMARY = 0.018 = 0.471 = 0.843 = -13325.3 psi < 20000 psi OK = -1042.0 psi < 1125 psi OK = 0.0 psi < 55.0 psi OK = -2856 ft-lb Overturning moment due to water pressure =-1318 lb Shear due to water pressure MR =-90 ft-lb Resisting moment due to weight of pool wall. ρ = sA bd ρ ρ ρ+ −2k = ( ) 2n n n −j = 1 3 k 1 fs = T s M A j d 2 1 2fc = TM j k bd 1 = TV bdυ 3 water 1OTM = 6 w wHγ 2 T water 1V = V = 2 w wHγ ρ = sA bd ρ ρ ρ+ −2k = ( ) 2n n n −j = 1 3 k 2 fs = T s M A j d 2 2 2fc = TM j k bd 2 = TV bdυ MR -90 ft-lb Resisting moment due to weight of pool wall. (wall loaded by water pressure) MT = OTMwater + MR =-2946 ft-lb SEE POOL WALL SUMMARY = 0.004 = 0.251 = 0.916 = 15521.4 psi < 20000 psi OK = 456.1 psi < 1125 psi OK = 14.6 psi < 55.0 psi OK ρ = sA bd ρ ρ ρ+ −2k = ( ) 2n n n −j = 1 3 k 1 fs = T s M A j d 2 1 2fc = TM j k bd 1 = TV bdυ 3 water 1OTM = 6 w wHγ 2 T water 1V = V = 2 w wHγ ρ = sA bd ρ ρ ρ+ −2k = ( ) 2n n n −j = 1 3 k 2 fs = T s M A j d 2 2 2fc = TM j k bd 2 = TV bdυ W:\Details\Release\Calcs 2019\660 [19v1].pdf 07/28/2020 03:38:34 PM © Pool Engineering, Inc. 2020, Page 7 of 18 SAMPLE CALCULATIONS SECTION 13, NO R.B.B. RESISTING MOMENT METHODOLOGY WALL LOADED BY EARTH PRESSURE A1=0.167 ft2 1.167 W1=25.00 lb M =29 17 ft lb 1 2 3 4 5 6 7 8 9 10 11 12 13 A M1=-29.17 ft-lb A2=0.167 ft2 1.167 W2=25.00 lb M2=-29.17 ft-lb A3=0.167 ft2 1.167 W3=25.00 lb M3=-29.17 ft-lb A4=0.167 ft2 1.167 W4=25.00 lb M4=-29.17 ft-lb A5=0.167 ft2 1.167 1 2 3 4 5 6 7 8 9 10 11 12 13 A 5 ft W5=25.00 lb M5=-29.17 ft-lb A6=0.167 ft2 1.167 W6=25.00 lb M6=-29.17 ft-lb A7=0.188 ft2 1.188 W7=28.13 lb M7=-33.42 ft-lb A8=0.227 ft2 1.219 W8=34.12 lb M8=-41.60 ft-lb 1 2 3 4 5 6 7 8 9 10 11 12 13 A A9=0.268 ft2 1.192 W9=40.15 lb M9=-47.87 ft-lb A10=0.299 ft2 1.138 W10=44.90 lb M10=-51.10 ft-lb A11=0.309 ft2 0.990 W11=46.39 lb M11=-45.94 ft-lb A12=0.328 ft2 0.788 W12=49.22 lb M =38 80 ft lb 1 2 3 4 5 6 7 8 9 10 11 12 13 A M12=-38.80 ft-lb A13=0.382 ft2 0.551 W13=57.31 lb M13=-31.56 ft-lb 1 2 3 4 5 6 7 8 9 10 11 12 13 A RMA= M1+M2+M3+M4+M5+M6+M7+M8 +M9+M10+M11+M12+M13 = -465.29 ft-lb 1 2 3 4 5 6 7 8 9 10 11 12 13 A W:\Details\Release\Calcs 2019\660 [19v1].pdf 07/28/2020 03:38:34 PM © Pool Engineering, Inc. 2020, Page 8 of 18 POOL WALL SUMMARY NO R.B.B. γSO 0 pcf H 8.5 ft RBB 0.0 ft R 5.0 ft OTM MR MT V OTM MR MT V ft-lb ft-lb ft-lb lb ft-lb ft-lb ft-lb lb 1 0.0 0.5 4.0 1.50 2.50 0 -4 -4 0 -1 4 3 #3 @ 12"0.110 0.375 2 0.5 1.0 4.0 1.50 2.50 0 -8 -8 0 -10 8 -2 #3 @ 12"0.110 0.375 3 1.0 1.5 4.0 1.50 2.50 0 -13 -13 0 -35 13 -23 #3 @ 12"0.110 0.375 4 1.5 2.0 4.0 1.50 2.50 0 -17 -17 0 -83 17 -67 #3 @ 12"0.110 0.375 5 2.0 2.5 4.0 1.50 2.50 0 -21 -21 0 -163 21 -142 #3 @ 12"0.110 0.375 6 2.5 3.0 4.0 1.50 2.50 0 -25 -25 0 -281 25 -256 #3 @ 12"0.110 0.375 7 3.0 3.5 5.0 1.50 3.50 0 -30 -30 0 -446 44 -402 #3 @ 12"0.110 0.375 8 3.5 4.0 6.0 1.50 4.50 0 -43 -43 0 -666 62 -604 #3 @ 6"0.221 0.375 9 4.0 4.5 7.0 1.50 5.50 0 -71 -71 0 -948 75 -873 #3 @ 6"0.221 0.375 10 4.5 5.0 7.0 1.50 5.50 0 -120 -120 0 -1300 61 -1239 #3 @ 4"0.331 0.375 11 5.0 5.5 7.0 1.50 5.50 0 -195 -195 0 -1730 22 -1708 #3 @ 4"0.331 0.375 12 5.5 6.0 8.0 1.50 6.50 0 -304 -304 0 -2246 -27 -2274 #3 @ 4"0.331 0.375 13 6.0 6.5 9.0 1.50 7.50 0 -465 -465 0 -2856 -90 -2946 #3 @ 4"0.331 0.375 14 6.5 7.0 10.0 1.50 8.50 0 -704 -704 0 -3567 -186 -3754 #3 @ 3"0.442 0.375 15 7.0 7.5 11.0 1.50 9.50 0 -1068 -1068 0 -4388 -330 -4718 #3 @ 3"0.442 0.375 16 7.5 8.0 11.0 1.50 9.50 0 -1675 -1675 0 -5325 -540 -5865 #3 @ 3"0.442 0.375 17 8.0 8.5 11.5 1.50 10.00 0 -3924 -3924 0 -6387 -278 -6664 #3 @ 3"0.442 0.375 fs fsall fc ν fs fsall fc ν psi psi psi psi psi psi psi psi 1 0.0 0.5 4.0 0.006 0.310 0.897 -336.6 20000.0 -13.3 0.0 0.004 0.251 0.916 135.9 20000.0 4.0 0.3 2 0.5 1.0 4.0 0.006 0.310 0.897 -673.2 20000.0 -26.6 0.0 0.004 0.251 0.916 98.0 20000.0 2.9 1.0 3 1.0 1.5 4.0 0.006 0.310 0.897 -1009.9 20000.0 -39.9 0.0 0.004 0.251 0.916 1071.7 20000.0 31.5 2.3 4 1.5 2.0 4.0 0.006 0.310 0.897 -1346.5 20000.0 -53.3 0.0 0.004 0.251 0.916 3155.0 20000.0 92.7 4.2 5 2.0 2.5 4.0 0.006 0.310 0.897 -1683.1 20000.0 -66.6 0.0 0.004 0.251 0.916 6717.9 20000.0 197.4 6.5 6 2.5 3.0 4.0 0.006 0.310 0.897 -2019.7 20000.0 -79.9 0.0 0.004 0.251 0.916 12130.1 20000.0 356.5 9.4 7 3.0 3.5 5.0 0.006 0.310 0.897 -2447.5 20000.0 -96.8 0.0 0.003 0.217 0.928 13449.1 20000.0 326.7 9.1 8 3.5 4.0 6.0 0.012 0.407 0.864 -1805.8 20000.0 -108.9 0.0 0.004 0.262 0.913 7985.4 20000.0 249.3 9.2 9 4.0 4.5 7.0 0.012 0.407 0.864 -2974.9 20000.0 -179.4 0.0 0.003 0.240 0.920 9375.6 20000.0 261.0 9.6 10 4.5 5.0 7.0 0.018 0.471 0.843 -3441.4 20000.0 -269.1 0.0 0.005 0.286 0.905 9019.4 20000.0 317.0 11.8 11 5.0 5.5 7.0 0.018 0.471 0.843 -5576.1 20000.0 -436.0 0.0 0.005 0.286 0.905 12433.4 20000.0 437.0 14.3 12 5.5 6.0 8.0 0.018 0.471 0.843 -8706.8 20000.0 -680.9 0.0 0.004 0.266 0.911 13903.5 20000.0 443.6 14.4 13 6.0 6.5 9.0 0.018 0.471 0.843 -13325.3 20000.0 -1042.0 0.0 0.004 0.251 0.916 15521.4 20000.0 456.1 14.6 14 6.5 7.0 10.0 0.025 0.519 0.827 -15408.6 20000.0 -1458.7 0.0 0.004 0.268 0.911 13173.8 20000.0 425.0 15.0 15 7.0 7.5 11.0 0.025 0.519 0.827 -23377.0 20000.0 -2213.0 0.0 0.004 0.256 0.915 14747.9 20000.0 446.3 15.4 16 7.5 8.0 11.0 0.025 0.519 0.827 -36667.7 20000.0 -3471.2 0.0 0.004 0.256 0.915 18333.4 20000.0 554.8 17.5 17 8.0 8.5 11.5 0.025 0.519 0.827 -85898.3 20000.0 -8131.7 0.0 0.004 0.251 0.916 19751.8 20000.0 580.4 18.8 d2 in.Sec H1 ft. H2 ft. t in. d1 in. Sec H1 ft. H2 ft. t in. SOIL SOIL WATER Vertical Steel As in2 Ds in. WATER ρ k j ρ k j W:\Details\Release\Calcs 2019\660 [19v1].pdf 07/28/2020 03:38:34 PM © Pool Engineering, Inc. 2020, Page 9 of 18 RESISTING MOMENTS NO R.B.B. WALL LOADED BY EARTH PRESSURE γSOIL 0 pcf H 8.5 ft RBB 0.0 ft R 5.0 ft Section 1 2 3 4 5 6 7 8 9 10 11 12 RM H2 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0 5.5 6.0 Weight 25 00 25 00 25 00 25 00 25 00 25 00 28 13 34 12 40 15 44 90 46 39 49 22Weight25.00 25.00 25.00 25.00 25.00 25.00 28.13 34.12 40.15 44.90 46.39 49.22 1 0.5 25.0 0.17 4.17 -4.17 2 1.0 25.0 0.17 0.17 4.17 4.17 -8.33 3 1.5 25.0 0.17 0.17 0.17 4.17 4.17 4.17 -12.50 4 2.0 25.0 0.17 0.17 0.17 0.17 4 17 4 17 4 17 4 17 16 674.17 4.17 4.17 4.17 -16.67 5 2.5 25.0 0.17 0.17 0.17 0.17 0.17 4.17 4.17 4.17 4.17 4.17 -20.83 6 3.0 25.0 0.17 0.17 0.17 0.17 0.17 0.17 4.17 4.17 4.17 4.17 4.17 4.17 -25.00 7 3.5 28.1 0.17 0.17 0.17 0.17 0.17 0.17 0.19 4.17 4.17 4.17 4.17 4.17 4.17 5.30 -30.30 8 4.0 34.1 0.19 0.19 0.19 0.19 0.19 0.19 0.21 0.24 4 79 4 79 4 79 4 79 4 79 4 79 6 00 8 34 43 104.79 4.79 4.79 4.79 4.79 4.79 6.00 8.34 -43.10 9 4.5 40.1 0.27 0.27 0.27 0.27 0.27 0.27 0.29 0.32 0.29 6.69 6.69 6.69 6.69 6.69 6.69 8.14 10.93 11.78 -71.00 10 5.0 44.9 0.40 0.40 0.40 0.40 0.40 0.40 0.42 0.45 0.42 0.37 9.92 9.92 9.92 9.92 9.92 9.92 11.77 15.34 16.97 16.54 -120.17 11 5.5 46.4 0.58 0.58 0.58 0.58 0.58 0.58 0.61 0.64 0.61 0.56 0.41 14.60 14.60 14.60 14.60 14.60 14.60 17.04 21.72 24.48 24.94 18.91 -194.71 12 6.0 49.2 0.84 0.84 0.84 0.84 0.84 0.84 0.86 0.89 0.86 0.81 0.66 0.46 20.91 20.91 20.91 20.91 20.91 20.91 24.14 30.34 34.62 36.27 30.62 22.55 ...-304.02 13 6.5 57.3 1.17 1.17 1.17 1.17 1.17 1.17 1.19 1.22 1.19 1.14 0.99 0.79 29.17 29.17 29.17 29.17 29.17 29.17 33.42 41.60 47.87 51.10 45.94 38.80 ...-465.29 14 7.0 67.4 1.60 1.60 1.60 1.60 1.60 1.60 1.62 1.65 1.62 1.57 1.42 1.22 39.90 39.90 39.90 39.90 39.90 39.90 45.49 56.25 65.11 70.37 65.86 59.93 ...-703.84 15 7.5 81.6 2.17 2.17 2.17 2.17 2.17 2.17 2.19 2.22 2.19 2.14 1.99 1.79 54.17 54.17 54.17 54.17 54.17 54.17 61.55 75.72 88.02 95.99 92.33 88.02 ...-1067.82 16 8.0 103.1 2.99 2.99 2.99 2.99 2.99 2.99 3.01 3.04 3.01 2.96 2.81 2.61 74.68 74.68 74.68 74.68 74.68 74.68 84.62 103.71 120.96 132.83 130.40 128.41 ...-1674.92 17 8.5 450.3 5.17 5.17 5.17 5.17 5.17 5.17 5.19 5.22 5.19 5.14 4.99 4.79 129.17 129.17 129.17 129.17 129.17 129.17 145.92 178.07 208.45 230.69 231.52 235.69 ...-3923.69 W:\Details\Release\Calcs 2019\660 [19v1].pdf 07/28/2020 03:38:34 PM © Pool Engineering, Inc. 2020, Page 10 of 18 RESISTING MOMENTS cont.NO R.B.B. WALL LOADED BY EARTH PRESSURE γSOIL 0 pcf H 8.5 ft RBB 0.0 ft R 5.0 ft Section 13 14 15 16 17 RM H2 6.5 7.0 7.5 8.0 8.5 Weight 57 31 67 41 81 58 103 12 450 30Weight 57.31 67.41 81.58 103.12 450.30 1 0.5 25.0 -4.17 2 1.0 25.0 -8.33 3 1.5 25.0 -12.50 4 2.0 25.0 -16.67 5 2.5 25.0 -20.83 6 3.0 25.0 -25.00 7 3.5 28.1 -30.30 8 4.0 34.1 -43.10 9 4.5 40.1 -71.00 10 5.0 44.9 -120.17 11 5.5 46.4 -194.71 12 6.0 49.2126.0 49.2 -304.02 13 6.5 57.3 0.55 ...31.56 -465.29 14 7.0 67.4 0.98 0.67 ...56.16 45.28 -703.84 15 7.5 81.6 1.55 1.24 0.84 ...88.87 83.76 68.57 -1067.82 16 8 0 103 1 2 37 2 06 1 66 1 12168.0 103.1 2.37 2.06 1.66 1.12 ...135.89 139.07 135.51 115.42 -1674.92 17 8.5 450.3 4.55 4.24 3.84 3.30 1.59 ...260.79 286.00 313.32 340.15 718.09 -3923.69 W:\Details\Release\Calcs 2019\660 [19v1].pdf 07/28/2020 03:38:34 PM © Pool Engineering, Inc. 2020, Page 11 of 18 RESISTING MOMENTS NO R.B.B. WALL LOADED BY WATER PRESSURE γSOIL 0 pcf H 8.5 ft RBB 0.0 ft R 5.0 ft Section 1 2 3 4 5 6 7 8 9 10 11 12 RM H2 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0 5.5 6.0 W i ht 25 00 25 00 25 00 25 00 25 00 25 00 28 13 34 12 40 15 44 90 46 39 49 22Weight 25.00 25.00 25.00 25.00 25.00 25.00 28.13 34.12 40.15 44.90 46.39 49.22 1 0.5 25.0 0.17 4.17 4.17 2 1.0 25.0 0.17 0.17 4.17 4.17 8.33 3 1.5 25.0 0.17 0.17 0.17 4.17 4.17 4.17 12.50 4 2.0 25.0 0.17 0.17 0.17 0.1742.0 25.0 0.17 0.17 0.17 0.17 4.17 4.17 4.17 4.17 16.67 5 2.5 25.0 0.17 0.17 0.17 0.17 0.17 4.17 4.17 4.17 4.17 4.17 20.83 6 3.0 25.0 0.17 0.17 0.17 0.17 0.17 0.17 4.17 4.17 4.17 4.17 4.17 4.17 25.00 7 3.5 28.1 0.25 0.25 0.25 0.25 0.25 0.25 0.23 6.25 6.25 6.25 6.25 6.25 6.25 6.42 43.92 8 4 0 34 1 0 30 0 30 0 30 0 30 0 30 0 30 0 28 0 2584.0 34.1 0.30 0.30 0.30 0.30 0.30 0.30 0.28 0.25 7.58 7.58 7.58 7.58 7.58 7.58 7.92 8.54 61.91 9 4.5 40.1 0.31 0.31 0.31 0.31 0.31 0.31 0.29 0.26 0.28 7.73 7.73 7.73 7.73 7.73 7.73 8.09 8.75 11.38 74.59 10 5.0 44.9 0.21 0.21 0.21 0.21 0.21 0.21 0.19 0.16 0.19 0.24 5.29 5.29 5.29 5.29 5.29 5.29 5.34 5.42 7.45 10.78 60.69 11 5.5 46.4 0.05 0.05 0.05 0.05 0.05 0.05 0.02 -0.01 0.02 0.07 0.22 1.15 1.15 1.15 1.15 1.15 1.15 0.69 -0.22 0.82 3.36 10.33 21.90 12 6.0 49.2 -0.13 -0.13 -0.13 -0.13 -0.13 -0.13 -0.15 -0.19 -0.16 -0.10 0.04 0.25 -3.32 -3.32 -3.32 -3.32 -3.32 -3.32 -4.34 -6.32 -6.36 -4.67 2.04 12.10 ...-27.44 13 6.5 57.3 -0.33 -0.33 -0.33 -0.33 -0.33 -0.33 -0.35 -0.39 -0.36 -0.30 -0.16 0.05 -8.31 -8.31 -8.31 -8.31 -8.31 -8.31 -9.96 -13.14 -14.38 -13.64 -7.24 2.26 ...-89.73 14 7.0 67.4 -0.60 -0.60 -0.60 -0.60 -0.60 -0.60 -0.62 -0.65 -0.62 -0.57 -0.42 -0.22 -14.91 -14.91 -14.91 -14.91 -14.91 -14.91 -17.38 -22.14 -24.97 -25.48 -19.47 -10.72 ...-186.35 15 7.5 81.6 -0.94 -0.94 -0.94 -0.94 -0.94 -0.94 -0.96 -0.99 -0.96 -0.91 -0.76 -0.56 -23.39 -23.39 -23.39 -23.39 -23.39 -23.39 -26.92 -33.72 -38.60 -40.72 -35.22 -27.43 -330.20-23.39 -23.39 -23.39 -23.39 -23.39 -23.39 -26.92 -33.72 -38.60 -40.72 -35.22 -27.43 ...-330.20 16 8.0 103.1 -1.37 -1.37 -1.37 -1.37 -1.37 -1.37 -1.39 -1.42 -1.40 -1.34 -1.19 -0.99 -34.28 -34.28 -34.28 -34.28 -34.28 -34.28 -39.17 -48.57 -56.08 -60.27 -55.42 -48.86 ...-539.85 17 8.5 450.3 -2.00 -2.00 -2.00 -2.00 -2.00 -2.00 -2.02 -2.06 -2.03 -1.97 -1.83 -1.62 -50.08 -50.08 -50.08 -50.08 -50.08 -50.08 -56.95 -70.14 -81.46 -88.66 -84.75 -79.98 ...-277.50 W:\Details\Release\Calcs 2019\660 [19v1].pdf 07/28/2020 03:38:34 PM © Pool Engineering, Inc. 2020, Page 12 of 18 RESISTING MOMENTS cont.NO R.B.B. WALL LOADED BY WATER PRESSURE γSOIL 0 pcf H 8.5 ft RBB 0.0 ft R 5.0 ft Section 13 14 15 16 17 RM H2 6.5 7.0 7.5 8.0 8.5 W i ht 57 31 67 41 81 58 103 12 450 30Weight 57.31 67.41 81.58 103.12 450.30 1 0.5 25.0 4.17 2 1.0 25.0 8.33 3 1.5 25.0 12.50 4 2.0 25.042.0 25.0 16.67 5 2.5 25.0 20.83 6 3.0 25.0 25.00 7 3.5 28.1 43.92 8 4 0 34 184.0 34.1 61.91 9 4.5 40.1 74.59 10 5.0 44.9 60.69 11 5.5 46.4 21.90 12 6.0 49.2 -27.44 13 6.5 57.3 0.28 ...16.24 -89.73 14 7.0 67.4 0.02 0.33 ...1.13 22.11 -186.35 15 7.5 81.6 -0.32 -0.01 0.39 -18.32 -0.77 31.86 -330.20...-18.32 -0.77 31.86 -330.20 16 8.0 103.1 -0.76 -0.45 -0.04 0.50 ...-43.27 -30.12 -3.66 51.23 -539.85 17 8.5 450.3 -1.39 -1.08 -0.68 -0.14 1.57 ...-79.51 -72.74 -55.24 -13.96 706.39 -277.50 W:\Details\Release\Calcs 2019\660 [19v1].pdf 07/28/2020 03:38:34 PM © Pool Engineering, Inc. 2020, Page 13 of 18 POOL WALL SUMMARY 2'-6" R.B.B. γSOI 0 pcf H 11.0 ft RBB 2.5 ft R 5.0 ft OTM MR MT V OTM MR MT V ft-lb ft-lb ft-lb lb ft-lb ft-lb ft-lb lb 1 0.0 0.5 4.0 1.50 2.50 0 -4 -4 0 0 4 4 0 #3 @ 12" 0.110 0.375 2 0.5 1.0 4.0 1.50 2.50 0 -8 -8 0 0 8 8 0 #3 @ 12" 0.110 0.375 3 1.0 1.5 4.0 1.50 2.50 0 -13 -13 0 0 13 13 0 #3 @ 12" 0.110 0.375 4 1.5 2.0 4.0 1.50 2.50 0 -17 -17 0 0 17 17 0 #3 @ 12" 0.110 0.375 5 2.0 2.5 4.0 1.50 2.50 0 -21 -21 0 0 21 21 0 #3 @ 12" 0.110 0.375 6 2.5 3.0 4.0 1.50 2.50 0 -25 -25 0 -1 25 24 -8 #3 @ 12" 0.110 0.375 7 3.0 3.5 4.0 1.50 2.50 0 -29 -29 0 -10 29 19 -31 #3 @ 12" 0.110 0.375 8 3.5 4.0 4.0 1.50 2.50 0 -33 -33 0 -35 33 -2 -70 #3 @ 12" 0.110 0.375 9 4.0 4.5 4.0 1.50 2.50 0 -38 -38 0 -83 38 -46 -125 #3 @ 12" 0.110 0.375 10 4.5 5.0 4.0 1.50 2.50 0 -42 -42 0 -163 42 -121 -195 #3 @ 12" 0.110 0.375 11 5.0 5.5 4.0 1.50 2.50 0 -46 -46 0 -281 46 -235 -281 #3 @ 12" 0.110 0.375 12 5.5 6.0 5.0 1.50 3.50 0 -51 -51 0 -446 75 -371 -382 #3 @ 12" 0.110 0.375 13 6.0 6.5 6.0 1.50 4.50 0 -67 -67 0 -666 100 -566 -499 #3 @ 6" 0.221 0.375 14 6.5 7.0 7.0 1.50 5.50 0 -104 -104 0 -948 113 -834 -632 #3 @ 6" 0.221 0.375 15 7.0 7.5 7.0 1.50 5.50 0 -170 -170 0 -1300 87 -1213 -780 #3 @ 4" 0.331 0.375 16 7.5 8.0 7.0 1.50 5.50 0 -268 -268 0 -1730 28 -1703 -944 #3 @ 4" 0.331 0.375 17 8.0 8.5 7.0 1.50 5.50 0 -408 -408 0 -2246 -66 -2312 -1123 #3 @ 3" 0.442 0.375 18 8.5 9.0 8.0 1.50 6.50 0 -605 -605 0 -2856 -183 -3039 -1318 #3 @ 3" 0.442 0.375 19 9.0 9.5 9.0 1.50 7.50 0 -886 -886 0 -3567 -319 -3886 -1529 #3 @ 3" 0.442 0.375 20 9.5 10.0 10.0 1.50 8.50 0 -1304 -1304 0 -4388 -512 -4900 -1755 #3 @ 3" 0.442 0.375 21 10.0 10.5 11.0 1.50 9.50 0 -1981 -1981 0 -5325 -786 -6111 -1997 #3 @ 3" 0.442 0.375 22 10.5 11.0 12.0 1.50 10.50 0 -4414 -4414 0 -6387 -560 -6947 -2254 #3 @ 3" 0.442 0.375 fs fsall fc ν fs fsall fc ν psi psi psi psi psi psi psi psi 1 0.0 0.5 4.0 0.006 0.310 0.897 -336.6 20000.0 -13.3 0.0 0.004 0.251 0.916 197.6 20000.0 5.8 0.0 2 0.5 1.0 4.0 0.006 0.310 0.897 -673.2 20000.0 -26.6 0.0 0.004 0.251 0.916 395.2 20000.0 11.6 0.0 3 1.0 1.5 4.0 0.006 0.310 0.897 -1009.9 20000.0 -39.9 0.0 0.004 0.251 0.916 592.8 20000.0 17.4 0.0 4 1.5 2.0 4.0 0.006 0.310 0.897 -1346.5 20000.0 -53.3 0.0 0.004 0.251 0.916 790.3 20000.0 23.2 0.0 5 2.0 2.5 4.0 0.006 0.310 0.897 -1683.1 20000.0 -66.6 0.0 0.004 0.251 0.916 987.9 20000.0 29.0 0.0 6 2.5 3.0 4.0 0.006 0.310 0.897 -2019.7 20000.0 -79.9 0.0 0.004 0.251 0.916 1123.9 20000.0 33.0 0.3 7 3.0 3.5 4.0 0.006 0.310 0.897 -2356.4 20000.0 -93.2 0.0 0.004 0.251 0.916 889.9 20000.0 26.2 1.0 8 3.5 4.0 4.0 0.006 0.310 0.897 -2693.0 20000.0 -106.5 0.0 0.004 0.251 0.916 83.8 20000.0 2.5 2.3 9 4.0 4.5 4.0 0.006 0.310 0.897 -3029.6 20000.0 -119.8 0.0 0.004 0.251 0.916 2167.1 20000.0 63.7 4.2 10 4.5 5.0 4.0 0.006 0.310 0.897 -3366.2 20000.0 -133.1 0.0 0.004 0.251 0.916 5730.0 20000.0 168.4 6.5 11 5.0 5.5 4.0 0.006 0.310 0.897 -3702.9 20000.0 -146.4 0.0 0.004 0.251 0.916 11142.2 20000.0 327.4 9.4 12 5.5 6.0 5.0 0.006 0.310 0.897 -4130.7 20000.0 -163.4 0.0 0.003 0.217 0.928 12403.6 20000.0 301.3 9.1 13 6.0 6.5 6.0 0.012 0.407 0.864 -2810.0 20000.0 -169.5 0.0 0.004 0.262 0.913 7484.4 20000.0 233.6 9.2 14 6.5 7.0 7.0 0.012 0.407 0.864 -4376.9 20000.0 -264.0 0.0 0.003 0.240 0.920 8960.6 20000.0 249.4 9.6 15 7.0 7.5 7.0 0.018 0.471 0.843 -4862.5 20000.0 -380.2 0.0 0.005 0.286 0.905 8827.1 20000.0 310.3 11.8 16 7.5 8.0 7.0 0.018 0.471 0.843 -7667.1 20000.0 -599.6 0.0 0.005 0.286 0.905 12391.4 20000.0 435.6 14.3 17 8.0 8.5 7.0 0.025 0.519 0.827 -8931.7 20000.0 -845.5 0.0 0.007 0.321 0.893 12788.3 20000.0 532.6 17.0 18 8.5 9.0 8.0 0.025 0.519 0.827 -13241.3 20000.0 -1253.5 0.0 0.006 0.300 0.900 14111.2 20000.0 532.3 16.9 19 9.0 9.5 9.0 0.025 0.519 0.827 -19405.8 20000.0 -1837.1 0.0 0.005 0.283 0.906 15539.9 20000.0 539.1 17.0 20 9.5 10.0 10.0 0.025 0.519 0.827 -28538.1 20000.0 -2701.6 0.0 0.004 0.268 0.911 17197.2 20000.0 554.8 17.2 21 10.0 10.5 11.0 0.025 0.519 0.827 -43364.5 20000.0 -4105.2 0.0 0.004 0.256 0.915 19102.4 20000.0 578.1 17.5 22 10.5 11.0 12.0 0.025 0.519 0.827 -96624.6 20000.0 -9147.1 0.0 0.004 0.245 0.918 19571.1 20000.0 559.3 17.9 d2 in.Sec H1 ft. H2 ft. t in. d1 in. Sec H1 ft. H2 ft. t in. SOIL SOIL WATER Vertical Steel As in2 Ds in. WATER ρ k j ρ k j W:\Details\Release\Calcs 2019\660 [19v1].pdf 07/28/2020 03:38:34 PM © Pool Engineering, Inc. 2020, Page 14 of 18 RESISTING MOMENTS 2'-6" R.B.B. WALL LOADED BY EARTH PRESSURE γSOIL 0 pcf H 11.0 ft RBB 2.5 ft R 5.0 ft Section 1 2 3 4 5 6 7 8 9 10 11 12 RM H2 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0 5.5 6.0 Weight 25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 28.13Weight25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 28.13 1 0.5 25.0 0.17 4.17 -4.17 2 1.0 25.0 0.17 0.17 4.17 4.17 -8.33 3 1.5 25.0 0.17 0.17 0.17 4.17 4.17 4.17 -12.50 4 2.0 25.0 0.17 0.17 0.17 0.17 4 17 4 17 4 17 4 17 -16 674.17 4.17 4.17 4.17 -16.67 5 2.5 25.0 0.17 0.17 0.17 0.17 0.17 4.17 4.17 4.17 4.17 4.17 -20.83 6 3.0 25.0 0.17 0.17 0.17 0.17 0.17 0.17 4.17 4.17 4.17 4.17 4.17 4.17 -25.00 7 3.5 25.0 0.17 0.17 0.17 0.17 0.17 0.17 0.17 4.17 4.17 4.17 4.17 4.17 4.17 4.17 -29.17 8 4.0 25.0 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 4 17 4 17 4 17 4 17 4 17 4 17 4 17 4 17 -33 334.17 4.17 4.17 4.17 4.17 4.17 4.17 4.17 -33.33 9 4.5 25.0 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 4.17 4.17 4.17 4.17 4.17 4.17 4.17 4.17 4.17 -37.50 10 5.0 25.0 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 4.17 4.17 4.17 4.17 4.17 4.17 4.17 4.17 4.17 4.17 -41.67 11 5.5 25.0 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 4.17 4.17 4.17 4.17 4.17 4.17 4.17 4.17 4.17 4.17 4.17 -45.83 12 6.0 28.1 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.19 4 17 4 17 4 17 4 17 4 17 4 17 4 17 4 17 4 17 4 17 4 17 5 30 -51 134.17 4.17 4.17 4.17 4.17 4.17 4.17 4.17 4.17 4.17 4.17 5.30 ...-51.13 13 6.5 34.1 0.19 0.19 0.19 0.19 0.19 0.19 0.19 0.19 0.19 0.19 0.19 0.21 4.79 4.79 4.79 4.79 4.79 4.79 4.79 4.79 4.79 4.79 4.79 6.00 ...-67.06 14 7.0 40.1 0.27 0.27 0.27 0.27 0.27 0.27 0.27 0.27 0.27 0.27 0.27 0.29 6.69 6.69 6.69 6.69 6.69 6.69 6.69 6.69 6.69 6.69 6.69 8.14 ...-104.46 15 7.5 44.9 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.42 9.92 9.92 9.92 9.92 9.92 9.92 9.92 9.92 9.92 9.92 9.92 11.77 ...-169.79 16 8.0 46.4 0.58 0.58 0.58 0.58 0.58 0.58 0.58 0.58 0.58 0.58 0.58 0.61 14 60 14 60 14 60 14 60 14 60 14 60 14 60 14 60 14 60 14 60 14 60 17 04 -267 7214.60 14.60 14.60 14.60 14.60 14.60 14.60 14.60 14.60 14.60 14.60 17.04 ...-267.72 17 8.5 48.4 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.86 20.91 20.91 20.91 20.91 20.91 20.91 20.91 20.91 20.91 20.91 20.91 24.14 ...-407.98 18 9.0 51.1 1.17 1.17 1.17 1.17 1.17 1.17 1.17 1.17 1.17 1.17 1.17 1.19 29.17 29.17 29.17 29.17 29.17 29.17 29.17 29.17 29.17 29.17 29.17 33.42 ...-604.84 19 9.5 60.4 1.60 1.60 1.60 1.60 1.60 1.60 1.60 1.60 1.60 1.60 1.60 1.62 39.90 39.90 39.90 39.90 39.90 39.90 39.90 39.90 39.90 39.90 39.90 45.49 ...-886.42 20 10.0 74.0 2.17 2.17 2.17 2.17 2.17 2.17 2.17 2.17 2.17 2.17 2.17 2.19 54 17 54 17 54 17 54 17 54 17 54 17 54 17 54 17 54 17 54 17 54 17 61 55 -1303 5754.17 54.17 54.17 54.17 54.17 54.17 54.17 54.17 54.17 54.17 54.17 61.55 ...-1303.57 21 10.5 94.8 2.99 2.99 2.99 2.99 2.99 2.99 2.99 2.99 2.99 2.99 2.99 3.01 74.68 74.68 74.68 74.68 74.68 74.68 74.68 74.68 74.68 74.68 74.68 84.62 ...-1980.82 22 11.0 451.3 5.17 5.17 5.17 5.17 5.17 5.17 5.17 5.17 5.17 5.17 5.17 5.19 129.17 129.17 129.17 129.17 129.17 129.17 129.17 129.17 129.17 129.17 129.17 145.92 ...-4413.65 W:\Details\Release\Calcs 2019\660 [19v1].pdf 07/28/2020 03:38:34 PM © Pool Engineering, Inc. 2020, Page 15 of 18 RESISTING MOMENTS cont.2'-6" R.B.B. WALL LOADED BY EARTH PRESSURE γSOIL 0 pcf H 11.0 ft RBB 2.5 ft R 5.0 ft Section 13 14 15 16 17 18 19 20 21 22 RM H2 6.5 7.0 7.5 8.0 8.5 9.0 9.5 10.0 10.5 11.0 Weight 34.12 40.15 44.90 46.39 48.38 51.08 60.38 74.04 94.81 451.34 1 0 5 25 01 0.5 25.0 -4.17 2 1.0 25.0 -8.33 3 1.5 25.0 -12.50 4 2.0 25.0 -16.67 5 2.5 25.0 -20.83 6 3.0 25.0 -25.00 7 3.5 25.0 -29.17 8 4.0 25.0 -33.33 9 4.5 25.0 -37.50-37.50 10 5.0 25.0 -41.67 11 5.5 25.0 -45.83 12 6.0 28.1 -51.13 13 6.5 34.1 0.24 ...8.34 -67.06 14 7 0 40 1 0 32 0 2914 7.0 40.1 0.32 0.29 ...10.93 11.78 -104.46 15 7.5 44.9 0.45 0.42 0.37 ...15.34 16.97 16.54 -169.79 16 8.0 46.4 0.64 0.61 0.56 0.41 ...21.72 24.48 24.94 18.91 -267.72 17 8.5 48.4 0.89 0.86 0.81 0.66 0.45 ...30.34 34.62 36.27 30.62 21.95 -407.98 18 9.0 51.1 1.22 1.19 1.14 0.99 0.78 0.51 ...41.60 47.87 51.10 45.94 37.92 26.16 -604.84 19 9.5 60.4 1.65 1.62 1.57 1.42 1.21 0.94 0.62 ...56.25 65.11 70.37 65.86 58.69 48.09 37.68 -886.42 20 10.0 74.0 2.22 2.19 2.14 1.99 1.78 1.51 1.19 0.79 ...75.72 88.02 95.99 92.33 86.31 77.24 72.14 58.44 -1303.57 21 10.5 94.8 3.04 3.01 2.96 2.81 2.60 2.33 2.02 1.61 1.06 ...103.71 120.96 132.83 130.40 126.01 119.16 121.69 119.20 100.76 -1980.82 22 11.0 451.3 5.22 5.19 5.14 4.99 4.78 4.51 4.19 3.79 3.24 1.54 178 07 208 45 230 69 231 52 231 46 230 49 253 28 280 57 307 40 694 98 -4413 65...178.07 208.45 230.69 231.52 231.46 230.49 253.28 280.57 307.40 694.98 -4413.65 W:\Details\Release\Calcs 2019\660 [19v1].pdf 07/28/2020 03:38:34 PM © Pool Engineering, Inc. 2020, Page 16 of 18 RESISTING MOMENTS 2'-6" R.B.B. WALL LOADED BY WATER PRESSURE γSOIL 0 pcf H 11.0 ft RBB 2.5 ft R 5.0 ft Section 1 2 3 4 5 6 7 8 9 10 11 12 RM H2 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0 5.5 6.0 Weight 25 00 25 00 25 00 25 00 25 00 25 00 25 00 25 00 25 00 25 00 25 00 28 13Weight25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 28.13 1 0.5 25.0 0.17 4.17 4.17 2 1.0 25.0 0.17 0.17 4.17 4.17 8.33 3 1.5 25.0 0.17 0.17 0.17 4.17 4.17 4.17 12.50 4 2.0 25.0 0.17 0.17 0.17 0.17 4 17 4 17 4 17 4 17 16 674.17 4.17 4.17 4.17 16.67 5 2.5 25.0 0.17 0.17 0.17 0.17 0.17 4.17 4.17 4.17 4.17 4.17 20.83 6 3.0 25.0 0.17 0.17 0.17 0.17 0.17 0.17 4.17 4.17 4.17 4.17 4.17 4.17 25.00 7 3.5 25.0 0.17 0.17 0.17 0.17 0.17 0.17 0.17 4.17 4.17 4.17 4.17 4.17 4.17 4.17 29.17 8 4.0 25.0 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 4 17 4 17 4 17 4 17 4 17 4 17 4 17 4 17 33 334.17 4.17 4.17 4.17 4.17 4.17 4.17 4.17 33.33 9 4.5 25.0 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 4.17 4.17 4.17 4.17 4.17 4.17 4.17 4.17 4.17 37.50 10 5.0 25.0 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 4.17 4.17 4.17 4.17 4.17 4.17 4.17 4.17 4.17 4.17 41.67 11 5.5 25.0 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 4.17 4.17 4.17 4.17 4.17 4.17 4.17 4.17 4.17 4.17 4.17 45.83 12 6.0 28.1 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.23 6.25 6.25 6.25 6.25 6.25 6.25 6.25 6.25 6.25 6.25 6.25 6.42 ...75.17 13 6.5 34.1 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.28 7.58 7.58 7.58 7.58 7.58 7.58 7.58 7.58 7.58 7.58 7.58 7.92 ...99.79 14 7.0 40.1 0.31 0.31 0.31 0.31 0.31 0.31 0.31 0.31 0.31 0.31 0.31 0.29 7.73 7.73 7.73 7.73 7.73 7.73 7.73 7.73 7.73 7.73 7.73 8.09 ...113.23 15 7.5 44.9 0.21 0.21 0.21 0.21 0.21 0.21 0.21 0.21 0.21 0.21 0.21 0.19 5.29 5.29 5.29 5.29 5.29 5.29 5.29 5.29 5.29 5.29 5.29 5.34 ...87.12 16 8.0 46.4 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.02 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 0.69 ...27.67 17 8.5 48.4 -0.17 -0.17 -0.17 -0.17 -0.17 -0.17 -0.17 -0.17 -0.17 -0.17 -0.17 -0.20 -4.36 -4.36 -4.36 -4.36 -4.36 -4.36 -4.36 -4.36 -4.36 -4.36 -4.36 -5.51 ...-65.57 18 9.0 51.1 -0.42 -0.42 -0.42 -0.42 -0.42 -0.42 -0.42 -0.42 -0.42 -0.42 -0.42 -0.45 -10.59 -10.59 -10.59 -10.59 -10.59 -10.59 -10.59 -10.59 -10.59 -10.59 -10.59 -12.52 ...-182.71 19 9.5 60.4 -0.69 -0.69 -0.69 -0.69 -0.69 -0.69 -0.69 -0.69 -0.69 -0.69 -0.69 -0.71 -17.32 -17.32 -17.32 -17.32 -17.32 -17.32 -17.32 -17.32 -17.32 -17.32 -17.32 -20.10 ...-318.86 20 10.0 74.0 -1.04 -1.04 -1.04 -1.04 -1.04 -1.04 -1.04 -1.04 -1.04 -1.04 -1.04 -1.06200 0 0 0 0 0 0 0 0 0 0 0 0 0 06 -26.01 -26.01 -26.01 -26.01 -26.01 -26.01 -26.01 -26.01 -26.01 -26.01 -26.01 -29.87 ...-512.42 21 10.5 94.8 -1.49 -1.49 -1.49 -1.49 -1.49 -1.49 -1.49 -1.49 -1.49 -1.49 -1.49 -1.51 -37.22 -37.22 -37.22 -37.22 -37.22 -37.22 -37.22 -37.22 -37.22 -37.22 -37.22 -42.47 ...-785.86 22 11.0 451.3 -2.08 -2.08 -2.08 -2.08 -2.08 -2.08 -2.08 -2.08 -2.08 -2.08 -2.08 -2.10 -52.01 -52.01 -52.01 -52.01 -52.01 -52.01 -52.01 -52.01 -52.01 -52.01 -52.01 -59.12 ...-559.80 W:\Details\Release\Calcs 2019\660 [19v1].pdf 07/28/2020 03:38:34 PM © Pool Engineering, Inc. 2020, Page 17 of 18 RESISTING MOMENTS cont.2'-6" R.B.B. WALL LOADED BY WATER PRESSURE γSOIL 0 pcf H 11.0 ft RBB 2.5 ft R 5.0 ft Section 13 14 15 16 17 18 19 20 21 22 RM H2 6.5 7.0 7.5 8.0 8.5 9.0 9.5 10.0 10.5 11.0 Weight 34.12 40.15 44.90 46.39 48.38 51.08 60.38 74.04 94.81 451.34g 1 0.5 25.0 4.17 2 1.0 25.0 8.33 3 1.5 25.0 12.50 4 2.0 25.0 16.67 5 2 5 25 05 2.5 25.0 20.83 6 3.0 25.0 25.00 7 3.5 25.0 29.17 8 4.0 25.0 33.33 9 4 5 25 094.5 25.0 37.50 10 5.0 25.0 41.67 11 5.5 25.0 45.83 12 6.0 28.1 75.17 13 6.5 34.1 0.25136.5 34.1 0.25 ...8.54 99.79 14 7.0 40.1 0.26 0.28 ...8.75 11.38 113.23 15 7.5 44.9 0.16 0.19 0.24 ...5.42 7.45 10.78 87.12 16 8.0 46.4 -0.01 0.02 0.07 0.22 ...-0.22 0.82 3.36 10.33 27.67 17 8.5 48.4 -0.23 -0.20 -0.15 0.00 0.21 ...-7.74 -8.03 -6.54 0.10 10.09 -65.57 18 9.0 51.1 -0.48 -0.45 -0.40 -0.25 -0.04 0.23 ...-16.25 -18.04 -17.74 -11.47 -1.97 11.80 -182.71 19 9.5 60.4 -0.75 -0.72 -0.66 -0.52 -0.31 -0.04 0.28 ...-25.44 -28.85 -29.83 -23.96 -15.00 -1.96 16.84 -318.86 20 10.0 74.0 -1.09 -1.07 -1.01 -0.86 -0.66 -0.39 -0.07 0.34 ...-37.30 -42.81 -45.43 -40.09 -31.82 -19.72 -4.15 24.93 -512.42 21 10.5 94.8 -1.54 -1.51 -1.46 -1.31 -1.11 -0.83 -0.52 -0.11 0.44 52 58 60 80 65 55 60 88 53 50 42 60 31 20 8 24 41 33 785 86...-52.58 -60.80 -65.55 -60.88 -53.50 -42.60 -31.20 -8.24 41.33 -785.86 22 11.0 451.3 -2.13 -2.11 -2.05 -1.90 -1.70 -1.43 -1.11 -0.70 -0.16 1.55 ...-72.78 -84.55 -92.12 -88.33 -82.13 -72.84 -66.94 -52.06 -14.78 697.95 -559.80 W:\Details\Release\Calcs 2019\660 [19v1].pdf 07/28/2020 03:38:34 PM © Pool Engineering, Inc. 2020, Page 18 of 18 YES NO INSTRUCTIONS: ORAN GE COUNTY FI RE AUTHORI TY Plan Submittal Criteria COMMERCIAL projects, MULTIFAMILY RESIDENTIAL projects and RESIDENTIAL TRACT developments · Fill in the project/business address and provide a brief description of the scope of work and type of business operation that will take place. · Answer questions 1 through 10, read and initial items 11 and 12, then complete and sign the certification section. · If you answer: - “YES” to any part of questions 1 through 10, submit the type of plan indicated in italics to OCFA. · In some cases, other plan types not indicated herein may also be necessary depending on specific conditions or operations. · Visit www.ocfa.org for submittal information and locations. If you need assistance in filling out this form or have questions regarding requirements for review, please contact OCFA at 714-573-6108 or visit us at 1 Fire Authority Road, Irvine, CA 92602. Address Suite City Project Scope/Business Description 1. Construction of a new building, a new story, or increase the footprint of an existing building? Changes to roadways, curbs, or drive aisles? Addition, relocation, or modification of fire hydrants or fences/gates? Construction within 300 feet of an active or proposed oil well? Fire Master Plan (PR145) 2. Property is adjacent to a wildland area or non-irrigated native vegetation? Fire Master Plan (PR145); a Fuel Modification Plan may also be required. (PR120, PR124) 3. Located in or < 100’ from a Division of Oil, Gas, and Geothermal Resources (DOGGR) field boundary, < 300’ from an oil/gas seep, or < 1000’ from a landfill? Methane Work Plan. (PR170) 4. Installation/modification/repair of underground piping, backflow preventers, or fire department connections serving private fire hydrant/sprinkler/standpipe systems? Underground Plan. (PR470, PR475) 5. Drinking/dining/recreation/meetings/training/religious functions or other gatherings in a room > 750 sq.ft. (> 1,000 sq.ft. for training/adulteducation) or > 49 people? Healthcare/outpatient services for > 5 people who may be unable to immediately evacuate without assistance? Education for children (academic tutoring for ages 5+ is exempt unless classified as an E occupancy by the Building Official)? Adult/child daycare? 24-hour care/supervision? Incarceration or restraint? Hotel/apartment or residential facility with 3+ units and 3+ stories (3-story townhouses/rowhouses where an independent direct exit to grade is provided for dwelling are exempt)? Congregate housing/dormitories with 17+ people? High-rise structure (55+ feet to highest occupied floor level)? Architectural Plan (PR200-PR285) 6. Installation/modification of locks delaying or preventing occupants from leaving a space or requiring use of a card, button, or similar action to open a door in the direction of exit travel? Architectural, Sprinkler, and/or Alarm Plan depending on the occupancy and type of device installed (PR200-PR280, PR420-PR425, PR500-PR520) 7. Installation/modification/use of spray booths; dust collection; dry cleaning; industrial ovens/drying equipment; industrial/commercial refrigeration systems; compressed gasses; tanks for cryogenic or flammable/combustible liquids; vapor recovery; smoke control; battery back-up/charging systems (> 50 gal. electrolyte, > 1,000 lb. lithium ion); welding/brazing/soldering, open flame torches, cutting/grinding; or other similar operations? Special Equipment Plan (PR315, PR340-PR382) 8. Storage/use/research with flammable/combustible liquids or other chemicals? Motor vehicle/aircraft maintenance/repair? Cabinetry/woodworking/finishing facility? Chem Class & floor plan (full architectural plan if H occupancy); Special Equipment Plans may be necessary. (PR315-PR360, PR232-PR240) 9. Storage or merchandizing areas in excess of 500 sq. ft. where items are located higher than 12’ (6’ for high-hazard commodities, plastic, rubber, foam, etc.)? High-piled Storage Plan (PR330) 10. Cooking under a Type I commercial hood; installation or modification of a fire extinguishing system located in a commercial cooking hood? Hood & Duct Extinguishing System, not just the hood mechanical plan. (PR335) Initial each of the following two items indicating that you have read and understand the statement: 11. *Sprinklers/Alarms: Consult Building/Fire Codes and ordinances to determine sprinkler/alarm requirements; if a system is required, plans shall be submitted for OCFA review. Existing buildings undergoing remodel must be evaluated by a licensed Initials contractor to determine if modification is needed; if so, contractor shall submit plans prior to making modifications. 12. Fire Hazard Severity Zone: Consult maps available at building department or on OCFA website to determine if your site is located in a FHSZ. Buildings in a FHSZ may be subject to special construction requirements detailed in CBC Chapter 7A or CRC R327— Initials the building department will determine specific requirements. I certify under penalty of perjury under the laws of the State of California that the above is true: Print Name Signature Phone Number ( ) Date / / Building Department: If you have verified that all of the questions have been answered accurately as “NO”, and the project does not otherwise require OCFA review of sprinkler or alarm plans*, then you may accept this signed form as a written release that OCFA review is not required. Should you still require that the applicant have plans approved by OCFA, please initial here or attach an OCFA referral form and have the applicant submit the form along with the appropriate plans and fees for OCFA review. 10-08-14 EE COM 200 First American Way Santa AnaJOB DESCRIPTION (non-residential pro __________________________________commercial swimming pool and spa x x x x x x x x x x cdc cdc Chris Carney Chris Carney 760 500-6186 08 18 2025 cdc O R A N G E C O U N T Y F I R E A U T H O R I T Y Plan Referral Form Required for OCFA to review plans upon the request of the Building Department when the answers on the Plan Submittal Criteria Form (on the reverse) are all “No”. City Official Requesting Review: City Reference #: __________________________ City / County: _____________________________________ Date: __________________________________ Contact Name: _____________________________________ E-Mail: __________________________________ Title: _____________________________________ Phone #: _________________________________ ** Have the applicant complete and sign the OCFA Plan Submittal Criteria Form on the reverse of this form. ** Reason(s) for Review: Please describe why OCFA Plan Review is or may be required by the City/County: OCFA COMMENTS:  No further action required on this specific plan type, based on information provided on: ____/______/______.  Project to be taken in for OCFA Review. Other: Name: _________________________________________ Contact #: ______________________________________ Date: _________________________________ Updated: 08/30/2021