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Home My WebLink About17601 59th Ave Ne_BLD6205_2025 ROLLUDA ARCHITECTS,INC 105 S MAIN ST, #323 SEATTLE, WA 98104 PHONE (206) 624-4222 FAX (206) 624-4226 A B C C.8 C.9 D E F G H J K S4A S4A 1 1 1 X P P X L11 (e,f) 2b ## 1201 third avenue, ste 600 (c,d) ZDa,b ZDa,b P 28c S4 seattle, wa 98101 L11 (a,b) 2 2b 6 206.448.3376 L3D L3D L3D L3D L3D 1(a)a 2(b)a 2(c)a 2(e)a 1(e)a L3D L3D www.hargis.biz 2(b)a 2(a)a ZDOb,c 2 M M L11 ## 2b M 28c EXTERIOR SIGNAGE P L3D L3D L6D L6D (a,b) 2(b)a 2(a)a X 1 1 1 L3D L3D L3D L3D 8 2(a)b 2(b)b 2(d)b 2(f)b X L3HD 2 L9-6 4(a) L3D L3HD P ZDa,b 1a M L6 P (a) P P ZDOa ZDOa 4(a) (a) (a L3HD M M L3HD P 4(a) M ZDOa,b (a,b) L3D L3D L3D L3HD 4(a) M ZDe X L3HD OS M L3HD L3D 4(a) L3D M L3D L3D L3D L3D L3D L3HD 2(a)b 2(b)b 1b 1b 2b M 6D(a)g 1B(a)f M 4(a) L4 L5D B ZDa,b ZDa,b 2 M 1 L3D L3D ZDO D ZDO OS 2'-1 1/4" L3HD 1 ZDO L9-6 3 L6D L6D L6D L6D M 2 L4 2 2 2 2 2 L4 L3D L3D L3D 2 OS 2 1D(b)g 6D(b)g 6Bf L6D M M ZDg ZDf L3D L5D L3HD 6 2 M L1D L1D 1 ZDO 2 2 L6D L4D L4D L7 M M P 1 L6D 2 2 M OS GL3-15 C A L4 2 L1D 2 L3HD 1 OS M ZDO M 4 L3D L3D L3D L3D L3HD L3D M L3D L3D ZO M 2 6Cg 6Af 1A(b)f X 1a 4a 4b X GL3-3 ZDa,b L1D 2 L5D L3HD L6 L6 2 L9-6 L3HD L11 L6 L11 L11 2 4 4c 4d 4c 4c 1 1(a) 2(a) ZDf L6 ZDO ZDe,g ZDa,b OSc,d 6e L1D ZDO ZDO P 4 1 X (a) X M ZD ZDOh X X L6D 1 L6 1 L6 L6 M L6D M L5D L5D L5D M L5D L5D L5D L5D M L5D L5D L5D L5D L5D 1 2(a) 1(a) X 1e 6e 1e 6e 1e 6e 6e 6e 6e M L6D X ZDe 1 2 5 X X 4'-0"X L6 L6D 1 1 ZDO 1 1 L6 L9-8 L9-8 L5D L5D L5D L5D L5D 6e 1 X L7 ZDO L3HD L6D M ZDO UP M M 2 6e OS OS OS L12 ZDO M M L3D (E)L3D L5D L6D 1 L12 (N) L3HD 6Bh 1A(c)f L9-16 ZDO L5D 6 6 6 L3D L3D L3D L3D M 1 B 1C(a)f 2C(a)f 2C(b)f 2Cf L6D M L5D L5D P M 6e L6 L7 (a,b) C OS L6D L12 6 L5D M REVISION ISSUED FOR CONSTRUCTION FD 021 POST CONSTRUCTION MODIFICATIONS A L9-16 L6D ZDe X L12 L12 M 1e 1 MOP DRYING RACK 6 6 L3D L3D ZDO 1A(e)h 6A(e)h OS OS OS 2'-6" M L3D L6 ZO ZDO L5D S4A 6A(c)f X P L9-3 M ZDO 1 DATE 06/21/22 02/28/23 XX/XX/24 1 (e) X L9-12 L7 X L2 L2 L2 L2 ZDe,f 1 6 0 1 2 1 NO. L3HD S4 ZDO M A L6D OS 1 L3D L3D L5D L5D L5D L5D L5D L7 L7 S4A 1A(c)f 6A(c)f ZDO ZDO ZDO 1 M M M L3HD P (c,d) L5D L5D L5D L5D L5D 7 S4 6 M 3 L7 L7 E5.01 L5D P L5D L5D P L5D L5D ZDO 8 S3 S4A S3 6 1 TRUE 1 LIGHTING FLOOR PLAN - LEVEL 1 N E2.01 SCALE: 1/8" = 1'-0" SWITCH LEGEND LIGHT FIXTURE LEGEND SHEET NOTES: FLAG NOTES: OS LINE VOLTAGE ON/OFF WALL SWITCH/VACANCY SENSOR. L1D 1. CIRCUITS SHALL INCLUDE A DEDICATED NEUTRAL UNLESS OTHERWISE 10. ALL FIXTURES CONNECTED TO EMERGENCY CIRCUIT SHALL BE 1 COORDINATE SWITCH ROUGH-IN WITH DEMOUNTABLE PARTITION SENSOR SWITH PART NO. WSX PDT NOTED. CONTROLLED THROUGH UL924 RELAYS. THE UL924 CONTROL INPUT SHALL CONSTRUCTION. FIXTURE CONFIGURED WITH DIMMING (IF NEEDED) BE THE ADJACENT NORMAL CONTROLLED CIRCUIT (LIGHTING CONTROL FIXTURE TYPE ZDO WALL MOUNT SWITCH STATION . SUBSCRIPT INDICATES IF STATION IS 2. REFER TO LIGHT FIXTURE SCHEDULE ON SHEET E6.01 FOR FIXTURE PANEL, RELAY OUTPUT OR MANUAL SWITCH). PROVIDE ONE UL924 RELAY 2 CONNECT 120V FIXTURE TO NEAREST AVAILABLE 120V CIRCUIT. EC TO 5A(x)y CONFIGURED WITH DIMMING OR OCCUPANCY SENSING. SPECIFICATIONS. FOR EACH SWITCH LEG. PROVIDE 0-10V BYPASS CONTACT AS APPLICABLE. VERIFY AVAILABLE CIRCUIT. PROVIDE LIGHTING RELAY TO TIE FIXTURE DELTA ENTILIZONE WALL STATION PART NO. EZNT-T100 LOCAL MANUAL ON/OFF CONTROL (IF NEEDED) REFER TO DETAIL 3 ON SHEET E7.01 FOR FURTHER INFORMATION. INTO EXISTING LIGHTING CONTROLS SERVING SPACE. CONFIRM FIXTURE PHOTOCELL DIMMING & ON/OFF INPUT (IF NEEDED) 3. WALL SWITCH TYPE OCCUPANCY SENSORS SHALL BE CONFIGURED FOR TYPE WITH DISTRICT. STATION CONFIGURED WITH OCCUPANCY SENSOR (IF NEEDED) OCCUPANCY SENSOR DESIGNATION (WHEN MULTIPLE OCCUPANCY 'MANUAL ON' AND 'AUTOMATIC OFF' OPERATION UNLESS OTHERWISE NOTED. 11. NORMAL 277V LIGHTING FED FROM PANEL 'GHA' CIRCUITS 2,4,6,8. STATION CONFIGURED WITH DIMMING (IF NEEDED) SENSOR ZONES ARE CONTROLLED BY A COMMON MANUAL CONTROL) PROVIDE DUAL-TECHNOLOGY (IR & ULTRASONIC) TYPE. M WIRED DUAL TECH OCCUPANCY/VACANCY SENSOR. SUBSCRIPT NORMAL BRANCH CIRCUIT 12. EMERGENCY 277V LIGHTING FED FROM PANEL 'X' CIRCUIT 1. A INDICATES ZONE WHEN MULTIPLE OCCUPANCY SENSOR ZONES ARE 4. CEILING MOUNTED OCCUPANCY SENSORS SHALL BE CONFIGURED FOR CONTROLLED BY A COMMON MANUAL CONTROL. 'MANUAL ON' AND 'AUTOMATIC OFF' OPERATION UNLESS OTHERWISE NOTED. 13. EXIT SIGNS MOUNTED ABOVE DOORS SHALL BE CENTERED ON DOOR SENSOR SWITCH PART NO. CM-PDT-9-R FRAME. EMERGENCY LIGHT FIXTURE LEGEND 5. ALL DEVICES WITHIN CEILING TO BE CENTERED WITHIN CEILING TILE. P PHOTOSENSOR. SERVODAN PART NO.43-197 14. REFER TO LIGHTING CONTROL DETAIL 1/E7.03 FOR ADDITIONAL SNOHOMISH COUNTY PUD NORTH COUNTY COMMUNITY OFFICE OFFICE BUILDING 17601 59TH AVE NE ARLINGTON, WA 98223 6. REFER TO LIGHTING CONTROL SCHEDULES ON SHEET E6.01 FOR INFORMATION. L1D ADDITIONAL CONTROL INFORMATION. PROJECT: FIXTURE CONFIGURED WITH DIMMING (IF NEEDED) 15. NORMAL 120V LIGHTING FED FROM PANEL 'NLA' CIRCUIT 28. BUILDING IDENTIFIER: FIXTURE TYPE 7. PROVIDE UNSWITCHED HOT CONDUCTOR TO EXIT SIGNS. 5A(x)y 8. CONFIRM LOCATION OF ALL EXIT SIGNS WITH ARCHITECT. PROVIDE LOCAL MANUAL ON/OFF CONTROL (IF NEEDED) DIRECTIONAL ARROWS TO CORRESPOND WITH EGRESS PATHWAY. A.1 PHOTOCELL DIMMING & ON/OFF INPUT (IF NEEDED) OCCUPANCY SENSOR DESIGNATION (WHEN MULTIPLE OCCUPANCY 9. LIGHTING CONTROL SHALL BE DELTA LIGHTING CONTROL SYSTEM DLS SENSOR ZONES ARE CONTROLLED BY A COMMON MANUAL CONTROL) SERIES WHICH IS INTEGRAL TO THE BUILDING MANAGEMENT SYSTEM. SHEET TITLE: EMERGENCY BRANCH CIRCUIT REFER TO DIV 26 SPECIFICATIONS. PROVIDE QUANTITY OF LIGHTING LIGHTING FLOOR CONTROL DEVICES BASED ON LIGHTING CONTROL SYSTEM FUNCTIONAL PLAN - LEVEL 1 REQUIREMENTS AND MANUFACTURER REQUIREMENTS. HEAD-END EQUIPMENT, MULTI-RELAY PANELS, AND OTHER DEVICES NOT EXCLUSIVELY SERVING THE LIGHTING IN THE ROOM IN WHICH IT IS LOCATED SHALL NOT BE LOCATED IN TELECOM OR MECHANICAL ROOMS. PROVIDE SHOP DRAWINGS WITH ALL PROPOSED DEVICE LOCATIONS FOR ENGINEER LEAD: DF REVIEW. DRAFTER: CT DATE: 08/06/24 SHEET: E2.01 SHEET OF ROLLUDA ARCHITECTS,INC 105 S MAIN ST, #323 SEATTLE, WA 98104 PHONE (206) 624-4222 FAX (206) 624-4226 A B C C.8 C.9 D E F G H J K 1 1201 third avenue, ste 600 P1 P1 seattle, wa 98101 206.448.3376 S1 P1 www.hargis.biz S1 P1 S1 2 P1 P1 P1 P1 P1 P1 S1 S1 S1 2'-1 1/4" 3 S1 P1 P2 4 5 4'-0" UP (N) P2 S2 P1 REVISION ISSUED FOR CONSTRUCTION FD 021 POST CONSTRUCTION MODIFICATIONS MOP DRYING RACK 2'-6" P1 DATE 06/21/22 02/28/23 XX/XX/24 6 0 1 2 NO. S1 S1 S1 P1 S1 P1 7 P1 P1 8 TRUE 1 LIGHTING CONTROL ZONE FLOOR PLAN - LEVEL 11 N E2.01a SCALE: 1/8" = 1'-0" LIGHTING CONTROL ZONES: LOCAL LINE VOLTAGE SWITCH ZONE VACANCY SENSOR 'MANUAL IN' ZONE OCCUPANCY SENSOR ZONE TIMECLOCK ZONE (ELECTRICAL/TELECOMMUNICATIONS ROOMS) (OFFICE/STORAGE) (RESTROOMS/STAIRS) (OFFICE/CONFERENCE/STORAGE) Â· LIGHT FIXTURES IN EACH ROOM CONTROLLED VIA LOCAL LINE Â· LIGHT FIXTURES IN EACH ROOM CONTROLLED VIA 'MANUAL Â· LIGHT FIXTURES IN EACH ROOM CONTROLLED VIA Â· LIGHT FIXTURES ENABLED/DISABLED VIA TIMECLOCK IN VOLTAGE SWITCH. ON' / 'AUTOMATIC OFF' LOCAL OCCUPANCY SENSOR. 'AUTOMATIC ON' / 'AUTOMATIC OFF' LOCAL OCCUPANCY LIGHTING CONTROL PANEL. Â· NOT CONTROLLED IA THE LIGHTING CONTROL PANEL. Â· SPACE SHALL BE CONTROL BY ON/OFF SWITCH. PROVIDE SENSOR. Â· AN AFTER HOURS, 2-HOUR OVERRIDE SWITCH IS LOCATED AT 0-10V DIMMING CONTROL WHERE INDICATED ON PLANS. Â· SPACE SHALL BE CONTROLLED BY ON/OFF SWITCH. PROVIDE ACCESSIBLE LOCATION. Â· WHERE ADJACENT TO VERTICAL FENESTRATION, LIGHT 0-10V DIMMING CONTROL WHERE INDICATED ON PLANS. Â· AFTER HOURS OVERRIDE ZONE SHALL NOT EXCEED 5,000 FIXTURES SHALL HAVE AUTOMATIC DAYLIGHTING OVERRIDE Â· WHERE ADJACENT TO VERTICAL FENESTRATION, LIGHT SQUARE FEET. CONTROLS THAT REDUCE LIGHTING. FIXTURES SHALL HAVE AUTOMATIC DAYLIGHTING OVERRIDE Â· LIGHT FIXTURES SHALL BE CONFIGURED FOR MULTI-LEVEL CONTROLS THAT REDUCE LIGHTING. CONTROL. DAYLIGHTING ZONE 1 (PRIMARY) Â· WHERE ADJACENT TO VERTICAL FENESTRATIONS, LIGHT A. DAYLIGHT CONTROL TYPE = CLOSED LOOP, CONTINUOUS STAIRCASE OCCUPANCY SENSOR FIXTURES SHALL HAVE MANUAL DAYLIGHTING OVERRIDE P1 DIMMING (0 - 10V) WITH FULL SWITCHED OFF CONTROL. Â· OCCUPANT SENSOR CONTROLS SHALL BE CONFIGURED TO CONTROLS THAT REDUCE LIGHTING BY A MINIMUM OF 50 B. DAYLIGHT CONTROL SET POINT SHALL BE 50fc. PROVIDE AUTOMATICALLY REDUCE LIGHTING POWER BY NOT LESS PERCENT. APPROPRIATE DEADBANDS TO PREVENT CYCLING. THAN 50 PERCENT WHEN NO OCCUPANTS HAVE BEEN SNOHOMISH COUNTY PUD NORTH COUNTY COMMUNITY OFFICE OFFICE BUILDING 17601 59TH AVE NE ARLINGTON, WA 98223 DETECTED IN THE STAIRWAY FOR A PERIOD NOT EXCEEDING DAYLIGHTING ZONE 2 (PRIMARY) PROJECT: DAYLIGHTING ZONE 1 (SECONDARY) 20 MINUTES AND RESTORE LIGHTING TO FULL POWER WHEN A. DAYLIGHT CONTROL TYPE = CLOSED LOOP, CONTINUOUS A. DAYLIGHT CONTROL TYPE = CLOSED LOOP, CONTINUOUS OCCUPANTS ENTER THE STAIRWAY. P2 DIMMING (0 - 10V) WITH FULL SWITCHED OFF CONTROL. BUILDING IDENTIFIER: S1 DIMMING (0 - 10V) WITH FULL SWITCHED OFF CONTROL. Â· ALL PORTIONS OF STAIRWAYS SHALL REMAIN ILLUMINATED B. DAYLIGHT CONTROL SET POINT SHALL BE 50fc. PROVIDE B. DAYLIGHT CONTROL SET POINT SHALL BE 50fc. PROVIDE TO MEET THE REQUIREMENTS OF SECTION 1009 OF THE APPROPRIATE DEADBANDS TO PREVENT CYCLING. APPROPRIATE DEADBANDS TO PREVENT CYCLING. INTERNATIONAL BUILDING CODE WHEN THE LIGHTING POWER IS REDUCED. DAYLIGHTING ZONE 2 (SECONDARY) A.1 A. DAYLIGHT CONTROL TYPE = CLOSED LOOP, CONTINUOUS S2 DIMMING (0 - 10V) WITH FULL SWITCHED OFF CONTROL. B. DAYLIGHT CONTROL SET POINT SHALL BE 50fc. PROVIDE SHEET TITLE: APPROPRIATE DEADBANDS TO PREVENT CYCLING. LIGHTING CONTROL ZONE PLAN - LEVEL 1 LEAD: DF DRAFTER: CT DATE: 08/06/24 SHEET: E2.01A SHEET OF ROLLUDA ARCHITECTS,INC 105 S MAIN ST, #323 SEATTLE, WA 98104 PHONE (206) 624-4222 FAX (206) 624-4226 A B C C.8 C.9 D E F G H J K GL-38 20 NLA-3 GL-38 20 NLA-1 22 22 22 22 NLA-26 NLA-24 NLA-76 UPSB-56 21 WP,GF 21 N,GF,+42" 1 G U N,CR U G N,CR NLA-66 NLA-54 N,CR U U NLA-3 N,CR N,CR N,CR N,GF,+42" 21 NLA-1 UPSB-8 UPSB-10 NLA-3 21 N,CR NLA-64 NLA-54 NLA-54 1201 third avenue, ste 600 UPSB-12 NLA-5 FSR8 FSR8 UPSB-12 seattle, wa 98101 NLA-5 NLA-62 NLA-1 U N,CR U N,CR 22 N,CR UPSB-58 N,CR N,GF,+42" 206.448.3376 GLA1-31 UPSB-10 FSR8 FSR8 N,GF www.hargis.biz 22 NLA-54 UPSB-8 U INSTA-HOT NLA-60 N,CR U 12 NLA-3 DOOR OPERATOR J NLA-1 J N,GF,+42" BUTTON (TYP) UPSB-14 NLA-7 UPSB-14 NLA-7 N,+96" N,+96" U N,CR U N,CR NLA-58 NLA-52 NLA-3 N,GF U 12 NLA-1 N,CR 13 NLA-76 UPSB-29 22 FSR8 FSR8 NLA-56 WP,GF 13 NLA-76 UPSB-18 UPSB-20 N,CR N NLA-52 WP,GF U,CM U,CM UPSB-10 3 3 NLA-54 3 22 4 U UPSB-35 NLA-79 J UPSB-8 4 N,CR FW 2 N,CR NLA-44 N NLA-36 3 J 3 J J J J NLA-69 N,CR NLA-69 N,CR NLA-71 N,CR N,CR U N,CR UPSB-52 NLA-76 U UPSB-16 NLA-9 UPSB-16 NLA-9 NLA-54 NLA-54 F F F F NLA-79 5 UPSB-38,40 3 WP,GF U N,CR U N,CR N,+72" NLA-38 UPSB-44,54 NLA-79 N,CRN,CR,+72" 5 13 U UPSB-29 NLA-18,20,22 J N,CR N,CR U UPSB-35 UPSB-35 NLA-38 NLD-13,15,17 NLA-10,12 NLD-7,9,11 UPSB-23 NLA-71 FSR8 FSR8 N,+96" N,CR NLA-54 NLA-52 (CONTROLLED) NLA-1 UPSB-35 (CONTROLLED) (CONTROLLED) NLA-69 22 N,+96" UPSB-63,65 N,CR N,CR NLA-54 12 U N,CR FSR8 NLA-79 N,CR N,CR N,CR NLA-44 J U N,CR NLA-67 NLA-67 NLA-1 U 5 N ELEVATOR FSR8 FSR8 22 NLA-38 FSR8 NLA-79 UPSB-29 UPSB-17 UPSB-17 N,CR U N,CR CONTROLLER NLA-36 (CONTROLLED) U 3 U U UPSB-8 UPSB-10 NLA-3 12 ELEVATOR MAIN N,CR 5 UPSB-21 NLA-71 5 NLA-44 8 N,CR UPSB-19 NLA-71 N,CR,+72" NLA-11 NLA-11 NLA-11 2'-1 1/4" DISCONNECT UPSB-29 J NLA-75 N,CR 4 N,CR N,CR N N N N N,GF 5 NLA-38 N,CR,+72" N,CR,+72" U N,CR U N,CR F U N,CR,+72" NLA-65 NLA-65 NLA-36 UPSB-46 NLD-25 UPSB-48 J 3 NLA-46 UPSB-46 NLD-25 N,CR 3 J NLA-78 NLA-11 NLA-48 J N,+96" U U NLD-19,21,23 19 FSR8 U FSR8 N,+96" UPSB-35 UPSB-35 FSR8 FSR8 48 UPSB-19 5 CM WP,GF N,GF 12 NLA-46 (CONTROLLED) U U NLA-71 12 NLA-11 NLA-15 U NLA-75 UPSB-15 N NLA-46 UPSB-39 NLA-40 N,CR U N,CR U N,CR 21 N,CR,+72" UPSB-15 5 N,CR N N,GF J NLA-71 G NLA-40 12 48 GL-40 20 N,CR N,CR 12 NLA-11 N,GF N,CR NLA-44 N,+96" N,CR,+72" NLA-42 NLD-27 12 U G NLA-63 NLA-63 UPSB-39 PANEL GDP NLA-42 N,+96" J J 3 U N G UPSB-39 N,CR FSR8 FSR8 N,+72" N,+96" NLA-15 NLA-48 9 UPSB-39 U N,CR 21 NLA-69 UPSB-13 UPSB-13 UPSB-41 NLA-48 NLA-46 U U NLA-71 U 48 NLA-6,11 N,CR N,+96" J U U N,CR N,CR J N,CR NLA-46 FSR8 NLA-73 NLA-11 FC N,GF UPSB-39 N,CR N,CR N,CR N NLA-15 U J N,+96" NLA-44 GL-29 U UPSB-60,62 23 NLA-48 12 N NLA-40 48 N N,CR,+72" UPSB-39 NLD-14,16 N,CR NLA-1 NLA-1 U 12 NLA-46 NLA-42 5 N,CR N,CR NLA-45 NLA-47 N,GF,+44" NLA-49 N,GF,+44" NLA-51 N,GF NLA-59 N,GF,+44" NLA-53 N,GF,+44" NLA-55 N,GF,+44" NLA-57 N,CR NLA-48 G,GF U N,CR (CONTROLLED) N N GL-31 UPSB-39 NLA-40 3 J GF NLA-72 14 NLA-74 14 NLA-11 4 N FC N NLA-44 NLD-1 N 13 NLA-73 NLA-70 13 UPSB-30 NLA-68 NLD-35,37,39 N N N (CONTROLLED) NLA-77 NLA-77 NLA-77 NLA-34 5 N N,GF,+42" NLA-21 3 J 4'-0" N,GF,42" N N F NLA-44 NLA-17 NLA-17 NLA-17 N NLD-3 NLA-6 U N,CR NLA-14 15 15 N N,CR 14 NLA-44 UPSB-46 NLA-26 N,CR N UP NLD-3 NLA-21 NLD-3 UPSB-24 NLA-4 N,CR FSR8 NLA-14 N,GF N,GF U N,CR N,CR N NLD-3 N NLA-21 NLA-52 (N) FC 3 J FSR8 1 NLA-14 12 NLD-1 NLA-78 U N,GF N,GF UPSB-22 N,GF WP,GF N,+96" J NLD-1 NLA-6 NLD-3 N,GF NLD-24 UPSB-34 NLA-44 REVISION ISSUED FOR CONSTRUCTION FD 021 POST CONSTRUCTION MODIFICATIONS N,CR (CONTROLLED) NLD-1 UPSB-24 NLA-4 N,CR N,GF U N,CR NLA-30 N,GF N,GF MOP DRYING RACK 3 NLA-83 13 NLA-8 NLA-83 NLA-83 UPSB-24 NLA-4 2'-6" N NLA-76 U N,CR FSR8 NLA-44 WP,GF NLA-8 1 UPSB-36 NLA-16 UPSB-36 NLA-16 UPSB-36 NLA-16 UPSB-34 NLA-14 UPSB-34 NLA-14 J N FSR8 N,CR U N,CR U N,CR U N,CR U N,CR U N,CR 6 NLA-19 NLA-19 15 15 DATE 06/21/22 02/28/23 XX/XX/24 F NLA-19 NLA-19 NLA-83 J N,+42" N,GF,+42" N,GF,+42" N 0 1 2 UPSB-41 NLA-50 N 6 NO. U N,CR 13 UPSB-26,55 NLA-50 NLA-32 NLA-27 NLA-29 NLA-27 NLA-50 N N N N N NLD-29,31,33 N,CR U NLA-25 NLA-23 (CONTROLLED) N,CR UPSB-41 UPSB-41 NLA-78 FSR8 NLA-23 NLA-25 U WP,GF U UPSB-41 NLA-50 NLA-23 5 N 5 N UPSB-41 N NLA-29 U N,CR,48" NLA-23 12 N,+60" N N,CR,48" N,+60" 5 NLA-29 J NLA-27 7 N,+96" J N,+96" 12 NLA-29 N NLA-25 NLA-50 5 NLA-78 NLA-23 WP,GF NLA-50 N NLA-23 NLA-27 16 N,CM N N,CM 16 16 N N N N N N N N N N NLA-23 N NLA-25 8 NLA-78 17 NLA-31 NLA-39 NLA-43 NLA-78 WP,GF WP,GF NLA-33 NLA-41 NLA-45 NLA-35 NLA-47 NLA-37 TRUE 1 POWER FLOOR PLAN - LEVEL 1 N E2.11 SCALE: 1/8" = 1'-0" CONTROLLED RECEPTACLE LEGEND: DEVICE POWER LEGEND: SHEET NOTES: FLAG NOTES: N N CONTROLLED RECEPTACLE PER SEATTLE ENERGY CODE. RECEPTACLES , DEVICE POWER SUPPLY BY NORMAL POWER 1. COORDINATE ELECTRICAL WITH ALL OTHER CONTRACT DOCUMENTS AND 1 PROVIDE WIREMOLD 6000 SERIES, DIVIDED, POWER/COMM SURFACE 12 PROVIDE HARDWIRED CONNECTION TO CLOCK. COORDINATE EXACT DESIGNATED WITH "CR" SHALL BE CONTROLLED RECEPTACLES IN FIELD CONDITIONS TO AVOID CONFLICTS. MOUNTED RACEWAY. CLOCK MOUNTING HEIGHT WITH ARCHITECTURAL ELEVATIONS PRIOR TO U U ACCORDANCE WITH WASHINGTON STATE ENERGY CODE C405.10. FOR ALL , DEVICE POWER SUPPLIED BY UPS ROUGH-IN. REFER TO INSTALLATION MANUAL FOR ADDITIONAL CONTROLLED RECEPTACLES PROVIDE CONTROLLED RECEPTACLE MARKING 2. CIRCUITS SHALL INCLUDE A DEDICATED NEUTRAL UNLESS OTHERWISE 2 PROVIDE CONNECTION TO POWER FURNITURE PARTITION. VERIFY EXACT INFORMATION. G G PER NEC 406.3(E). , DEVICE POWER SUPPLIED BY GENERATOR NOTED. POWER FEED LOCATION. FURNITURE POWER WHIP BY FURNITURE VENDOR. PROVIDE INDIVIDUAL FLUSH FLOOR BOX WITH FLUSH CONDUIT 13 PROVIDE CONNECTION TO AUTOMATIC DOOR OPERATOR. PROVIDE CR F FULLY CONTROLLED QUAD RECEPTACLE. REFER TO DETAIL 6 ON SHEET J FURNITURE FEED WALL OUTLET BOX 3. ROUTE ALL HORIZONTAL CONDUITS WITHIN CEILING AREAS TIGHT TO ADAPTER COVER. INTERCONNECTIONS TO ADA PUSHBUTTONS. E7.01. STRUCTURE. FC J FURNITURE FEED CEILING OUTLET BOX 3 BOTH NORMAL AND UPS CIRCUITS FEED SUPPLY TO POWERED 14 PROVIDE CONNECTION TO AUTOMATIC DOOR OPERATOR. PROVIDE CR SPLIT CONTROLLED DUPLEX RECEPTACLE. REFER TO DETAIL5 ON SHEET 4. COORDINATE MANUFACTURER AND CIRCUIT CONFIGURATION OF MODULAR FURNITURE. COORDINATE WIRING AND REQUIREMENTS WITH FURNITURE INTERFACE TO SECURITY. E7.01. FURNITURE WITH FURNITURE INSTALLER PRIOR TO INSTALLATION. BRANCH VENDOR. REFER TO DETAILS 5/E7.02 AND 6/E7.02 FOR ADDITIONAL FLOOR OUTLET DEVICE LEGEND: CIRCUITING IS SHOWN AS (4) CIRCUIT POWERED FURNITURE. TERMINATE INFORMATION. 15 MOUNT RECEPTACLE 12" ABOVE BENCH. CR FULLY CONTROLLED DUPLEX RECEPTACLE. REFER TO DETAIL 5 ON ALL (4) BRANCH CIRCUITS AND (8) CONDUCTORS TO ALL MODULAR SHEET E7.01. MULTI-SERVICE FSR FL-500P-4 SERIES RECESSED FLOORBOX PROVIDE FURNITURE SYSTEM CONDUCTORS. REFER TO DETAILS 6 & 7 ON SHEET E8.1 4 MOUNT FLUSH WITH CEILING, COORDINATE EXACT LOCATION WITH 16 WIREMOLD 3000 SERIES RACEWAY, TOP OF RACEWAY TO BE +6" AFF. FSR-4, 4 GANG AND FSR-8, 8 GANG PER PLANS. ONE OR TWO FOR ADDITIONAL INFORMATION. PROJECTOR MOUNT. FSR8COMPARTMENT FLUSH FLOORBOX WITH HINGED LID.COORDINATE WITH 17 RECEPTACLE ADJACENT TO FAN MOUNTED AT +8 FT AFF. SNOHOMISH COUNTY PUD NORTH COUNTY COMMUNITY OFFICE OFFICE BUILDING 17601 59TH AVE NE ARLINGTON, WA 98223 TELECOMMUNICATIONS AND AV AND PROVIDE ALL REQUIRED MOUNTING 5. POWERED PARTITION CIRCUIT HOMERUN SHALL INCLUDE A SHARED 5 REFER TO AV DRAWINGS FOR WALL DISPLAY RECEPTACLE HEIGHT. PROJECT: PLATES AND ADAPTERS FOR A COMPLETE AND OPERATIONAL SYSTEM. NEUTRAL. PANELBOARD CIRCUIT BREAKERS SHALL INCLUDE MULTI-POLE 19 FURNITURE SYSTEM POWER SPLIT LOCATION. COORDINATE WITH BUILDING IDENTIFIER: REFER TO DETAILS 2/E7.03 AND 3/E7.03 FOR ADDITIONAL INFORMATION. HANDLE TIE TO COMPLY WITH NEC 605.7. 6 PROVIDE RECESSED JUNCTION BOX WITH COVERPLATE. PROVIDE 2"C FURNITURE INSTALLER. WITH PULLSTRING TO ACCESSIBLE CEILING SPACE. 20 PROVIDE CONNECTION TO PROJECTOR SCREEN. PROVIDE 7 POWER OUTLET FOR INSTA-HOT. INTERCONNECTIONS TO AV SYSTEM. A.1 8 PROVIDE CONNECTION TO ELEVATOR SHUNT-TRIP MAIN DISCONNECT. PROVIDE CONNECTION TO MOTORIZED SHADE MOTOR LOGIC REFER TO E6.11 FOR ELEVATOR CONDUIT AND CONDUCTOR SIZE. CONTROLLER(S). VERIFY QUANTITY OF CONTROLLERS WITH SHOP SHEET TITLE: 21 DRAWINGS. COORDINATE FINAL LOCATIONS OF CONTROLLERS AND POWER FLOOR 9 PROVIDE CONNECTION TO ELEVATOR CAB LIGHTING AND POWER. CONTROL SWITCH LOCATIONS WITH ARCHITECT. PLAN - LEVEL 1 COORDINATE REQUIRMENTS WITH ELEVATOR SUPPLIER. REFER TO DETAIL 1/E7.02 FOR ADDITIONAL INFORMATION. 22 PROVIDE LINE VOLTAGE INTERCONNECTION BETWEEN SHADE MOTOR AND MOTOR LOGIC CONTROLLER PER FLAGNOTE 21. 10 PROVIDE JUNCTION BOX ABOVE ACCESSIBLE CEILING SPACE. MAKE POWER CONNECTION TO MODULAR POWER BOX. MODULAR POWER BOX LEAD: DF PROVIDED BY MANUFACTURER. MAKE ALL PLUG AND PLAY POWER DRAFTER: CT CONNECTIONS BETWEEN PRE-WIRED DEVICES AND MODULAR POWER BOX. COORDINATE REQUIREMENTS WITH DEMOUNTABLE PARTITION DATE: 08/06/24 INSTALLER. SHEET: 11 RECEPTACLE INTEGRAL TO DEMOUNTABLE PARTITION INSTALLER. E2.11 SHEET OF ROLLUDA ARCHITECTS, INC. 105 S MAIN ST, #323 SEATTLE, WA 98104 PHONE (206)624-4222 FAX (206)624-4226 A B C C.8 C.9 D E F G H J K 1201 third avenue, ste 600 seattle, wa 98101 206.448.3376 www.hargis.biz 2 1 2 3 1 1 2 2 1 1 1 2 2 2'-1 1/4" 1 2 1 2 1 1 1 1 4 1 1 4 4 S N IO T A IC N IF 4'-0" IO D T O 1 C M UP U N 1 R 2 2 2 2 T IO 1 S T 1 (N) NO CU 1 C RT R S O N F O D 1 C 3 E 2 T U S MOP DRYING RACK S 0D O REVISION IS F P 2'-6" 2 3 4 3 /2 /2 /2X 2 2 2 2 2 2 1 8 /2 /2 /X 6 6 2 X 0 0 X DATE 3 3 0 1 2 3 3 NO. 8 SHEET NOTES: 1. COORDINATE INSTALLATION OF TELECOMMUNICATIONS AND SECURITY SYSTEM EQUIPMENT, DEVICES AND CABLING SYSTEMS WITH OWNER AND/OR OWNER'S VENDORS. 2. VERIFY ALL TELECOMMUNICATIONS AND SECURITY SYSTEM DEVICE LOCATIONS AND SYSTEM REQUIREMENTS WITH OWNER PRIOR TO INSTALLATION. CONFIRM TELECOMMUNICATION PORT AND CABLING QUANTITIES ROUTING, ROOM AND CONNECTION POINTS WITH OWNER. 3. PROVIDE ALL ROUGH-IN BOXES, RACEWAYS AND WIRING PER STRYKER INSTALLATION REQUIREMENTS. 4. REFER TO ARCHITECTURAL DRAWINGS FOR DEVICE HEIGHTS. SNOHOMISH COUNTY PUD NORTH COUNTY COMMUNITY OFFICE OFFICE BUILDING 17601 59TH AVE NE ARLINGTON, WA 98223 PROJECT: BUILDING IDENTIFIER: A.1 SHEET TITLE: LOW VOLTAGE FLOOR PLAN - LEVEL 1 LEAD: DF DRAFTER: CT DATE: 08/06/24 SHEET: E2.11A SHEET OF ROLLUDA ARCHITECTS,INC 105 S MAIN ST, #323 SEATTLE, WA 98104 PHONE (206) 624-4222 FAX (206) 624-4226 A NETWORK SWITCH B C C.8 C.9 D E F G H J K CAM SE7.05/ 3 016 17 9 8 W 9' - 6" AFF C S S 1 S COMM/FIBER 138 S EEO EEO 16 SE7.01/ 1 16 SE7.01/ 1 COMM/FIBER 138 103D 103E 1201 third avenue, ste 600 seattle, wa 98101 206.448.3376 NETWORK SWITCH NETWORK SWITCH CAM HC CAM HC COMM/FIBER 138 SE7.05/ 2 C SE7.05/ 2 C 8 10 ACD www.hargis.biz COMM/FIBER 138 017 015 ACD SE7.02/ 1 S 110B SE7.02/ 1 NETWORK SWITCH CR CAM 107B 8 10 15 S COMM/FIBER 138 SE7.05/ 4 C ACD 020 S 16 ELR S 9' - 6" AFF CR ELR SE7.01/ 3 103A S 2 NETWORK SWITCH S 16 COMM/FIBER 138 CR CAM 9' - 6" AFF COMM/FIBER 138 ACD S SE7.05/ 4 C ACD SE7.01/ 3 S 014 CR SE7.02/ 2 107A ELR ELR S 102A COMM/FIBER 138 S ACD COMM/FIBER 138 COMM/FIBER 138 SE7.01/ 3 ACD ACD S SE7.01/ 3 103B SE7.02/ 2 CR 108A S CR S 15 110A NETWORK SWITCH CR S ELR S ELR S CAM S S S S SE7.05/ 2 COMM/FIBER 138 019 S S 2'-1 1/4" ELR ACD CR CR ELR ELR SE7.01/ 3 3 112A C C HC HC 17 9 8 NETWORK SWITCH CAM NETWORK SWITCH SE7.05/ 1 C CAM 013 AC SE7.05/ 2 COMM/FIBER 138 018 DR NETWORK SWITCH COMM/FIBER 138 SE7.04/ 3 COMM/FIBER 138 CAM ACD COMM/FIBER 138 007 ACD SE7.05/ 4 SE7.02/ 4 DR S SE7.01/ 3 011 COMM/FIBER 138 CR ACD 143A SE7.04/ 3 113A 10 SE7.02/ 1 16 008 S COMM/FIBER 138 122A ACD DR DR ELR 11 2 ELR SE7.02/ 3 S S S 100A S 16 19 20 C 4 CR CR COMM/FIBER 138 9' - 6" AFF ELR DOOR 100A COMM/FIBER 138 S ELR S ELR DS ACD ACD S SE7.01/ 3 S SE7.02/ 3 15 SE7.01/ 3 S 15 100A S DS HC CR 101B CR S COMM/FIBER 138 124A 8 10 15 CR 13 S S ACD SCR 5 C S S SE7.01/ 3 CR 13 4'-0" 109A ELR COMM/FIBER 138 CAM ACD SE7.05/ 2 S UP NETWORK SWITCH CR SE7.01/ 3 001 COMM/FIBER 138 S ACD W 122B NETWORK SWITCH SE7.01/ 3 9' - 6" AFF CAM COMM/FIBER 138 C 143C(N) DR ELR SE7.05/ 2 029 SE7.04/ 3 8 9 17 CR S HC 006 S NETWORK SWITCH COMM/FIBER 138 17 9 8 C 21 2 NETWORK SWITCH ACD CAM DR CAM SE7.05/ 3 C SE7.02/ 4 SE7.05/ 1 140A 009 AC 026 NETWORK SWITCH COMM/FIBER 138 CAM DR 15 S SE7.05/ 4 SE7.04/ 3 MOP DRYING RACK 10' - 0" AFF C 010 REVISION ISSUED FOR CONSTRUCTION FD 021 POST CONSTRUCTION MODIFICATIONS 004 21 21 21 2 DR S S COMM/FIBER 138 NETWORK SWITCH 2 21 2 21 C AC 2'-6" CR ELR ACD CAM ELR NETWORK SWITCH SE7.01/ 3 SE7.05/ 1 2 2 NETWORK SWITCH CAM 125A CAM S 024 SE7.05/ 4 SE7.05/ 1 007 CR S CR DR DR 025 S ELR 6 DATE 06/21/22 02/28/23 XX/XX/24 COMM/FIBER 138 COMM/FIBER 138 S S 8 10 DR C AC DR ACC DR DR C C C NETWORK SWITCH 0 1 2 SE7.04/ 3 ELR NETWORK SWITCH 10 S SE7.04/ 3 ELR S CAM S 10' - 0" AFF CAM NO. 003 ACC 005 COMM/FIBER 138 CR S SE7.05/ 4 9' - 6" AFF CR SE7.05/ 4 C AC 15 10 8 S 9' - 6" AFF S NETWORK SWITCH ACD S 006 008 CAM S ELR 16 SE7.01/ 3 CR COMM/FIBER 138 SE7.05/ 1 139A COMM/FIBER 138 COMM/FIBER 138 ELR ACD S 023 6 ACD ACD SE7.01/ 3 ACP SE7.01/ 3 SE7.01/ 3 S NETWORK SWITCH CR 126B CAM 138A 128B AC 8 10 SE7.05/ 1 C 7 6 5 ACP FA 7 022 COMM/FIBER 138 DR NETWORK SWITCH ACD CAM SE7.01/ 3 SE7.04/ 3 COMM/FIBER 138 COMM/FIBER 138 NETWORK SWITCH SE7.06/ 1 126A 002 EEO CAM 005 SE7.01/ 1 SE7.05/ 1 T 137B 021 NETWORK SWITCH CAM C S 8 COMM/FIBER 138 S DR SE7.05/ 1 17 9 8 SE7.04/ 3 002 C NETWORK SWITCH 001 CAM W SE7.05/ 3 10' - 0" AFF 004 TRUE 1 SECURITY DEVICE PLAN - LEVEL 1 N SE2.01 SCALE: 1/8" = 1'-0" GENERAL NOTES FLOOR PLAN KEYNOTES # SHEET LEGEND 1. ALL WORK SHOWN SHALL BE COORDINATED WITH ALL OTHER PROJECT DISCIPLINE DOCUMENTS TO AVOID CONFLICTS. 2 DURESS ALARM SHALL BE MOUNTED TO UNDER SIDE OF SECURITY DESK. 17 GENERAL CONTRACTOR SHALL PROVIDE (1) 3/4" CONDUIT CONTINUOUSLY FROM CAMERA BACK BOX TO SECURITY SYSTEM IP VIDEO SECURITY AND INTERCOM SYSTEM NEAREST CABLE TRAY. ACP ACCESS CONTROL PANEL X MULTI-LENS CAMERA, MOUNTED W/ BRACKET 2. COORDINATE WITH OWNER REPRESENTATIVE FOR EXACT LOCATION OF ALL WALL MOUNTED DEVICES. FINAL WALL 5 FIRE ALARM RELAY FOR INTEGRATION WITH ACCESS CONTROL SYSTEM. C (W - WALL BRACKET MOUNTED) DEVICE LOCATIONS SHALL BE REVIEWED AND ACCEPTED BY OWNER REPRESENTATIVE PRIOR TO ROUGH-IN COMPLETION. 19 SECURITY JUNCTION BOX MOUNTED ABOVE ACCESS PANEL. S CR CARD READER IN / OUT (PO - POLE MOUNTED) 6 PROVIDE (2) DEDICATED 120VAC, 20 AMPS CIRCUIT AND HARDWIRED CONNECTION TO ACCESS CONTROL (HC - HARD CEILING MOUNTED) (BR - BIOMETRIC READER) 3. CONDUIT PATHWAYS AND CORE DRILL PENETRATIONS SHALL BE PROVIDED BY ELECTRICAL CONTRACTOR.SECURITY POWER SUPPLIES. 20 SECURITY CONTRACTOR SHALL ROUTE INTERCOM STATION CABLING (CATEGORY 6 &22AWG-4COND) AND (CR - CARD READER) X 360 DEGREE CAMERA, CEILING MOUNTED CONTRACTOR SHALL PROVIDE ON-SITE COORDINATION FOR CONDUIT ROUGH-IN. SPARE 22SWG-4COND. CABLE CONTINUOUSLY TO COMM/FIBER ROOM 138. (CR/M - CARD READER, MULLION MOUNT) (CR/P - CARD READER WITH PIN) C (AC - ACCESSIBLE CEILING MOUNTED) 7 FIRE RATED PLYWOOD BACKBOARD FOR SECURITY ENCLOSURES ARE PROVIDED BY (HC - HARD CEILING MOUNTED) 4. SECURITY DEVICES SHALL HAVE (1) 3/4"C FROM BACKBOX TO NEAREST ACCESSIBLE CEILING SPACE UON. TELECOMMUNICATIONS CONTRACTOR. SECURITY CONTRACTOR SHALL COORDINATE WITH 21 PROVIDE DEDICATED 5" MONITOR TO VIEW TELLER WINDOW. PLACEMENT OF MONITOR TO BE DAR DURESS ALARM RECEIVER (ST - STRUCTURE MOUNTED / BEAM MOUNTED) (P - PENDANT MOUNTED) TELECOMMUNICATIONS CONTRACTOR PRIOR TO INSTALLATION. COORDINATED WITH DISTRICT. (T - CABLE TRAY MOUNTED) 5. SECURITY DEVICE CABLING SHALL BE ROUTED AT STRUCTURE VIA OPEN CABLING METHODS. PROVIDE DEDICATED S DOOR POSITION SWITCH, RECESSED J-HOOKS SUPPORTED FROM STRUCTURE SPACED â‰¤4'-0" INTERVAL. OPEN CABLING PATHWAY SHALL BE A MINIMUM +10'-0" 8 PROVIDE UV RATED SEALANT AROUND SECURITY DEVICE TO CREATE A WEATHERTIGHT SEAL. X CAMERA, CEILING MOUNTED AFF AT ALL TIMES OR CABLING MUST BE ROUTED WITHIN CONDUIT. FINAL PATHWAYS SHALL BE COORDINATED WITH LOCAL NOISE (SOUNDER), WALL MOUNTED C (AC - ACCESSIBLE CEILING MOUNTED) S (HC - HARD CEILING MOUNTED) OTHER TRADES AND EXISTING CONDITIONS. 9 CAMERA SHALL BE FLUSHED MOUNTED TO OCTAGONAL WEATHER PROOF BOX. (ST - STRUCTURE MOUNTED / BEAM MOUNTED) WIRELESS DURESS ALARM BUTTON (P - PENDANT MOUNTED) WDR 10 PROVIDE (1) 3/4" EMT CONDUIT CONTINUOUSLY FROM CARD READER BACKBOX TO SECURITY JUNCTION (T - CABLE TRAY MOUNTED) SNOHOMISH COUNTY PUD NORTH COUNTY COMMUNITY OFFICE OFFICE BUILDING 17601 59TH AVE NE ARLINGTON, WA 98223 6. ALL SECURITY NON-IP DEVICES SHALL BE INSTALLED WITH AN END OF LINE RESISTOR AT THE DEVICE END. ON THE SECURED SIDE OF THE DOOR. X CAMERA, WALL MOUNTED PROJECT: 7. ALL ELECTRIFIED LOCKING HARDWARE ARE PROVIDED UNDER DIV 08 WITH FINAL WIRING AND CONNECTIONS TO THE EL ELECTRIFIED LOCKSET / EXIT DEVICE C (IB - I-BEAM / COLUMN MOUNTED) BUILDING IDENTIFIER: SECURITY SYSTEM BY SECURITY CONTRACTOR. 11 PROVIDE (1) 2"EMT CONDUIT FROM DESK. UP THROUGH NEAREST WALL CAVITY TO ACCESSIBLE CEILING (LPR - LICENSE PLATE READER) (M - MULLION MOUNTED) SPACE FOR FUTURE SECURITY UPGRADE. CONDUIT SHALL BE STUBBED UP 6"AFF UNDER THE DESK. ELR ELECTRIFIED LOCKSET / EXIT DEVICE W/ INTEGRATED (S - SURFACE MOUNTED) 8. FOR CABLE REQUIREMENTS REFER TO CABLE LEGEND ON SHEET SE0.01 FOR ADDITIONAL INFORMATION. MICRO SWITCH (PO - POLE MOUNTED) (W - WALL BRACKET MOUNTED) 13 CARD READER SHALL BE MOUNTED TO PEDESTAL. PROVIDE (1) 2" CONDUIT FROM PEDESTAL TO A.1 FA FIRE ALARM CONTACT SECURITY JUNCTION ON THE SECURED SIDE OF THE DOOR. DS INTERCOM DOOR STATION, WALL MOUNTED HUA HOLD UP ALARM 15 AUTO OPERATOR PROVIDED BY OTHER. SECURITY CONTRACTOR SHALL PROVIDE INTEGRATION MS INTERCOM MASTER STATION, DESK MOUNTED SHEET TITLE: BETWEEN AUTO OPERATOR AND SECURITY SYSTEM. SECURITY DEVICE PLAN - LEVEL 1 16 GENERAL CONTRACTOR SHALL PROVIDE (1) 1-1/2" CONDUIT CONTINUOUSLY FROM SECURITY JUNCTION BOX TO NEAREST CABLE TRAY. LEAD: DF DRAFTER: CT DATE: 08/06/24 SHEET: SE2.01 SHEET OF ROLLUDA ARCHITECTS, INC. 105 S MAIN ST, #323 SEATTLE, WA 98104 PHONE (206)624-4222 FAX (206)624-4226 A B C C.8 C.9 D E F G H J K 1 1201 third avenue, ste 600 FCU-107 seattle, wa 98101 206.448.3376 GL2-18,20 M www.hargis.biz J LARGE CONFERENCE ROOM OFFICE / CONF ROOM 103 ENTRY VEST CONF ROOM 119 110 115 BREAK ROOM 107 2 EUH-01 MOTHERS ROOM GL2-6,8 GL2-6,8 112 GHB-2 FCU-118D FCU-119 M M GL2-6,8 M M J CREW ROOM FCU-118B PUBLIC RESTROOM 121 106 FCU-103B M GL2-18,20 J J J J J CONF ROOM STOR 102 GL-1 1 GL-1,3 GL2-18,20 J FCU-115 M M 3 FCU-103A CONF ROOM STOR M GL2-6,8 GL-3 GL2-6,8 GL2-6,8 M TP-1 108 M GL2-6,8 GL-3 2 FCU-118C GL2-6,8 FCU-121B FCU-112 AC-01 M FCU-118A FCU-121A PUBLIC RESTROOM GL2-18,20 5 GL-41 M M 4 ELEV RM GL2-14,16 105 J M M GLA1-21,23 GL2-6,8 114 J ENTRY VEST M 6 ENTRY VEST FCU-109 FCU-141C 100 LOBBY GL-1 1 FCU-113 OPEN OFFICE FLEX/ ADMIN/ GL2-18,20 GL2-10,12 122 GL2-18,20 FOREMEN/ SERVICEMEN 101 OFFICE / CONF ROOM FCU-116 118 GL-3 2 SP-01 116 GL2-6,8 UPSB-57,59 4 M GL-7 GL-5 EUH-03 UPSB-57,59 CORRIDOR UPSB-57,59 GHB-6 M 2 1 BC-03 117 BC-04 GL-5,7 GL2-10,12 5 PRIVACY ROOM GL-7 M FCU-101 CASH COUNTING CORRIDOR TP-1 J 113 MEN'S RESTROOM 109 UPSB-45,47 123 CUST/ UTIL CLOSET BC-01 M M GL2-14,16 M J 135 M J 124 UPSB-45,47 J M UPSB-45,47 MEN'S LOCKER ROOM SHOWER 6 STAIR 02 FCU-141C FCU-141A GL-5 GL-5 134 ADA SHOWER 130 EWH-01 BC-02 GL2-14,16 GL2-10,12 GL2-10,12 1 1 131 FCU-134 GHB-31,33,35 ST-2 M J J J J GL2-14,16 OPEN OFFICE ENG/ DES M GL2-10,12 GLA2-25 CSR LOBBY/ OFFICE M J GL2-14,16 141 RESTROOMS VEST 143 GL2-10,12 140 M REVISIONISSUED FOR CONSTRUCTIONFD 021POST CONSTRUCTION MODIFICATIONS FCU-143A FCU-141B J FCU-143C GL2-10,12 J ADA SHOWER SHOWER DWCP-01 M GL2-14,16 132 129 WOMEN'S LOCKER ROOM FCU-133 GLA1-17,19 WOMEN'S RESTROOM 133 SPRINKLER/ MECH ROOM GL-7 M GL2-14,16 FCU-142 DATE06/21/2202/28/23XX/XX/24 GHB-8 2 136 125 EUH-05 EUH-04 6 0 1 2 NO. FCU-143B 4 AC-02A J J AC-03A M GL-41 5 M GL2-10,12 GL-41 ENTRY VEST WELLNESS WEIGHT/ EQUIP M 5 GL-41 4 139 128 AC-02B M OFFICE/ CONF ROOM GL-41 5 M FCU-137 M 1 4 GL2-10,12 142 BC-05 AC-03B E5.01 7 UPSB-57,59 M 5 GL-41 FCU-128 4 WELLNESS AEROBICS COMM/ FIBER ROOM ELECTRICAL ROOM 137 138 126 8 TRUE 1 MECHANICAL POWER PLAN - LEVEL 1 N SHEET NOTES FLAG NOTES E2.41 SCALE: 1/8" = 1'-0" 1. COORDINATE ELECTRICAL WITH ALL OTHER PROJECT DISCIPLINE DOCUMENTS TO AVOID CONFLICTS. 1 PROVIDE CONNECTION TO FLUSH VALVE TRANSFORMER. COORDINATE LOCATION AND 2. REFER TO MECHANICAL EQUIPMENT SCHEDULE ON SHEET E6.01 REQUIREMENTS WITH DIVISION 22. FOR MECHANICAL RACEWAY AND CONDUCTOR SIZES. 2 PROVIDE CONNECTION TO ELECTRONIC FAUCET 3. PROVIDE CLEARANCE PER NEC FOR ALL DISCONNECT SWITCHES. TRANSFORMER. COORDINATE LOCATION AND COORDINATE EXACT LOCATIONS WITH FINAL MECHANICAL REQUIREMENTS WITH DIVISION 22. EQUIPMENT. WALL MOUNT DISCONNECT SWITCHES AND/OR PROVIDE UNISTRUT MOUNTING FRAME AS REQUIRED. DO NOT 3 BRANCH CIRCUIT SIZED PER MECHANICAL EQUIPMENT MOUNT DISCONNECT SWITCHES DIRECTLY TO MECHANICAL SCHEDULE ON SHEET E6.01. TAP BRANCH CIRCUIT EQUIPMENT. SUSPEND DISCONNECT SWITCHES FROM FROM FEEDER. STRUCTURE AND LOCATE ADJACENT TO UNITS OUTSIDE OF EQUIPMENT CLEAR SPACE. 4 PROVIDE POWER CONNECTION TO AC UNIT FROM CONDENSING UNIT. PROVIDE CONDUIT AND 4. ROUTE ALL HORIZONTAL CONDUITS WITHIN CEILING AREAS TIGHT CONDUCTORS REQUIRED FOR INSTALLATION. TO STRUCTURE. CONDUIT SERVING ROOF-MOUNTED EQUIPMENT COORDINATE INTERCONNECTION WITH DIVISON 23. SHALL BE ROUTED THROUGH ROOF CURB. WHEN ROOF CURB IS NOT PRESENT, PROVIDE NEW ROOF PENETRATION WITH 5 PROVIDE CONNECTION TO CONDENSATE PUMP. LANDLORD APPROVED PIPE FLASHING AND SEALANT METHODS. COORDINATE LOCATION WITH DIVISION 22. CONDUITS SHALL NOT BE ROUTED HORIZONTALLY ON ROOF WITHOUT PRIOR APPROVAL FROM ENGINEER 6 RELOCATE 'FCU-141C' AND EXTEND EXISTING CONDUITS AND CONDUCTORS TO REVISED LOCATION. SNOHOMISH COUNTY PUDNORTH COUNTY COMMUNITY OFFICEOFFICE BUILDING17601 59TH AVE NEARLINGTON, WA 98223 COORDINATE EXACT LOCATION WITH MECHANICAL PROJECT: DRAWINGS. BUILDING IDENTIFIER: A.1 SHEET TITLE: MECHANICAL POWER PLAN - LEVEL 1 LEAD: DF DRAFTER: TC DATE: Issue Date SHEET: E2.41 SHEET OF ROLLUDA ARCHITECTS, INC. 105 S MAIN ST, #323 SEATTLE, WA 98104 PHONE (206)624-4222 FAX (206)624-4226 A B C C.8 C.9 D E F G H J K 1 1201 third avenue, ste 600 seattle, wa 98101 206.448.3376 www.hargis.biz 2 GHB-16,18,20 3 GHB-28 EUH-07 EUH-09 2 E5.01 4 5 2 M AC-04A 1 GL-43 2 AC-04B M GHB-10,12,14 1 GL-43 REVISIONISSUED FOR CONSTRUCTIONFD 021POST CONSTRUCTION MODIFICATIONS EUH-06 GHB-22,24,26 DATE06/21/2202/28/23XX/XX/24 EUH-08 6 0 1 2 NO. 7 8 SHEET NOTES FLAG NOTES 1. COORDINATE ELECTRICAL WITH ALL OTHER PROJECT DISCIPLINE DOCUMENTS TO AVOID CONFLICTS. 1 PROVIDE POWER CONNECTION TO AC UNIT FROM CONDENSING UNIT. PROVIDE CONDUIT AND 2. REFER TO MECHANICAL EQUIPMENT SCHEDULE ON SHEET E6.01 CONDUCTORS REQUIRED FOR INSTALLATION. FOR MECHANICAL RACEWAY AND CONDUCTOR SIZES. COORDINATE INTERCONNECTION WITH DIVISON 23. 3. PROVIDE CLEARANCE PER NEC FOR ALL DISCONNECT SWITCHES. 2 PROVIDE CONNECTION TO CONDENSATE PUMP. COORDINATE EXACT LOCATIONS WITH FINAL MECHANICAL COORDINATE LOCATION WITH DIVISION 22. EQUIPMENT. WALL MOUNT DISCONNECT SWITCHES AND/OR PROVIDE UNISTRUT MOUNTING FRAME AS REQUIRED. DO NOT TRUE MOUNT DISCONNECT SWITCHES DIRECTLY TO MECHANICAL EQUIPMENT. SUSPEND DISCONNECT SWITCHES FROM STRUCTURE AND LOCATE ADJACENT TO UNITS OUTSIDE OF 1 MECHANICAL POWER PLAN - LEVEL 2 N EQUIPMENT CLEAR SPACE. E2.42 SCALE: 1/8" = 1'-0" 4. ROUTE ALL HORIZONTAL CONDUITS WITHIN CEILING AREAS TIGHT TO STRUCTURE. CONDUIT SERVING ROOF-MOUNTED EQUIPMENT SHALL BE ROUTED THROUGH ROOF CURB. WHEN ROOF CURB IS NOT PRESENT, PROVIDE NEW ROOF PENETRATION WITH LANDLORD APPROVED PIPE FLASHING AND SEALANT METHODS. CONDUITS SHALL NOT BE ROUTED HORIZONTALLY ON ROOF WITHOUT PRIOR APPROVAL FROM ENGINEER. SNOHOMISH COUNTY PUDNORTH COUNTY COMMUNITY OFFICEOFFICE BUILDING17601 59TH AVE NEARLINGTON, WA 98223 PROJECT: BUILDING IDENTIFIER: A.1 SHEET TITLE: MECHANICAL POWER PLAN - LEVEL 2 LEAD: DF DRAFTER: TC DATE: Issue Date SHEET: E2.42 SHEET OF ROLLUDA ARCHITECTS, INC. 105 S MAIN ST, #323 SEATTLE, WA 98104 PHONE (206)624-4222 FAX (206)624-4226 1201 third avenue, ste 600 seattle, wa 98101 206.448.3376 www.hargis.biz GHB-1,3,5 GLA1-41 1 UPSB-49,51 N,WP,GF DOAS-01 GH-13,15,17 GLA1-9,11 GLA1-13,15 HP-04 CU-01 HP-01 GL2-33,35 GL2-29,31 CU-04A CU-04B GLA1-41 N,WP,GF GLA1-1,3 GLA1-5,7 GH-19,21,23 HP-02 HP-05 GLA1-41 GHB-7,9,11 HP-03 N,WP,GF GHB-13,15,17 REVISIONISSUED FOR CONSTRUCTIONFD 021POST CONSTRUCTION MODIFICATIONS UPSB-49,51 1 1 UPSB-49,51 U,WP,GF UPSB-49,51 3 DOAS-02 DOAS-03 UPSB-53 N,WP,GF UPSB-53 DATE06/21/2202/28/23XX/XX/24 0 1 2 GLA1-41 NO. GLA1-41 GL2-22,24 GL2-30,32 N,WP,GF N,WP,GF GLA1-41 CU-02A CU-03A GLA1-41 GL2-26,28 GL2-34,36 CU-02B CU-03B 1 MECHANICAL POWER ROOF PLAN E2.43 SCALE: 1/8" = 1'-0" RECEPTACLE POWER LEGEND: SHEET NOTES FLAG NOTES 1. COORDINATE ELECTRICAL WITH ALL OTHER PROJECT DISCIPLINE N N , EQUIPMENT POWER SUPPLIED BY NORMAL POWER DOCUMENTS TO AVOID CONFLICTS. 1 PROVIDE CONNECTION TO COMMUNICATIONS CONTROL BOX AT DOAS UNIT. 2. REFER TO MECHANICAL EQUIPMENT SCHEDULE ON SHEET E6.01 U U , EQUIPMENT POWER SUPPLIED BY UPS FOR MECHANICAL RACEWAY AND CONDUCTOR SIZES. 2 MOUNT OUTLET TO MECHANICAL CURB. SNOHOMISH COUNTY PUDNORTH COUNTY COMMUNITY OFFICEOFFICE BUILDING17601 59TH AVE NEARLINGTON, WA 98223 3. PROVIDE CLEARANCE PER NEC FOR ALL DISCONNECT SWITCHES. 3 PROVIDE OUTLET MOUNTED WITHIN BROADBAND ROOF COORDINATE EXACT LOCATIONS WITH FINAL MECHANICAL ENCLOSURE. COORDINATE EXACT LOCATION OF PROJECT: EQUIPMENT. WALL MOUNT DISCONNECT SWITCHES AND/OR ENCLOSURE WITH DIV 27. BUILDING IDENTIFIER: PROVIDE UNISTRUT MOUNTING FRAME AS REQUIRED. DO NOT MOUNT DISCONNECT SWITCHES DIRECTLY TO MECHANICAL EQUIPMENT. SUSPEND DISCONNECT SWITCHES FROM STRUCTURE AND LOCATE ADJACENT TO UNITS OUTSIDE OF EQUIPMENT CLEAR SPACE. A.1 4. ROUTE ALL HORIZONTAL CONDUITS WITHIN CEILING AREAS TIGHT TO STRUCTURE. CONDUIT SERVING ROOF-MOUNTED EQUIPMENT SHALL BE ROUTED THROUGH ROOF CURB WITH OWNER SHEET TITLE: APPROVED PIPE FLASHING AND SEALANT METHODS. CONDUITS MECHANICAL SHALL NOT BE ROUTED HORIZONTALLY ON ROOF WITHOUT PRIOR APPROVAL FROM ENGINEER. POWER ROOF PLAN LEAD: DF DRAFTER: TC DATE: Issue Date SHEET: E2.43 SHEET OF ROLLUDA ARCHITECTS, INC. MECHANICAL AND PLUMBING EQUIPMENT SCHEDULE LIGHT FIXTURE SCHEDULE 105 S MAIN ST, #323 SEATTLE, WA 98104 UNIT ELEC. CHARACTERISTICS FEEDER (COPPER) DISCONNECT SWITCH UNIT TYPE DESCRIPTION MANUFACTURER MODEL LAMP INPUT INPUT REMARKS UNIT DESCRIPTION NOTES QTY TYPE VOLTS WATTS PHONE (206)624-4222 NUMBER KW HP FLA VOLT PHASE MCA MOCP DESCRIPTION SIZE FUSE NUMBER FAX (206)624-4226 DOAS-01 DOAS UNIT - - - 480 3 8 15 3/4"C, 3#12, 1#12 N, 1#12 GND 30 - 2 DOAS-01 L1D 4' INDIRECT/DIRECT, LINEAR PENDANT AXIS TB2DILED-400-400-80-35-SO-SO-4-XX-XX-UNV-DP-1 INC LED UNV 28 1 RECEPTION 3500K DOAS-02 DOAS UNIT - - - 480 3 8 15 3/4"C, 3#12, 1#12 N, 1#12 GND 30 - 2 DOAS-02 3168 LM DOAS-03 DOAS UNIT - - - 480 3 8 15 3/4"C, 3#12, 1#12 N, 1#12 GND 30 - 2 DOAS-03 L2 2X4' RECESSED TROFFER SIGNIFY 2-STX-G-48L-835-4-D-UNV-DIM INC LED UNV 41 FCU-103A VRF HEAT PUMP - INDOOR UNIT - - - 208 1 1.8 15 3/4"C, 2#12, 1#12 N, 1#12 GND $ - 1 FCU-103A DAYBRITE 3500K 4800 LM FCU-103B VRF HEAT PUMP - INDOOR UNIT - - - 208 1 1.8 15 3/4"C, 2#12, 1#12 N, 1#12 GND $ - 1 FCU-103B FCU-107 VRF HEAT PUMP - INDOOR UNIT - - - 208 1 1.8 15 3/4"C, 2#12, 1#12 N, 1#12 GND $ - 1 FCU-107 L3D 4' INDIRECT/DIRECT, LINEAR PENDANT FINELITE S12-LED-ID-DCO-4-2E-H-835-OPEN-277-SC-FA-CE-C1 INC LED 277 28.8 1 OFFICE 3500K FCU-101 VRF HEAT PUMP - INDOOR UNIT - - - 208 1 1.8 15 3/4"C, 2#12, 1#12 N, 1#12 GND $ - 1 FCU-101 3721 LM FCU-143A VRF HEAT PUMP - INDOOR UNIT - - - 208 1 1.6 15 3/4"C, 2#12, 1#12 N, 1#12 GND $ - 1 FCU-143A L4 1X4' RECESSED TROFFER SIGNIFY 1-STX-G-30L-835-4-D-UNV-DIM INC LED UNV 26 FCU-143B VRF HEAT PUMP - INDOOR UNIT - - - 208 1 2.5 15 3/4"C, 2#12, 1#12 N, 1#12 GND $ - 1 FCU-143B (L4D) DAYBRITE 3500K 3000 LM FCU-143C VRF HEAT PUMP - INDOOR UNIT - - - 208 1 0.3 15 3/4"C, 2#12, 1#12 N, 1#12 GND $ - 1 FCU-143C 1201 third avenue, ste 600 L5D 2x2' RECESSED TROFFER SIGNIFY 2-STX-G-38L-835-2-D-UNV-DIM INC LED UNV 34 FCU-142 VRF HEAT PUMP - INDOOR UNIT - - - 208 1 0.8 15 3/4"C, 2#12, 1#12 N, 1#12 GND $ - 1 FCU-142 DAYBRITE 3500K seattle, wa 98101 3800 LM 206.448.3376 FCU-109 VRF HEAT PUMP - INDOOR UNIT - - - 208 1 0.3 15 3/4"C, 2#12, 1#12 N, 1#12 GND $ - 1 FCU-109 FCU-112 VRF HEAT PUMP - INDOOR UNIT - - - 208 1 0.3 15 3/4"C, 2#12, 1#12 N, 1#12 GND $ - 1 FCU-112 L6 6" D ROUND RECESSED DOWNLIGHT ACUITY ENGINE: L6-13LM-35K-MVOLT-G4-80CRI-GZ1 INC LED UNV 11.8 www.hargis.biz (L6D) INDY REFLECTOR: HM-CD 3500K FCU-113 VRF HEAT PUMP - INDOOR UNIT - - - 208 1 0.3 15 3/4"C, 2#12, 1#12 N, 1#12 GND $ - 1 FCU-113 1300 LM FCU-115 VRF HEAT PUMP - INDOOR UNIT - - - 208 1 0.8 15 3/4"C, 2#12, 1#12 N, 1#12 GND $ - 1 FCU-115 L7 4' LINEAR LED STRIP, FROSTED ACRYLIC DIFFUSER, WIDE DISTRIBUTION, LITHONIA ZL1D-L48-SMR-3000LM-FST-MVOLT-35K-80CRI-WH INC LED UNV 30 1 FCU-116 VRF HEAT PUMP - INDOOR UNIT - - - 208 1 1.4 15 3/4"C, 2#12, 1#12 N, 1#12 GND $ - 1 FCU-116 (L7D) 48" SYMMETRIC RELECTOR WITH UPLIGHT, 0-10V DIMMING DRIVER REFLECTOR: ZLR L48 SYM UPL WH 3500K ACCESSORIES: HC36 (CHAIN HANG KIT) 3000 LM FCU-141A VRF HEAT PUMP - INDOOR UNIT - - - 208 1 0.8 15 3/4"C, 2#12, 1#12 N, 1#12 GND $ - 1 FCU-141A FCU-141B VRF HEAT PUMP - INDOOR UNIT - - - 208 1 1.6 15 3/4"C, 2#12, 1#12 N, 1#12 GND $ - 1 FCU-141B L9-# INDIRECT/DIRECT, WALL MOUNTED LINEAR AXIS TB2WDILED-750-500-80-35-SO-SO-4-XX-XX-UNV-DP-1 INC LED UNV 10.8/FT LENGTH PER PLANS 3500K FCU-141C VRF HEAT PUMP - INDOOR UNIT - - - 208 1 0.3 15 3/4"C, 2#12, 1#12 N, 1#12 GND $ - 1 FCU-141C 1240 LM/FT FCU-118A VRF HEAT PUMP - INDOOR UNIT - - - 208 1 0.8 15 3/4"C, 2#12, 1#12 N, 1#12 GND $ - 1 FCU-118A L10 4' SUSPENDED LINEAR LED, FROSTED POLYCARBONATE LENS, VAPOR TIGHT, BEGHELLI BS100LED-4-HT-LO-WT35-120-277V-CH INC LED UNV 50 1 FCU-118B VRF HEAT PUMP - INDOOR UNIT - - - 208 1 1.6 15 3/4"C, 2#12, 1#12 N, 1#12 GND $ - 1 FCU-118B (L10D) WET RATED, CHAIN HANG KIT SUSPENDED ILLUMINIA ACCESSORIES: CH (CHAIN HANG KIT) 3500K FIXTURE TO BE MOUNTED AT +15' AFF. 5512 LM FCU-118C VRF HEAT PUMP - INDOOR UNIT - - - 208 1 0.8 15 3/4"C, 2#12, 1#12 N, 1#12 GND $ - 1 FCU-118C L11 24" SURFACE MOUNTED UNDERCABINET FIXTURE AIREY 13L-N-35K-24-2-3-D11 INC LED UNV 9 FCU-118D VRF HEAT PUMP - INDOOR UNIT - - - 208 1 0.8 15 3/4"C, 2#12, 1#12 N, 1#12 GND $ - 1 FCU-118D FROSTED LENS, WHITE FINISH 3500K 1090 LM FCU-119 VRF HEAT PUMP - INDOOR UNIT - - - 208 1 0.8 15 3/4"C, 2#12, 1#12 N, 1#12 GND $ - 1 FCU-119 FCU-121A VRF HEAT PUMP - INDOOR UNIT - - - 208 1 1.8 15 3/4"C, 2#12, 1#12 N, 1#12 GND $ - 1 FCU-121A L12 6" D ROUND RECESSED DOWNLIGHT, WET LOCATION ACUITY ENGINE: L6-08LM-35K-MVOLT-G4-80CRI-GZ1 INC LED UNV 11.8 (L12D) INDY REFLECTOR: HM-CD-WET 3500K FCU-121B VRF HEAT PUMP - INDOOR UNIT - - - 208 1 1.8 15 3/4"C, 2#12, 1#12 N, 1#12 GND $ - 1 FCU-121B 1300 LM FCU-134 VRF HEAT PUMP - INDOOR UNIT - - - 208 1 1.4 15 3/4"C, 2#12, 1#12 N, 1#12 GND $ - 1 FCU-134 S3 WALL MOUNTED LED, CAST ALUMINUM HOUSING, CLEAR ACRYLIC LENS AND TEMPERED KIM LIGHTING WDS-D-24L-40-4K8-3-UNV-SCP-20F INC LED UNV 40 FCU-133 VRF HEAT PUMP - INDOOR UNIT - - - 208 1 1.4 15 3/4"C, 2#12, 1#12 N, 1#12 GND $ - 1 FCU-133 GLASS SECONDARY LENS, TYPE 3 DISTRIBUTION, VAPOR TIGHT, WET RATED, 4000K INTEGRAL OCCUPANCY SENSOR (9'-20' HEIGHT), SITESYNC WIRELESS ENABLED 4500 LM FCU-137 VRF HEAT PUMP - INDOOR UNIT - - - 208 1 2.8 15 3/4"C, 2#12, 1#12 N, 1#12 GND $ - 1 FCU-137 FCU-128 VRF HEAT PUMP - INDOOR UNIT - - - 208 1 1.8 15 3/4"C, 2#12, 1#12 N, 1#12 GND $ - 1 FCU-128 S4 WALL MOUNTED LED, CAST ALUMINUM HOUSING, CLEAR ACRYLIC LENS AND TEMPERED KIM LIGHTING WDS-D-24L-40-4K8-4F-UNV-SCP-20F INC LED UNV 40 GLASS SECONDARY LENS, TYPE 4 DISTRIBUTION, VAPOR TIGHT, WET RATED, 4000K HP-01 VRF HEAT PUMP - OUTDOOR UNIT - - - 208 1 16.5 25 3/4"C, 2#10, 1#10 N, 1#10 GND 30 - 2 HP-01 INTEGRAL OCCUPANCY SENSOR (9'-20' HEIGHT), SITESYNC WIRELESS ENABLED 4500 LM HP-02 VRF HEAT PUMP - OUTDOOR UNIT - - - 208 1 29.1 35 3/4"C, 2#8, 1#8 N, 1#10 GND 30 - 2 HP-02 S4A WALL MOUNTED LED, CAST ALUMINUM HOUSING, CLEAR ACRYLIC LENS AND TEMPERED KIM LIGHTING WDS-D-24L-30-4K8-4F-UNV-SCP-20F INC LED UNV 30 - GLASS SECONDARY LENS, TYPE 4 DISTRIBUTION, VAPOR TIGHT, WET RATED, 4000K HP-03 VRF HEAT PUMP - OUTDOOR UNIT - - - 208 1 29.1 35 3/4"C, 2#8, 1#8 N, 1#10 GND 30 - 2 HP-03 INTEGRAL OCCUPANCY SENSOR (9'-20' HEIGHT), SITESYNC WIRELESS ENABLED 3000 LM HP-04 VRF HEAT PUMP - OUTDOOR UNIT - - - 480 3 21.7 25 3/4"C, 3#10, 1#10 N, 1#10 GND 30 - 2 HP-04 X EXIT SIGN, LED, CAST ALUMINUM HOUSING, AC ONLY DUAL LITE SE-S/D-G-W INC LED UNV 2.1 HP-05 VRF HEAT PUMP - OUTDOOR UNIT - - - 480 3 30.4 35 3/4"C, 3#8, 1#8 N, 1#10 GND 30 - 2 HP-05 GREEN LETTERS, WHITE HOUSING AND FACE SINGLE/DOUBLE FACE S N BC-01 VRF HEAT PUMP SCHEDULE - BC CONTROLLER - - - 208 1 0.6 15 3/4"C, 2#12, 1#12 N, 1#12 GND $ - 1 BC-01 IO T BC-02 VRF HEAT PUMP SCHEDULE - BC CONTROLLER - - - 208 1 0.6 15 3/4"C, 2#12, 1#12 N, 1#12 GND $ - 1 BC-02 GENERAL NOTES: A A. COORDINATE FINISH COLOR WITH ARCHITECT FOR ALL FIXTURES. IC BC-03 VRF HEAT PUMP SCHEDULE - BC CONTROLLER - - - 208 1 0.6 15 3/4"C, 2#12, 1#12 N, 1#12 GND $ - 1 BC-03 B. MANUFACTURERS LABELS SHALL NOT BE VISIBLE FROM THE FLOOR FOR ALL LIGHT FIXTURES. N IF BC-04 VRF HEAT PUMP SCHEDULE - BC CONTROLLER - - - 208 1 0.8 15 3/4"C, 2#12, 1#12 N, 1#12 GND $ - 1 BC-04 IO D REMARKS: T O BC-05 VRF HEAT PUMP SCHEDULE - BC CONTROLLER - - - 208 1 0.6 15 3/4"C, 2#12, 1#12 N, 1#12 GND $ - 1 BC-05 1. VERIFY MOUNTING HEIGHT WITH ARCHITECT AND COORDINATE CORRESPONDING SUSPENDED MOUNTING HARDWARE LENGTH WITH FIXTURE MANUFACTURER C M 2. EXIT SIGNS. PROVIDE ALL DIRECTIONAL ARROWS, DOUBLE FACEPLATES, OR BLANK FACEPLATES AS REQUIRED TO CLEARLY IDENTIFY PATH OF EGRESS. U N EUH-01 ELECTRIC UNIT HEATER 4.8 - 17.4 277 1 21.75 25 3/4"C, 1#10, 1#10 N, 1#10 GND - - 4 EUH-01 R T IO EUH-02 NOT USED - - - - - - - - - - - - S T N C O U EUH-03 ELECTRIC UNIT HEATER 4.8 - 17.4 277 1 21.75 25 3/4"C, 1#10, 1#10 N, 1#10 GND - - 4 EUH-03 OFFICE LIGHTING CONTROL SCHEDULE C R T EUH-04 ELECTRIC UNIT HEATER 3.0 - 14.4 208 1 18 20 3/4"C, 2#12, 1#12 GND 30 - 2 EUH-04 AUTO AUTO R S ROOM/SPACE CONTROL SYSTEM AUTO CONTROL MANUAL CONTROL AUTO OFF AUTO ON DAYLIGHTING RECEPTACLE NOTES O N EUH-05 ELECTRIC UNIT HEATER 1.5 - 5.5 277 1 6.875 20 3/4"C, 1#10, 1#10 N, 1#10 GND - - 4 EUH-05 CONTROL CONTROLS F O VESTUBULE DELTA CONTROLS OCCUPANCY SENSOR ON/OFF YES 100% NO NO 1 D 1 C EUH-06 ELECTRIC UNIT HEATER 5.0 - 6 480 3 7.5 20 3/4"C, 3#12, 1#12 GND 30 - 2 EUH-06 LOBBY DELTA CONTROLS OCCUPANCY SENSOR ON/OFF/DIMMING YES 100% NO YES 1 E 2 T HALLWAYS/CORRIDORS DELTA CONTROLS OCCUPANCY SENSOR ON/OFF/DIMMING YES 100% NO NO 1 US 0 S EUH-07 ELECTRIC UNIT HEATER 5.0 - 6 480 3 7.5 20 3/4"C, 3#12, 1#12 GND 30 - 2 EUH-07 D O STAIRS DELTA CONTROLS OCCUPANCY SENSOR ON/OFF/DIMMING YES 100% NO YES 1 REVISIONIS F P EUH-08 ELECTRIC UNIT HEATER 3.0 - 3.6 480 3 4.5 20 3/4"C, 3#12, 1#12 GND 30 - 2 EUH-08 CSR OFFICE DELTA CONTROLS OCCUPANCY SENSOR ON/OFF/DIMMING YES 50% YES YES 1,2 MED/SMALL CONF ROOMS DELTA CONTROLS OCCUPANCY SENSOR ON/OFF/DIMMING YES 50% SEE PLANS YES 1,2 2 3 4 EUH-09 ELECTRIC UNIT HEATER 1.5 - 5.5 277 1 6.875 20 3/4"C, 1#12, 1#12 N, 1#12 GND - - 4 EUH-09 LARGE CONF ROOM DELTA CONTROLS OCCUPANCY SENSOR ON/OFF/DIMMING YES 50% YES YES 1,2,3 /21 /28 /2X BREAK ROOM DELTA CONTROLS OCCUPANCY SENSOR ON/OFF/DIMMING YES 50% YES YES 1,2 CU-01 MINI SPLIT SYSTEM - OUTDOOR - - - 208 1 19 25 3/4"C, 2#10, 1#10 N, 1#10 GND 30 - 2 CU-01 /2 /2 /X MOTHERS ROOM DELTA CONTROLS OCCUPANCY SENSOR ON/OFF/DIMMING YES 50% NO YES 1,2 60 20 X CU-02A MINI SPLIT SYSTEM - OUTDOOR - - - 208 1 19 25 3/4"C, 2#10, 1#10 N, 1#10 GND 30 - 2 CU-02A PRIVACY ROOM DELTA CONTROLS OCCUPANCY SENSOR ON/OFF/DIMMING YES 50% NO YES 1,2 X CASH COUNTING ROOM DELTA CONTROLS OCCUPANCY SENSOR ON/OFF/DIMMING YES 50% NO YES 1,2 DATE CU-02B MINI SPLIT SYSTEM - OUTDOOR - - - 208 1 19 25 3/4"C, 2#10, 1#10 N, 1#10 GND 30 - 2 CU-02B OPEN OFFICE DELTA CONTROLS OCCUPANCY SENSOR ON/OFF/DIMMING YES 50% YES YES 1,2 0 1 2 CU-03A MINI SPLIT SYSTEM - OUTDOOR - - - 208 1 11 15 3/4"C, 2#12, 1#12 N, 1#12 GND 30 - 2 CU-03A CREW ROOM DELTA CONTROLS OCCUPANCY SENSOR ON/OFF/DIMMING YES 50% YES YES 1,2 NO. LOCKER ROOMS DELTA CONTROLS OCCUPANCY SENSOR ON/OFF/DIMMING YES 100% NO NO 1 CU-03B MINI SPLIT SYSTEM - OUTDOOR - - - 208 1 11 15 3/4"C, 2#12, 1#12 N, 1#12 GND 30 - 2 CU-03B SHOWER ROOMS LOCAL CONTROLS OCCUPANCY SENSOR ON/OFF YES 100% NO NO 1 WELLNESS ROOMS DELTA CONTROLS OCCUPANCY SENSOR ON/OFF/DIMMING YES 50% YES YES 1,2 CU-04A MINI SPLIT SYSTEM - OUTDOOR - - - 208 1 11 15 3/4"C, 2#12, 1#12 N, 1#12 GND 30 - 2 CU-04A STAIRS LOCAL CONTROLS OCCUPANCY SENSOR ON/OFF YES 100% NO NO 1 FLOOR 2 OPEN OFFICE LOCAL CONTROLS OCCUPANCY SENSOR ON/OFF YES 100% NO NO 1 CU-04B MINI SPLIT SYSTEM - OUTDOOR - - - 208 1 11 15 3/4"C, 2#12, 1#12 N, 1#12 GND 30 - 2 CU-04B RESTROOMS LOCAL CONTROLS OCCUPANCY SENSOR ON/OFF YES 100% NO NO 1 AC-01 MINI SPLIT SYSTEM - INDOOR - - - 208 1 1 15 3/4"C, 2#12, 1#12 N, 1#12 GND 30 - 2,3 AC-01 STORAGE ROOM LOCAL CONTROLS OCCUPANCY SENSOR ON/OFF YES 100% NO NO 1 ELECT/MECH ROOMS LOCAL CONTROLS OCCUPANCY SENSOR ON/OFF YES 100% NO NO 1 AC-02A MINI SPLIT SYSTEM - INDOOR - - - 208 1 1 15 3/4"C, 2#12, 1#12 N, 1#12 GND 30 - 2,3 AC-02A EXTERIOR BUILDING DELTA CONTROLS TIMECLOCK NONE YES 100% NO NO 4 MOUNTED AND CANOPY AC-02B MINI SPLIT SYSTEM - INDOOR - - - 208 1 1 15 3/4"C, 2#12, 1#12 N, 1#12 GND 30 - 2,3 AC-02B AC-03A MINI SPLIT SYSTEM - INDOOR - - - 208 1 1 15 3/4"C, 2#12, 1#12 N, 1#12 GND 30 - 2,3 AC-03A NOTES: 1. LIGHTS TURN OFF AUTOMATICALLY AFTER NO DETECTION FOR 20 MINUTES. AC-03B MINI SPLIT SYSTEM - INDOOR - - - 208 1 1 15 3/4"C, 2#12, 1#12 N, 1#12 GND 30 - 2,3 AC-03B 2. OCCUPANCY DETECTION TURNS LIGHTS AUTOMATICALLY TO 50% ILLUMINATION. REQUIRES MANUAL CONTROL FOR HIGHER LEVELS. 3. PROVIDE SCENE SELECTOR SWITCH CONTROL PER PLANS. PROVIDE PARTION SENSOR, BOTH ROOMS OPERATE IN PARALLEL WHEN PARTITION IS OPEN. AC-04A MINI SPLIT SYSTEM - INDOOR - - - 208 1 1 15 3/4"C, 2#12, 1#12 N, 1#12 GND 30 - 2,3 AC-04A 4. TIMECLOCK CONTROL: ALL FIXTURES TO 100% ON AT DUSK, ALL FIXTURES OFF AT DAWN AC-04B MINI SPLIT SYSTEM - INDOOR - - - 208 1 1 15 3/4"C, 2#12, 1#12 N, 1#12 GND 30 - 2,3 AC-04B TP TRAP PRIMER PANEL - 3 120 1 3.75 20 3/4"C, 1#12, 1#12 N, 1#12 GND - - 1 TP SP-01 SUMP PUMP - 1/2 5.4 208 1 6.75 15 3/4"C, 2#12, 1#12 N, 1#12 GND 30 - 2 SP-01 IH-1 INSTA- HOT - - 6.5 120 8.125 20 3/4"C, 1#12, 1#12 N, 1#12 GND - - 5 IH-1 NOTES: 1. PROVIDE MOTOR RATED TOGGLE SWITCH WITH THERMAL OVERLOADS. 2. PROVIDE LOCAL DISCONNECTING SWITCH SIZED AND RATED FOR ASSOCIATED EQUIPMENT. 3. PROVIDE POWER CONNECTION TO AC UNIT FROM CONDENSING UNIT. PROVIDE CONDUIT AND CONDUCTORS REQUIRED FOR INSTALLATION. COORDINATE INTERCONNECTION WITH DIVISON 23. 4. PROVIDE CONNECTION TO FACTORY INSTALLED DISCONNECT. 5. INSTA-HOT POWERED BY 120V OUTLET. REFER TO SHEET E-301. OFFICE BUILDING LOAD SHED SCHEDULE LOAD/EQUIPMENT ELECTRICAL PANEL TYPE LOAD SHED INITIATION NOTES DOAS UNITS SEE DRAWINGS DDC NOTE 1 2 VRF FAN COILS SEE DRAWINGS DDC NOTE 1 2 VRF OUTDOOR HEAT PUMPS SEE DRAWINGS DDC NOTE 1 2 ELECTRIC UNIT HEATERS SEE DRAWINGS DDC NOTE 1 2 GENERAL LIGHTING SEE DRAWINGS CONTACTOR NOTE 1 3 GENERAL RECEPTACLES SEE DRAWINGS CONTACTOR NOTE 1 4 NOTES: 1. LOAD SHED CONTROL SHALL BE THROUGH THE DDC SYSTEM. LOAD SHED INITATION SHALL BE BASED ON ALTERNATE ENERGY DELIVERY FROM THE CETC BUILDING. DDC SHALL RECEIVE STATUS SIGNAL FROM THE CETC DDC SYSTEM. 2. MECHANICAL EQUIPMENT LOAD SHED SHALL BE THROUGH THE DDC SYSTEM. 3. GENERAL LIGHTING WITHIN FIRST FLOOR OFFICE AREAS SHALL BE SHED THROUGH MULTI-POLE CONTACTORS. REFER TO PANEL SCHEDULES FOR CONTROLLED LIGHTING CIRCUITS. EMERGENCY CIRCUITS AND CORRESPONDING EGRESS FIXTURES SHALL REMAIN ENERGIZED. 4. CONVENIENCE RECEPTACLES SHALL BE SHED THROUGH MULTI-POLE CONTACTORS. REFER TO PANEL SCHEDULES FOR CONTROLLED CIRCUITS. SNOHOMISH COUNTY PUDNORTH COUNTY COMMUNITY OFFICEOFFICE BUILDING17601 59TH AVE NEARLINGTON, WA 98223 PROJECT: BUILDING IDENTIFIER: A.1 SHEET TITLE: ELECTRICAL SCHEDULES LEAD: DF DRAFTER: CT DATE: Issue Date SHEET: E6.01 SHEET OF ROLLUDA ARCHITECTS, INC. 105 S MAIN ST, #323 SEATTLE, WA 98104 PHONE (206)624-4222 FAX (206)624-4226 1201 third avenue, ste 600 seattle, wa 98101 206.448.3376 www.hargis.biz S N IO T A IC N IF IO D T O C M U N R T IO S T N C O U R C T R S O N F O D 1 C E 2 T U 0 S S D O REVISIONIS F P 2 3 4 /2 /2 /2 1 8 X /2 /2 /X 6 2 X 0 0 X DATE 0 1 2 NO. SNOHOMISH COUNTY PUDNORTH COUNTY COMMUNITY OFFICEOFFICE BUILDING17601 59TH AVE NEARLINGTON, WA 98223 PROJECT: BUILDING IDENTIFIER: A.1 SHEET TITLE: ELECTRICAL SCHEDULES LEAD: Designer DRAFTER: Author DATE: Issue Date SHEET: E6.02 SHEET OF ROLLUDA ARCHITECTS, INC. 105 S MAIN ST, #323 SEATTLE, WA 98104 PHONE (206)624-4222 FAX (206)624-4226 1201 third avenue, ste 600 seattle, wa 98101 206.448.3376 www.hargis.biz REVISIONISSUED FOR CONSTRUCTIONFD 021POST CONSTRUCTION MODIFICATIONS DATE06/21/2202/28/23XX/XX/24 0 1 2 NO. SNOHOMISH COUNTY PUDNORTH COUNTY COMMUNITY OFFICEOFFICE BUILDING17601 59TH AVE NEARLINGTON, WA 98223 PROJECT: BUILDING IDENTIFIER: PANEL SCHEDULE LEGEND A.1 UPSB UPSB1 UPSB2 SHEET TITLE: ELECTRICAL SCHEDULES MGP GDP UPSA - UPSA1 UPSA2 LEAD: Designer DRAFTER: Author DATE: Issue Date SHEET: E6.03 SHEET OF ROLLUDA ARCHITECTS, INC. 105 S MAIN ST, #323 SEATTLE, WA 98104 PHONE (206)624-4222 FAX (206)624-4226 1201 third avenue, ste 600 seattle, wa 98101 206.448.3376 www.hargis.biz S N IO T A IC N IF IO D T O C M U N R T IO S T N C O U R C T R S O N F O D 1 C E 2 T U 0 S S D O REVISIONIS F P 2 3 4 /2 /2 /2 1 8 X /2 /2 /X 6 2 X 0 0 X DATE 0 1 2 NO. SNOHOMISH COUNTY PUDNORTH COUNTY COMMUNITY OFFICEOFFICE BUILDING17601 59TH AVE NEARLINGTON, WA 98223 PROJECT: BUILDING IDENTIFIER: PANEL SCHEDULE LEGEND A.1 GH GL GL2 SHEET TITLE: ELECTRICAL SCHEDULES X - GL3 - - - LEAD: Designer DRAFTER: Author DATE: Issue Date SHEET: E6.04 SHEET OF ROLLUDA ARCHITECTS,INC 105 S MAIN ST, #323 SEATTLE, WA 98104 PHONE (206) 624-4222 FAX (206) 624-4226 A B C C.8 C.9 D E F G H J K LOCATE IN FLOOR BOX 5 5 V V 1 2 2 2 2 3 3 3 1 1 1201 third avenue, ste 600 seattle, wa 98101 4 4 206.448.3376 1 3 5 2 MOUNTED IN WIREMOLD 6000 PROVIDE 1.5" CONDUIT FROM www.hargis.biz 5 PROVIDE 1.5" CONDUIT FROM SERIES, DIVIDED CEILING SPACE TO WIREMOLD 2 3 3 CEILING SPACE TO WIREMOLD RACEWAY. PROVIDED TO SUPPORT MODULAR PROJ 1 FURNITURE (TYP UON) PROVIDE 6 EA. CATEGORY 6 4 4 TO SUPPORT MODULAR BY ELECTRICAL, TYP 2 2 CABLES IN CEILING SPACE PROJ FURNITURE (TYP UON) 4 4 WITH 40' OF SLACK COILED 1 5 ABOVE CEILING ON J-HOOKS 1 J J 2 2 2 2 (1) EZ-PATH 4" 2 2 2 2 3 1 PENETRATION 5 2 2 2 1 +72" +72" AFF 2 AFF V LCD 4 4 1 1 3 1 1 3 COORDINATE 2 2 3 2 2 +72" LOCATION AND 1 3 LCD 5 5 ELEVATION WITH 1 2 2 4 4 ARCHITECT 1 4 1 2 2 2 +72" LCD 2 LCD 1+72" AFF PROJ 2'-1 1/4" 1 1 J +72" 1 3 2 3 V AFF 1 +72" AFF FIELD COORDINATE +72" +72" LCD LCD 1 EXACT LOCATION LCD 1 2 1 2 1 4 4 V WITH ELEVATOR 2 2 2 +72" 2 +72" AFF PROVIDER 2 1 COORDINATE LOCATION AND LCD 1 LCD 2 ELEV LCD 1 +72" ELEVATION WITH ARCHITECT, 3 1 +72" AFF 2 PHONE 2 V 2 +72" 1 COORDINATE AFF TYP OF 2 1 V +72" (3) EZ-PATH 4" 2 2 LOCATION AND AFF PENETRATION 1 ELEVATION WITH 4 4 2 1 1 3 1 ARCHITECT 1 4 2 2 PROVIDE 1.5"C FROM CEILING 18" X 4" BASKET-STYLE TRAY 2 SPACE TO J-BOX TO SUPPORT TO SUPPORT COMMON 1 MODULAR FURNITURE CABLING PATHWAYS +72" 1 1 LCD OPEN CABLING 4 2 PATHWAYS (TYP) J 4 PROVIDE 6 EA. CATEGORY 6 CABLES IN CEILING SPACE 2 WITH 40' OF SLACK COILED ABOVE CEILING ON J-HOOKS ROOM SCHEDULER PROVIDE 6 EA. CATEGORY 6 CABLES IN J J J CEILING SPACE WITH 40'4'-0" OF SLACK COILED ABOVE PROVIDE 1.5"C TO 2 24" X 4" BASKET- CEILING SPACE CEILING ON J-HOOKS STYLE TRAY UP 1 1 2 2 2 2 2 2 1 (N) +72" LCD 1 2 2 2 OSP PATHWAY. SEE PRINTER 2 2 MOP DRYING RACK TS1.01 FOR ADDITIONAL REVISION ISSUED FOR CONSTRUCTION FD 021 POST CONSTRUCTION MODIFICATIONS PROVIDE 1.5"C FROM INFORMATION, TYP OF 2 2'-6" CEILING SPACE TO SUPPORT FURNITURE 2 2 PRINTER 2 2 2 2 2 2 2 6 DATE 06/21/22 02/28/23 XX/XX/24 2 2 1 0 1 2 (2) 4" CONDUITS TO 18" X 4" BASKET-STYLE TRAY W/P NO. ACESSIBLE CEILING SPACE TO SUPPORT COMMON 2 2 CABLING PATHWAYS 2 2 MOUNTED IN 2 WIREMOLD 6000 SERIES, DIVIDED (2) 4" CONDUITS FROM +60" +60" RACEWAY. PROVIDED 2ND FLOOR COMM ROOM LCD LCD BY ELECTRICAL, TYP LCD LCD 1 2 1 +72" AFF 1 1 +72" AFF TO 1ST FLOOR ACCESSIBLE CEILING +72" V V SPACE +72" AFF COORDINATE LOCATION AND 1 AFF ELEVATION WITH ARCHITECT T5.01 8 TRUE 1 TELECOM DEVICE PLAN - LEVEL 1 N T2.01 SCALE: 1/8" = 1'-0" KEY NOTES # 1. PROVIDE (2)1"C IN FLOOR SLAB FROM FLOOR BOX, UP THROUGH WALL CAVITY, TO ACCESSIBLE CEILING SPACE. (1) CONDUIT FOR LOW VOLTAGE DATA AND (1) CONDUIT FOR FUTURE. COORDINATE ROUTING WITH ELECTRICAL POWER CONDUITS. 2. UTILIZE OPEN CABLING SUPPORT METHODS IN THIS AREA. THE SUPPORT METHODS SHALL CONSIST OF J-HOOKS AND CABLE SADDLE BAGS SUPPORTED ON DEDICATED HANGERS SPACED 5'-O" APART. TRANSITION CABLE SUPPORTS FROM J-HOOKS TO CABLE SADDLE BAGS BASED UPON THE AMOUNT OF CABLING TO BE SUPPORTED IN THE AREAS UTILIZING OPEN CABLING METHODS FOR THE ROUTING OF HORIZONTAL INFRASTRUCTURE. THE MAXIMUM FILL RATIO OF OPEN CABLING SUPPORT DEVICES SHALL NOT EXCEED 25 CABLE MAXIMUM FOR A 2" J-HOOK AND 225 CABLE MAXIMUM FOR A CABLE SADDLE BAG. 3. ROUTE CATEGORY 6 CABLES AS INDICATED TO MDF CABLE ROOM. PROVIDE SNOHOMISH COUNTY PUD NORTH COUNTY COMMUNITY OFFICE OFFICE BUILDING 17601 59TH AVE NE ARLINGTON, WA 98223 2-PORT DATA CONNECTION IN CEILING. COORDINATE LOCATION WITH PROJECT: OVERHEAD PROJECTOR. BUILDING IDENTIFIER: 4. COORDINATE LOCATION WITH UPS BACKED RECEPTACLE LOCATIONS. A.1 SHEET TITLE: TELECOM DEVICE PLAN - LEVEL 1 LEAD: DF DRAFTER: CT DATE: 08/06/24 SHEET: T2.01 SHEET OF A B C C.8 C.9 D E F G H J K ROLLUDA ARCHITECTS, INC. 105 S MAIN ST, #323 SEATTLE, WA 98104 PHONE (206)624-4222 FAX (206)624-4226 1 1201 third avenue, ste 600 seattle, wa 98101 206.448.3376 www.hargis.biz R 2 2 0 ' - 0 " RLL/SL VTR 2 2 P7.02 OSA 4 DOAS-01 3 " 0 - ' 2 0 2 RLL/SL DN R 1 5 EA M7.01 M7.01 RLL RSL RHL RLL 6 VTR 2 RSL 5 1 M7.01 M7.01 HP-04 CU-01 1 CU-04A S HP-01 M7.02 5 CU-04B N RLL 3 IO RSL R 4 T RHL 2 A 0 HP-02 ' - 0 IC " RLL N IF RSL HP-03 HP-05 IO D 3 T O 5 C M U N EA OSA R VTR 2 T IO S T N C O U R C T R S - 0" O N 1 0' F O 2 D R E 21 T C U 0 S S D O REVISIONIS F P EA OSA OSA EA VTR 2 2 3 4 /2 /2 /2 1 8 X DOAS-02 DOAS-03 2 /26 /22 /X X 0 0 X P7.02 DATE 6 0 1 2 NO. RLL 1 1 RLL CU-03A RSL M7.01 M7.01 RSL CU-02A 7 CU-03B CU-02B 8 TRUE MECHANICAL ROOF PLAN N 1 SCALE:1/8" = 1'-0" SHEET NOTES FLAG NOTES 1. REFER TO M7.00 SERIES SHEETS FOR STANDARD DETAILS NOT REFERENCED ON PLANS. COMPLY WITH ALL REQUIREMENTS IN 1 FUTURE DOAS UNIT LOCATION. PROVIDE FACTORY DETAILS. ROOF CURB FOR FUTURE INSTALLATION OF DOAS UNIT. ESTIMATED WEIGHT OF FUTURE UNIT IS 8,400 LBS. 2. REFER TO ARCHITECTURAL DRAWINGS FOR ROOFING DETAILS. 2 VTR LOCATIONS SHOWN FOR REFERENCE ONLY. SEE 3. MAINTAIN A MINIMUM 20 FEET BETWEEN SANITARY VENTS AND ALL SHEET P2.03 FOR FURTER INFORMATION. OUTSIDE AIR INTAKES. NOT ALL MECHANICAL VENTS ARE SHOWN ON ROOF PLAN. REFER TO PLUMBING FLOOR PLANS FOR 3 FUTURE HEAT PUMP LOCATION. ADDITIONAL LOCATIONS. 4 EXTERIOR DDC SENSORS. 4. MAINTAIN A MINIMUM OF 10 FEET BETWEEN ALL HVAC EQUIPMENT AND ROOF EDGES AND ROOF ACCESS OPENINGS. 5 INSTALL CONDENSING UNITS ON ROOF STRUCTURAL BASE COORDINATED FOR FUTURE EQUIPMENT. 5. LOCATE ALL EXTERIOR OUTSIDE AIR, CO2, PHOTOCELL, ETC. ON SNOHOMISH COUNTY PUDNORTH COUNTY COMMUNITY OFFICEOFFICE BUILDING17601 59TH AVE NEARLINGTON, WA 98223 NORTH FACE OF EXTERIOR BUILDING WALL OR ROOFTOP 6 ROUTE NEW REFRIGERANT LINES THROUGH EXISTING EQUIPMENT. COORDINATE EXACT LOCATIONS WITH A/E. SHEET METAL PIPE PENETRATION THROUGH ROOF PROJECT: ENCLOSURE. MODIFY EXISTING ENCLOSURE TO BUILDING IDENTIFIER: ACCOMMODATE ADDITIONAL REFRIGERANT LINE SETS. EXISTING ENCLOSURE WAS USED FOR ELECTRICAL RACEWAY AND APPEARS FILLED. 2 A.1 SHEET TITLE: MECHANICAL ROOF PLAN LEAD: BC DRAFTER: SF/RR/JS DATE: 03/22/2022 SHEET: M2.03 SHEET OF A B C C.8 C.9 D E F G H J K ROLLUDA ARCHITECTS, INC. 105 S MAIN ST, #323 SEATTLE, WA 98104 PHONE (206)624-4222 FAX (206)624-4226 BREAK ROOM 107 22x22 F 740 10Ã¸ 14x12 A 380 (TYP 3) MOTHERS 1 ROOM 36x12 1201 third avenue, ste 600 112 seattle, wa 98101 FCU-107 CORRIDOR 206.448.3376 18x6 G 350 LARGE BDD 111 OPEN OFFICE www.hargis.biz (TYP 6) 32x14 CONFERENCE 12x12 FLEX/ ADMIN/ ENTRY VEST ROOM FOREMEN/ OFFICE / CONF 110 103 CONF ROOM SERVICEMEN ROOM 22x10 8x8 119 F 118 10Ã¸ 400 22x10 115 A F T 250 T FCU-118B 1 FCU-107 (TYP 3) 14x14 12x12 2 12x12 CONF ROOM VAV-103B VAV-107 CO2 CO2 EUH-01 TFCU-115 BDD FCU-119 STOR 32x16 SEUH-01 FCU-103B 6"Ã¸ A 12Ã¸ (TYP 2) 9 10 (TYP 2) 108 BDD STAIR 01 385 F 10x10 13 32x14 8x6 FCU-118D (TYP 6) 16x12 100 ST-1 14x14 T A 6Ã¸ 4"Ã¸ CO2 CO2 115 7 12 FCU-118C 20x8 T T FCU-118B 14"Ã¸ FCU-103B FCU-103A 18x14 UP T A 12Ã¸ FCU-112 8 CO2 425 16x12 BDD T 20x8 22x22 FCU-119 FCU-112 F 22x10 BDD 10x8 F 16x12 320 22x10 FCU-121A 18x14 12"Ã¸ FCU-113 22x10 36x12 F 335 24x12 UP F 32x14 36x12 320 F 22x10 CREW ROOM 6x6 T FCU-115 600 3 PUBLIC F 20x16 AC-01 6Ã¸ VAV-1R 12x8 8x6 32x14 32x14 121 A F 22x10 CO2 T BDD BDD 115 FCU-103A (TYP 2) RESTROOM 12x8 FCU-118D FCU-118A FCU-121B 14x7 FCU-118C FCU-109 CONF ROOM 4 (TYP) 106 ELEV RM AC-01 VAV-116 BDD BDD 12x8 VAV-1E DSD 10Ã¸ 8"Ã¸ T LOBBY F 114 A 335 6"Ã¸ VAV-115 FCU-118E CO2 10Ã¸ STOR PUBLIC 10x10 A F 100 7 14x7 250 12x10 CORRIDOR 102 101 RESTROOM 10Ã¸ 11 4"Ã¸ (TYP 2) 14x12 36x12 14x12 36x12 2 A T CO2 BDD 235 12x8 123 105 OFFICE / CONF CO2 F 22x22 FCU-121B M9.04 (TYP 2) 740 3"RLL UP ROOM T FCU-116 14x7 22x22 22x10 P FCU-116 (TYP 2) F 840 F 3"RSL UP VAV-119 VAV-121 F 22x10 3"RHL UP 116 16x14 FCU-118E VAV-118A 12x10 S 6Ã¸ 10x10 22x10 16x12 N B 140 F T F 280 13 16x12 14x12 VAV-118B CO2 5 FCU-109 T T IO ENTRY VEST 18x6 FCU-118A FCU-112A 4 T G 24x12 100 200 J 24x12 6x6 T CORRIDOR 12x10 A (TYP 4) 800 J 890 1 2 RLL/SL UP FCU-113 ADA SHOWER 8x6 BC-04 ENTRY VEST IC 12x10 VAV-101 16x12 20x16 PRIVACY 117 VAV-141 1 N IF 10x8 T VAV-113 131 122 12x8 14x12 FCU-141A 18x22 UP 18x16 UP VAV-3.1E 8x8 EUH-03 IO D 14x12 18x14 ROOM 16x14 UP 20x16 14"Ã¸ T O 5 CASH 113 BC-03 20x16 UP 22x22 F 22x22 SEUH-03 C M 14x8 10Ã¸ F 185 530 U N COUNTING BC-02 10x8 A TFCU-134 R 22x22 14x10 300 T IO F 335 8x8 T 12x10 109 F 22x10 SHOWER S T FCU-143C 400 10x8 8x8 A 12Ã¸ 14x12 N C 10x10 BC-01 32x12 MEN'S 6 22x18 380 O U 16x14 16x14 130 R 12Ã¸ FCU-101 BDD T 8"Ã¸ 16x12 RESTROOM FCU-141A BDD 8x6 C T A 435 FCU-101 10x10 RLL UP 6x4 J R S CO2 135 RSL UP MEN'S (TYP 4) FCU-134 7 O N 14x12 F O VAV-143 6Ã¸ 22x10 BDD RHL UP LOCKER 10x10 CUST/ UTIL 12x6 D FCU-143C A 140 F 335 24x12 12Ã¸ 18x12 F 50 J 150 E T C CSR LOBBY/ VAV-142 22x10 5 A 380 ROOM BDD CLOSET STAIR 02 U S (TYP 3) F (TYP 4) S OFFICE 22x22 530 BDD O 24x12 F 134 124 ST-2 REVISIONIS P 16x8 143 12x8 14x14 8Ã¸ 20x12 36x12 6"Ã¸ 16x10 8 OPEN OFFICE A 220 T 18x16 24x1226x9 12x10 14x12 2 4 FCU-143A FCU-141B /2 /2 ENG/ DES (TYP 3) 22x10 1 X F 12Ã¸ FCU-133 S 400 10x8 22x22 A EUH-04 /2 /X 10x10 F 365 6 VAV-103A 8"Ã¸ 141 150 22x22 A 8Ã¸ 0 X 12"Ã¸ SEUH-05 10Ã¸ F 135 7 X A 8x8 530 DATE FCU-142 300 VAV-3R VAV-136 48x12 14"Ã¸ EUH-04 FCU-143B 6 0 1 22x22 20x10 14x10 NO. F SPRINKLER/ 1130 DDC DDC (TYP) 8 24x12 F 22x10 14x10 A 12Ã¸ T 280 365 FCU-128 SHOWER MECH ROOM 14x14 RESTROOMS 14x10 FCU-141B 3 T BDD VEST FCU-133 129 125 22x22 RLL UP F OFFICE/ CONF EUH-05 T T BDD 140 AC-02A/B VAV-128 ADA SHOWER 10"Ã¸ ROOM 47x16 47x12 AC-02A AC-02B BC-05 132 AC-03A (TYP 5) ELECTRICAL 142 10Ã¸ ENTRY VEST RLL UP 12x8 32x12 RSL UP 7 48x12 ROOM BDD A 310 WOMEN'S RSL UP 16x10 T T 139 VAV-137 AC-03A/B 126 7 RESTROOM BDD 36x12 T T 7 FCU-137 A 10Ã¸ FCU-143B T 136 4 VAV-134 345 FCU-142 FCU-137 (TYP 4) CO2 COMM/ FIBER VAV-123 24x10 ROOM 18x16 P FCU-128 AC-03B 8 138 14Ã¸ 22x22 A 10Ã¸ A F 810 14x12 12x8 265 2 VAV-133 530 (TYP 4) (TYP 4) M9.04 22x10 F 14x12 16x14 325 WOMEN'S 22x22 LOCKER F 1310 WELLNESS WELLNESS ROOM AEROBICS WEIGHT/ 22x22 133 F 137 EQUIP 740 128 TRUE HVAC FLOOR PLAN - LEVEL 1 N 1 SCALE:1/8" = 1'-0" SHEET NOTES FLAG NOTES 1. REFER TO M7.00 SERIES SHEETS FOR STANDARD DETAILS NOT REFERENCED ON PLANS. COMPLY WITH ALL REQUIREMENTS IN 1 TERMINATE PLENUM OPENING WITH 1/2" HARDWIRE DETAILS. MESH. 2. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN AND 2 BALANCE TO 470 CFM. INTERIOR ELEVATIONS FOR FINAL LOCATION OF ALL GRILLES, DIFFUSERS, AND EXPOSED DUCTWORK. PROVIDE ADDITIONAL 3 DDC CONTROL PANEL. COORDINATE FINAL DUCTWORK AND FITTINGS TO MAKE FINAL CONNECTION. REPORT INSTALLATION LOCATION WITH DIVISION 26 & 28. DISCREPANCIES IN QUANTITY OF AIR TERMINALS BETWEEN ARCHITECTURAL AND MECHANICAL DRAWINGS TO A/E. 4 FILTER ACCESS PULL CLEARANCE. COORDINATE WITH OTHER DISCIPLINES TO ENSURE UNOBSTRUCTED 3. PROVIDE REMOTE CABLE CONTROL SYSTEM FOR ALL VOLUME FILTER PULL (TYP). DAMPERS LOCATED ABOVE HARD CEILINGS. PROVIDE ACCESS PANEL AND LOCATE CONTROLLER(S) ABOVE CEILING UNLESS 5 REFRIGERANT LINES TO VRF SYSTEM IN BUILDING. SEE OTHERWISE NOTED. MAXIMUM CABLE LENGTH FROM REFRIGERANT RISER PLAN ON M6.11 FOR SNOHOMISH COUNTY PUDNORTH COUNTY COMMUNITY OFFICEOFFICE BUILDING17601 59TH AVE NEARLINGTON, WA 98223 CONTROLLER TO DAMPER(S) SHALL NOT EXCEED 15â€™-0â€. GROUP CONTINUATION. ALL CONTROLLERS TOGETHER AS MUCH AS POSSIBLE. PROJECT: 6 DUCTWORK AND REFRIGERANT PIPING ROUTING UP BUILDING IDENTIFIER: 4. PROVIDE A MANUAL VOLUME DAMPER FOR EACH SUPPLY, WITHIN CHASE. RETURN, AND EXHAUST OPENING. LOCATE AS FAR UPSTREAM AS POSSIBLE FROM THE OPENING UNLESS OTHERWISE NOTED. NOT 7 AVOID ROUTING VRF REFRIGERANT PIPING OVER OR ALL VOLUME DAMPERS ARE SHOWN ON PLANS. THROUGH THIS SPACE. A.1 5. DIVISION 23 SHALL REVIEW VAV BOX LOCATIONS AND COORDINATE 8 SOUND LINED DUCT TERMINATED ABOVE CEILING WITH WITH OTHER DISCIPLINES TO ENSURE VAV BOX ACCESS IS 1/2" HARDWIRE MESH (TYP). MAINTAINED. TYPICAL ALL VAV BOX LOCATIONS. CONTRACTOR SHALL PROVIDE MOCK-UP OF ONE VAV FOR REVIEW PRIOR TO 9 TERMINATE 30x12 RETURN AIR DUCT FLUSH WITH WALL SHEET TITLE: INSTALLATION OF ALL EQUIPMENT TO ENSURE DESIGN INTENT IS FACE. BALANCE TO 760 CFM. HVAC FLOOR MET. 10 TERMINATE 16x12 TRANSFER AIR DUCT FLUSH WITH PLAN - LEVEL 1 WALL FACE. 11 RELOCATE FCU-141C CEILING CASSETTE TO NEW LOCATION AND RENAME TO FCU-118E. EXTEND REFRIGERANT LINES SERVING UNIT TO NEW LOCATION LEAD: BC 12 INSTALL NEW FCU CEILING CASSETTE AT THIS LOCATION. REFER TO REFRIGERANT RISER PLAN ON DRAFTER: SF/RR/JS M6.11 FOR FURTHER DETAIL. DATE: 03/22/2022 RELOCATE CEILING SUPPLY DIFFUSER TO NEW SHEET: 13 LOCATION. DEMOLISH REMAINING BRANCH DUCTWORK AND INSTALL NEW BRANCH DUCTWORK TO SERVE M2.04 DEVICE. 1 SHEET OF A B C.8 C.9 D E F G H J K ROLLUDA ARCHITECTS, INC. 105 S MAIN ST, #323 SEATTLE, WA 98104 PHONE (206)624-4222 FAX (206)624-4226 1 1201 third avenue, ste 600 seattle, wa 98101 206.448.3376 www.hargis.biz 2 EUH-07 EUH-09 T EUH-07 RLL 12x6 RSL G 3 240 T (TYP 2) EUH-09 12x10 12x10 S VAV-3.1 R A 16x14 B S 1 Y N 2 16x18 DN RLL UP IT IO 4 R T 2 18x22 DN 22x18 RSL UP U A 20x16 RHL UP C IC RLL DN 30x12 UP 3 30x12 UP E RSL DN 3 N IF RHL DN 30x12 UP 3 IO SK D 30x12 UP 3 T R O 5 C O M DSD UR W N T T IO 18x16 S C T 2 20x16 DN DSD 6x6 F N U C F O D U 2 16x14 DN VAV-3.2E J 8x6 C R 50 C T R A S 8x6 O V J N 100 H EUH-06 18x16 8x8 F - O 8x6 D 1 4 C AC-04B E 2 3 T 4 U AC-04A S 0 0 S T D D O EUH-06 22x18 REVISIONIS F F P 2 3 3 4 FUTURE /2 /2 /2 /2X T 1 8 0 RESTROOMS EUH-08 /2 /2 /2 /X EUH-08 FUTURE DUCT 6 2 4 X 0 0 0 X LOCATION UP TO DATE FUTURE DOAS UNIT. 6 0 1 2 3 NO. 7 8 TRUE HVAC FLOOR PLAN - LEVEL 2 N 1 SCALE:1/8" = 1'-0" SHEET NOTES 1. REFER TO M7.00 SERIES SHEETS FOR STANDARD DETAILS NOT REFERENCED ON PLANS. COMPLY WITH ALL REQUIREMENTS IN DETAILS. 2. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN AND INTERIOR ELEVATIONS FOR FINAL LOCATION OF ALL GRILLES, DIFFUSERS, AND EXPOSED DUCTWORK. PROVIDE ADDITIONAL DUCTWORK AND FITTINGS TO MAKE FINAL CONNECTION. REPORT DISCREPANCIES IN QUANTITY OF AIR TERMINALS BETWEEN ARCHITECTURAL AND MECHANICAL DRAWINGS TO A/E. 3. PROVIDE REMOTE CABLE CONTROL SYSTEM FOR ALL VOLUME DAMPERS LOCATED ABOVE HARD CEILINGS. PROVIDE ACCESS PANEL AND LOCATE CONTROLLER(S) ABOVE CEILING UNLESS OTHERWISE NOTED. MAXIMUM CABLE LENGTH FROM SNOHOMISH COUNTY PUDNORTH COUNTY COMMUNITY OFFICEOFFICE BUILDING17601 59TH AVE NEARLINGTON, WA 98223 CONTROLLER TO DAMPER(S) SHALL NOT EXCEED 15â€™-0â€. GROUP ALL CONTROLLERS TOGETHER AS MUCH AS POSSIBLE. PROJECT: BUILDING IDENTIFIER: 4. PROVIDE A MANUAL VOLUME DAMPER FOR EACH SUPPLY, RETURN, AND EXHAUST OPENING. LOCATE AS FAR UPSTREAM AS POSSIBLE FROM THE OPENING UNLESS OTHERWISE NOTED. NOT ALL VOLUME DAMPERS ARE SHOWN ON PLANS. A.1 5. DIVISION 23 SHALL REVIEW VAV BOX LOCATIONS AND COORDINAT WITH OTHER DISCIPLINES TO ENSURE VAV BOX ACCESS IS MAINTAINED. TYPICAL ALL VAV BOX LOCATIONS. CONTRACTOR SHALL PROVIDE MOCK-UP OF ONE VAV FOR REVIEW PRIOR TO SHEET TITLE: INSTALLATION OF ALL EQUIPMENT TO ENSURE DESIGN INTENT IS HVAC FLOOR MET. PLAN - LEVEL 2 LEAD: BC DRAFTER: SF/RR/JS DATE: 03/22/2022 SHEET: M2.05 SHEET OF VRF HEAT PUMP SCHEDULE - INDOOR UNITS MARK AREA SERVED MANUFACTURER / MODEL NO. TYPE VRF HEAT SUPPLY FAN HEATING COOLING ELECTRICAL PHYSICAL MOUNTING DETAIL / CONTROL NOTES MARK PUMP AIRFLOW (CFM) CAPACITY OA EAT TOTAL SENS CAP EAT, DB EAT, WB V/Ã˜ MCA MOCP LxWxH WEIGHT / SUPPORT DIAGRAM DIAGRAM / REFERENCE SEQUENCE (MBH) TEMP. (DEG F) CAP (MBH) (MBH) (DEG F) (DEG F) (INxINxIN) (LBS) ROLLUDA ARCHITECTS, INC. (DEG F) 105 S MAIN ST, #323 SEATTLE, WA 98104 FCU-103A LARGE CONFERENCE ROOM WEST DAIKIN / FXSQ24TAVJU FAN COIL UNIT HP-04 740 24.4 47.0 70.0 20.1 8.8 75 62 208/1 1.8 15.0 32x40x10 82.0 CEILING 8/M7.01 3/M9.04 1, 2, 3, 4, 5, 6 FCU-103A PHONE (206)624-4222 FAX (206)624-4226 FCU-103B LARGE CONFERENCE ROOM EAST DAIKIN / FXSQ24TAVJU FAN COIL UNIT HP-04 740 24.4 47.0 70.0 20.1 8.8 75 62 208/1 1.8 15.0 32x40x10 82.0 CEILING 8/M7.01 3/M9.04 1, 2, 3, 4, 5, 6 FCU-103B FCU-107 BREAK ROOM DAIKIN / FXSQ24TAVJU FAN COIL UNIT HP-04 740 5.5 47.0 70.0 20.1 14.0 75 62 208/1 1.8 15.0 32x40x10 82.0 CEILING 8/M7.01 3/M9.04 1, 2, 3, 4, 5, 6 FCU-107 FCU-101 LOBBY DAIKIN / FXSQ24TAVJU FAN COIL UNIT HP-04 740 3.9 47.0 70.0 20.1 13.3 75 62 208/1 1.8 15.0 32x40x10 82.0 CEILING 8/M7.01 3/M9.04 1,2,3,4,5 FCU-101 FCU-143A CSR/LOBBY NORTH DAIKIN / FXSQ12TAVJU FAN COIL UNIT HP-04 335 4.6 47.0 70.0 10.0 7.3 75 62 208/1 0.8 15.0 32x22x10 55.0 CEILING 8/M7.01 3/M9.04 1,2,3,4,5 FCU-143A FCU-143B CSR/LOBBY SOUTH DAIKIN / FXSQ36TAVJU FAN COIL UNIT HP-04 1130 8.2 47.0 70.0 23.5 20.2 75 62 208/1 2.5 15.0 32x56x10 101.0 CEILING 8/M7.01 3/M9.04 1,2,3,4,5 FCU-143B FCU-143C CRS/LOBBY TEMP OFFICE/CONF DAIKIN / FXZQ05TAVJU CEILING CASSETTE HP-04 300 6.5 47.0 70.0 5.8 4.7 75 62 208/1 0.3 15.0 23x23x11 35 CEILING 8/M7.01 3/M9.04 1,2,4,5 FCU-143C FCU-142 OFFICE / CONF ROOM DAIKIN / FXSQ05TAVJU FAN COIL UNIT HP-04 280 3.2 47.0 70.0 5.0 2.8 75 62 208/1 0.8 15.0 32x22x10 55.0 CEILING 8/M7.01 3/M9.04 1,2,3,4,5 FCU-142 1201 third avenue, ste 600 FCU-109 CASH COUNTING DAIKIN / FXZQ05TAVJU CEILING CASSETTE HP-05 300 6.5 47.0 70.0 5.8 4.7 75 62 208/1 0.3 15.0 23x23x11 35.0 CEILING 8/M7.01 3/M9.04 1,2,4,5 FCU-109 seattle, wa 98101 206.448.3376 FCU-112 MOTHER'S ROOM DAIKIN / FXZQ05TAVJU CEILING CASSETTE HP-05 300 6.5 47.0 70.0 5.8 4.7 75 62 208/1 0.3 15.0 23x23x11 35.0 CEILING 8/M7.01 3/M9.04 1,2,4,5 FCU-112 www.hargis.biz FCU-113 PRIVACY ROOM DAIKIN / FXZQ05TAVJU CEILING CASSETTE HP-05 300 6.5 47.0 70.0 5.8 4.7 75 62 208/1 0.3 15.0 23x23x11 35.0 CEILING 8/M7.01 3/M9.04 1,2,4,5 FCU-113 FCU-115 CONF ROOM DAIKIN / FXSQ09TAVJU FAN COIL UNIT HP-05 320 1.3 47.0 70.0 6.8 5.4 75 62 208/1 0.8 15.0 32x22x10 55.0 CEILING 8/M7.01 3/M9.04 1,2,3,4,5 FCU-115 FCU-116 OFFICE CONF ROOM DAIKIN / FXSQ05TAVJU FAN COIL UNIT HP-05 280 1.3 47.0 70.0 6.4 4.2 75 62 208/1 0.8 15.0 32x22x10 55.0 CEILING 8/M7.01 3/M9.04 1,2,3,4,5 FCU-116 FCU-141A OPEN OFFICE ENG / DES NORTH DAIKIN / FXSQ12TAVJU FAN COIL UNIT HP-05 335 3.3 47.0 70.0 10.0 6.6 75 62 208/1 0.8 15.0 32x22x10 55.0 CEILING 8/M7.01 3/M9.04 1,2,3,4,5 FCU-141A FCU-141B OPEN OFFICE ENG / DES SOUTH DAIKIN / FXSQ15TAVJU FAN COIL UNIT HP-05 530 3.8 47.0 70.0 12.6 8.2 75 62 208/1 1.4 15.0 32x28x10 60.0 CEILING 8/M7.01 3/M9.04 1,2,3,4,5 FCU-141B FCU-118E OPEN OFFICE ENG TEMP OFFICE/ CONF DAIKIN / FXZQ05TAVJU CEILING CASSETTE HP-05 300 6.5 47.0 70.0 5.8 4.7 75 62 208/1 0.3 15.0 23x23x11 35.0 CEILING 8/M7.01 3/M9.04 1,2,4,5 FCU-118E 1 FCU-118A OPEN OFFICE FLEX/ ADMIN SOUTH DAIKIN / FXSQ09TAVJU FAN COIL UNIT HP-05 320 3.1 47.0 70.0 8.1 5.6 75 62 208/1 0.8 15.0 32x22x10 55.0 CEILING 8/M7.01 3/M9.04 1,2,3,4,5 FCU-118A FCU-118B OPEN OFFICE FLEX/ ADMIN NORTH DAIKIN / FXSQ18TAVJU FAN COIL UNIT HP-05 600 4.8 47.0 70.0 15.1 10.2 75 62 208/1 1.6 15.0 32x40x10 77.0 CEILING 8/M7.01 3/M9.04 1,2,3,4,5 FCU-118B FCU-118C OPEN OFFICE FLEX/ ADMIN EAST DAIKIN / FXSQ12TAVJU FAN COIL UNIT HP-05 335 4.6 47.0 70.0 10.0 7.3 75 62 208/1 0.8 15.0 32x22x10 55.0 CEILING 8/M7.01 3/M9.04 1,2,3,4,5 FCU-118C OPEN OFFICE FLEX/ ADMIN NORTH FCU-118D DAIKIN / FXZQ05TAVJU CEILING CASSETTE HP-05 300 6.5 47.0 70.0 5.8 4.7 75 62 208/1 0.3 15.0 23x23x11 35.0 CEILING 8/M7.01 3/M9.04 1,2,4,5 FCU-118D CONFERENCE 1 FCU-119 OFFICE / CONF ROOM DAIKIN / FXZQ05TAVJU CEILING CASSETTE HP-05 300 6.5 47.0 70.0 5.8 4.7 75 62 208/1 0.3 15.0 23x23x11 35.0 CEILING 8/M7.01 3/M9.04 1,2,4,5 FCU-119 FCU-121A CREW ROOM NORTH DAIKIN / FXSQ24TAVJU FAN COIL UNIT HP-05 740 4.7 47.0 70.0 20.1 14.6 75 62 208/1 1.8 15.0 32x40x10 82.0 CEILING 8/M7.01 3/M9.04 1,2,3,4,5 FCU-121A FCU-121B CREW ROOM SOUTH DAIKIN / FXSQ24TAVJU FAN COIL UNIT HP-05 740 4.7 47.0 70.0 20.1 14.7 75 62 208/1 1.8 15.0 32x40x10 82.0 CEILING 8/M7.01 3/M9.04 1,2,3,4,5 FCU-121B FCU-134 MENS LOCKER ROOM DAIKIN / FXSQ15TAVJU FAN COIL UNIT HP-05 530 5.6 47.0 70.0 12.6 8.5 75 62 208/1 1.4 15.0 32x28x10 60.0 CEILING 8/M7.01 3/M9.04 1,2,3,4,5 FCU-134 FCU-133 WOMENS LOCKER ROOM DAIKIN / FXSQ15TAVJU FAN COIL UNIT HP-05 530 6.2 47.0 70.0 12.6 7.6 75 62 208/1 1.4 15.0 32x28x10 60.0 CEILING 8/M7.01 3/M9.04 1,2,3,4,5 FCU-133 FCU-137 WELLNESS AEROBICS DAIKIN / FXSQ48TAVJU FAN COIL UNIT HP-05 1310 4.6 47.0 70.0 31.2 23.8 75 62 208/1 2.8 15.0 32x56x10 104.0 CEILING 8/M7.01 3/M9.04 1,2,3,4,5 FCU-137 S N FCU-128 WELLNESS WEIGHT/EQUIPMENT DAIKIN / FXSQ24TAVJU FAN COIL UNIT HP-05 740 4.2 47.0 70.0 20.1 13.3 75 62 208/1 1.8 15.0 32x40x10 82.0 CEILING 8/M7.01 3/M9.04 1,2,3,4,5 FCU-128 IO T A IC N IF NOTES: IO D T O 1. PROVIDE REFRIGERANT PIPING SIZED TO MANUFACTURER'S RECOMMENDATION. REFER TO M6.11 FOR BASIS OF DESIGN SYSTEM SIZING. C M 2. PROVIDE CONDENSATE PUMP WITH UNIT. U N 3. PROVIDE WITH RETURN PLENUM / FILTER RACK SIZED FOR TWO, THREE, OR FOUR, 2"X12"X12" FILTERS. PROVIDE TRANSITION TO DUCTED UNIT RETURN CONNECTION SIZE. REPLACEABLE FILTERS SHALL BE 2" THICK, MERV 13. R T IO 4. SYSTEM SHALL COMPLY WITH 2018 WSEC SECTION 403.3.5 DEDICATED OUTDOOR AIR SYSTEM REQUIREMENTS. S T 5. PROVIDE REFRIGERANT PIPING SIZED TO MANUFACTURER'S RECOMMENDATION. REFER TO M6.11 FOR BASIS OF DESIGN SYSTEM SIZING. N C 6. PROVIDE WITH DAIKIN DKN PLUS INTERFACE FOR INTEGRATION WITH SECTION 230900 THERMOSTAT. O U R C T R S O N VARIABLE AIR VOLUME UNIT SCHEDULE F O D C E T MARK AREA SERVED MANUFACTURER / MODEL NO. DOAS UNIT ASSOCIATED MIN MAX INLET DUCT OUTLET INLET OUTLET ELECTRICAL PHYSICAL MOUNTING / DETAIL / CONTROL NOTES MARK U S FCU(S) (CFM) (CFM) (IN DIA) DUCT (INxIN) SP (IN SP V/Ã˜ LxWxH WEIGHT SUPPORT DIAGRAM DIAGRAM / S O WC) (IN WC) (INxINxIN) (LBS) REFERENCE SEQUENCE REVISIONIS P VAV-103A LARGE CONFERENCE ROOM - WEST NAILOR 3001-7 DOAS-01 FCU-103A 55 425 7" PER PLAN 0.8 0.5 24/1 26x12x13 75 SUSPENDED 10/M7.01 4/M9.03 1,2,3 VAV-103A 2 4 /2 /2 1 X VAV-103B LARGE CONFERENCE ROOM - EAST NAILOR 3001-7 DOAS-01 FCU-103B 55 425 7" PER PLAN 0.8 0.5 24/1 26x10x10 75 SUSPENDED 10/M7.01 4/M9.03 1,2,3 VAV-103B /2 /X 6 X 0 X VAV-107 BREAK ROOM NAILOR 3001-6 DOAS-01 FCU-107 30 400 6" PER PLAN 0.8 0.5 24/1 26x10x10 75 SUSPENDED 10/M7.01 4/M9.03 1,2,3 VAV-107 DATE 0 1 VAV-101 LOBBY NAILOR 3001-5 DOAS-01 FCU-107 225 225 5" PER PLAN 0.8 0.5 24/1 26x10x10 75 SUSPENDED 10/M7.01 4/M9.03 1,2,3 VAV-101 NO. VAV-143 CSR/LOBBY NAILOR 3001-6 DOAS-01 FCU-143A, B 105 350 6" PER PLAN 0.8 0.5 24/1 26x10x10 75 SUSPENDED 10/M7.01 4/M9.03 1,2,3 VAV-143 VAV-142 OFFICE / CONF ROOM NAILOR 3001-4 DOAS-01 FCU-142 10 30 4" PER PLAN 0.8 0.5 24/1 26x10x10 75 SUSPENDED 10/M7.01 4/M9.03 1,2,3 VAV-142 VAV-113 CASH COUNTING / MOTHER'S ROOM / PRIVACY ROOM NAILOR 3001-4 DOAS-01 FCU-109, 112, 113 20 90 4" PER PLAN 0.8 0.5 24/1 26x10x10 75 SUSPENDED 10/M7.01 4/M9.03 1,2,3 VAV-113 VAV-1E DOAS-01 EXHAUST NAILOR 30X-4 DOAS-01 - 200 200 10x10 PER PLAN 0.8 0.5 24/1 26x10x10 75 SUSPENDED 10/M7.01 3/M9.03 1,2,3 VAV-1E VAV-1R DOAS-01 RETURN NAILOR 30X-14 DOAS-01 - 500 1820 24x12 PER PLAN 0.8 0.5 24/1 26x24x13 75 SUSPENDED 10/M7.01 3/M9.03 1,2,3 VAV-1R VAV-115 CONFERENCE ROOM NAILOR 3001-4 DOAS-02 FCU-115 25 105 4" PER PLAN 0.8 0.5 24/1 26x10x10 75 SUSPENDED 10/M7.01 4/M9.03 1,2,3 VAV-115 VAV-116 OFFICE / CONFERENCE ROOM NAILOR 3001-4 DOAS-02 FCU-116 15 55 4" PER PLAN 0.8 0.5 24/1 26x10x10 75 SUSPENDED 10/M7.01 4/M9.03 1,2,3 VAV-116 VAV-141 OPEN OFFICE ENG/ DES NAILOR 3001-5 DOAS-02 FCU-143A, B, C 165 205 5" PER PLAN 0.8 0.5 24/1 26x10x10 75 SUSPENDED 10/M7.01 4/M9.03 1,2,3 VAV-141 VAV-118A OPEN OFFICE FLEX/ ADMIN/ FOREMAN/ SERVICEMEN NAILOR 3001-6 DOAS-02 FCU-118A, B 55 400 6" PER PLAN 0.8 0.5 24/1 26x10x10 75 SUSPENDED 10/M7.01 4/M9.03 1,2,3 VAV-118A 1 VAV-118B OPEN OFFICE FLEX/ ADMIN/ FOREMAN/ SERVICEMEN NAILOR 3001-5 DOAS-02 FCU-118C 55 165 5" PER PLAN 0.8 0.5 24/1 26x10x10 75 SUSPENDED 10/M7.01 4/M9.03 1,2,3 VAV-118B VAV-119 OFFICE / CONF ROOM NAILOR 3001-4 DOAS-02 FCU-119 15 45 4" PER PLAN 0.8 0.5 24/1 26x10x10 75 SUSPENDED 10/M7.01 4/M9.03 1,2,3 VAV-119 VAV-121 CREW ROOM NAILOR 3001-9 DOAS-02 FCU-121A, B 165 840 9" PER PLAN 0.8 0.5 24/1 26x14x13 75 SUSPENDED 10/M7.01 4/M9.03 1,2,3 VAV-121 VAV-134 MENS LOCKER ROOMS NAILOR 3001-6 DOAS-03 FCU-134 235 235 6" PER PLAN 0.8 0.5 24/1 26x10x10 75 SUSPENDED 10/M7.01 4/M9.03 1,2,3 VAV-134 VAV-133 WOMENS LOCKER ROOMS NAILOR 3001-5 DOAS-03 FCU-133 200 200 5" PER PLAN 0.8 0.5 24/1 26x10x10 75 SUSPENDED 10/M7.01 4/M9.03 1,2,3 VAV-133 VAV-136 WOMEN & MENS RESTROOMS NAILOR 3001-8 DOAS-03 - 600 600 8" PER PLAN 0.8 0.5 24/1 26x12x13 75 SUSPENDED 10/M7.01 4/M9.03 1,2,3 VAV-136 VAV-137 WELLNESS AEROBICS NAILOR 3001-9 DOAS-03 FCU-137 850 850 9" PER PLAN 0.8 0.5 24/1 26x14x13 75 SUSPENDED 10/M7.01 4/M9.03 1,2,3 VAV-137 VAV-128 WELLNESS WEIGHT/EQUIPMENT NAILOR 3001-6 DOAS-03 FCU-128 300 300 6" PER PLAN 0.8 0.5 24/1 26x10x10 75 SUSPENDED 10/M7.01 4/M9.03 1,2,3 VAV-128 VAV-123 CORRIDOR NAILOR 3001-4 DOAS-03 - 135 135 4" PER PLAN 0.8 0.5 24/1 26x10x10 75 SUSPENDED 10/M7.01 4/M9.03 1,2,3 VAV-123 VAV-3.1E DOAS-03 EXHAUST NAILOR 30X-12 DOAS-03 - 1485 1485 18x12 PER PLAN 0.8 0.5 24/1 26x18x13 75 SUSPENDED 10/M7.01 3/M9.03 1,2,3 VAV-3.1E VAV-3R DOAS-03 RETURN NAILOR 30X-12 DOAS-03 - 1135 1135 18x12 PER PLAN 0.8 0.5 24/1 26x14x13 75 SUSPENDED 10/M7.01 3/M9.03 1,2,3 VAV-3R VAV-200 FUTURE OFFICE NAILOR 3001-7 DOAS-02 - 485 485 7" PER PLAN 0.8 0.5 24/1 26x12x13 75 SUSPENDED 10/M7.01 4/M9.03 1,2,3 VAV-200 VAV-3.2E DOAS-01 EXHAUST NAILOR 30X-4 DOAS-03 - 150 150 10x10 PER PLAN 0.8 0.5 24/1 26x10x10 75 SUSPENDED 10/M7.01 3/M9.03 1,2,3 VAV-3.2E NOTES: 1. SECTION 230900 SHALL PROVIDE ELECTRICAL POWER TO VAV UNIT. DO NOT PROVIDE WITH LINE VOLTAGE POWER. 2. PROVIDE WITH DDC CONTROL PANEL ENCLOSURE ON COIL CONNECTION SIDE OF VAV UNIT (IF APPLICABLE). PROVIDE UNIT HAND TO ORIENT BOTH DDC DEVICES AND FLOW CONTROL VALVE ASSEMBLY ON ACCESS SIDE OF UNITS. SEE HVAC DRAWINGS FOR ACCESS SIDE. 3. SYSTEM SHALL COMPLY WITH 2018 WSEC SECTION 403.3.5 DEDICATED OUTDOOR AIR SYSTEM REQUIREMENTS. SNOHOMISH COUNTY PUDNORTH COUNTY COMMUNITY OFFICEOFFICE BUILDING17601 59TH AVE NEARLINGTON, WA 98223 PROJECT: DOAS UNIT SCHEDULE BUILDING IDENTIFIER: MARK LOCATION AREA SERVED MANUFACTURER / ASSOCIATED VRF MIN OA MAX OA SUPPLY FAN MOTOR EXHAUST FAN MOTOR HEATING COOLING ELECTRICAL PHYSICAL MOUNTING DETAIL / CONTROL NOTES MARK MODEL NO. HEAT PUMP (CFM) (CFM) TYPE MAX FLOW ESP RPM RPM HP/QTY BHP/QTY TYPE MAX FLOW ESP RPM HP/QTY BHP/QTY DX EAT LAT MAX TOTAL DX SENSIBLE EAT EAT LAT DB LAT MAX MCA MOP V/Ã˜ LxWxH WEIGHT / SUPPORT DIAGRAM DIAGRAM / REFERENCE SEQUENCE (CFM) (IN WC) (CFM) (IN WC) CAPACITY (DEG F) (DEG F) APD CAPACITY DX DB WB (DEG F) WB APD (INxINxIN) (LBS) A.1 (MBH) (IN WC) (MBH) CAPACITY (DEG F)(DEG F) (DEG F)(IN WC) (MBH) SHEET TITLE: DOAS-01 ROOF OFFICE BUILDING TEMTROL HP-01 500 2020 ECM 2020 1.0 1800 2378 2.3(1) 1.25(1) ECM 2020 0.8 2277 2.3(1) 1.09(1) 37.1 52.5 70 0.1 39.4 29.6 77.2 66 68 57 0.1 8.0 15 460/3 222x88x60 8300 ROOF 2/M7.02 2/M9.04 1,2,3,4,5,6,7 DOAS-01 MECHANICAL DOAS-02 ROOF OFFICE BUILDING TEMTROL HP-02 495 2460 ECM 2460 1.5 1800 2580 2.3(1) 1.87(1) ECM 2460 1.25 2580 2.3(1) 1.63(1) 53.8 52.5 70 0.1 59.0 44.3 77.2 66 68 57 0.1 8.0 15 460/3 222x88x61 8400 ROOF 2/M7.02 2/M9.04 1,2,3,4,5,6,7 DOAS-02 SCHEDULES DOAS-03 ROOF OFFICE BUILDING TEMTROL HP-03 2510 2510 ECM 2510 1.5 1800 2697 2.3(1) 1.80(1) ECM 2620 1.25 2565 2.3(1) 1.52(1) 46.0 52.5 70 0.1 49.5 37.1 77.2 66 68 57 0.1 8.0 15 460/3 222x88x61 8400 ROOF 2/M7.02 2/M9.04 1,2,3,4,5,6,7 DOAS-03 TOTALS 6990 7100 LEAD: BC DRAFTER: SF/RR/JS NOTES: 1. EQUIPMENT SHALL BE PROVIDED WITH A VISIBLE NAMEPLATE INDICATING THE SHORT CIRCUIT CURRENT RATING (SCCR) IN ACCORDANCE WITH UL REQUIREMENTS. REFER TO ELECTRICAL DRAWINGS FOR MINIMUM RATINGS. DATE: 03/22/2022 2. SEE HEAT RECOVERY UNIT SCHEDULE FOR DETAILS. SHEET: 3. SYSTEM SHALL COMPLY WITH WSEC SECTION 403.6 DEDICATED OUTDOOR AIR SYSTEM REQUIREMENTS. 4. PROVIDE WITH HEAT WHEEL BYPASS FOR ECONOMIZER OPERATION. 5. PROVIDE WITH VRF SYSTEM AHU INTEGRATION KIT FOR CONTROL OF REFRIGERANT TO AHU DIRECT EXPANSION COIL TO ALLOW DISCHARGE AIR TEMPERATURE CONTROL. PROVIDE SPACE WITHIN DOAS UNIT TO MOUNT KIT. COORDINATE 208V/1PH POWER CONNECTION TO KIT WITH DIVISION 26. M6.01 6. SECTION 230900 SHALL PROVIDE ALL COMMUNICATIONS AND CONTROL WIRING FOR OUTDOOR VRF SYSTEM UNITS, AHU COMMUNCATIONS KIT, ELECTRONIC EXPANSION VALVE KIT (INCLUDING REQUIRED THERMISTORS) AND DDC SYSTEM CONTROLLERS. PROVIDE ITEMS TO MEET REQUIREMENTS OF VRF SYSTEM MANUFACTURER. SECTION 230900 SHALL INCLUDE FIELD INSTALLATION OF ALL COMPONENTS. 7. PROVIDE SINGLE POINT POWER CONNECTION TO POWER SUPPLY FAN , EXHAUST FAN AND ENERGY RECOVERY WHEEL. PROVIDE WITH SEPARATE 120V/1PH ELECTRICAL CONNECTION FOR UNIT LIGHTING AND CONTROLS POWER. SHEET OF AIR DEVICE SCHEDULE MARK MANUFACTURER / MODEL NO. SUPPLY / DESCRIPTION TYPE NECK SIZE FACE SIZE AIRFLOW FRAME TYPE FINISH MATERIAL ACC. NOTES MARK RETURN / (BORDER TYPE) (LxW) (LxW) RANGE EXH (IN) (IN) < 25 NC ROLLUDA ARCHITECTS, INC. 105 S MAIN ST, #323 A TITUS OMNI SUPPLY SQUARE CEILING DIFFUSER HARD OR LAY-IN 6" DIA 24x24 0 - 150 1 WHITE STEEL 4 WAY 1 A SEATTLE, WA 98104 PHONE (206)624-4222 A TITUS OMNI SUPPLY SQUARE CEILING DIFFUSER HARD OR LAY-IN 8" DIA 24x24 170 - 220 1 WHITE STEEL 4 WAY 1 A FAX (206)624-4226 A TITUS OMNI SUPPLY SQUARE CEILING DIFFUSER HARD OR LAY-IN 10" DIA 24x24 250 - 350 1 WHITE STEEL 4 WAY 1 A A TITUS OMNI SUPPLY SQUARE CEILING DIFFUSER HARD OR LAY-IN 12" DIA 24x24 375 - 475 1 WHITE STEEL 4 WAY 1 A A TITUS OMNI SUPPLY SQUARE CEILING DIFFUSER HARD OR LAY-IN 14" DIA 24x24 500 - 650 1 WHITE STEEL 4 WAY 1 A B TITUS OMNI SUPPLY SQUARE CEILING DIFFUSER HARD OR LAY-IN 6" DIA 12x12 0 - 150 1 WHITE STEEL 4 WAY 1 B B TITUS OMNI SUPPLY SQUARE CEILING DIFFUSER HARD OR LAY-IN 8" DIA 12x12 0 - 220 1 WHITE STEEL 4 WAY 1 B B TITUS OMNI SUPPLY SQUARE CEILING DIFFUSER HARD OR LAY-IN 10" DIA 12x12 250 - 450 1 WHITE STEEL 4 WAY 1 B 1201 third avenue, ste 600 seattle, wa 98101 206.448.3376 F TITUS 8R RET/EXH EGGCRATE RETURN GRILLE HARD OR LAY-IN 10x10 12x12 UP TO 450 1 WHITE ALUMINUM PFA 2 F www.hargis.biz F TITUS 8R RET/EXH EGGCRATE RETURN GRILLE HARD OR LAY-IN 22x10 24x12 UP TO 700 1 WHITE ALUMINUM PFA 2 F F TITUS 8R RET/EXH EGGCRATE RETURN GRILLE HARD OR LAY-IN 22x22 24x24 UP TO 1600 1 WHITE ALUMINUM PFA 2 F F TITUS 8R RET/EXH EGGCRATE RETURN GRILLE HARD OR LAY-IN 22x46 24x48 UP TO 3000 1 WHITE ALUMINUM PFA 2 F G TITUS 300RL SUPPLY DBL DEFLECTION SUPPLY GRILLE SIDEWALL PER PLANS - - 1 WHITE STEEL 3 G J TITUS 33RL RET/EXH HEAVY DUTY RETURN GRILLE SIDEWALL SIDEWALL - - 1 WHITE STEEL 3 J NOTES: 1. ADJUSTABLE DISCHARGE, PLASTER TRIM. 2. WITH PLASTER FRAME. 3. PROVIDE WITH FACTORY CUSTOM COLOR FINISH. COORDINATE COLORS WITH ARCHITECT. VRF HEAT PUMP SCHEDULE - BC CONTROLLER MARK LOCATION MANUFACTURER / MODEL NO. ASSOCIATED UNIT ELECTRICAL PHYSICAL DETAIL / NOTES MARK V/Ã˜ MAX CAP. MCA MOCP LxWxH WEIGHT DIAGRAM PER PORT (INxINxIN) (LBS) REFERENCE BC-01 CORRIDOR 117 DAIKIN / BSF6Q54TVJ HP-04 208/1 54000 0.6 15.0 24x24x10 80 1/M6.11 1,2,3 BC-01 BC-02 OPEN OFFICE ENG / DES 141 DAIKIN / BSF6Q54TVJ HP-04 208/1 54000 0.6 15.0 24x24x10 80 1/M6.11 1,2,3 BC-02 S N BC-03 CORRIDOR 117 DAIKIN / BSF6Q54TVJ HP-05 208/1 54000 0.6 15.0 24x24x10 80 2/M6.11 1,2,3 BC-03 IO T A BC-04 CORRIDOR 117 DAIKIN / BSF8Q54TVJ HP-05 208/1 54000 0.8 15.0 24x14x10 90 2/M6.11 1,2,3 BC-04 IC N IF BC-05 WELLNESS/EQUIP 128 DAIKIN / BSF6Q54TVJ HP-05 208/1 54000 0.6 15.0 24x14x10 80 2/M6.11 1,2,3 BC-05 IO D T O NOTES: C M U N 1. MAINTAIN MINIMUM 12" CLEAR ABOVE TOP OF BC CONTROLLER FOR MAINTENANCE ACCESS. (1) FULL 2x2 ACCESS TILE ADJACENT TO CONTROLLER SHALL BE CLEAR OF ANY R CEILING DEVICES FOR ACCESS. T IO 2. LOCATE BC CONTRLLLER PER PLAN ABOVE ACCESSIBLE CEILINGS. S T 3. PROVIDE REFRIGERANT PIPING SIZED TO MANUFACTURER'S RECOMMENDATION. REFER TO M6.11 FOR BASIS OF DESIGN SYSTEM SIZING. N C O U R C T R S O N MINI SPLIT SYSTEM AIR CONDITIONING SCHEDULE F O D C E T MARK LOCATION AREA SERVED MANUFACTURER / MODEL NO. FAN COOLING COOLING SEER ECM FAN WATTS ELECTRICAL PHYSICAL DETAIL / CONTROL NOTES MARK U S FLOW TOTAL CAP SENS CAP MOTOR MCA MOCP V/Ã˜ LxWxH WEIGHT DIAGRAM DIAGRAM / S O (CFM) (MBH) (MBH) (FLA) (INxINxIN) (LBS) REFERENCE SEQUENCE REVISIONIS P 2 4 AC-01 ELEV ROOM ELEVATOR ROOM MITSUBISHI PKA-A24KA7 775 24.0 18.5 21.4 0.36 56 1.0 A 208/1 46x12x15 50 3/M7.02 1/M9.04 1,2,3,4,5 AC-01 /21 /2X /2 /X 6 X CU-01 ROOF ELEVATOR ROOM MITSUBISHI PUZ-A24NHA7 - - 21.4 0.4 19.0 A 25 A 208/1 38x15x38 160 3/M7.02 1/M9.04 1,2,3,4,5 CU-01 0 X DATE AC-02A COMM/FIBER ROOM COMM/FIBER ROOM MITSUBISHI PKA-A24KA7 775 24.0 18.5 21.4 0.36 56 1.0 A 208/1 46x12x15 50 3/M7.02 1/M9.04 1,2,3,5 AC-02A 0 1 NO. CU-02A ROOF COMM/FIBER ROOM MITSUBISHI PUZ-A24NHA7 - - 21.4 0.4 19.0 A 25 A 208/1 38x15x38 160 3/M7.02 1/M9.04 1,2,3,5 CU-02A AC-02B COMM/FIBER ROOM COMM/FIBER ROOM MITSUBISHI PKA-A24KA7 775 24.0 18.5 21.4 0.36 56 1.0 A 208/1 46x12x15 50 3/M7.02 1/M9.04 1,2,3,5 AC-02B CU-02B ROOF COMM/FIBER ROOM MITSUBISHI PUZ-A24NHA7 - - 21.4 0.4 19.0 A 25 A 208/1 38x15x38 160 3/M7.02 1/M9.04 1,2,3,5 CU-02B AC-03A ELECTRICAL ROOM ELECTRICAL ROOM MITSUBISHI PKA-A18HA7 425 18.0 12.2 18.5 0.33 30 1.0 A 208/1 36x10x12 30 3/M7.02 1/M9.04 1,2,3,5 AC-03A CU-03A ROOF ELECTRICAL ROOM MITSUBISHI PUY-A18NKA7 - - 18.5 0.5 11.0 A 15 A 208/1 32x12x25 100 3/M7.02 1/M9.04 1,2,3,5 CU-03A AC-03B ELECTRICAL ROOM ELECTRICAL ROOM MITSUBISHI PKA-A18HA7 425 18.0 12.2 18.5 0.33 30 1.0 A 208/1 36x10x12 30 3/M7.02 1/M9.04 1,2,3,5 AC-03B CU-03B ROOF ELECTRICAL ROOM MITSUBISHI PUY-A18NKA7 - - 18.5 0.5 11.0 A 15 A 208/1 32x12x25 100 3/M7.02 1/M9.04 1,2,3,5 CU-03B AC-04A ELEC/COMM ROOM ELECTRICAL ROOM MITSUBISHI PKA-A18HA7 425 18.0 12.2 18.5 0.33 30 1.0 A 208/1 36x10x12 30 3/M7.02 1/M9.04 1,2,3,5 AC-04A CU-04A ROOF ELECTRICAL ROOM MITSUBISHI PUY-A18NKA7 - - 18.5 0.5 11.0 A 15 A 208/1 32x12x25 100 3/M7.02 1/M9.04 1,2,3,5 CU-04A AC-04B ELEC/COMM ROOM ELECTRICAL ROOM MITSUBISHI PKA-A18HA7 425 18.0 12.2 18.5 0.33 30 1.0 A 208/1 36x10x12 30 3/M7.02 1/M9.04 1,2,3,5 AC-04B 1 CU-04B ROOF ELECTRICAL ROOM MITSUBISHI PUY-A18NKA7 - - 18.5 0.5 11.0 A 15 A 208/1 32x12x25 100 3/M7.02 1/M9.04 1,2,3,5 CU-04B TOTALS 108.0 NOTES: 1. PROVIDE POWER CONNECTION TO AC UNIT FROM CONDENSING UNIT. POWER WIRING SHALL BE PROVIDED BY DIVISION 26. 2. PROVIDE WITH REFRIGERANT PIPING SIZED PER MANUFACTURER'S RECOMMENDATIONS. PROVIDE WITH R-410A REFRIGERANT. 3. PROVIDE WITH LOW AMBIENT COOLING CONTROL. 4. PROVIDE WITH HEAT PUMP OPERATION. 5. PROVIDE WITH DAIKIN DKN PLUS INTERFACE FOR INTEGRATION WITH VRF SYSTEM THROUGH BACNET. VRF HEAT PUMP SCHEDULE - OUTDOOR UNITS MARK LOCATION AREA SERVED MANUFACTURER / MODEL NO. HEATING COOLING ELECTRICAL PHYSICAL MOUNTING DETAIL / CONTROL NOTES MARK CAPACITY OA TOTAL OA TEMP. V/Ã˜ RLA MCA MOCP LxWxH WEIGHT / SUPPORT DIAGRAM DIAGRAM / REFERENCE SEQUENCE (MBH) TEMP. CAP (MBH) (DEG F) (INxINxIN) (LBS) (DEG F) HP-01 ROOF DOAS-01 DAIKIN / RXTQ36TAVJ9A 37.1 19.5 39.4 82 208/1 15.3 16.5 20 37x13x39 200 ROOF 1/M7.02 3/M9.04 1,2 HP-01 HP-02 ROOF DOAS-02 DAIKIN / RXTQ60TAVJUA 53.8 19.5 59.0 82 208/1 23.2 29.1 35 39x13x53 250 ROOF 1/M7.02 3/M9.04 1,2 HP-02 HP-03 ROOF DOAS-03 DAIKIN / RXTQ48TAVJUA 46.0 19.5 49.5 82 208/1 19.0 29.1 35 37x13x39 200 ROOF 1/M7.02 3/M9.04 1,2 HP-03 HP-04 ROOF OFFICE BLDG DAIKIN / REYQ144AAYDA 135.9 19.5 136.5 82 460/3 14.4 21.7 25 49x31x67 800 ROOF 1/M7.02 3/M9.04 1,2 HP-04 SNOHOMISH COUNTY PUDNORTH COUNTY COMMUNITY OFFICEOFFICE BUILDING17601 59TH AVE NEARLINGTON, WA 98223 HP-05 ROOF OFFICE BLDG DAIKIN / REYQ216AAYDA 178.2 19.5 190.3 82 460/3 25.4 30.4 35 69x31x67 975 ROOF 1/M7.02 3/M9.04 1,2 HP-05 PROJECT: BUILDING IDENTIFIER: NOTES: 1. EQUIPMENT SHALL BE PROVIDED WITH A VISIBLE NAMEPLATE INDICATING THE SHORT CIRCUIT CURRENT RATING (SCCR) IN ACCORDANCE WITH UL REQUIREMENTS. REFER TO ELECTRICAL DRAWINGS FOR MINIMUM RATINGS.. 2. PROVIDE REFRIGERANT PIPING SIZED TO MANUFACTURER'S RECOMMENDATION. REFER TO M6.11 FOR BASIS OF DESIGN SYSTEM SIZING. A.1 SHEET TITLE: MECHANICAL SCHEDULES LEAD: BC DRAFTER: SF/RR/JS DATE: 03/22/2022 SHEET: M6.02 SHEET OF Product Line: EVERWALL Project No: SNOHOMISH COUNTY PUD - NCCO 25223 Project Manager: BOB CLARK PROJECT INFORMATION E.W. SYMBOLS Account Manager: CAMERON HOOD AREA A Designer: Seismic : Required JEFF LANE Phone No: Ceiling Height: 10' Ceiling Type: ACT - Ceiling Clip Type (If applicable):1" Tegular SHEET INDEX O AP H MPI G MPI 1C 2 PG.# TITLE MPI 2 HM72 1C HM36 1C (N) HM72(N) HM72 Ceiling Height: 9'-11" 3 15' -1-1/2" 1C 15' -1-1/2" 15' -10" B A J I (N) 2 K L 0.0 Cover Sheet HM144 2 HM144 HM144 HM144 2 HM144 Ceiling Type: ACT 1.1 Overall Floor Plan 2 H2HHM36 1C EVERWALL SYMBOLS P (N)2 2.1 Enlarged Floor Plan D5 HM144 JBS 2 D (N) Ceiling Clip Type (If applicable):1" Tegular JBS Q JC JCS 3.1 Elevations 9' -9-1/4" HM36H2HMPI JA180 D5 JC JBS C E F JA180 JA180 JH 4.1 Door Schedules and Legends 7' -4-1/4" 10' -0" D7 9' -9-1/4" AJ UTILITY PANEL IN LINE JUNCTION 6" BYPASS D7 5.1 Details AK Ceiling Height: 9' 6.1 Renderings 1C EVERWALL WALL 1C HM144 13' -6-3/4" Ceiling Type: SOFFIT R S T U HM144 3 13' -6-3/4" (N) HM72 3 2 (N) HM36 EVERWALL JUNCTIONS & ENDS H2H 1C HM72 Ceiling Clip Type (If applicable):N/A JBS X AA MPI AC V JT 2 D24 JC JBS H2H HM144 H2HHM36H2H HM144 JA90 JC 135 DEGREE Y Z AB W JC MINI END 1' -10-1/2" 9' -9-1/4" 11' -1-1/4" 8' -9" L - JUNCTION JUNCTION MES SMALL Panel Type: Steelcase EverWall - Clerestory Wall With Fabric JA135 And Laminate Skins JBS D25 D25 UP JC JBS MINI END T JT MEDIUM H2H Tile Finish: 2HAE Dark Olivine, 2UH4 Cement, Boccie - New JA90 JC 120 DEGREE MEM AD AE AG AF 10' -2" HM144 10' -2" JC JUNCTION 2 T - JUNCTION HM144 (N) JA120 2 AI H2H 1C (N) 2 Rice MPI T MINI END AH MEL LARGE 14' -2" Glass: 3/8" Clear Tempered Glass JA JT JBS JBS VARIABLE DEGREE Frame Finish: Merle Textured Paint X - JUNCTION JC FE FINISHED JC JUNCTION END (*** = ANGLE) JA*** Seals and Insulation: Yes 17601 59TH AVE NE A ADAPTER A ADAPTER CUT END ARLINGTON, WA 98223 ON MODULE OFF MODULE Door Type: EVERWALL DOORS COVER SHEET Swing door: Polished Edge Swing Door SLIDER DOOR D# DOOR NUMBER TAG Glass: 1/2" Clear Tempered Glass V40.000/106.858L Swing Door: Full Height Veneer SNOHOMISH COUNTY PUD - NCCO Finish: 3P51 Planked Maple PAINTED DOOR PAINTED DOOR WITH CLOSER V40.000/106.858L V40.000/106.858L Power: Type: 3-Circuit 3SN VENEER DOOR Location: ADA VENEER DOOR WITH CLOSER V40.000/106.858L V40.000/106.858L Infeed Type: Hardwire/Ceiling Infeed SCOPE OF WORK ENGINEERING Special Conditions: Cut Kit To Be Used Around Window Sill GLASS DOOR GLASS DOOR WITH CLOSER Condition V40.000/106.858L V40.000/106.858L STAMP CLIENT APPROVAL EVERWALL ELECTRICAL SYMBOLS DUPLEX HARDWIRE APPROVED 1 RECEPTACLE RECEPTACLE APPROVED AS NOTED HARDWIRE REVISE & RESUBMIT COMMUNICATION COMMUNICATION HARDWIRE APPROVED BY & DATE: SWITCH $ USB MODULAR 1U RECEPTACLE HM144 HARNESS HARNESS TO MULTIPURPOSE H2H HARNESS MPI INFEED CONNECTOR SHOP STAMP AREA LINEAR FOOTAGE LEGEND SHOP DRAWING GENERAL NOTES REVISIONS REV DWN DATE 1 JL 3/7/24 1. All dimensions are center to center unless otherwise noted on the drawing 2 JL 3/19/24 2. All Floors, ceilings and adjacent walls must be finished prior to commencement of Installation 3. All material will be provided per the specified finishes and styles indicated on these drawings. Any 3 JL 3/26/24 changes in scope may result in additional cost and schedule impact. 4 JL 4/18/24 4. Product will not be released for manufacturing until these drawings have been approved and field 5 JL 4/25/24 dimensions have been taken. In the event field dimensions cannot be taken and the customer agrees to 6 JL 5/14/24 Linear Footage Legend use hold to dimensions, customer acknowledges said dimensions shall match all approved dimensions on 7 JL 5/30/24 Description Linear Footage these shop drawings. 5. Any factory cutouts that need provided, shall be located and dimensioned by the owner/architect on Everwall Glass Wall 5'11.50" these shop drawings. In the event additional cutouts are required, those will be done in the field at Everwall Glass Frame and Glass Kit 6'10.00" additional cost and schedule impact. Everwall Clerestory Wall 134'1.25" 6. The final termination of all power will be provided by others. Any power, data, thermostat, low voltage, Everwall Swing Door 24'2.00" etc. that will be added in Steelcase walls must be coordinated/sequenced with the wall schedule. Total Linear Footage - Everwall 171'0.75" Additional labor will be incurred if separate schedule is required. Total Linear Footage 171'0.75" 7. Voice Data, Audiovisual (V/D, AV) T-Stat or other wiring will be provided by others. Coordination of these devices and wires shall be done by others in conjunction with the Steelcase or Dealerâ€™s P.M. 8. All symbols, shading or hatching in no way represents the actual appearance of the product material. Finish samples are available upon request. 9. In a seismic area, the seismic bracing requirements, associated engineering calculations and permitting are the responsibility of the structural engineer of record. (OPTIONAL) Page No: 10. The only material supplied by Steelcase is the product in the Bill of Materials from the layout requested. 3-D VIEW OF PLAN 0.0 O AP H G MPI MPI 1C 2 MPI 2 HM72 1C HM36 1C (N) HM72 HM72 (N) 3 15' -1-1/2" 1C 15' -1-1/2" 15' -10" B A J I (N) 2 K L HM144 2 HM144 HM144 HM144 2 HM144 2 H2HHM36 1C P (N) 2 D5 HM144 2 D (N) Q 9' -9-1/4" HM36H2H MPI D5 C E F 7' -4-1/4" 10' -0" D7 9' -9-1/4" AJ D7 AK 1C 1C HM144 13' -6-3/4" R S T U HM144 3 13' -6-3/4" (N) HM72 3 2 (N) HM36 H2H 1C HM72 17601 59TH AVE NE MPI X AA AC V 2 ARLINGTON, WA 98223 D24 H2H HM144 H2HHM36H2H HM144 Y Z AB W 9' -9-1/4" 11' -1-1/4" 8' -9" 1' -10-1/2" D25 SNOHOMISH COUNTY PUD - NCCO D25 OVERALL FLOOR PLAN T UP H2H AD AE AG AF 10' -2" HM144 10' -2" 2 HM144 (N) 2 AI H2H 1C (N) 2 MPI T AH 14' -2" MOP DRYING RACK ENGINEERING STAMP SHOP STAMP AREA REVISIONS REV DWN DATE 1 JL 3/7/24 2 JL 3/19/24 3 JL 3/26/24 4 JL 4/18/24 5 JL 4/25/24 6 JL 5/14/24 7 JL 5/30/24 1 OVERALL FLOOR PLAN 1.1 Scale: 1/8" = 1'-0" Page No: 1.1 EVERWALL SYMBOLS EVERWALL SYMBOLS JBS JBS JC JCS JA180 JC JBS JA180 JA180 JH UTILITY PANEL IN LINE JUNCTION 6" BYPASS EVERWALL WALL EVERWALL JUNCTIONS & ENDS JBS JT JC JBS JA90 JC 135 DEGREE MINI END JC L - JUNCTION JUNCTION MES SMALL JA135 JBS JC MINI END JT JBS MEDIUM JA90 JC 120 DEGREE MEM JC JUNCTION T - JUNCTION JA120 MINI END MEL LARGE JA JT JBS JBS VARIABLE DEGREE X - JUNCTION JC FE FINISHED JC JUNCTION END (*** = ANGLE) JA*** A ADAPTER A ADAPTER CUT END ON MODULE OFF MODULE EVERWALL DOORS SLIDER DOOR D# DOOR NUMBER TAG V40.000/106.858L PAINTED DOOR PAINTED DOOR WITH CLOSER V40.000/106.858L V40.000/106.858L VENEER DOOR VENEER DOOR WITH CLOSER V40.000/106.858L V40.000/106.858L GLASS DOOR GLASS DOOR WITH CLOSER MINI-END ALIGNS WITH V40.000/106.858L V40.000/106.858L EVERWALL ELECTRICAL SYMBOLS MULLION - INSTALL DUPLEX HARDWIRE SEALS BUT DO NOT 1 RECEPTACLE RECEPTACLE HARDWIRE SCREW TO MULLION COMMUNICATION COMMUNICATION HARDWIRE SWITCH $ USB MODULAR 1U RECEPTACLE HM144 HARNESS HARNESS TO MULTIPURPOSE H2H HARNESS MPI INFEED CONNECTOR 17601 59TH AVE NE ARLINGTON, WA 98223 ENLARGED PLAN D25 D25 GENERAL NOTES SNOHOMISH COUNTY PUD - NCCO T H2H AD AE AG AF 10' -2" HM144 10' -2" 2 ENGINEERING HM144 STAMP (N) 2 AI 1C 2 H2H (N) MPI T AH 14' -2" SHOP STAMP AREA REVISIONS REV DWN DATE 1 JL 3/7/24 2 JL 3/19/24 3 JL 3/26/24 4 JL 4/18/24 5 JL 4/25/24 6 JL 5/14/24 7 JL 5/30/24 KEY PLAN - CEILING ATTACHMENT AT ACT GRID - 9'-11" Page No: UP 1 ENLARGED PLAN - AREA A 2.1 Scale: 1/2" = 1'-0" 2.1 PANEL CUT AROUND EVERWALL SYMBOLS PANEL CUT AROUND WINDOW SILL - MPI FEED WINDOW SILL - MPI FEED FROM CEILING HERE FROM CEILING HERE EVERWALL SYMBOLS JBS O AP H G JBS JC JCS JA180 JC JBS MPI JA180 JA180 JH UTILITY PANEL IN LINE JUNCTION 6" BYPASS EVERWALL WALL EVERWALL JUNCTIONS & ENDS JBS JT JC JBS JA90 JC 135 DEGREE MINI END JC L - JUNCTION JUNCTION MES SMALL MPI JA135 JBS JC MINI END JT JBS MEDIUM JA90 JC 120 DEGREE MEM JC JUNCTION T - JUNCTION JA120 MINI END MEL LARGE 1C 2 JA JT JBS JBS VARIABLE DEGREE X - JUNCTION JC FE FINISHED JC JUNCTION END (*** = ANGLE) 1C MPI 2 HM72 JA*** HM36 1C A ADAPTER A ADAPTER CUT END ON MODULE OFF MODULE EVERWALL DOORS (N) SLIDER DOOR D# DOOR NUMBER HM72 HM72 TAG (N) V40.000/106.858L 3 15' -1-1/2" 1C 15' -1-1/2" 15' -10" B A J I PAINTED DOOR (N) PAINTED DOOR WITH CLOSER V40.000/106.858L V40.000/106.858L 2 K L HM144 2 VENEER DOOR VENEER DOOR WITH CLOSER V40.000/106.858L V40.000/106.858L HM144 HM144 HM144 GLASS DOOR GLASS DOOR WITH CLOSER 2 V40.000/106.858L V40.000/106.858L HM144 EVERWALL ELECTRICAL SYMBOLS 2 DUPLEX HARDWIRE H2HHM36 1C 1 RECEPTACLE RECEPTACLE HARDWIRE COMMUNICATION COMMUNICATION HARDWIRE SWITCH $ P USB MODULAR 1U RECEPTACLE (N) 2 HM144 HARNESS D5 HARNESS TO MULTIPURPOSE H2H HARNESS MPI INFEED CONNECTOR 17601 59TH AVE NE HM144 ARLINGTON, WA 98223 2 D (N) Q ENLARGED PLAN HM36H2H MPI GENERAL NOTES 9' -9-1/4" D5 SNOHOMISH COUNTY PUD - NCCO C E F 7' -4-1/4" 10' -0" D7 9' -9-1/4" AJ D7 ENGINEERING STAMP AK 1C 1C HM144 13' -6-3/4" R S T U HM144 3 SHOP STAMP AREA 13' -6-3/4" (N) HM72 REVISIONS 3 2 INSTALL FLUSH TO EDGE REV DWN DATE (N) HM36 OF SOFFIT - ATTACH MINI- H2H 1C HM72 END TO INLINE JUNCTION 1 JL 3/7/24 2 JL 3/19/24 TRIM WITH SELF TAPPING 3 JL 3/26/24 SCREWS 4 JL 4/18/24 MPI 5 JL 4/25/24 X AA AC V 2 6 JL 5/14/24 D24 7 JL 5/30/24 H2H HM144 H2HHM36H2H HM144 Y Z AB W KEY PLAN 9' -9-1/4" 11' -1-1/4" 8' -9" 1' -10-1/2" - CEILING ATTACHMENT AT ACT GRID - 10'-0" - CEILING ATTACHMENT AT SOFFIT - 9'-0" Page No: UP 1 ENLARGED PLAN - AREA B 2.2 Scale: 1/2" = 1'-0" 2.2 6500 6500 6500 6500 6500 6500 6500 6500 7360 6500 6500 6500 6500 6500 6500 7360 6500 7360 6500 6500 7360 6500 3P51 3P51 3P51 3P51 P200 P200 36.0000" H 36.0000" H 36.0000" H 36.0000" H 36.0000" H 36.0000" H 36.0000" H 36.0000" H 36.0000" H 36.0000" H 36.0000" H 36.0000" H 36.0000" H 36.0000" H 37.3750" W 37.3750" W 37.3750" W 37.0000" W 37.0000" W 37.3750" W 37.3750" W 37.3750" W 30.4375" W 30.4375" W 30.4375" W 30.4375" W 30.0000" W 30.0000" W 7655 7655 7655 7655 2HAE 2HAE 2HAE 2HAE P200 P200 P200 P200 2HAE P200 L867F L867F L89FE L89FE DD197 DD197 DD197 DD197 N9B72 N5AEF N765D NFF1D 118.8583" H 120.0000" H 120.0000" H 118.8583" H 118.8583" H 120.0000" H 120.0000" H 118.8583" H F2D6B F2D6B 54.0000" H 54.0000" H 54.0000" H 54.0000" H 42.0000" W 12.0000" W 12.0000" W 42.0000" W 42.0000" W 12.0000" W 12.0000" W 42.0000" W 120.0000" H 120.0000" H 37.3750" W 37.3750" W 37.3750" W 37.0000" W 29.9375" W 29.9375" W NCED8 N75A7 N21DD NBD88 FBEC2 FBEC2 FF065 F0B91 N09C0 F44A2 84.0000" H 84.0000" H 84.0000" H 84.0000" H 84.0000" H 84.0000" H 84.0000" H 84.0000" H 84.0000" H 84.0000" H 37.0000" W 37.3750" W 37.3750" W 37.3750" W 30.4375" W 30.4375" W 30.4375" W 30.4375" W 30.0000" W 30.0000" W 2HMG 2HMG 2HMG 2HMG NF9D0 NF9D0 NA481 N8A80 30.0000" H 30.0000" H 30.0000" H 30.0000" H 37.3750" W 37.3750" W 37.3750" W 37.0000" W 2' -5-7/8" 2' -5-7/8" 3' -1-3/8" 0' -5" 2' -3-3/8" 0' -5"0' -5" 2' -3-3/8" 0' -5" 3' -1" 3' -1" 0' -5" 2' -3-3/8" 0' -5"0' -5" 2' -3-3/8" 0' -5" 3' -1-3/8" 3' -6" 1' -0" 2' -6-3/8" 0' -5" 2' -1-3/8" 2' -1-3/8" 0' -5" 2' -6-3/8" 1' -0" 3' -6" 2' -6" 3' -6" 1' -0" 1' -0" 3' -6" 2' -6" Elevation A Elevation B Elevation C Elevation D Elevation E Elevation F Elevation G Elevation H STC Performance - Seals STC Performance - Seals STC Performance - Seals STC Performance - Seals STC Performance - Seals STC Performance - Seals 6500 6500 6500 6500 6500 6500 6500 6500 6500 6500 6500 6500 6500 6500 6500 6500 6500 6500 7360 7360 6500 6500 6500 6500 6500 6500 2HAE 3P51 3P51 36.0000" H 36.0000" H 36.0000" H 36.0000" H 36.0000" H 36.0000" H 36.0000" H 36.0000" H 36.0000" H 36.0000" H 36.0000" H 36.0000" H 36.0000" H 36.0000" H 36.0000" H 36.0000" H 36.0000" H 36.0000" H 36.0000" H 36.0000" H 36.0000" H 36.0000" H 37.3750" W 37.3750" W 37.3750" W 37.2500" W 37.2500" W 37.3750" W 37.3750" W 37.3750" W 46.1250" W 46.2500" W 46.2500" W 46.2500" W 46.2500" W 46.2500" W 46.2500" W 46.1250" W 59.0000" W 59.0000" W 39.3750" W 39.3750" W 39.3750" W 39.3750" W P200 P200 P200 P200 P200 P200 P200 P200 7655 7655 7655 7655 7655 7655 7655 7655 P200 2HAE 2HAE 2HAE 2HAE 2HAE L867F L867F DD197 DD197 N91A4 NF5CB NF5CB NF5CB NF5CB N6475 N1153 N91A4 N4AC1 120.0000" H 118.8583" H 118.8583" H 120.0000" H 54.0000" H 54.0000" H 54.0000" H 54.0000" H 54.0000" H 54.0000" H 54.0000" H 54.0000" H 120.0000" H 12.0000" W 42.0000" W 42.0000" W 12.0000" W 46.1250" W 46.2500" W 46.2500" W 46.2500" W 46.2500" W 46.2500" W 46.2500" W 46.1250" W 30.0000" W F7BDA FF0EA F7BDA FFB65 F1E62 F168C FF0EA FF0EA F0947 N5548 N0782 N3BA9 N54BB N3BA9 84.0000" H 84.0000" H 84.0000" H 84.0000" H 84.0000" H 84.0000" H 84.0000" H 84.0000" H 84.0000" H 84.0000" H 84.0000" H 84.0000" H 84.0000" H 84.0000" H 37.3750" W 37.3750" W 37.3750" W 37.2500" W 37.2500" W 37.3750" W 37.3750" W 37.3750" W 59.0000" W 59.0000" W 39.3750" W 39.3750" W 39.3750" W 39.3750" W 2HMG 2HMG 2HMG 2HMG 2HMG 2HMG 2HMG 2HMG N82D4 NACD5 N048F NF184 NF184 NF184 NF184 NDF85 30.0000" H 30.0000" H 30.0000" H 30.0000" H 30.0000" H 30.0000" H 30.0000" H 30.0000" H 46.1250" W 46.2500" W 46.2500" W 46.2500" W 46.2500" W 46.2500" W 46.2500" W 46.1250" W 17601 59TH AVE NE 2' -6" 2' -8-3/8" 0' -5" 3' -1-3/8" 0' -5" 2' -3-3/8" 0' -5"0' -5" 2' -8-1/4" 2' -8-1/4" 0' -5"0' -5" 2' -3-3/8" 0' -5" 3' -1-3/8" 0' -5" 2' -8-3/8" 3' -5-1/8" 0' -5"0' -5" 3' -5-1/4" 0' -5" 3' -0-1/4" 0' -5" 3' -10-1/4" 3' -10-1/4" 0' -5" 3' -0-1/4" 0' -5" 3' -5-1/4" 0' -5"0' -5" 3' -5-1/8" 2' -5-1/2" 2' -5-1/2" 1' -0" 3' -6" 3' -6" 1' -0" 2' -5-1/2" 2' -5-1/2" 2' -10-3/8" 0' -5" 3' -3-3/8" 2' -10-3/8" 0' -5" 3' -3-3/8" Elevation I Elevation J Elevation K Elevation L Elevation O Elevation P Elevation Q Elevation R STC Performance - Seals STC Performance - Seals STC Performance - Seals STC Performance - Seals STC Performance - Seals STC Performance - Seals STC Performance - Seals ELEVATIONS 6500 6500 6500 6500 6500 6500 6500 6500 6500 6500 6500 6500 6500 6500 6500 6500 36.0000" H 36.0000" H 36.0000" H 36.0000" H 36.0000" H 36.0000" H 36.0000" H 36.0000" H 36.0000" H 36.0000" H 36.0000" H 36.0000" H 6500 6500 7360 7360 6500 6500 24.0000" H 24.0000" H 24.0000" H 24.0000" H 39.3750" W 39.3750" W 39.3750" W 39.3750" W 39.3750" W 39.3750" W 39.3750" W 39.3750" W 39.3750" W 39.3750" W 39.3750" W 39.3750" W 24.0000" H 3P51 3P51 24.0000" H 16.7500" W 16.7500" W 56.5000" W 56.5000" W 45.0000" W 45.0000" W SNOHOMISH COUNTY PUD - NCCO 7655 7655 7655 7655 P200 P200 P200 P200 P200 P200 P200 P200 P200 2UH4 2HAE 2UH4 2UH4 2UH4 N7853 N7853 N7853 N7853 L8ACE L8ACE 54.0000" H 54.0000" H 54.0000" H 54.0000" H D2695 D2695 39.3750" W 39.3750" W 39.3750" W 39.3750" W 108.0000" H 106.8583" H 106.8583" H 108.0000" H 12.0000" W 42.0000" W 42.0000" W 12.0000" W F76CB F76CB F0190 FBC79 FC689 FBC79 F76CB FBC79 F280F N87D8 N04E9 NE65C N885D N885D 84.0000" H 84.0000" H 84.0000" H 84.0000" H 84.0000" H 84.0000" H 84.0000" H 84.0000" H 84.0000" H 84.0000" H 84.0000" H 84.0000" H 84.0000" H 84.0000" H 39.3750" W 39.3750" W 39.3750" W 39.3750" W 39.3750" W 39.3750" W 39.3750" W 39.3750" W 45.0000" W 45.0000" W 16.7500" W 16.7500" W 56.5000" W 56.5000" W 2HMG 2HMG 2HMG 2HMG N7FF1 N7FF1 N7FF1 N7FF1 30.0000" H 30.0000" H 30.0000" H 30.0000" H 39.3750" W 39.3750" W 39.3750" W 39.3750" W 1' -4-3/4" 1' -4-3/4" 3' -3-3/8" 0' -5" 2' -10-3/8" 3' -3-3/8" 0' -5" 2' -10-3/8" 2' -10-3/8" 0' -5" 3' -3-3/8" 0' -5" 2' -5-3/8" 0' -5"0' -5" 2' -10-3/8" 2' -10-3/8" 0' -5"0' -5" 2' -5-3/8" 0' -5" 3' -3-3/8" 0' -5" 2' -10-3/8" 3' -9" 1' -0" 3' -6" 3' -6" 1' -0" 3' -9" 4' -8-1/2" 4' -3-1/2" 0' -5" ENGINEERING Elevation S Elevation T Elevation U Elevation V Elevation W Elevation X Elevation Y Elevation Z STC Performance - Seals STC Performance - Seals STC Performance - Seals STC Performance - Seals STC Performance - Seals STC Performance - Seals STC Performance - Seals STC Performance - Seals STAMP 6500 6500 6500 6500 6500 6500 6500 4799 4799 6500 6500 6500 6500 6500 4799 4799 6500 6500 6500 6500 24.0000" H 24.0000" H 6500 6500 6500 6500 6500 6500 35.0000" H 35.0000" H 35.0000" H 35.0000" H 35.0000" H 35.0000" H 35.0000" H 35.0000" H 56.5000" W 56.5000" W 24.0000" H 24.0000" H 24.0000" H 24.0000" H 24.0000" H 24.0000" H 38.4375" W 38.4375" W 38.4375" W 38.4375" W 41.4375" W 41.4375" W 41.4375" W 41.4375" W 42.8750" W 42.3750" W 42.8750" W 42.8750" W 42.3750" W 42.8750" W P200 P200 2UH4 2UH4 2UH4 P200 P200 P200 2HAE 2HAE P200 P200 2HAE 2HAE 2HAE 2HAE L58B8 L58B8 L58B8 L58B8 DA9A5 DA9A5 K5B6D DA9A5 DA9A5 K5B6D 117.8583" H 117.8583" H 119.0000" H 117.8583" H 117.8583" H 119.0000" H 40.0000" W 40.0000" W 76.8750" W 40.0000" W 40.0000" W 76.8750" W FED38 F278A N747C N3390 N747C FDBAB F9C47 FDBAB NCA80 N2667 F602E F602E NF07B NF07B NF07B NF07B 84.0000" H 84.0000" H 84.0000" H 84.0000" H 84.0000" H 84.0000" H 84.0000" H 84.0000" H 84.0000" H 84.0000" H 84.0000" H 84.0000" H 84.0000" H 84.0000" H 84.0000" H 84.0000" H 56.5000" W 56.5000" W 42.8750" W 42.3750" W 42.8750" W 42.8750" W 42.3750" W 42.8750" W 38.4375" W 38.4375" W 38.4375" W 38.4375" W 41.4375" W 41.4375" W 41.4375" W 41.4375" W 0' -5" 4' -3-1/2" 4' -8-1/2" 3' -6-7/8" 3' -6-3/8" 3' -6-7/8" 3' -6-7/8" 3' -6-3/8" 3' -6-7/8" 3' -4" 2' -9-3/8" 0' -5" 3' -2-3/8" 3' -2-3/8" 0' -5" 2' -9-3/8" 3' -4" 6' -4-7/8" 3' -4" 3' -4" 6' -4-7/8" 3' -0-3/8" 0' -5" 3' -5-3/8" 0' -5" 3' -0-3/8" 0' -5" 3' -0-3/8" Elevation AA Elevation AB Elevation AC Elevation AD Elevation AE Elevation AF Elevation AG Elevation AH STC Performance - Seals STC Performance - Seals STC Performance - Seals STC Performance - Seals STC Performance - Seals STC Performance - Seals STC Performance - Seals STC Performance - Seals 6500 6500 6500 6500 6500 6500 7360 7360 6500 6500 3P51 3P51 P200 SHOP STAMP AREA 35.0000" H 35.0000" H 35.0000" H 35.0000" H 36.0000" H 36.0000" H 41.4375" W 41.4375" W 41.4375" W 41.4375" W 59.0000" W 59.0000" W 7655 7655 7655 7655 2HAE P200 L89FE L89FE DD197 DD197 REVISIONS NEA0A NFA07 N2A57 NEA0A 120.0000" H 118.8583" H 118.8583" H 120.0000" H F6BF9 54.0000" H 54.0000" H 54.0000" H 54.0000" H 12.0000" W 42.0000" W 42.0000" W 12.0000" W 120.0000" H 41.4375" W 41.4375" W 41.4375" W 41.4375" W 30.0000" W N5548 F182A REV DWN DATE 84.0000" H 84.0000" H 59.0000" W 59.0000" W 1 JL 3/7/24 4799 4799 4799 4799 2 JL 3/19/24 SB637 SB637 SB637 SB637 30.0000" H 30.0000" H 30.0000" H 30.0000" H 41.4375" W 41.4375" W 41.4375" W 41.4375" W 3 JL 3/26/24 4 JL 4/18/24 2' -6" 3' -0-3/8" 0' -5" 3' -0-3/8" 0' -5" 3' -5-3/8" 0' -5" 3' -0-3/8" 4' -11" 1' -0" 3' -6" 3' -6" 1' -0" 4' -11" 5 JL 4/25/24 Elevation AI Elevation AJ Elevation AK Elevation AP STC Performance - Seals STC Performance - Seals STC Performance - Seals 6 JL 5/14/24 7 JL 5/30/24 Page No: 1 SKIN ELEVATIONS 3.1 Scale: 1/4" = 1'-0" 3.1 C4D53 C4D53 C4D53 C6D14 C6D14 C4D53 C4D53 C4D53 G8422 C015D C015D C015D C015D G8422 C45D3 G8422 G8422 C45D3 P5672 P5672 HEF30 HEF30 HEF30 HEF30 H4C63 H4C63 H4C63 H4C63 10' -0" 10' -0" 10' -0" 10' -0" 10' -0" 10' -0" 10' -0" 10' -0" 7' -0" 7' -0" 7' -0" 7' -0" 7' -0" 7' -0" 5' -10" 5' -10" 5' -10" 5' -10" 5' -4" 5' -4" 5' -4" 5' -4" 2' -6" 2' -6" 3' -1-3/8" 3' -1-3/8" 3' -1-3/8" 3' -1" 3' -1" 3' -1-3/8" 3' -1-3/8" 3' -1-3/8" 3' -6" 1' -0" 2' -6-3/8" 2' -6-3/8" 2' -6-3/8" 2' -6-3/8" 1' -0" 3' -6" 2' -6" 3' -6" 1' -0" 1' -0" 3' -6" 2' -6" 2' -5-7/8" 2' -5-7/8" Elevation A Elevation B Elevation C Elevation D Elevation E Elevation F Elevation G Elevation H STC Performance - Seals STC Performance - Seals STC Performance - Seals STC Performance - Seals STC Performance - Seals STC Performance - Seals C18DD C18DD C18DD C3036 C3036 C18DD C18DD C18DD C5552 C7515 C7515 C7515 C7515 C7515 C7515 C5552 CE7BE G8422 G8422 CE7BE CB7C1 CB7C1 CB7C1 CB7C1 P16B5 H68F0 H68F0 H68F0 H68F0 H0B28 H0B28 10' -0" 10' -0" 10' -0" 10' -0" 10' -0" 10' -0" 10' -0" 10' -0" 7' -0" 7' -0" 7' -0" 7' -0" 7' -0" 7' -0" 7' -0" 6' -6" 6' -6" 5' -10" 5' -10" 5' -9" 5' -9" 5' -4" 5' -4" 5' -3" 5' -3" 17601 59TH AVE NE 2' -6" 2' -6" 2' -6" ELEVATIONS 3' -1-3/8" 3' -1-3/8" 3' -1-3/8" 3' -1-1/4" 3' -1-1/4" 3' -1-3/8" 3' -1-3/8" 3' -1-3/8" 3' -10-1/8" 3' -10-1/4" 3' -10-1/4" 3' -10-1/4" 3' -10-1/4" 3' -10-1/4" 3' -10-1/4" 3' -10-1/8" 2' -6" 4' -11" 1' -0" 3' -6" 3' -6" 1' -0" 4' -11" 3' -3-3/8" 3' -3-3/8" 3' -3-3/8" 3' -3-3/8" Elevation I Elevation J Elevation K Elevation L Elevation O Elevation P Elevation Q Elevation R STC Performance - Seals STC Performance - Seals STC Performance - Seals STC Performance - Seals STC Performance - Seals STC Performance - Seals STC Performance - Seals CB7C1 CB7C1 CB7C1 CB7C1 CE24F CE24F CE24F CE24F CE24F CE24F CE24F CE24F C52FC G46D6 G46D6 C52FC C9EDC C9EDC C81ED C81ED SNOHOMISH COUNTY PUD - NCCO 10' -0" 10' -0" 10' -0" 9' -0" 9' -0" 9' -0" 9' -0" 9' -0" 7' -0" 7' -0" 7' -0" 7' -0" 7' -0" 7' -0" 7' -0" 7' -0" 2' -6" ENGINEERING 3' -3-3/8" 3' -3-3/8" 3' -3-3/8" 3' -3-3/8" 3' -3-3/8" 3' -3-3/8" 3' -3-3/8" 3' -3-3/8" 3' -3-3/8" 3' -3-3/8" 3' -3-3/8" 3' -3-3/8" 3' -9" 1' -0" 3' -6" 3' -6" 1' -0" 3' -9" 1' -4-3/4" 1' -4-3/4" 4' -8-1/2" 4' -8-1/2" STAMP Elevation S Elevation T Elevation U Elevation V Elevation W Elevation X Elevation Y Elevation Z STC Performance - Seals STC Performance - Seals STC Performance - Seals STC Performance - Seals STC Performance - Seals STC Performance - Seals STC Performance - Seals STC Performance - Seals C982F C982F C982F C982F K1842 K1842 C95C2 C95C2 C95C2 C95C2 C81ED C81ED C5838 C0FF2 C5838 C5838 C0FF2 C5838 H6D3B H6D3B H6D3B H6D3B H8F50 H8F50 9' -11" 9' -11" 9' -11" 9' -11" 9' -11" 9' -0" 9' -0" 9' -0" 7' -0" 7' -0" 7' -0" 7' -0" 7' -0" 7' -0" 5' -10" 5' -10" 5' -10" 5' -4" 5' -4" 5' -4" 2' -6" 4' -8-1/2" 4' -8-1/2" 3' -6-7/8" 3' -6-3/8" 3' -6-7/8" 3' -6-7/8" 3' -6-3/8" 3' -6-7/8" 3' -4" 3' -2-3/8" 3' -2-3/8" 3' -2-3/8" 3' -2-3/8" 3' -4" 6' -4-7/8" 3' -4" 3' -4" 6' -4-7/8" 3' -5-3/8" 3' -5-3/8" 3' -5-3/8" 3' -5-3/8" Elevation AA Elevation AB Elevation AC Elevation AD Elevation AE Elevation AF Elevation AG Elevation AH STC Performance - Seals STC Performance - Seals STC Performance - Seals STC Performance - Seals STC Performance - Seals STC Performance - Seals STC Performance - Seals STC Performance - Seals SHOP STAMP AREA C95C2 C95C2 C95C2 C95C2 C5A53 G8422 G8422 C5A53 P16B5 REVISIONS H8F50 H8F50 REV DWN DATE 9' -11" 10' -0" 10' -0" 10' -0" 1 JL 3/7/24 2 JL 3/19/24 7' -0" 7' -0" 7' -0" 3 JL 3/26/24 5' -10" 5' -4" 4 JL 4/18/24 2' -6" 5 JL 4/25/24 6 JL 5/14/24 3' -5-3/8" 3' -5-3/8" 3' -5-3/8" 3' -5-3/8" 4' -11" 1' -0" 3' -6" 3' -6" 1' -0" 4' -11" 2' -6" 7 JL 5/30/24 Elevation AI Elevation AJ Elevation AK Elevation AP STC Performance - Seals STC Performance - Seals STC Performance - Seals Page No: 1 STRUCTURAL ELEVATIONS 3.2 Scale: 1/4" = 1'-0" 3.2 MPI MPI MPI MPI HM144 HM144 2 2 HM36 HM36 H2H H2H 6' -6-1/2" 6' -6-1/2" 6' -6-1/2" 6' -6-1/2" HM144 1CHM72 1C HM72 HM1442 1' -5-1/2" 1' -5-1/2" MPI MPI 2' -5-7/8" 2' -5-7/8" 3' -1-3/8" 0' -5" 2' -3-3/8" 0' -5"0' -5" 2' -3-3/8" 0' -5" 3' -1" 3' -1" 0' -5" 2' -3-3/8" 0' -5"0' -5" 2' -3-3/8" 0' -5" 3' -1-3/8" 3' -6" 1' -0" 2' -6-3/8" 0' -5" 2' -1-3/8" 2' -1-3/8" 0' -5" 2' -6-3/8" 1' -0" 3' -6" 2' -6" 3' -6" 1' -0" 1' -0" 3' -6" 2' -6" Elevation A Elevation B Elevation C Elevation D Elevation E Elevation F Elevation G Elevation H STC Performance - Seals STC Performance - Seals STC Performance - Seals STC Performance - Seals STC Performance - Seals STC Performance - Seals MPI MPI HM144 HM144 HM144 HM144 2 2 6' -6-1/2" 6' -6-1/2" HM36 HM144 HM72 HM72 HM144 HM36 HM144 HM144 6' -1-3/8" 6' -1-3/8" H2H H2H 2 1C HM36 HM361C 3 HM722 1C HM72 2 1CHM144 3 HM36 1' -5-1/2" 1' -5-1/2" 1' -5-1/2" 1' -5-1/2" 1' -5-1/2" H2H 17601 59TH AVE NE 2' -6" 2' -8-3/8" 0' -5" 3' -1-3/8" 0' -5" 2' -3-3/8" 0' -5"0' -5" 2' -8-1/4" 2' -8-1/4" 0' -5"0' -5" 2' -3-3/8" 0' -5" 3' -1-3/8" 0' -5" 2' -8-3/8" 3' -5-1/8" 0' -5"0' -5" 3' -5-1/4" 0' -5" 3' -0-1/4" 0' -5" 3' -10-1/4" 3' -10-1/4" 0' -5" 3' -0-1/4" 0' -5" 3' -5-1/4" 0' -5"0' -5" 3' -5-1/8" 2' -5-1/2" 2' -5-1/2" 1' -0" 3' -6" 3' -6" 1' -0" 2' -5-1/2" 2' -5-1/2" 2' -10-3/8" 0' -5" 3' -3-3/8" 2' -10-3/8" 0' -5" 3' -3-3/8" Elevation I Elevation J Elevation K Elevation L Elevation O Elevation P Elevation Q Elevation R STC Performance - Seals STC Performance - Seals STC Performance - Seals STC Performance - Seals STC Performance - Seals STC Performance - Seals STC Performance - Seals ELEVATIONS MPI MPI SNOHOMISH COUNTY PUD - NCCO HM144 HM72 HM72 HM72 HM72 HM144 HM144 3 1C 2 1C HM144 HM36 1' -5-1/2" H2H 1' -5-1/2" 1' -5-1/2" H2H H2H 1' -5-1/2" 1' -4-3/4" 1' -4-3/4" 3' -3-3/8" 0' -5" 2' -10-3/8" 3' -3-3/8" 0' -5" 2' -10-3/8" 2' -10-3/8" 0' -5" 3' -3-3/8" 0' -5" 2' -5-3/8" 0' -5"0' -5" 2' -10-3/8" 2' -10-3/8" 0' -5"0' -5" 2' -5-3/8" 0' -5" 3' -3-3/8" 0' -5" 2' -10-3/8" 3' -9" 1' -0" 3' -6" 3' -6" 1' -0" 3' -9" 4' -8-1/2" 4' -3-1/2" 0' -5" ENGINEERING Elevation S Elevation T Elevation U Elevation V Elevation W Elevation X Elevation Y Elevation Z STC Performance - Seals STC Performance - Seals STC Performance - Seals STC Performance - Seals STC Performance - Seals STC Performance - Seals STC Performance - Seals STC Performance - Seals STAMP MPI MPI 2 HM144 HM144 H2H H2H 6' -6-1/2" 6' -6-1/2" 6' -6-1/2" HM1442 HM36 HM36 HM144 HM144 HM144 HM144 H2H H2H 1' -5-1/2" H2H H2H H2H H2H 1' -5-1/2" 0' -5" 4' -3-1/2" 4' -8-1/2" 3' -6-7/8" 3' -6-3/8" 3' -6-7/8" 3' -6-7/8" 3' -6-3/8" 3' -6-7/8" 3' -4" 2' -9-3/8" 0' -5" 3' -2-3/8" 3' -2-3/8" 0' -5" 2' -9-3/8" 3' -4" 6' -4-7/8" 3' -4" 3' -4" 6' -4-7/8" 3' -0-3/8" 0' -5" 3' -5-3/8" 0' -5" 3' -0-3/8" 0' -5" 3' -0-3/8" Elevation AA Elevation AB Elevation AC Elevation AD Elevation AE Elevation AF Elevation AG Elevation AH STC Performance - Seals STC Performance - Seals STC Performance - Seals STC Performance - Seals STC Performance - Seals STC Performance - Seals STC Performance - Seals STC Performance - Seals SHOP STAMP AREA 2 REVISIONS REV DWN DATE 1 JL 3/7/24 6' -6-1/2" 2 JL 3/19/24 2 1C 3 JL 3/26/24 1' -5-1/2" 4 JL 4/18/24 2' -6" 3' -0-3/8" 0' -5" 3' -0-3/8" 0' -5" 3' -5-3/8" 0' -5" 3' -0-3/8" 4' -11" 1' -0" 3' -6" 3' -6" 1' -0" 4' -11" 5 JL 4/25/24 Elevation AI Elevation AJ Elevation AK Elevation AP STC Performance - Seals STC Performance - Seals STC Performance - Seals 6 JL 5/14/24 7 JL 5/30/24 Page No: 1 ELECTRICAL ELEVATIONS 3.3 Scale: 1/4" = 1'-0" 3.3 Door Legend Door Type Frame Ref. ID Leaf Ref. ID Door Description Handing Plan Height Plan Width Leaf Finish Glass Thickness Frame Finish Latch/Lock Finish Hinge Finish D5 DD197 L867F Swing/Solid Left 120.000" 42.000" 3P51: OP PLANKED MAPLE n/a 7360: MERLE 9200: SATIN CHROME 9200: SATIN CHROME D7 DD197 L89FE Swing/Solid Right 120.000" 42.000" 3P51: OP PLANKED MAPLE n/a 7360: MERLE 9200: SATIN CHROME 9200: SATIN CHROME D24 D2695 L8ACE Swing/Solid Left 108.000" 42.000" 3P51: OP PLANKED MAPLE n/a 7360: MERLE 9200: SATIN CHROME 9200: SATIN CHROME D25 DA9A5 L58B8 Swing/Polished Edge Right 119.000" 40.000" 6500: CLEAR GLASS 0.500" 4799: PLATINUM METALLIC 9200: SATIN CHROME 9200: SATIN CHROME 1 DOOR SCHEDULE 4.1 Everwall Skin Legend Ref ID Skin Position Width Height Finish Code Finish Swatch Quantity F0190 Bot=Flr/Top=Int 39.37" 84" P200 1 F0947 Bot=Flr/Top=Int 59" 84" P200 1 F0B91 Bot=Flr/Top=Int 30.44" 84" P200 1 F168C Bot=Flr/Top=Int 37.38" 84" P200 1 F182A Bot=Flr/Top=Int 59" 84" P200 1 F1E62 Bot=Flr/Top=Int 37.25" 84" P200 1 F278A Bot=Flr/Top=Int 56.5" 84" P200 1 F280F Bot=Flr/Top=Int 45" 84" P200 1 FINISH CODE SUMMARY F2D6B Bot=Flr/Top=null P200 2 F44A2 Bot=Flr/Top=Int 30" 84" P200 1 F602E Bot=Flr/Top=Int 38.44" 84" P200 2 17601 59TH AVE NE FABRIC- VERTICAL ARLINGTON, WA 98223 F6BF9 Bot=Flr/Top=null P200 1 P200 P200: NEW RICE F76CB Bot=Flr/Top=Int 39.37" 84" P200 3 F7BDA Bot=Flr/Top=Int 37.38" 84" P200 2 GLASS- CLEAR F9C47 Bot=Flr/Top=Int 42.37" 84" P200 1 6500 6500: CLEAR GLASS FBC79 Bot=Flr/Top=Int 39.37" 84" P200 3 FBEC2 Bot=Flr/Top=Int 30.44" 84" P200 2 SNOHOMISH COUNTY PUD - NCCO LAMINATE- HPL FC689 Bot=Flr/Top=Int 39.37" 84" P200 1 2HAE 2HAE: DARK OLIVINE FDBAB Bot=Flr/Top=Int 42.88" 84" P200 2 DOOR SCHEDULE AND LEGENDS 2HMG 2HMG: MERLE (HPL) FED38 Bot=Flr/Top=Int 56.5" 84" P200 1 2UH4 2UH4: CEMENT (HPL) FF065 Bot=Flr/Top=Int 30.44" 84" P200 1 FF0EA Bot=Flr/Top=Int 37.38" 84" P200 3 METAL FFB65 Bot=Flr/Top=Int 37.25" 84" P200 1 9200 9200: SATIN CHROME N048F Bot=Flr/Top=Int 46.25" 30" 2HMG 1 N04E9 Bot=Flr/Top=Int 16.75" 84" 2HAE 1 ENGINEERING PAINT- METALLIC N0782 Bot=Flr/Top=Int 39.37" 84" 2HAE 1 4799 4799: PLATINUM METALLIC N09C0 Bot=Flr/Top=Int 30" 84" 2HAE 1 STAMP N1153 Bot=Int/Top=Int 46.25" 54" 7655 1 PAINT- TEXTURED N21DD Bot=Flr/Top=Int 37.38" 84" 2HAE 1 7360 7360: MERLE N2667 Bot=Flr/Top=Int 38.44" 84" 2HAE 1 N2A57 Bot=Int/Top=Int 41.44" 54" 7655 1 PLASTIC N3390 Bot=Flr/Top=Int 42.37" 84" 2UH4 1 6000 6000: BLACK N3BA9 Bot=Flr/Top=Int 39.37" 84" 2HAE 2 61AE 61AE: DARK OLIVINE N4AC1 Bot=Flr/Top=null 2HAE 1 6249 6249: PLATINUM SOLID N54BB Bot=Flr/Top=Int 39.37" 84" 2HAE 1 6527 6527: MERLE N5548 Bot=Flr/Top=Int 59" 84" 2HAE 2 6T10 6T10: CEMENT N5AEF Bot=Int/Top=Int 37.38" 54" 7655 1 N6475 Bot=Int/Top=Int 46.25" 54" 7655 1 UNASSIGNED N747C Bot=Flr/Top=Int 42.88" 84" 2UH4 2 7190 7190: PLATINUM SOLID N75A7 Bot=Flr/Top=Int 37.38" 84" 2HAE 1 N765D Bot=Int/Top=Int 37.38" 54" 7655 1 VENEER N7853 Bot=Int/Top=Int 39.37" 54" 7655 4 SHOP STAMP AREA 3P51 3P51: OP PLANKED MAPLE N7FF1 Bot=Flr/Top=Int 39.37" 30" 2HMG 4 N82D4 Bot=Flr/Top=Int 46.12" 30" 2HMG 1 N87D8 Bot=Flr/Top=Int 45" 84" 2UH4 1 N885D Bot=Flr/Top=Int 56.5" 84" 2UH4 2 REVISIONS N8A80 Bot=Flr/Top=Int 37" 30" 2HMG 1 2 FINISH LEGEND N91A4 Bot=Int/Top=Int 46.12" 54" 7655 2 REV DWN DATE 4.1 N9B72 Bot=Int/Top=Int 37.38" 54" 7655 1 1 JL 3/7/24 NA481 Bot=Flr/Top=Int 37.38" 30" 2HMG 1 2 JL 3/19/24 NACD5 Bot=Flr/Top=Int 46.25" 30" 2HMG 1 3 JL 3/26/24 NBD88 Bot=Flr/Top=Int 37.38" 84" 2HAE 1 4 JL 4/18/24 NCA80 Bot=Flr/Top=Int 38.44" 84" 2HAE 1 5 JL 4/25/24 NCED8 Bot=Flr/Top=Int 37" 84" 2HAE 1 6 JL 5/14/24 NDF85 Bot=Flr/Top=Int 46.12" 30" 2HMG 1 7 JL 5/30/24 NE65C Bot=Flr/Top=Int 16.75" 84" 2UH4 1 NEA0A Bot=Int/Top=Int 41.44" 54" 7655 2 NF07B Bot=Flr/Top=Int 41.44" 84" 2HAE 4 NF184 Bot=Flr/Top=Int 46.25" 30" 2HMG 4 NF5CB Bot=Int/Top=Int 46.25" 54" 7655 4 NF9D0 Bot=Flr/Top=Int 37.38" 30" 2HMG 2 NFA07 Bot=Int/Top=Int 41.44" 54" 7655 1 NFF1D Bot=Int/Top=Int 37" 54" 7655 1 SB637 Bot=Flr/Top=Int 41.44" 30" 4799 4 Page No: 3 EVERWALL SKIN SCHEDULE 4.1 4.1 KICKER BRACING ALTERNATING EVERY 4' (WHERE APPLICABLE) (N) 1-1/4" X 2-1/2" X 20 GA (250S125-33) VARIES METAL STUD BRACES 37-58 DEGREES ACT TILE 45Â° ANCHORAGE INTO CFS FRAMED SOFFIT: (1) #10-16 X 1-1/2" ITW BUILDEX (2) #10-16 ITW BUILDEX TEKS/3 SELF DRILLING SCREW AT 24" " TEKS/3 SCREWS WITH 3/8" " O.C. PER ICC-ES ESR 1976 1 2 MIN. EDGE DISTANCE AND 1 2 Â±" 3/4" MIN. SPACING PER Â±" 1 4 ICC-ES ESR 1976 1 4 1 1 " " 3 4 CEILING TRACK 3 4 CEILING TRACK 1 1 1 " 4 CLERESTORY TOP " CLERESTORY TOP 1 4 HORIZONTAL HORIZONTAL 1" OR 3" 1 3 4 8 4" OR 8" GLASS CLERESTORY GLASS CLERESTORY AS SPECIFIED BOTTOM AS SPECIFIED BOTTOM HORIZONTAL HORIZONTAL " " " " 9 16 1 4 9 16 1 4 " CENTERLINE OF REVEAL " CENTERLINE OF REVEAL 5 16 5 16 17601 59TH AVE NE ARLINGTON, WA 98223 SNOHOMISH COUNTY PUD - NCCO DOOR SCHEDULE AND LEGENDS 1 CEILING CONNECTION AT ACT GRID 2 CEILING CONNECTION AT SOFFIT AS SPECIFIED AS SPECIFIED 5.1 5.1 CEILING HEIGHT 7'-0" TO 10'-0" CEILING HEIGHT 7'-0" TO 10'-0" ENGINEERING STAMP AS SPECIFIED CEILING HEIGHT 7'-0" TO 10'-0" MINI-END OUTER CHANNEL FRAME COUPLER SHOP STAMP AREA SKIN LATCH BRACKET CLERESTORY HEIGHT SOLID PANEL REVISIONS ANCHORAGE INTO CFS WALL: (1) 14" DIA. SIMPSON TITEN HD WITH 1-5/8" MIN. (1) #10-16 ITW BUILDEX REV DWN DATE TEKS/3 SELF-DRILLING SCREWS EMBED. AT 4'-0" O.C. MAX. PER ICC-ES ESR 2713. 1 JL 3/7/24 AT 24" O.C. PER ICC-ES ESR MIN. (2) ANCHORS PER TRACK AND 6" MAX FROM 2 JL 3/19/24 1976 TRACK ENDS. 3 JL 3/26/24 " 4 JL 4/18/24 1 2 4" 2 5 JL 4/25/24 6 JL 5/14/24 7 JL 5/30/24 " FLOOR TRACK 3 4 3 4 Â± MINI-END INNER CHANNEL 1 4 1 5 2-1/4" 16" 13" Â±13" 16 16 3 FLOOR CONNECTION 4 WALL CONNECTION Page No: 5.1 5.1 5.1 17601 59TH AVE NE ARLINGTON, WA 98223 RENDERINGS SNOHOMISH COUNTY PUD - NCCO ENGINEERING STAMP SHOP STAMP AREA REVISIONS REV DWN DATE 1 JL 3/7/24 2 JL 3/19/24 3 JL 3/26/24 4 JL 4/18/24 5 JL 4/25/24 6 JL 5/14/24 7 JL 5/30/24 Page No: 6.1 17601 59TH AVE NE ARLINGTON, WA 98223 RENDERINGS SNOHOMISH COUNTY PUD - NCCO ENGINEERING STAMP SHOP STAMP AREA REVISIONS REV DWN DATE 1 JL 3/7/24 2 JL 3/19/24 3 JL 3/26/24 4 JL 4/18/24 5 JL 4/25/24 6 JL 5/14/24 7 JL 5/30/24 Page No: 6.2 SHEET NOTES FLAG NOTES ROLLUDA ARCHITECTS, INC. 1. PROVIDE ARC FLASH LABEL ON ALL NEW SWITCHBOARDS, PANEL TEMPORARY GENERATOR DISTRIBUTION 105 S MAIN ST, #323 FEEDER SCHEDULE BOARDS, UPS, TRANSFORMERS, ETC. PROVIDE SHORT CIRCUIT 1 PROVIDE SURGE PROTECTIVE DEVICE ADJACENT TO 13 CALCULATIONS. REFER TO SPECIFICATIONS. PANEL. COORDINATE LOCATION TO PROVIDE MAXIMUM POWER CONNECTION NOTES SEATTLE, WA 98104 PHONE (206)624-4222 CONDUCTOR LENGTH FROM CIRCUIT BREAKER OF 18". THE FOLLOWING NOTES PROVIDE APPROACH FOR FAX (206)624-4226 COPPER CONDUCTORS 2. ALL ELECTRICAL EQUIPMENT SHORT CIRCUIT RATINGS SHALL REFER TO DETAIL 1 ON DRAWING E7.01 FOR EXCEED AVAILABLE FAULT CURRENTS. PROVIDE SHORT CIRCUIT INSTALLATION REQUIREMENTS. TEMPORARY GENERATOR POWER CONNECTIONS TAG QUANTITY RACEWAY CONDUCTORS CALCULATIONS TO DETERMINE AVAILABLE FAULT CURRENT BASED ASSOCIATED WITH THE DELAYED SHIPPING SCHEDULE OF SETS SIZE PHASE NEUTRAL GND(NOTE 2) ON FIELD CONDITIONS. 2 EUSERC RATED CT ENCLOSURE WITHIN SWITCHBOARD, ASSOCIATED WITH ATS-2. VERIFY FINAL SEQUENCING POWER METER, AND METER COMMUNICATION AND SCHEDULE IMPACTS WITH THE DISTRICT. 20N 1 3/4" 3#12 1#12 1#12(#10) 3. COORDINATE FEEDER TAPS SUCH THAT LENGTH DOES NOT ENCLOSURE PER SNOHOMISH COUNTY PUD EXCEED 25' PER NEC REQUIREMENTS. EQUIPMENT GROUNDING STANDARDS. 1. PROVIDE PULL BOX IN CEILING SPACE NEAR 30N 1 3/4" 3#10 1#10 1#10(#8) CONDUCTORS OF TAPS SHALL BE SAME SIZE AS FEEDER ATS-2 (4) 4" CONDUITS TO MSB, GDP AND ATS-2. EQUIPMENT GROUNDING CONDUCTOR OR SAME SIZE AS TAP 3 SECONDARY CONDUCTORS SHALL NOT BE GREATER PROVIDE 1,200A TEMPORARY FEEDER PHASE CONDUCTOR, WHICHEVER IS SMALLER. THAN 25' PER NEC 240.22(C)(6). CONNECTIONS FROM MSB TO GDP. PULL BOX 70 1 1-1/4" 3#4 - 1#8 SIZE SHALL COMPLY WITH ELECTRICAL CODE 4. REFER TO DETAIL 1/E7.02 FOR ELECTRICAL SERVICE GROUNDING 4 FOR REFERENCE ONLY. REFER TO WAREHOUSE ONE- BASED ON SPECIFIC CONDUIT SIZES AND 70N 1 1-1/4" 3#4 1#4 1#8(#8) ARRANGEMENT. REQUIREMENTS. LINE DIAGRAM. 100N 1 1-1/2" 3#1 1#1 1#8(#6) 5 PROVIDE BUSSMAN OR EQUIVLANET SHUNT TRIP 2. ONCE ATS-2 IS ON SITE PROVIDE GENERATOR FAULT CURRENT RATINGS: FUSIBLE SWITCH AND CONTROL MODULE. SEE DETAIL FEEDER AND CONTROLS CONDUIT AND WIRING 125 1 2" 3#1/0 - 1#6 1/E7.02 FOR ADDITIONAL INFORMATION. COORDINATE INSTALLATION. EXTEND CONDUITS FROM PULL EXACT SIZE OF SHUNT TRIP WITH ELEVATOR SHOP BOX TO ATS-2. PROVIDE OTHER NECESSARY 1201 third avenue, ste 600 THE FOLLOWING SYMBOL INDICATES REQUIRED FAULT CURRENT 125N 1 2" 3#1/0 1#1/0 1#6(#6) DRAWINGS AND REQUIREMENTS AND PROVIDE/REVISE PREP WORK TO MINIMIZE OUTAGE. seattle, wa 98101 RATING, 3Ã˜ SYMMETRICAL. AS REQUIRED. SEE SPECIFICATION SECTION 262816 FOR 206.448.3376 150N 1 2" 3#1/0 1#1/0 1#6(#6) XX,YYY ADDITIONAL INFORMATION. 3. AFTER PREP WORK IS COMPLETE, PANEL GDP WILL REQUIRE A POWER OUTAGE TO ALLOW www.hargis.biz 200 1 2-1/2" 3#3/0 - 1#6 EQUIPMENT SHALL BE FULLY RATED AT AIC (AMPERE 6 PROVIDE 400A CAM LOCK CONNECTOR MOUNTED TO INSTALLATION OF PERMANENT CONDUIT THE EXTERIOR OF BUILDING. PROVIDE BERTHOLD CONNECTIONS AS FOLLOWS. COORDINATE INTERRUPTING CURRENT) RATING EXCEEDING INDICATED VALUE. 200N 1 2-1/2" 3#3/0 1#3/0 1#6(#4) PROVIDE HIGHER RATINGS WHERE SHOWN ON DIAGRAM. WHERE ELECTRIC PART NO. W-04-5-S-M. WORK TO PROVIDE 10 HOUR MAXIMUM POWER OUTAGE. FAULT CURRENT IS NOT INDICATED ON DRAWINGS, UON, PROVIDE 225N 1 2-1/2" 3#4/0 1#4/0 1#4(#2) MINIMUM RATING OF 14,000 AIC FOR 277/480V EQUIPMENT AND 7 PROVIDE SPLIT-CORE CT'S ON INDICATED FEEDER. A. DISCONNECT TEMPORARY CONDUCTORS PROVIDE WIRING IN CONDUIT BACK TO METER AT GDP AND RE-ROUTE THROUGH PULL 10,000 AIC FOR 120/208V EQUIPMENT. 250N 1 3" 3#250kcmil 1#250kcmil 1#4(#2) ENCLOSURE. CT'S SHALL BE SIZED APPROPRIATELY BOX TO ATS-2. AND BY SAME MANUFACTURER AS POWER B. PROVIDE ATS-2 OUTPUT CONDUIT AND 400N 2 2-1/2" 3#3/0 1#3/0 1#2(#1/0) METER. CONDUCTORS TO GDP. C. ENERGIZE ATS-2 AND GDP. 500N 2 3" 3#250kcmil 1#250kcmil 1#2(#2/0) 8 PROVIDE VERIS MODEL E50C2 POWER METER FOR D. TEST ATS-2 NORMAL AND GENERATOR EACH PANELBOARD INDICATED. REFER TO DETAIL POWER OPERATION. 600N 2 3" 3#350kcmil 1#350kcmil 1#1(#2/0) 3/E7.02 FOR ADDITIONAL INFORMATION. COORDINATE WITH THE BMS CONTROLS FOR THE METERS TO BE 4. PROVIDE FINAL OPERATIONAL 1200N 4 3" 3#350kcmil 1#350kcmil 1#3/0(#3/0) CATAGORIZED PER SUB-METERING CATAGORIES TESTING/COMMISSIONING OF ATS-2 AND DEFINED IN THE WSEC. ALL METERS SHALL BE GENERATOR UNDER BUILDING LOAD. 3,500 5 INTERFACED WITH THE BMS. 600A/3P G 600N 14 PROVIDE CIRCUIT BREAKER MECHANICAL KIRK KEY NOTES: 9 PROVIDE (1) VERIS MODEL A8810 DATA LOGGER. S INTERLOCK AT CIRCUIT BREAKERS GDP-1 AND GDP-2. PROVIDE POWER SUPPLY FOR DATA LOGGER. REF KEY INTERLOCK CYLINDERS SHALL BE CONFIGURED N N 1. COPPER FEEDERS ARE BASED ON COPPER CONDUCTORS GENERATOR 'GEN-1' MANUFACTURER'S INSTALLATION INSTRUCTIONS FOR SUCH THAT ONE OF TWO BREAKERS WILL ALWAYS BE IOIO 350KW/437KVA MORE INFORMATION. G MAIN GENERATOR LOCKED IN THE OPEN POSITION. KEY WILL BE ISIS WITH THWN/THHN INSULATION. CONDUCTOR DERATING 480/277V, 3PH, 4W 5,200 REMOVABLE FROM EACH CYLINDER ONLY WHEN V PANEL 'MGP' 10 PROVIDE ENCLOSURE FOR METERS AND DATA LOGGER. E 600A 5 PROVIDE ALL ACCESSORIES AS REQUIRED FOR PROPER CIRCUIT BREAKER IS LOCKED IN OPEN CONDITION. KIRK IS BASED ON THWN/THHN CONDUCTORS WITH 90 #2/0 KEY INTERLOCK WILL PROVIDE MEANS FOR MANUAL R R 480V, 3PH, 4W 600/3P OPERATION OF METERS. REF FLOOR PLAN FOR L 14 TRANSFER FROM NORMAL GENERATOR POWER UNTIL A DEGREES C RATING. LOCATION AND CONTROL POWER CIRCUITING CIRCUIT BREAKER "GDP- 2" INFORMATION. TRANSFER SWITCH ATS-2 IS INSTALLED. ICIC R TO UTILITY K 15 PROVIDE FEEDER CONNECTIONS FROM SWITCHBOARDS T 11 PROVIDE PROVISIONS FOR FUTURE PV WITHIN C 600/3P 60/3P 600/3P SWITCHBOARD. PROVIDE 225A SPACE FOR FUTURE MSB AND MGP TO SWITCHBOARD GDP 1,200A INPUT E 2. GROUND CONDUCTOR (BONDING JUMPER) SIZE SHALL BE CIRCUIT BREAKER. ROUTE FEEDER CONDUCTORS L BREAKER AND PRODUCTION METER. THROUGH PULL BOX ABOVE THE TRASNFER SWITCH. E E INCREASED FOR FEEDERS FROM THE SOURCE OF A 12.5kV PROVIDE LOAD SHED CONTROL UNDER GENERATOR PROVIDE LUG EXTENDERS AT INPUT CIRCUIT BREAKER E UTILITY XFMR 12 TO ALLOW MULITPLE CONDUCTOR TERMINATIONS. S 600N EV01 OPERATION AS FOLLOWS: U SEPARATELY DERIVED SYSTEM TO THE FIRST COORDINATE AVAILABLE SPACE WITH SWITCHBOARD O A) PROVIDE AUTO TRANSFER SWITCH CONTACT TO BMS 480V 5 SYSTEM. PROGRAM BMS TO LIMIT OR TURN OFF MANUFACTURER. H DISCONNECTING MEANS PER NEC 250.30(A). SIZE AS CAM LOCK E 6 CONNECTION MECHANICAL EQUIPMENT SUCH THAT TOTAL TRANSFER 16 AFTER ATS-2 IS INSTALLED DISCONNECT GDP INPUT R 48,523 16 SWITCH PLUS EMERGENCY LIGHTING LOADS IS A INDICATED IN PARENTHESES. ENCLOSURE FEEDER CONDUCTORS AND CONNECT MSB AND MGP MAINTAINED BELOW GENERATOR RATING. FEEDERS TO ATS-2 SUPPLY INPUT TERMINALS. W W 13 B) PROVIDE HARDWIRED INTERLOCK WITH TRANSFER CONNECT ATS-2 OUTPUT TO GDP. REMOVE MSB AND D SWITCH ATS-2 SUCH THAT TRANSFER SWITCH MGP CIRCUIT BREAKER KIRK KEY INTERLOCKS. N 1200N 600N PULL BOX ABOVE DISCONNECTS GENERATOR UPON ATS-2 LOAD OF A A EXTERIOR SNOPUD "FUTURE" ATS LOCATION. 12 340KW. PROVIDE POWER METER WITH DRY CONTACT N E UTILITY METER OUTPUT TO TRANSFER SWITCH AT HIGH LOAD. THIS IOIO ININ 70N INTERLOCK SHALL REQUIRE MANUAL RESET THROUGH TCTC -L-L ATS-2 ATS CONTROLS. U E M "OPTIONAL STANDBY" U N S 6 9 # R N 2 8 # 2 42,715 1,200A T OL OL 0 0 # 4-POLE S A IOIO # # # # # # MAIN SWITCHBOARD 'MSB' N A ISIS E E E 1200A, 480/277V, 3PH, 4W BYPASS ISOLATION TYPE O ICIC V IVIV IVIV IVIV 15 15 C C R E T T T 43,829 5 R T R R C C C 1200N O CECE R E E E EUSERC METERING SECTION GF CIRCUIT BREAKER "GDP-1" F F L O IRIR IRIR IRIR 1200/3P D E E ATAT D D D D D D 14 E 7 V D D D USUS -1-1 E L L L GENERATOR DISTRIBUTION PANEL 'GDP' D L IEIE IEIE IEIE N K 12 REVISIONISIS F E F F F 1200A, 480V, 3PH, 3W 20/3P 125/3P 60/3P 1200/3P 200/3PSPACE 30/3P 2 3 3 3 3 4 G 225A/3PSPACE SPD 42,351 2 2 2 2 2 2 7 7 7 0 0 0 0 0 0 /2/2 /2/2 /2/2 /2/2 /2/2 /2/2 #3/0 1200/3P 1 3 3 5 2 6 11 /2/2 /0/0 /2/2 /2/2 /1/1 /0/0 6 2 3 9 2 5 DATE0 0 0 0 1 0 20N 125 4 1200N 20/3P 125/3P 200/3P 150/3P 200/3P 125/3P 100/3P 250/3P 200/3P 200/3PSPARE 0 1 2 3 4 5 E7.02 7 7 7 NO. 7 7 7 7 70N 480V XFMR 'T-NLA' 20N 208Y 75KVA 125 100N 250N 200 120V 125 200N 70N 200 200 #2 32,612 4,788 22,505 UPSA BATTERY 37,132 29,163 35,286 480V 80KW CABINET ATS-1 XFMR ELEVATOR CONTROL 480V, 3PH, 3W 480V TO METER ENCLOSURE #1225N "LIFE SAFETY" T-GL XFMR MODULE #1 200 60A 208Y 75KVA 'T-GLA' 120V 100N 4-POLE 208Y 75KVA 5 120V 5,620 5,823 #2 5,919 UPSB BATTERY CABINET PANEL 70N ST #2 8,339 80KW 'GH' PANEL PANEL 480V, 3PH, 3W 200A 'GHA' 'GHB' 70N TO METER ENCLOSURE # 2225N 225/3 GENERAL 100A 250A 3 225N LIGHTING MECHANICAL 100A 7 ELEVATOR 20,150 5,814 PANEL PANEL #1 40HP ST 'NLD' 'NLA' 32,612 125 100A 225A RECEPTACLE RECEPTACLE 60/3 225/3 DIST. PANEL 'GLA' 30A 30A 100A 200/3P 225A, 208/120V, 3PH, 4W 8,256 PANEL 30N PANEL 100N 225/3P 37,132 125 30N 'X' 'GL' 125/3P 2,130 60A 225A 7 7 A/B A B EM LIGHTING GENERAL 5,612 K K K 125/3P 20/3P 150/3PSPARE 150/3P 150/3P 30/3P 200/3P BYPASS 7 7 30/3 SOLENOID 30/3 125/3P TO METER ENCLOSURE # 2 SPD A/B A B 150N 150N PANEL LOCATED AT THE WAREHOUSE PANEL PANEL K K K PANEL MAINTENANCE 'GL3' 'GL2' 125/3P 'X2' BYPASS PANEL 'UPSA MBP' 125 22,565 7,998 6,073 BYPASS 30A 100A 30A 480V, 3PH, 3W, 200A SOLENOID GENERAL MECHANICAL 480V XFMR TYP TYP T-UPSA DATA LOGGER 8 8 208Y 75KVA MAINTENANCE 10 120V BYPASS PANEL 'UPSB-MBP' 9 TO METER ENCLOSURE #1 125 33,110 480V, 3PH, 3W, 200A DIGITAL DIGITAL #2 PANEL PANEL XFMR 'T-NLA' AM VM FROM 20A BREAKER AT MSB XFMR 'T-GL' AM VM FROM 20A BREA KER AT 'GDP' 5,780 'GLA1' 'GLA2' 480V DIGITAL DIGITAL 3 225N 150A 150A XFMR SWBD 'GDP' AM VM PANEL 'GH' AM VM 5,660 MECHANICAL MECHANICAL T-UPSB 208Y 75KVA DIGITAL DIGITAL 10 120V PANEL 'X' AM VM ELEVATOR #1 AM VM DIGITAL 225/3 #2 6,017 METER ENCLOSURE # 1 UPSA AM VM 1 SPD 60A 100A 125A DIGITAL 225N SNOHOMISH COUNTY PUDNORTH COUNTY COMMUNITY OFFICEOFFICE BUILDING17601 59TH AVE NEARLINGTON, WA 98223 5,805 PANEL 'GHA' AM VM PANEL PROJECT: DIGITAL 100N 'UPSA' 125N 70N 2,849 BUILDING IDENTIFIER: PANEL 'GHB' AM VM 3,657 225A 4,810 225/3 DIGITAL 1 SPD UPSB AM VM 100A 125A DIGITAL 30/3 PANEL 'GLA1' AM VM FROM 20A BREAKER AT PANEL ' GLA' 3,721 PANEL A.1 DIGITAL 100N UPSB 125N PANEL 'GLA2' AM VM 225A 5,675 DIGITAL PANEL PANEL PANEL GENERAL SHEET TITLE: PANEL 'GL2' AM VM FROM 20A BREAKER 'UPSA1' 'UPSA2' 'UPSA3' AT PANEL 'GL2' 100A 125A 60A ELECTRICAL METER ENCLOSURE # 2 MDF 2ND FLOOR ONE-LINE DIAGRAM PANEL PANEL PANEL LOCATED AT THE WAREHOUSE UPSB1 UPSB2 100A 125A LEAD: DF MDF 2ND FLOOR ELECTRICAL ONE-LINE DIAGRAM DRAFTER: TC 1 DATE: Issue Date E6.11 SHEET: E6.11 SHEET OF A B C C.8 C.9 D E F G H J K ROLLUDA ARCHITECTS, INC. 105 S MAIN ST, #323 SEATTLE, WA 98104 PHONE (206)624-4222 FAX (206)624-4226 5 HB-1 (TYP) ON-1 4"ORL DN P7.02 1 1201 third avenue, ste 600 seattle, wa 98101 LARGE 1"C DN 206.448.3376 CONFERENCE BREAK ROOM ROOM SS-1 107 www.hargis.biz 103 IH-1 FCU-107 SB-1 CONF ROOM 3"RL UP/DN 4 115 AG-1 HB-1 CONF ROOM 2 FCU-103B ENTRY VEST STOR 3"V UP FCU-119 OFFICE / CONF 2"V 110 MOTHERS ROOM 108 4 4"RL DN ROOM 119 PUBLIC 4"ORL UP 112 1"C 4"ORL UP 4"RL UP 4"RL UP 4"RL DN RESTROOM CORRIDOR CONF ROOM4"ORL DN 5 OPEN OFFICE FCU-118D 106 111 1"C STOR 8 FLEX/ ADMIN/ 102 ON-1 WC-2 FOREMEN/ FCU-103A STAIR 01 FCU-118B ON-1 1"HW SS-2 AC-01 SERVICEMEN CREW ROOM 3 ST-1 2"FD-1 1"C 118 121 TP-1 FCU-118C FCU-121A 1"C LV-2 HB-1 LOBBY FCU-115 FCU-112 FCO 3"RL UP ELEV RM FCU-118A 101 3"ORL UP DF-1 114 3"V 3"VTR MEN'S FCU-121B CUST/ UTIL 2"PW FROM ELEVATOR SUMP PIT LOCKER CLOSET S 6 FCU-118E ROOM SHOWER N LV-2 3/4"CW UP 124 IO 4 2"FD-1 134 130 SB-1 1"C S IS 3"RL DN FCO R V FCU-109 FCU-113 3 10 SS-3 E E S FCU-116 1"C 1"C W R N ENTRY VEST WC-2 O N IO 4 H -I T 100 PRIVACY MEN'S S H A 5 1 1/2"HW OFFICE / CONF CORRIDOR RESTROOM ADA SHOWER 2 1/2"CW ENTRY VEST A GU IC (TYP) AG-1 4"RL UP ROOM ROOM 117 3"V UP LV-1 UR-1 2"V UP 1"HW 122 N D O IF P7.01 135 131 1 1/2"HW IO A D 113 116 2"FD-1 2"V UP T G R O 5 1 1/2"HW C IN R M 3"RL UP/DN 4 U D O N CASH TP-1 CORRIDOR R IL O WC-1 T L IO COUNTING 9 123 3"W UP NS UB D F CT 9 E U 1"C 109 1/2"CW UP SH-2 O N FCO O R FCU-101 FCU-143C PUBLIC FCU-134 C IC T OPEN OFFICE 2"FD-1 SH-1 ET-01 R FF C S RESTROOM WC-2 1 O E N FCU-141A WCO DF-1 EWH-01 F O S O ENG/ DES 2"W UP DWCP-01 P7.01 - - 105 2"V TO FD 8 2"FD-1 7 D 0 1 1 C 3"RL UP 141 DF-1 E 1 2 3 T FCU-141B 2"CW 2"V STAIR 02 10 US 0 0 0 S 3"ORL UP DOMESTIC WATER D D D O FCU-143A 1"C 1"C ST-2 ENTRANCE P7.01 REVISIONIS F F F P 1 1/2"HW 4"ORL UP WC-2 FCO 1"HW 4"RL UP/DN 2"V DN HB-1 2 2 3 3 4 1 1/2"CW 4"W DN 4"ORL UP /2 /2 /2 /2 /2 CSR LOBBY/ 1 2"V UP 1 9 FCU-133 4"RL UP 1 9 8 2 X OFFICE /2 /2 /2 /1 /X 6 2 2 4 X 143 WC-1 4"FS-1 2"CW DN 0 1 0 0 X 4"ORL UP 2"FD-1 2"FD-1 2-1/2"CW DN DATE 5 FCO MS-1 3"CW DN 6 0 1 2 3 4 ON-1 NO. ON-1 FCU-143B FCU-142 RESTROOMS 4"ORL DN ON-1 EUH-04 3"RL DN 4 OFFICE/ CONF VEST 2"FD-1 WOMEN'S ADA SHOWER SHOWER 4"RL DN SPRINKLER/ ENTRY VEST LV-1 129 MECH ROOM 4"ORL UP ROOM 140 LOCKER 3/4"CW UP AC-03A 1"C 132 TO HB 4"ORL UP 4"RL UP 139 6 WOMEN'S 125 142 4 3"RL UP/DN ROOM 3/4"C DN 4"RL UP 4"RL DN RESTROOM 1"C AC-02A WELLNESS ELECTRICAL 133 6 FIRE SPRINKLER 4"ORL DN 3/4"C 136 WEIGHT/ FCU-128 ROOM RISER COMM/ FIBER AC-02B 6"FIRE SPRINKLER 7 EQUIP 126 7 TEST RECEPTOR P7.01 ROOM FCU-137 128 2 4"RL DN 4"ORL UP 4"RL UP 3/4"C 138 AC-03B HB-1 ON-1 4"ORL UP 4"RL DN 4"RL UP 4"ORL DN 5 (TYP) P7.02 2 8 ON-1 ON-1 HB-1 4"ORL UP 4"RL DN 4"RL UP WELLNESS AEROBICS 137 TRUE PLUMBING FLOOR PLAN - LEVEL 1 N 1 SCALE:1/8" = 1'-0" SHEET NOTES FLAG NOTES 1. REFER TO P7.00 SERIES SHEETS FOR STANDARD DETAILS NOT 8. REFER TO ARCHITECTURAL INTERIOR ELEVATIONS FOR PLUMBING REFERENCED ON PLANS. COMPLY WITH ALL REQUIREMENTS IN FIXTURES MOUNTING HEIGHTS. 1 4"W STUBBED UP TO SECOND FLOOR FOR DETAILS. FUTURE RESTROOMS. 9. ROUTE HW CIRCULATION LOOP FULL SIZE IN WALL TO PUBLIC 2. SLOPE ALL WASTE PIPING A MINIMUM OF 1/4 INCH PER FOOT LAVATORY BRANCH RUNOUT OR BANK OF PUBLIC LAVATORIES. 2 PROVIDE 2" HIGH SHEET METAL DRAIN PAN UNLESS OTHERWISE NOTED. MAXIMUM ALLOWABLE LENGTH OF PIPING FROM LOOP TO BENEATH RAIN LEADER AND OVERFLOW RAIN FIXTURES PER STATE ENERGY CODE OR 2 FEET, WHICHEVER IS LEADER PIPING IN THIS ROOM. CONNECT TO 3. SLOPE ALL RAIN LEADER AND STORM DRAIN PIPING A MINIMUM OF MORE STRINGENT. 3/4"DRAIN AND ROUTE DRAIN TO TERMINATE 1/4 INCH PER FOOT UNLESS OTHERWISE NOTED. ABOVE DOOR SWING. 10. ALL FLOOR DRAINS, FLOOR SINKS, AND AIR GAP DRAIN TRAPS 4. DRAWINGS ARE DIAGRAMMATIC AND INTENDED TO SHOW SHALL BE SERVED FROM CLOSEST TRAP PRIMER. 3 2" ELEVATOR SUMP PUMPED WASTE. ROUTE TO GENERAL ARRANGEMENT AND CONFIGURATION OF PIPING AND DISCHARGE INDIRECTLY INTO MS-1. LOCATION OF VALVES. ADJUST LOCATIONS OF PIPING TO ENSURE 11. PROVIDE STAINLESS STEEL LOCKING ACCESS DOOR FOR ALL THAT ISOLATION VALVES ARE ACCESSIBLE. PROVIDE ISOLATION TRAP PRIMERS, WATER HAMMER ARRESTORS, VALVES, ETC. 4 PROVIDE PVC DRAIN PIPING FOR ALL EXTERIOR VALVES FOR ALL HOSE BIBBS, TOILET ROOMS, AND FIXTURES LOCATED IN OCCUPIED AREAS. COORDINATE FINAL LOCATION CANOPY RAIN LEADER AND OVERFLOW RAIN SNOHOMISH COUNTY PUDNORTH COUNTY COMMUNITY OFFICEOFFICE BUILDING17601 59TH AVE NEARLINGTON, WA 98223 WITHOUT STOPS (MOP SINKS, DRINKING FOUNTAINS AND WITH A/E. REFER TO INTERIOR ELEVATIONS ON ARCHITECTURAL LEADER PIPING PER SECTION 221300. ALL SHOWERS). PLANS. OTHER RAIN LEADER AND OVERFLOW RAIN PROJECT: LEADER PIPING SHALL BE CAST IRON. (TYP) BUILDING IDENTIFIER: 5. SEE PLUMBING FIXTURE AND DRAIN ROUGH-IN SCHEDULE FOR FIXTURE SERVICE CONNECTION SIZES. 5 1"C DOWN TO WYE FITTING ON SINK TAILPIECE. PROVIDE WYE FITTING ON LAVATORY. 6. PROVIDE WALL CLEANOUT BELOW EACH LAVATORY AND SINK. PROVIDE WALL CLEANOUTS FOR WATER CLOSETS AND INSTALL 6 PROVIDE AC UNIT CONDENSATE PUMP. LITTLE A.1 MINIMUM 6 INCHES ABOVE FLOOD RIM OF FIXTURES ADJACENT TO GIANT MODEL VCC-20 ULS, 1/30 hp, (2) INLET WCO. COORDINATE WCO LOCATION WITH GRAB BARS IN ADA OPENINGS, 20 FT HD, 120V/1, WITH 3-PRONG ACCESIBLE STALLS. PLUG. SHEET TITLE: 7. DO NOT ROUTE ANY PIPING OVER ELECTRICAL, IDF, MDF, OR 7 SUMP PUMP CONTROL PANEL. COORDINATE PLUMBING ELEVATOR MACHINE ROOMS UNLESS PIPING IS SERVING FINAL INSTALLATION LOCATION AND WIRING EQUIPMENT IN THE ROOM. REQUIREMENTS WITH DIVISION 26 & 28. FLOOR PLAN - LEVEL 1 8 REFER TO ARCHITECTURAL DRAWINGS FOR FINAL FLOOR DRAIN LOCATION (TYP). 9 2"W STUBBED UP TO SECOND FLOOR FOR FUTURE FIXTURES. LEAD: BC 10 RELOCATE CONDENSATE LINES SERVING UNIT DRAFTER: SF/RR/JS TO MATCH NEW UNIT LOCATION. DATE: 03/22/2022 4 SHEET: P2.01 SHEET OF ROLLUDA ARCHITECTS, INC. 105 S MAIN ST, #323 SEATTLE, WA 98104 PHONE (206)624-4222 FAX (206)624-4226 A B C C.8 C.9 D E F G H J K 1 1201 third avenue, ste 600 seattle, wa 98101 206.448.3376 www.hargis.biz 2 GLA2-1 N STAIR 01 GLA2-1 3 ST-1 N ROOF ACCESS 203 FUTURE OFFICE 200 4 2 E5.01 5 ELEC/ COMM STAIR 02 202 ST-2 GLA2-1 N GLA2-1 N MAINTENANCE STORAGE UPSB2-1 201 REVISION ISSUED FOR CONSTRUCTION FD 021 POST CONSTRUCTION MODIFICATIONS 1 U N N GLA2-1 GLA2-1 DATE 06/21/22 02/28/23 XX/XX/24 6 0 1 2 NO. 7 8 TRUE 1 POWER FLOOR PLAN - LEVEL 2 N E2.12 SCALE: 1/8" = 1'-0" RECEPTACLE POWER LEGEND: SHEET NOTES 1. COORDINATE ELECTRICAL WITH ALL OTHER CONTRACT N N SNOHOMISH COUNTY PUD NORTH COUNTY COMMUNITY OFFICE OFFICE BUILDING 17601 59TH AVE NE ARLINGTON, WA 98223 , EQUIPMENT POWER SUPPLIED BY NORMAL POWER DOCUMENTS AND FIELD CONDITIONS TO AVOID CONFLICTS. PROJECT: 2. CIRCUITS SHALL INCLUDE A DEDICATED NEUTRAL UNLESS U U BUILDING IDENTIFIER: , EQUIPMENT POWER SUPPLIED BY UPS OTHERWISE NOTED. 3. ROUTE ALL HORIZONTAL CONDUITS WITHIN CEILING AREAS TIGHT TO STRUCTURE. A.1 FLAG NOTES SHEET TITLE: 1 PROVIDE POWER CONNECTION TO ERCS PANEL. COORDINATE POWER FLOOR EXACT LOCATION WITH EQUIPMENT LOCATION. PLAN - LEVEL 2 LEAD: DF DRAFTER: TC DATE: Issue Date SHEET: E2.12 SHEET OF MANUAL AIR ELIMINATOR VALVE. POWER SUPPLY. SEE ELEC DWGS ROLLUDA ARCHITECTS,INC SEE NOTE 4 105 S MAIN ST, #323 SHUTOFF VALVE (NC) SEATTLE, WA 98104 HW, CW AND HWC PIPES. SEE 2% SLOPE HWC PHONE (206) 624-4222 DWGS FOR SIZE AND CONT (TYP) GRAVITY TO FAX (206) 624-4226 {CW W MOUNT CONTROL PANEL IN WASTE SYSTEM 1-1/2" OFFICE HOT WATER HW REMOTE ELEC STORAGE/LAUNDRY 109 SERVICE WATER METER. SEE ALARM AND NOTE 5. 3/4" CONTROL HEAT TRAP, 12" MINIMUM, PANEL 18" MAXIMUM HOLD PIPE ON INSIDE FACE CEILING OF BUILDING INSULATION VACUUM RELIEF VALVE. INSTALL ABOVE DIV 26 SHALL LOCATE WATER HEATER COMPRESS INSULATION WHERE S WIRING BETWEEN CUT PIPE AT 45 DEGREE ANGLE TO H.W. & C.W. RUNOUTS TO LAST FIXTURE SHALL WATER REQUIRED. PROVIDE EXPANSION TANK SHUTOFF VALVE (TYP) R R CONTROL PANEL AND TO PREVENT SPLASHING SUPPLY NOT BE SMALLER THAN SIZE HAMMER FULL INSULATION THICKNESS SEISMICALLY BRACED TO UNION (TYP) SUMP IN CONDUIT. MOP SINK PER REQUIRED FOR ARRESTERS ARRESTERS FREEZELESS WALL WHEREVER POSSIBLE. WALL STRUCTURE TERMINATE CONDUIT IN PLANS HYDRANT WITH JUNCTION BOX AT WALL VACUUM BREAKER LEVEL 0 OR 1 LEVEL 1 TEMPERATURE AND PRESSURE OF SUMP. THERMOMETER (TYP) FINISHED FLOOR FINISHED FLOOR 3/4" C.W. OR NPRW SAFETY RELIEF VALVE. PIPE FULL SUPPLY SIZE DISCHARGE TO FLOOR TEMPERATURE SENSOR (TYP) ELEVATOR PIT RECEPTOR WITH AIR GAP. SEE ELECTRIC WATER FINISHED FLOOR DWGS HEATER, S TEMPERATURE/PRESSURE TEST SEISMICALLY PORT (TYP) SEE DWGS BRACED TO WALL T/P FOR CONT CIRCULATION PUMP PROVIDE SECURED SELECT EXTENSION DEPTH STRUCTURE T/P COVER FOR SUMP, 2"W CHECK VALVE IN HORIZONTAL 4"W, INCLUDING TRAP TO MATCH WALL WATERTIGHT DRAIN PAN, 4" HIGH LEVEL WITH THE PIT LIP, 3" LARGER THAN WATER POSITION (TYP) ARM. VENTED AND FLOOR PRIMED. HEATER FOOTPRINT ALL HOSE BIBB WITH VACUUM BREAKER TO FIXTURES TO FIXTURES PIPING TO LAST 24" ABOVE FLOOR NOTE: AROUND AND CAP FIXTURE FULL PORT BALL VALVE OR GRADE OR AS 1. PIPE SHALL BE WITHIN PIPE FULL SIZE DRAIN FROM WATER NON-SLAM CHECK VALVE NOTE: USE TABLE 10-1 2015 UNIFORM PLUMBING CODE FOR NOTED ON PLAN INSULATED SPACE FINISHED FLOOR HEATER TO FLOOR RECEPTOR WITH AIR FIXTURE UNITS, FOR SIZING WATER HAMMER ARRESTERS 2. PROVIDE BALL VALVE AT GAP. SEE DWGS FOR SIZE AND CONT PUMPED WASTE PUMP AND MOTOR ACCESSIBLE LOCATION TO HOUSEKEEPING PAD. SEE STRUCTURAL PIPE FULL SIZE DRAIN FROM DRAIN 30" MIN SHUT OFF HOSE BIBB ONLY. R-10 RIGID INSULATION PAD PAN TO FLOOR RECEPTOR WITH AIR NOTES: GAP. SEE DWGS FOR SIZE AND CONT 1. SEE DRAWINGS FOR PIPE SIZES AND CONTINUATION. LIQUID SMART SENSOR 2. VALVES, SENSORS, PUMPS, EXPANSION TANK, AND SIMILAR ITEMS SHALL BE ACCESSIBLE FOR SUMP FLOOR MAINTENANCE AND INSPECTION PER MANUFACTURERS RECOMMENDATIONS AND AHJ REQUIREMENTS. 3. PROVIDE PIPE FITTING 2.5 TIMES LARGER THAN SERVICE PIPE WITH AIR ELIMINATOR CONNECTED NOTES: TO TOP OF FITTING AS RECOMMENDED BY MANUFACTURER. 1. PROVIDE INDOOR/OUTDOOR NEMA 4X PUMP CONTROL PANEL ENCLOSURE. 4. PROVIDE PIPE FITTING 2.5 TIMES LARGER THAN SERVICE PIPE WITH AIR ELIMINATOR CONNECTED 2. SEE SUMP PUMP SCHEDULE FOR MORE INFORMATION. TO TOP OF FITING AS RECOMMENDED BY MANUFACTURER. 3. USE DWV COPPER FITTINGS FOR PUMPED WASTE PIPING IN ELEVATOR PIT/SHAFT. 5. PROVIDE MUELLER MVR WATER METER. 1 DIAGRAM - FLOOR MOUNTED ELECTRIC WATER HEATER 2 DETAIL - ELEVATOR SUMP PUMP 3 DETAIL - WATER HAMMER ARRESTER DIAGRAM 4 DETAIL - FREEZE RESISTANT WALL HYDRANT P7.01 SCALE: NONE P7.01 SCALE: NONE P7.01 SCALE: NONE P7.01 SCALE: NONE DRAIN OUTLET PROVIDE GALVANIZED SPRINKLER NON-RATED RATED 90% FREE AREA WIRE DRAIN WALL WALL MESH BASKET 2-1/2" 6" CONCRETE, CONCRETE, 1/4" FIXED AIR GAP FITTING 8" STANDPIPE METAL OR WOOD METAL OR WOOD ASSEMBLY WALL ASSEMBLY WALL NO HUB PIPE INSULATION ACCESS DOOR SUPPORT (TYP) COUPLING (WHERE SPECIFIED) VENT. SEE 1/4" TO 1/2" 1/4" TO 1/2" GAP DWGS FOR SIZE GAP REDUCER AND CONT 3'-0" TO 4'-6" SEAL WATERTIGHT PER POWER SPEC BY DIV 26 PIPE PIPE 3" VENT VACUUM CONTROL TIMER REVISION ISSUED FOR CONSTRUCTION FLOOR BREAKER PIPE SLEEVE (TYP) SOLENOID VALVE SEE DWGS FOR SIZE CAULK OR FIRE CAULK PER WATER HAMMER ACOUSTICAL SPECIFICATIONS ARRESTER SEALANT PER ON EACH END OF SLOPE DN TO SANITARY SLOPE PIPE DN DATE 06/21/2022 TRAP PRIMER PIPE SPECIFICATIONS ESCUTCHEON PLATE SLEEVE. SEWER SYSTEM. TO TRAPS SEE DWGS FOR ON EACH END OF ON ONE OR BOTH 0 SLEEVE. SIDES WHERE PIPING PIPE SLEEVE PER 1/2" PRIMERS, WATER SUPPLY NO. SIZE AND CONT PIPE SLEEVE PER IS EXPOSED. SPECIFICATIONS. TRAP PRIMER 6" WASTE PER FLOOR NUMBER VARIES STRAINER SPECIFICATIONS. PLAN DRAWINGS ISOLATION VALVE NOTES: NOTE: 1. PROVIDE FIRESTOPPING WHERE FLOOR IS RATED BY ARCHITECTURAL PLAN. 1. PROVIDE LOCKING ACCESS PANEL TO CONCEAL ALL COMPONENTS SHOWN AT OCCUPIED SPACE LOCATIONS. NOTES: 1. SLEEVE NOT REQUIRED IF WALL IS FRAMED. 5 DETAIL - AIR GAP DRAIN 6 DETAIL - PIPE SLEEVE THROUGH INTERIOR WALL 7 DETAIL - SPRINKLER TEST/DRAIN RECEPTOR 8 DETAIL - TRAP PRIMER PANEL P7.01 SCALE: NONE P7.01 SCALE: NONE P7.01 SCALE: NONE P7.01 SCALE: NONE DOMESTIC COLD SHUTOFF VALVE. SEE DOMESTIC COLD WATER WATER TO BUILDING NOTE 2 TO OFFICE BUILDING FIXTURES. SEE DWGS EXPANSION TANK, 2" OFFICE COLD WATER FOR CONTINUATION SEISMICALLY BRACED SERVICE WATER METER. SEE INDIRECT WASTE TO STRUCTURE NOTE 3 DRAIN PIPE (TYP) DOMESTIC COLD WATER TO PRESSURE RELIEF DET-02 HEATED PARKING BUILDING VALVE. SET AT 80 PSI. VENT, SEE DWGS PIPE FULL SIZE W DOMESTIC COLD WATER TO VENT, SEE DWGS FLOOR FOR CONT DISCHARGE TO FLOOR WAREHOUSE FOR CONT WYE STRAINER WITH HOSE RECEPTOR RECEPTOR WITH AIR FLOOR DRAIN END BLOW OFF VALVE (TYP) DOMESTIC COLD WATER TO FINISHED FLOOR. PIPE SLEEVE AND GAP FUTURE GUARDHOUSE REFER TO PIPE SLEEVE AND SEALANT. SEE SEALANT. THREADED ROD, AIR GAP PER SHUTOFF VALVE (TYP) BUILDING.CAP FOR FUTURE ARCHITECTURAL SLEEVE THROUGH FOR SLOPING ATTACH TO STRUCTURE PLUMBING CODE FINISHED FLOOR, FLOOR DETAIL CONNECTION. SEE ARCH DWGS 3" REDUCED PRESSURE BACKFLOW REQUIREMENTS. 3"CW INSULATION INSERT ASSEMBLY. INSTALL 24" TO 60" AFF PIPE HANGER INSULATION BASKET STRAINER 2"CW PRESSURE 3"CW GAGE (TYP) UNION (TYP) 3"CW 2" PRV, 63 PSI INLET, 57 PSI OUTLET FIXED AIR GAP FITTING. PIPE TO 1-1/2" PRV, 63 PSI INLET, FLOOR RECEPTOR 60 PSI OUTLET 1-1/2"CW TRAP PRIMER WITH AIR GAP 24" TO 60 AFF TRAP PRIMER PIPE PIPE PIPE. SEE 5" INSULATION SHIELD BETWEEN TRAP ARM MAIN SHUTOFF TRAP ARM HANGER AND INSULATION UP DWGS FOR MIN VALVE AIR GAP. SEE INDIRECT FINISHED FLOOR SIZE AND CONT TO CENTERLINE OF PIPE AS FLOOR RECEPTOR 12" MIN SPECIFIED WASTE DRAIN DETAIL (TYP) SNOHOMISH COUNTY PUD NORTH COUNTY COMMUNITY OFFICE OFFICE BUILDING 17601 59TH AVE NE ARLINGTON, WA 98223 TO SANITARY, SEE TO SANITARY P-TRAP DWGS FOR CONT P-TRAP WASTE, SEE DWGS PROJECT: FOR CONT BUILDING IDENTIFIER: TO WASTE AND VENT SYSTEM. SEE DWGS FOR HOSE END DRAIN VALVE CONT WITH VACUUM BREAKER TRAP PRIMER PIPE. SEE A.1 3"CW - LABEL "BYPASS DWGS FOR CONT VALVE - NORMALLY PIPE SLEEVE AND CLOSED" SHEET TITLE: SEALANT. SEE SLEEVE PLUMBING DETAILS THOUGH FLOOR DETAIL FROM COLD WATER SERVICE. SEE DWGS FOR CONT NOTES: 1. SUPPORT PIPE AS SPECIFIED AND PER MANUFACTURER'S INSTALLATION REQUIREMENTS. 2. SET SHUTOFF VALVE IN OPEN POSITION AND REMOVE HANDLE. 3. PROVIDE MUELLER MVR WATER METER. LEAD:BC 9 DETAIL - INDIRECT WASTE DRAIN 10 DETAIL - COLD WATER SERVICE ENTRANCE 11 DETAIL - FLOOR DRAIN 12 DETAIL - INSULATED PIPE HANGER DRAFTER:SF P7.01 SCALE: NONE P7.01 SCALE: NONE P7.01 SCALE: NONE P7.01 SCALE: NONE DATE:03/22/22 SHEET: P7.01 SHEET OF HYDRAULIC CALCULATIONS SPRINKLER SCHEDULE & LEGEND THIS BUILDING IS PROTECTED BY A HYDRAULICALLY DESIGNED AUTOMATIC SPRINKLER SYSTEM. REMOTE SYMBOL SPRINKLER DESCRIPTION K-FACTOR TEMP. FINISH SIN QUANTITY ROLLUDA ARCHITECTS, INC. AREA IS A TREE SYSTEM FED FROM A SMALL GRID. TYCO SERIES TY-FRB QUICK RESPONSE, STANDARD COVERAGE UPRIGHT SPRINKLER 5.6 200Âº F BRASS TY3131 14 105 S MAIN ST, #323 LOCATION SEATTLE, WA 98104 OFFICE BUILDING LEVEL 1 AREA 3 TYCO SERIES TY-FRB QUICK RESPONSE, STANDARD COVERAGE PENDENT SPRINKLER 5.6 155Âº F CHROME TY3231 147 PHONE (206)624-4222 FAX (206)624-4226 NO. OF SPRINKLERS 7 TYCO SERIES TY-FRB QUICK RESPONSE, STANDARD COVERAGE SIDEWALL SPRINKLER 5.6 155Âº F BRASS TY3331 1 BASIS OF DESIGN TYCO SERIES RFII QUICK RESPONSE, STANDARD COVERAGE PENDENT CONCEALED SPRINKLER 5.6 155Âº F CHROME TY3531 7 D TYCO SERIES DS-1 QUICK RESPONSE, EXTENDED COVERAGE (16'X18') DRY SIDEWALL 5.6 WHITE TY3338 6 1. DENSITY 0.15 GPM/SQ. FT. 2. DESIGNED AREA OF DISCHARGE 420 SQ. FT. HEAD CAB'T & WRENCH(ES) PROVIDED TOTAL COUNT THIS BUILDING = 175 SYSTEM DEMAND AT FLANGE ON THE RISER NOTE: WHERE SPRINKLERS ARE EXPOSED TO ATMOSPHERIC CONDITIONS PROVIDE CORROSION PROTECTION. 1. GPM DISCHARGE 140.6 GPM WHERE SURFACE MOUNTED LIGHTS OCCUR, INSTALL 401 CANOPY TYPE. 2. RESIDUAL PRESSURE 23.9 PSI ORDINARY GROUP 1 HAZARD OCCUPANCY 23109 55TH AVE W TOTAL COMBINED INSIDE AND OUTSIDE HOSE MOUNTLAKE TERRACE WA 98043 STREAM - GPM250 +1 425-775-5550 WWW.JENSENHUGHES.COM JH PROJECT NO.: 1KCT00173 REQ'D FLOW AND PRESSURE OF THE SYSTEM AT THE WATER SUPPLY SOURCE: 1. GPM DISCHARGE 390.6 GPM 2. RESIDUAL PRESSURE 35.3 PSI QUICK-RESPONSE, UPRIGHT SPRINKLERS K=5.6 200 F TY3131 19.5 GPM AT PSI REQUIRED FROM 12.1 HYDRAULICALLY MOST DEMANDING SPRINKLER PROTECTION AREA PER SPRINKLER: SQ. FT.130 NFPA 13, 2016 EDITION A B C C.8 C.9D E F G H J K AIR VENT MOVABLE PARTITION 1 1 1 LH NONCOMBUSTIBLE CONSTRUCTION 10' - 0" m 1 P1 m P 1 PLH 1-3 m1-0 m m m m m m m m (TYPE IIB) AND NO COMBUSTIBLE m m 1-0 0-11Â½m 1-0 M P STORAGE BELOW CANOPY - NO 2 -0 4 P m 1 SPRINKLER PROTECTION REQUIRED IN 8-6Â½ 2 -0 2 -0 ACCORDANCE WITH SECTION 8.15.7 OF 2 -6 2 -0 2 -6 12 12 NFPA 13, 2016. TYP. 11 12 11 M 2 -6 M 7 BREAK ROOM 12' - 0" 1 107 1 INSTALL SIDEWALL SPRINKLER 12' - 0" 1 1 1 1-3 1-0 NOT MORE THAN 2 FT ABOVE THE 1-0 1-0 2 0-11Â½ m m m 2 m-6 m m m FLOOR OF THE ELEVATOR PIT. FP2.01 5 REVISIONISSUED FOR CONSTRUCTION m 1 -0 -0 -0 2 -012 M 2 -012 1D -6 2 12 2 12 8-6Â½ 2 12 0 -10 1 2 -0 2 1 x 14 m 1 2 LARGE CONFERENCE 2 -66 2 1m -62 2 LH 10' - 0" 1-5Â½ 1 LH LH 1-7Â½ LH ROOM 1 -01 P 1x 1 1 1 1 0m-6Â½ ENTRY VEST8-6Â½ x x 1-0 P x x x P x x M 103 M 1 -0 1 1 1 1 OFFICE / CONF ROOM 3-1Â½ DATE06/21/2022 1-3 1-0 1 m 1-0 1-0 110 x x 1-0 1-6 x 2-0 x x x 1-0 119 1 2 -6Â½ 2 -117 M x x 1 0 2 -9 2 -3 0-11Â½ 2 -3 2 -3 5 10' - 0" x NO. 6 7 7 7 x 1-0 m m m m m m 1 m LHm -0 M M -8 1m 2 -0 -0 -0 1 -01 1 1-1 14 2 2 2 m 2 -0 1 x 3-6 CONF ROOM 14 14 14 2 9 2m 2 -9Â½ 2 -0 2 -0 2 -0 2 -0 x x x 2 -9 5-6 m m m m 1 2 m-31 m 2 -9 15 STAIR 01 115 14 14 14 14 2 -0 0 3-3 0 M M 12 8-6Â½ -0 2 -0 ST-1 x x x x x x CONF ROOM STOR2 LH 8 1 10 LH -5LH 108 MOTHERS ROOM 1 2 2 -11 0-11Â½ 2 7 1 1x -11Â½8 9 2 -88 112 1 1-0 3 9' - 0" m m m m PUBLIC RESTROOMm m m 1 1 1 1 1 1-7Â½ 3-1Â½ 2 -85 106 1 1 1m 0-6 10' - 0" 1 m 10' - 0" 1-1 3-1 2 -9 2 -86 1-0 1-6 2-0 1-0 1-0 CREW ROOM Â½ 1 1 0-7Â½ m m m4 M NONCOMBUSTIBLE CONSTRUCTION 1 -70m 1 1-4 2 -7Â½ OH1 LH OPEN OFFICE FLEX/ 121 CONF ROOM STOR1 0-7Â½ 1-1Â½ 0-7Â½ 2 -15 LH Â½ x 1 (TYPE IIB) AND NO COMBUSTIBLE D 1 -50 7-6Â½ 2 -1Â½ 7-0 ADMIN/ FOREMEN/ -0 M-0 10' - 0" STORAGE BELOW CANOPY - NO 102 2 m m m m m 1 8 2 -7Â½ 1-0 SERVICEMEN 2 14 2 14 -4Â½4 CASH COUNTING 9 ELEV ROOM 2 -0 2 -0 2 -0 2 -0 2 -0 2 -0 SPRINKLER PROTECTION REQUIRED IN 1m 0-7Â½ LH 14 14 118 14 14 14 12 109 1 PRIVACY ROOM 114 x x x x x x x x x ACCORDANCE WITH SECTION 8.15.7 OF 1-4 2 -39 M 10' - 0" 2 -0 2 -0 LOBBY 2 -0 0-7Â½ 1131m x x x x x x x x x NFPA 13, 2016. TYP. 2 -95 15 15 15 2 -3Â½LH 3-1 -4 10' - 0" 101 9 m 4 1 1 x LH 1 m PUBLIC RESTROOM 1 1 x x1 Â½ OFFICE / CONF ROOM 1 1 1 1 1 1-7Â½ 3-1Â½ 12' - 0" 105 m m m0-6 5-3 3-7Â½ -5 1 -2 116 1-0 1-6 2-0 1-0 1-0 2 3 2 10 1 1 -70 m 1 0-7Â½ 2 -3Â½ 2 -3Â½ 2 -3Â½ PENTRY VEST Â½ 1 1 1 2 -53 2 -3Â½7 1-0 2 -5Â½ 2 -5Â½ 2 -5Â½ 2 -5Â½ 8 8 8 ENTRY VEST 4 D 1 -50 9-9Â½ m m m m m m 2 6 6 6 6 LH 1 -5 100 0-7Â½ 1-1Â½ 0-7Â½ 1-11 2 -8Â½ CORRIDOR -2Â½4 122 0 -11 2 -74 1 m 20 1 1 1 1 1 1 1 1 1 1 1 1 -101 1 1 2 M x x 117 x x x x x 2 -7Â½ x x 10' - 0"1 -0 -3Â½01 x 1m -9 1/21 x x x x x12 x x x x x 1 D 1 2 -5Â½ 2 -6Â½7 2 -6Â½7 4-2 2-5Â½ 2-0 9' - 0" 4-1Â½ 4-9 7-3 4-9 4-3 2-9 0-6Â½ 2-1Â½ 1-0Â½ 2 2 x 2 2 1 1 -10 3-7Â½ 8 10' - 0" x 0 FP2.01 1-8 1-8 -9 2 -3 2 -2Â½ 2 -2Â½ 2 -6 1-11 6-5 3-9Â½ 1-2Â½ 0-6 9 5 -8 2 x 2 x 2 8 6 6 6 6 1 x-10 x 1 x x 2 x-98 10' - 0" MLH 2 -8Â½ LH OH1 2 2 2 9"- LH LH 2 -9 MEN'S RESTROOM 8 2 -2Â½ x -2Â½8 LH 2" 10 1x 1x x1 x1 1 x 1 6 2 -41 2 -0Â½4 10' 135 1-10Â½ 1-6Â½ 4-3 3-7 2 6-2 0-10 1 2 -0Â½ m 1 1 1 x1 x 1 2 -121x 9' - 0" M 1 -11Â½1 -8 1 -3 1 -60m 6 OFFICE/ CONF ROOM 1 12 D 1-10Â½ 10' - 0" 2 -0 2-3Â½ 2-1Â½ 0-10 3-3Â½ 7-10Â½ 2-0 1-0 9' - 0" 2 -1Â½31 x 2 -75 1m 1m 2 1 x1 9' - 0" 9' - 0" MEN'S RESTROOM 8' - 0" LH LH LH m 1 m m m 10' - 0" m 145 2 -0Â½1 1 -50 1-11 3-8Â½ 1-0 10' - 0" 3-10Â½ LH 135 -0 MEN'S LOCKER ROOM -0 x 1 1 1x CUST/ UTIL CLOSET2 -11 0-10Â½ 2 2 2 2-1 9 -11 -7Â½ 12 12 4-9Â½ SHOWER 1-11Â½ 124 STAIR 02 -6 x 1 x x x7 x x 134x x ADA SHOWER x x x 1 1 0 1 CONFERENCE ROOM x 2 x-7Â½ x OPEN OFFICE ENG/ 2 -06 RESTROOMS VEST 2 -7Â½ 130 9' - 0" ST-2 D 2 -08 28 28 131 BR3 4-8 0-6 -6 2 -9 144 2 -0 2 -0 DES 2 -0 1 140x 1 1 1 0 10 2 -0 2 -0 14 14 14 x 2 -7Â½ -0 4 4 x 2 -0 12 12 M 141 M 7-10Â½ 15 1 1 2 -1Â½ CORRIDOR2 23 1m 3-10Â½ x x 101-5Â½ m m m m m SHOWER10 123 S 1 2 -31 -6 2-3Â½ x x x x x x x x1-6Â½ x 4-3x 2 -6Â½ LH x x x x 0 -0 -0 2 9' - 0" 21 x 129 4 -6 0-7 2 2 4 2 6 -11Â½7 LH 6 2 1 m m 9' - 0" LH4-1Â½ ADA SHOWER 1x 1x -3Â½8 1 m-6 1 1 1 1 1 x1 x1 1 WOMEN'S RESTROOM 2 -91 WOMEN'S LOCKER 0 0-10Â½ 8 -8 2-1 1-11Â½ S 4 D m m 1-11 m 3-8Â½ m m 1-0 2-1Â½ 0-10 3-3Â½ 3-10Â½ LH LH 2-0x 1 1-6Â½ ROOM 132 x 1 SPRINKLER/ MECH S 1 -5 1 1 2 2 WOMEN'S RESTROOM -6 136 M x 2 1 15-0 1 -4OH1 0 2 -10Â½ -10Â½5 ENTRY VEST-10Â½ x 0 x1-0 x 133 -10Â½7 2 -2Â½ 2 -6Â½ 1 ROOMS 2 0-8Â½ 0-9Â½ 2 -10Â½ 2 -10Â½ 2 -10Â½ x5 -10 x 2 x-10Â½ x x5 2 -03 Â½ -4 2 x -10 -2 x -10 -2 x6 1 -8 x6 x 4 -7 -10 -8 -10 -10 -10 5 -10 -10 5 -10 5 -72 4 0 -10 5 -10 -10 -10 136-10 M x 1 2 4 -10-10 -10 x 0 1 -10 0 1 -10 1 -2 -10 -2 125 6 0 x 0 0 0 0 0 0 0 0 1 x 0 0 P 0 0 1391 -10Â½-10 0 x S S 0 0 S S 68-5Â½ x 0 2 x 0 2 x x 1 x S 0 1 0 S S 0-8Â½ -4 1 x 1 x 4 4 2 2 x 4 2 x 4 S 2 x 4 2 x 4 2 x 4 2 x 4 42 x 4 0-8Â½ 2 4 2 x 4 2 x S4 2 x 4 2 x 4 04 x 0 1 x 4 2 -4 4 2 x2 x4 4 2 -84 4 2 4 4 1 -814 2 x 4 4 1 -8 4 2 x 4 4 1 x 2 x4 2 22 x S S 4 1 1 1 1 1 x 2 -5 S 1-6Â½ 1-10Â½ m 5-5 6-7 m2-11 9-1 m2-8Â½ 9-3Â½ m 10-2 -102 1 7-9 7-6Â½ 18-1Â½ 12-7Â½ 4-6Â½ 3-7 6-4Â½ -10x 1Â½ -83 12-6 x1-0 8-0 -10 4-0 x 6-0 3-4Â½ x2-2 4-3 5-6Â½ 2x-2 5-10 6-2 1-10 x2-11Â½ 22 C23 2 C22 C21 2 2 1-1 TR2 6 2 2 0 -1Â½2 0 0 -10 -10 4 0-10 -1Â½ 2 -1Â½ 2 -1Â½ -1Â½ 2 x 1 2 x 1Â½ 2 x 0 x 0 3-2Â½ 7-0 -8 0-70-10Â½1Â½ -7Â½ x S 4 S 4 4 S 4 m 1-0 S S S -4Â½5 S S 2 x S S 2 x 1Â½ 1 x x 1 Â½ 1 M 1 1 M 1 m 2-1 1-8 1Â½ -03 -10 -0 1 OFFICE/ CONF ROOM -10 OH1 2 -2 2 -2LH 2 -2 2 -2 2 -2 LH x 1 1 5-5 x10 1-0 1-0 1-0 1-0 1 -80 1 1Â½ -1Â½ 9 9 9 9 9 1Â½ x x -6 1Â½ 2- x 4 1Â½ 1Â½ 1Â½ 4 142 D 1 -51 S27 10' - 0" 0 S24 P 2 -08 2 -08 2 -08 2 -08 2 -0 1 1 1 1 1 -6 S22 12 10' - 0" 1Â½ 7 m m CSR LOBBY/ OFFICEm m x 1-0 1-0 1-0 1-0 1-0 m m m m -0 SNOHOMISH COUNTY PUD NORTHCOUNTY COMMUNITY OFFICEOFFICE BUILDING17601 59TH AVE NEARLINGTON, WA 98223 1 1 143 1 1 m 1Â½ 8 x 10' - 0"M x x M x M x x x x P m COMM/ FIBER ROOM WELLNESS WEIGHT/ PROJECT: 1-0 1-0 1-0 1-0 EQUIP ELECTRICAL ROOM-0 1 138 WELLNESS AEROBICS S26 1Â½ 14 1Â½ -10Â½ BUILDING IDENTIFIER: 13 1-0 2 -0 137 2 -0 2 -0 128 2 -0 2 -0 126 7 12 12 12 12 12 -0 1Â½ 8 0" x x x - x x x x x x x x x 1 1/2"8' x 1 x 1 x 1 x 1 1 A.1 x x P P S25 S23 S21 4" LATERAL SWAY BRACE 1-0 1-0 1-0 1-0 1-0 4" OH1 ZONE OF INFLUENCE 1 - 6' 8 SHEET TITLE: 10 1/2"" x 1 1/2"- 1 2' LEVEL 1 FIRE REMOTE AREA 3: 420 SQFT. SPRINKLER PLAN INSPECTOR'S TEST VALVE CONNECTION (REFER TO DETAIL 13 ON LEAD: KT FP2.01) DRAFTER: ZW DATE: 03/22/2022 SHEET: LEVEL 1 1 1/8" = 1'-0" FP1.01 SHEET OF ROLLUDA ARCHITECTS, INC. 105 S MAIN ST, #323 SEATTLE, WA 98104 PHONE (206)624-4222 FAX (206)624-4226 LEAD: KT DRAFTER: AK A B C C.8C.8 DD E F G H H.1 J K ROLLUDA ARCHITECTS, INCROLLUDA ARCHITECTS, INC. 105 S MAIN ST, #323105 S MAIN ST, #323 SEATTLE, WA 98104 PHONE (206)624-4222PHONE (206)624-4222 FAX (206)624-4226FAX (206)624-4226 204' - 6" 154' - 3" 25' - 0" 25' - 0" 24' - 0" 22' - 0" 24' - 0" 24' - 0" 24' - 0" 26' - 0" 10' - 6" 24' - 0" 21' - 10" 24' - 0" 24' - 0" 24' - 0" 36' - 5" SUNSHADE 1 23109 55TH AVE W MOUNTLAKE TERRACE WA 98043 +1 425-775-5550 WWW.JENSENHUGHES.COM 1KCT00173 4 2 NAC CIRCUIT ST-1 #4 OTS 6 3 36' - 0" 203 200 OTS OTS S H MECH CHASE 69' - 0" 4 S 5 202 8 UP FROM FIRST FLOOROTS ST-2 FUTURE MEN'S OTS RESTROOM 33' - 0" 201 S S REVISION DUCT DETECTOR DUCT DETECTOR FOR DOAS-2 FOR DOAS-3 OTS UNIT UNIT AIM WF FUTURE AIM RV WOMEN'S RESTROOM DATE 0 06/21/22 ISSUED FOR CONSTRUCTION 6 6 NO. 9 7 C C.9 E F G H H.1 A B C C.9 D E F G H J K TRUE FLOOR PLAN - LEVEL 2 N 1 SCALE: 1/8" = 1'-0" NOTES: GENERAL NOTES: 1. REFERENCE SHEET A6.01 FOR ROOM FINISH SCHEDULE. 1. IDENTIFYING NUMBERS ADJACENT TO INITIATING DEVICE DENOTES ADDRESS, SUBSCRIPT ADJACENT TO INDICATING APPLICANCE DENOTES 2. REFERENCE SHEET A6.02 FOR DOOR SCHEDULE AND TYPES. SNOHOMISH COUNTY PUD NORTH COUNTY COMMUNITY OFFICE OFFICE BUILDING 17601 59TH AVE NE ARLINGTON, WA 98223 CANDELA RATING OR SEQUENCE. 3. REFERENCE SHEET A7.01 FOR WALL TYPES. PROJECT: 2. ALL INSTALLATION MATERIAL SUCH AS CONDUIT, FITTINGS, BOXES, HANGERS, ETC. NOT SUPPLIED BY HONEYWELL GAMEWELL UNLESS BUILDING IDENTIFIER: OTHERWISE NOTED. 3. WIRING RUNS ARE SHOWN DIAGRAMMATICALLY, EXACT LOCATION OF ALL EQUIPMENT TO BE DETERMINED IN THE FIELD. 4. ALL WIRING MUST CONFORM WITH LOCAL AND NATIONAL CODES. A.1 5. DETECTOR AND AUDIBLE ALARM DEVICE CIRCUIT POLARITY SHOULD BE OBSERVED. KEYPLAN 6. ALL DETECTOR CIRCUIT WIRING SHALL BE 1 PAIR TWISTED FIRE ALARM CABLE, #16AWG MINIMUM, 14 AWG MAXIMUM, 6000 DIELECTRIC, UNLESS OTHERWISE INDICATED OR SPECIFIED. SHEET TITLE: 7. WHERE ALLOWED, ALL WIRING NOT IN CONDUIT MUST BE FIRE RATED PER N.E.C. WHEN INSTALLED IN A CEILING INTERSTITIAL SPACE BEING USED FIRE ALARM AS A RETURN AIR PLENUM WIRING MUST BE PLENUM RATED AND FIRE RATED PER WASHINGTON N.E.C. PLAN - LEVEL 2 8. DO NOT INSTALL SMOKE DETECTORS WITHIN 36" OF FORCED AIR OPENINGS, NOR WITHIN 12" OF FLUORESCENT LIGHTING FIXTURES. 9. THE FOLLOWING CIRCUITS MUST BE SUPERVISED, WHICH DOES NOT ALLOW ANY BRANCHING, "T-TAPPING" IS NOT ALLOWED: - CONVENTIONAL INITIATING DEVICE CIRCUITS (IDC) 100% CD SUBMITTAL - ALL ALARM NOTIFICATION APPLIANCE CIRCUITS (NAC) LEAD: KKW/RMT 10. ELECTRICAL ROUGH-IN BACKBOX SIZES ARE AS SHOWN IN EQUIPMENT SCHEDULE, UNLESS SPECIFICALLY NOTED ON SYSTEM DRAWINGS. DRAFTER: MHAK 11. DURING SYSTEM INSTALLATION, INSTALLING CONTRACTOR SHALL MAINTAIN A SET OF FIELD DRAWINGS, INDICATING BY RED-LINE, CHANGES IN THE THIS DESIGN IS BASED ON THE FOLLOWING ADOPTED CODES ROUTING OF ALL CONDUIT OR CABLING AND DEVICE LOCATIONS INCLUDING ADDRESS REVISIONS, PROVIDE SIEMENS, FIRE SAFETY DIVISIONS, WITH A DATE: 06/21/2022 SET OF THESE MARKED UP DRAWINGS FOR AS BUILTS PURPOSES. SHEET: 2018 INTERNATIONAL BUILDING CODE (IBC) 12. CIRCUIT WIRING COLOR CODE SHALL BE AS DESCRIBED IN THE CONTRACT SPECIFICATIONS. FA2.01B 2018 INTERNATIONAL FIRE CODE (IFC) 13. ALL CONDUIT PENETRATIONS THROUGH FIRE-RATED WALLS AND FLOORS SHALL BE SEALED TO MAINTAIN THE FIRE SEPARATION RATING. NFPA 72 SHEET OF â€™ â€™ SITE LIGHTING CONTROL SCHEDULE EXTERIOR LIGHTING CONTROL NOTES ROLLUDA ARCHITECTS,INC ZONE LIGHT FIXTURES ON/OFF CONTROL SETBACK CONTROL OCC SENSOR ON OCC SENSOR OFF NOTES A. SITE POLE LIGHTS SHALL BE CONTROLLED THROUGH WIRELESS LIGHTING CONTROL 105 S MAIN ST, #323 SYSTEM, HUBBELL SITESYNC. WIRELESS CONTROLS SHALL PROVIDE INDIVIDUAL AND SEATTLE, WA 98104 A P1, P3, P4, P5, B5 TIMECLOCK NOTE 2 NOTE 3 NOTE 4 1 GROUP CONTROL CAPABILITY. SITE WIRELESS CONTROLS SHALL INTERFACE ALL POLE AND PHONE (206) 624-4222 B P1, P3, P4, P5, S4 TIMECLOCK NOTE 2 NOTE 3 NOTE 4 1,5 BOLLARD FIXTURES SERIES P1, P3, P4, P5, B1 AND WAREHOUSE FIXTURES TYPE S4. FAX (206) 624-4226 C P1, P3, P4, P5, S4 TIMECLOCK NOTE 2 NOTE 3 NOTE 4 1,5 D P3, P4, P5, S4 TIMECLOCK NOTE 2 NOTE 3 NOTE 4 1,5 B. CONTROL SYSTEM SOFTWARE SHALL BE DOWNLOADED ON OWNER NETWORK E P3, P4, P5, S4 TIMECLOCK NOTE 2 NOTE 3 NOTE 4 1,5 FOR MONTORING, CONTROL AND PROGRAMMING THROUGH OWNER PC'S. F P3, P4, P5 TIMECLOCK NOTE 2 NOTE 3 NOTE 4 1 G F1 TIMECLOCK 1,6 C. PROVIDE ALL COMPONENTS REQUIRED FOR SITE WIRELESS CONTROLS INCLUDING H ILLUMINATED SIGN TIMECLOCK 1,6 HEADEND EQUIPMENT AND WIRELESS REPEATERS. NOTES: 1. TIMECLOCK CONTROL: ALL FIXTURES TO 100% ON AT DUSK, ALL FIXTURES OFF AT DAWN D. ALL POLE LIGHT FIXTURES SHALL INCLUDE INTEGRAL OCCUPANCY SENSORS 2. ALL FIXTURES TO BE DIMMED TO 50% FROM 12AM MIDNIGHT TO 6AM (CONFIRM OPERATING HOURS WITH OWNER) INTERFACED WITH SITE WIRELESS CONTROL SYSTEM. 3. ALL FIXTURES WITHIN ZONE FULLY ILLUMINATE UPON ACTIVATION OF ANY OCCUPANCY SENSOR WITHIN THAT ZONE 4. DIM FIXTURES INDIVIDUALLY TO 50% AFTER NO ACTIVITY FROM LOCAL SENSOR FOR 15 MINUTES. E. PROVIDE WIRELESS OCCUPANCY SENSORS AT WAREHOUSE PERIMETER PER DRAWINGS 5. REFER TO WAREHOUSE LIGHTING DRAWINGS FOR THE S4 BUILDING PERIMETER LIGHT FIXTURES. INTERFACED WITH S4 FIXTURES. 6. FIXTURES CONTROLLED THROUGH OFFICE BUILDING LIGHTING CONTROL SYSTEM. F. WIRELESS LIGHTING CONTROLS SHALL BE CONFIGURED PER THE EXTERIOR LIGHTING CONTROL SCHEDULE. G. EXTERIOR FLAGPOLE AND ILLUMINATED SIGN CONTROLS (ZONES G AND H) SHALL BE CONTROLLED THROUGH THE DELTA LIGHTING CONTROL SYSTEM. 3/14/20226/21/2022 ZONE H - ILLUMINATED SIGN ZONE A ZONE B ZONE D ZONE F P3 REVISION ISSUED FOR CONSTRUCTION P3 P3 P3 P3 YARD 280'x20': 5,600 SF UNDEVELOPED DATE 06/21/22 P4 0 NO. HEATED PARKING DRAWINGS WERE P5A PREPARED FOR: P5A P5A A C E F H J CANOPYM N P Q (2,160 SF) UNDEVELOPED P5A B D G K L CHARGING (NCCO PHASE 2) ONLY EV FUEL ISLAND CHARGING ONLY EMPLOYEE PARKING EV (NCCO PHASE 2) P3 P5 1 CHARGING (39 SPACES - 10'x20') ONLY EV P3 CHARGING P1 ONLY CETC/MDC BUILDINGS PLOTTED FULL SIZE EV CHARGING P5A THIS BOX WILL MEASURE ONLY EV 1" IN LENGTH 2 CHARGING ONLY EV P1 P1 P1 P1 P1 (3) COVERED LOADING DOCK CHARGING 6,667 SF (FLOOR) VEHICLE BAYS ONLY VAN EV 3 4 29,299 SF (CANOPY) VAN P1 ZONE G - FLAGPOLE LIGHT 5 VISITOR / DROP-IN PARKING (30 SPACES - 10'x20') P5 6 B5 OFFICE BUILDING WAREHOUSE B5 COMPACTOR COMPACTOR (19,039 SF) P1 (11,632 SF) 7 B5 8 B5 P4C 9 P1 P5 P1 SERVICE TRUCKS UNDEVELOPED P1 P1 EMPLOYEE PARKING (19) SPACES - 10'x20' SMALL FLEET SMALL FLEET P5 P4C P5 (13 SPACES 10'x20') P4C TRASH (7 SPACES 10'x20') P4D P4C SALVAGE RECYCLE P4D P4D ZONE C ZONE E NORTH COUNTY COMMUNITY OFFICE FINAL SITE DEVELOPMENT 17601 59TH AVE NE ARLINGTON, WA 98223 PROJECT: BUILDING IDENTIFIER: SITE SHEET TITLE: SITE LIGHTING CONTROL ZONE PLAN LEAD: DF SITE LIGHTING CONTROL ZONE PLAN 0' 10'20' 40' 80' 120' DRAFTER: CT 1 N DATE: 03/22/22 E1.02 SCALE: 1" = 40'-0" SHEET: SCALE: 1"= 40' E1.02 SHEET OF 9 FLAG NOTES: SHEET NOTES: 1. INSTALLATION OF SYSTEMS SHALL COMPLY WITH THE CURRENT NATIONAL 1 THE GENERAL CONTRACTOR SHALL EXTEND THE CONDUIT FROM THE ELECTRIC CODE, NATIONAL ELECTRIC SAFETY CODE, AND ALL LOCAL STUB UP LOCATION TO THE FINAL DESTINATION AS INDICATED IN THE SITE CODES. PLAN REFER TO CONDUIT SCHEDULE ON SHEET TS6.01. 2 CONDUIT SHALL BE INSTALLED 36" BELOW GRADE TO CLEAR RETAINING 2. COORDINATE PLACEMENT OF ALL VAULTS AND HANDHOLE WITH CIVIL AND WALL FOOTING. LANDSCAPING CONTRACTORS PRIOR TO ANY SITE WORK. CONFLICTS SHALL BE BROUGHT TO OWNER FOR RESOLUTION PRIOR TO 3 CONTRACTOR SHALL EXPOSE AND CONNECT TO EXISTING CONDUITS COMMENCEMENT OF SITE WORK. ROUTED FROM EXISTING VAULT F-51505. 3. UTILITY VAULT COVERS SHALL BE FLUSH WITH THE FINISHED GRADE. 4 SPOTTER RF MODEL C40D UNIT SHALL BE MOUNTED AT 20'-0" AFG. PROVIDE LABELING OF UTILITY VAULT COVER, CAST "COMMUNICATIONS" ON SECURITY CONTRACTOR SHALL PROVIDE ALL MOUNTING SUPPORTS AND THE TOP CENTER FOR LOW-VOLTAGE. ACCESSORIES TO SECURE SPOTTER UNIT PERMANENTLY TO LIGHT POLE. 4. PROVIDE SWABBING OF EACH CONDUIT TO WITH A MANDREL TO REMOVE ALL DEBRIS AND TO ENSURE THE INTEGRITY OF EACH CONDUIT. THE 5 PROVIDE (1) 2-INCH, 2 CELL INNERDUCT WITH COLOR BLACK SPINE. MANDREL SHALL BE 12" LONG AND SIZED APPROPRIATELY FOR EACH MANUFACTURER: MAXCELL: PART NO. MXE52222BKYYYY (YYYY = LENGTH CONDUIT. PROVIDE A WATERTIGHT SEAL FOR EACH CONDUIT INSIDE EACH IN FEET) MAN HOLE, HANDHOLE AND TELECOMMUNICATIONS ROOM DIRECTLY AFTER SWABBING IS COMPLETE. 6 PROVIDE (1) 4-INCH, 3 CELL INNERDUCT WITH COLOR BLACK SPINE. MANUFACTURER: MAXCELL: PART NO. MXE8638BKYYYY (YYYY = LENGTH 5. PROVIDE POLYESTER MULE TAPE WITH FOOT MARKINGS IN ALL CONDUITS, IN FEET) SECURE AT EACH END OF EACH CONDUIT/ UTILITY VAULT. MULE TAPE 7 SPOTTER RF MODEL CK10 UNIT SHALL BE MOUNTED AT 19'-0" AFG. SHALL HAVE A MINIMUM TENSILE STRENGTH OF 1250LBS FOR CONDUITS 2" SECURITY CONTRACTOR SHALL PROVIDE ALL MOUNTING SUPPORTS AND OR LESS AND 2500LBS FOR CONDUITS GREATER THAN 2". ACCESSORIES TO SECURE SPOTTER UNIT PERMANENTLY TO LIGHT POLE. 6. PROVIDE A WATERTIGHT SEAL FOR EACH CONDUIT INSIDE THE UTILITY VAULT AND WITHIN THE BUILDING AFTER BACKBONE/ DEMARC CABLING HAS 8 PROVIDE (1) 2" SCHEDULE 40 CONDUIT FROM PEDESTRIAN GATE TO THE BEEN INSTALLED. ACCESS HATCH NEAR THE DOOR NUMBER 103D IN THE LARGE CONFERENCE ROOM 103. 7. CHANGES IN DIRECTION OF CONDUIT, EXCEEDING A TOTAL OF 10 DEGREES, SHALL BE ACCOMPLISHED BY LONG SWEEP BENDS. THE MINIMUM INSIDE 9 SEE ENLARGED PLANS ON SHEET T2.04 FOR CONDUIT STUB-UP RADIUS OF LONG SWEEP CONDUIT BENDS SHALL BE LESS THAN 60" LOCATIONS. 8. CONTRACTOR SHALL LABEL ALL CONDUITS IN VAULTS WITH ENGRAVED 10 FIELD COORDINATE CONDUIT STUB-UP LOCATION. THREE LAYER LAMINATED PLASTIC NAME PLATES, BLACK WITH WHITE LETTERING, SECURED BY STAINLESS STEEL CABLE TIES. COORDINATE THE LABELING WITH THE OWNER. 11 COIL 500' OF FIRE ALARM AND TRUNK FIBER. COORDINATE WITH DISTRICT FOR TERMINATION IN MODULAR BUILDING. 9. CONTRACTOR SHALL PROVIDE A FIBER SERVICE LOOP AT BOTH ENDS BEFORE TERMINATING. COORDINATE WITH DISTRICT FOR TERMINATION. CAM 010 1 4/TS7.08 NWS NO. 2 TS5.01 SE-05 F34 REVISION ISSUE FOR CONSTRUCTION REVISIONS FOR RFI 35 CAM 6 011 4/TS7.08 NWS NO. 2 5 F62 6 SE-05 F72 CAM PTZ C24 003 6 C 1/TS7.01 CR CK5 C28 F40 F39 F38 F37 NWS NO. 1 ELEC RM 102 F47 F35 1 F103 F102 F30 F31 F32 F33 F58 CAM SP-RF TS7.03 F16 F17 F18 F19 002 004 2"C CAM 1/TS7.01 4/TS7.08 F61 F60 F63 C 004 C18 F101 ELEC RM 102 DATE 06/21/22 12/22/22 NWS NO. 2 F44 F43 F42 F41 NWS 1/TS7.01 NWS NO. 1 F64 F59 R F7 6 5 F107 CK5 CAM CAM C17 C F100 4 0 1 C22 C21 F36 008 005 C F65 YARD 280'x20': 5,600 SF PTZ SP-RF CAM 1/TS7.01 1/TS7.01 5 F28 C C16 C15 012 NO. 009 6 CAM 5 F29 NWS NO. 1 2/TS7.02 2 1/TS7.01 F52 F50 F49 F48 NWS NO. 2 006 UNDEVELOPED CK5R ELEC RM 102 NWS NO. 2 1/TS7.01 F51 F139 NWS NO. 2 F15 1 C F9 6 F1 C23 C F57 SP-RF NWS C20 013 C C19 C F114 6 1/TS7.09 NWS NO. 2 SP-RF F113 10 TBD 011 2/TS7.02 CAM C41 CHARGING 2 ONLY NWS NO. 1 001 EV F26 2/TS7.01 E3 E4 E5 CAM ELEC RM 102 HEATED TS7.03CHARGING 007 CANOPY F6 F5 F4 F3 11 1/TS7.01 DS ONLY C R EV NWS NO. 2 E6 E7 E8 EXISTING EMPLOYEE PARKING (NCCO PHASE 2) PARKING CK5 DS CHARGING 001 ONLY EV F53 F54 F55 F56 (39 SPACES - 10'x20') -/- (2,160 SF) ELEC RM 102 UNDEVELOPED CHARGING ONLY EV F46 F45 FUEL ISLAND CHARGING ONLY EV (NCCO PHASE 2) CR F104 CHARGING BUCKET DIGGER ONLY S EV S FOREMAN ELR J C CHARGING ONLY VAN CAM EV 8 F97 F11 F13 012 LOADING DOCK 5 F8 1/TS7.01 6 (3) COVERED F81 5 F10 NWS NO. 3 C C38 CETC/MDC BUILDINGS F66 C 6,667 SF (FLOOR) VEHICLE BAYS R VAN C CK5 C39 C C25 C PED. GATE F146F147F148F149F150F151F152F153 29,299 SF (CANOPY) C40 GATE 3 C32 VISITOR / DROP-IN PARKING (30 SPACES - 10'x20') C 3/TS7.04 COMM/FIBER 138 SP-RF C 010 F27 C 2/TS7.02 2 OFFICE BUILDING NWS NO. 1 6 PED. GATE C GATE 1 1 WAREHOUSE 3/TS7.04 (19,039 SF) ELEC RM 102 F150F151F152F153 F146F147F148F158 (11,632 SF) COMPACTOR COMPACTOR SP-RF CR 1 S F156F157 S 005 ELR 9 SPRINKLER/MECH J 1/TS7.09 COMM/FIBER 138 C TS5.02 ROOM 125 SP-RF F77 COMM/FIBER F149 009 2/TS7.02 C ROOM 138 F145 NWS NO. 4 5 F78 R F140 CK5 C 6 C F67 PED. GATE GATE 5 F106 F114 F144 3/TS7.04 CK5 ELEC. 110 SERVICE TRUCKS R 1 SJ F141F142F143 S CR ELR NWS NO. 3 F112 C37 F105 CAM 013 NWS F83 F82 1 UNDEVELOPED 3/TS7.02 3 6 F87 F92 F91 F90 F89 F100 NWS NO. 3 CAM 5 F68 F76 F105 014 TS7.03 3 NWS NO. 3 3/TS7.02 1 C27 F74 5 F86 F85 F84 6 F113 F104 6 CAM EMPLOYEE PARKING 015 CAM F70 F106 3/TS7.02 016 CAM C33 NWS NO. 3 PTZ 1/TS7.01 F75 5 018 (19) SPACES - 10'x20' F101F102F103 C NWS NO. 3 1/TS7.01 C COMM/FIBER 138 1 F22 C CAM C C30 TS5.03 021 C29 1 NWS NO. 4 1/TS7.08 F93 SMALL FLEET F110 SP-RF F73 F94 F95 008 F71 1/TS7.08 SMALL FLEETNWS NO. 4 RC 1 (13 SPACES 10'x20') CK5 F107 C F112 C26 CK5 SALVAGE RECYCLE TRASH (7 SPACES 10'x20') 5 F69 C31 R C34 C35 C PTZ F-51505 C NWS SP-RF 1 F2 F80 007 CAM C CAM F88 F111 5 R 3/TS7.08 020 CK5 TS5.02 017 F98 ELEC. 110 1/TS7.01 C36 3/TS7.08 CAM NWS NO. 4 NWS NO. 4 NWS NO. 3 019 F109F108 3/TS7.08 SP-RF ELEC. 110 006 4 3/TS7.08 NWS NO. 3 F96 TS7.03 NORTH COUNTY COMMUNITY OFFICE FINAL SITE DEVELOPMENT 17601 59TH AVE NE ARLINGTON, WA 98223 PROJECT: BUILDING IDENTIFIER: SITE SHEET TITLE: TELECOMMUNICATIONS / SECURITY SITE PLAN LEAD: SA TELECOMMUNICATIONS / SECURITY SITE PLAN 0' 10'20' 40' 80' 120' DRAFTER: NS 1 N DATE: 03/22/22 TS1.01 SCALE: 1" = 40'-0" SHEET: SCALE: 1"= 40' TS1.01 SHEET OF2 13 24"X24" STEEL HOUSING 24"X24" STEEL HOUSING MANUFACTURER: PEDESTAL CEO MANUFACTURER: PEDESTAL CEO MODEL NO. "MC-CS/SS-24-E" MODEL NO. "MC-CS/SS-24-E" STANDARD CARD READER STANDARD CARD READER INTERCOM STATION INTERCOM STATION KNOX MODEL NO.3501 KEY SWITCH PEDESTAL BOLLARD ( TYP) SEE SHEET E1.03 FOR PEDESTAL BOLLARD ( TYP) SEE SHEET E1.03 FOR MANUFACTURER: PEDESTAL CEO ADDITIONAL INFORMATION MANUFACTURER: PEDESTAL CEO ADDITIONAL INFORMATION MODEL NO. "72-9C-DSP" MODEL NO. "72-9C-DSP" 18"Ã˜ CONCRETE 18"Ã˜ CONCRETE 18"Ã˜ CONCRETE 18"Ã˜ CONCRETE FOOTING FOOTING FOOTING FOOTING BOLLARD ( TYP) SEE SHEET BOLLARD ( TYP) SEE SHEET E1.03 FOR ADDITIONAL E1.03 FOR ADDITIONAL INFORMATION INFORMATION 1'-0" 1'-0" 1'-0" 1'-0" PAVEMENT PAVEMENT EDGE EDGE 3" BELOW TOP VIEW 3" BELOW TOP VIEW FROST DEPTH FROST DEPTH REVISION ISSUE FOR CONSTRUCTION DETAIL - DUAL HEIGHT PEDESTAL - GATE EXIT DETAIL - DUAL HEIGHT PEDESTAL - GATE ENTRY 1 READERS AND INTERCOM (SECURED SIDE) 2 READERS, INTERCOM, AND KNOX BOX (UNSECURED SIDE) TS7.04 SCALE: NONE TS7.04 SCALE: NONE DATE 06/21/22 0 NO. SINGLE GANG WEATHERPROOF BOX WITH COVER PLATE SURFACE MOUNTED HORIZONTALLY TO GATE FRAME. PROVIDE UV RATED WATERPROOF SEALANT AROUND BACKBOX. ARMORED CABLING FROM THE SURFACE MOUNTED DOOR CONTACT SHALL BE SECURED TO THE SINGLE GANG BOX WITH 1/2" CLAMP TYPE BOX CONNECTOR. PROVIDE 3/4" GROMMETED OPENING AT 12" FROM THE OUTER EDGE OF THE GATE FRAME. THE OPENING SHALL BE CENTER VERTICALLY IN THE GATE FRAME. SURFACE MOUNTED DOOR CONTACT SECURED TO GATE FRAME. SINGLE GANG WEATHERPROOF BOX WITH COVER PLATE SURFACE MOUNTED TO GATE FRAME. PROVIDE UV RATED WATERPROOF ACCESS CONTROL CABLING SHALL BE CARD READER MOUNTED SEALANT AROUND BACKBOX. ROTED INSIDE THE GATE FRAME CAVITY. TO THE GATE POST PROVIDE 3/4" GROMMETED OPENING AT 48" PROVIDE 3/4" GROMMETED OPENING AFG TO CENTER OF THE GATE FRAME. AT 44" AFG TO CENTER OF THE GATE FRAME. PROVIDE DOOR LOOP TO ROUTE THE SECURITY CABLING FROM GATE FRAME TO ELECTRIFIED PANIC HARDWARE. PROVIDE 2" GROMMETED OPENING AT 8" AFG TO CENTER OF THE GATE FRAME. 4"X4" WEATHERPROOF BOX WITH COVER PLATE 44" AFG SURFACE MOUNTED TO GATE FRAME. PROVIDE UV RATED WATERPROOF SEALANT AROUND BACKBOX. 2" UNDERGROUND SCHEDULE 40 CONDUIT SECURE TO THE BOTTOM OF THE WEATHERPROOF BOX. ELEVATION - AA ELEVATION - BB NORTH COUNTY COMMUNITY OFFICE FINAL SITE DEVELOPMENT 17601 59TH AVE NE ARLINGTON, WA 98223 UNSECURE SIDE SECURE SIDE PROJECT: BUILDING IDENTIFIER: NOTES: SITE 1. SEE LANDSCAPE DRAWINGS SHEET L1.03 FOR GATE INSTALLATION DETAILS SHEET TITLE: TELECOMMUNICATIONS / SECURITY DETAILS LEAD: SA 3 DETAIL - DECORATIVE PEDESTRIAN GATE ROUGH-IN DRAFTER: NS TS7.04 SCALE: NONE DATE: 03/22/22 SHEET: TS7.04 SHEET OF11 13 Structural Calculation Package For Design of Anchorage and Head Connections For Steelcase Glass Everwall Walls @ Snohomish County PUD NCCO Office 17601 59th Ave. NE, - 1st Floor Arlington, WA 98223 Job #: 24-864 Date: July 16, 2024 Prepared for One Workplace Washington 1350 Coronado Avenue ï‚Ÿ Long Beach, California 90804 Phone: 310-530-3050 ï‚Ÿ Fax: 310-530-0184 ï‚Ÿ Web: www.critical-structures.com Project One Workplace - Snohomish County PUDDate 07/09/24 Project No. 24-864 Sheet No. 1 Subject Table of Contents and Introduction By DL Table of Contents Subject Sheet Cover Cover Table of Contents 1 Introduction (Scope) 1 Weights & Seismic Design Force 2 Anchorage and Head Connection Design 3 Glazing 6 Appendix A: Concrete Anchorage Designer 7 Codes 2018 International Building Code (IBC 2018) Introduction The Scope for this structural calculation submittal is structural design of the sill anchorage and head brace connections of the Steelcase Everwall solid and glass wall panels. Description of system: The Steelcase Everwall walls consist of prefabricated solid and/or glazed wall panels, sliding or swing doors, and metal tracks. The wall and tempered glazing span vertically to top, intermediate and bottom metal tracks, which span horizontally to vertical mullions. The bottom tracks nest over track pieces that are anchored to the concrete slab. The top tracks are kicker braced to floor above. Criteria IBC 1607.15: Interior partitions shall have adequate strength to resist the loads, not less than 5 psf IBC 1613.1, ASCE 7 Chapter 13 Seismic Design Requirements for Nonstructural Components Â© Critical Structures, Inc Project One Workplace - Snohomish County PUDDate 07/09/24 Project No. 24-864 Sheet No. 2 Subject Weights & Seismic Design Force By DL Weights Steel frame with Glass Wall Panels, 10mm or 6mm fully tempered glass Glass: 10 mm/25.4 * 13.2 psf/in 5.2 psf Frame: 1.8 psf 7.0 psf Seismic Design Force 0.4apSDSWp ïƒ¦ z ïƒ¶ Fp ï€½ ïƒ§1ï€« 2 ïƒ· (ASCE 7 Eqn 13.3-1) ïƒ¦ Rp ïƒ¶ ïƒ¨ h ïƒ¸ ïƒ§ ïƒ· ïƒ§ I ïƒ· ïƒ¨ p ïƒ¸ Address: 17601 59th Ave, NE, Arlington WA Site Class: D - Default SDS = 0.60 g (Structural General Notes) Ip = 1.50 (Risk Category IV) (ASCE 7 13.1.3, Table 1-1) (z/h) = 1 ap = 1.0 (Interior Nonstructural Partitions, and anchorages Rp = 2.5 considered as Other Rigid Components having Limited (ASCE 7 Table 13.5-1) â„¦o = 2.0 deformability elements and attachments) Fp = 0.43 Wp <-- Governs (ASCE 7 Eqn 13.3-1) Fp max = 1.6SDSIpWp = 1.44 Wp (ASCE 7 Eqn 13.3-2) Fp min = 0.3SDSIpWp = 0.27 Wp (ASCE 7 Eqn 13.3-3) Out-of-Plane Load to Wall: Fp,â„¦o = â„¦o * 0.43 * Wp =2 * 0.43 * 7psf = 6.05psf > 5.0 psf min. (Use for concrete anchorage only) Fp,ASD = 0.7 * 0.43 * Wp = 0.7 * 0.43 * 7psf = 2.12psf < 5.0 psf min. Â© Critical Structures, Inc Project One Workplace - Snohomish County PUDDate 07/09/24 Project No. 24-864 Sheet No. 3 Subject Anchorage By DL Anchorage of Bottom Track to Existing Concrete Slab (f'c = 2500 psi or better): Partition height, H = 10.00 ft Out-of-plane horizontal shear force, Vmax = 6 psf * (10 ft / 2) * 4ft = 121 lb Try: 1/4" Ï† Simpson Titen HD fastener with 1-5/8" emdebment at 4'- 0" o.c. max, qualified per ICC-ES ESR-2713 See Concrete Design Software Output for design Fastener Design into Cold-Formed Steel Soffit Framing: Try: #10-16 x 1-1/2" ITW Buildex TEKS Self-Drilling Screws at 24" o.c. Out-of-plane horizontal shear force, Vmax = 5 psf * (10 ft / 2) * 2 ft = 50 lb Assumed fastened into 20-gage minimum (0.036 mil) structural framing Vallow = 143 lbs > Vmax OK (ESR-1976, Table 4) Use (2) #10-16 x 1-1/2" ITW Buildex TEKS Self-Drilling Screws at 24" o.c., qualified per ICC- ES ESR 1976 Â© Critical Structures, Inc Project One Workplace - Snohomish County PUDDate 07/09/24 Project No. 24-864 Sheet No. 4 Subject Anchorage By DL Bracing of Top Track piece: Try: 1-1/4" x 2-1/2" x 20 Ga. (250S125-33) metal stud braces at 4'-0 " o.c., alternating braces at Î¸ = 37 -degree angle Floor-to-floor height = 14.00 ft Partition height, H = 10.00 ft L = (14' - 10') / sinÎ¸ = 6.65 ft = 79.8 in Pmax = Tmax = (5.0 psf * (10 ft / 2) * 4 ft)/ cosÎ¸ = 125 lbs Compression Capacity on brace: unbraced length Lx = Ly KLx/rx = 79 KL/r <200, OK Governing radius of gyration, r, = ry KLy/ry = 185 KL/r <200, OK Compression Capacity: Fe =(Ï€^2 * E)/(kL/r)^2 =(Ï€^2*29,500 ksi)/(79.8 in / 0.4313 in)^2 = 8.5 ksi Î»c = âˆš(Fy / Fe) = âˆš(33 ksi / 8.5 ksi = 1.97 (AISI S100-16 Eq. E2-4) for Î»c > 1.5 Fn = 0.877/Î»c2 * Fy = 0.877/(1.97^2) *33 ksi = 7.46 ksi (AISI S100-16 Eq. E2-3) Pn / Î©c = Ae * Fn / Î©c = 0.1756 in2 * 7.46 ksi / 1.80 = 0.73 kips > Pmax (AISI S100-16 Eq. E2-1) Per AISI Design Manual, Pn / Î©c = 611 lbs considering local and distortional buckling strengths Pn / Î©c = 611 lbs > Pmax, OK Tension Capacity: Tn / Î©t = Ag * Fy / Î©t = 0.1756 in^2 * 33 ksi / 1.67 = 3.47 kips = 3470 lbs > Tmax (AISI S100-16 Eq. D2-1) Fastener Design into Cold-Formed Steel Braces: Try: (2) 10-16x1/2" ITW Buildex TEKS Self-Drilling Screws at each brace, qualified per ICC-ES ESR 1976 V = 100 lbs Vallow = 143 lbs * 2 fasteners = 286 lbs > Pmax OK (ESR-1976, Table 4) T = 75 lbs Tallow = 73 lbs * 2 fasteners = 146 lbs > Pmax OK (ESR-1976, Table 2) Fastener Design into Concrete Slab Above: Try: 1/4" Ï† Simpson Titen HD fastener with 1-5/8" min. emdebment at each brace, qualified per ICC-ES ESR-2713 V = 121 lbs (including Î©o) T = 91 lbs (including Î©o) See Concrete Design Software Output for design Â© Critical Structures, Inc Project One Workplace - Snohomish County PUDDate 07/09/24 Project No. 24-864 Sheet No. 5 Subject Anchorage By DL Bracing of Top Track piece: Try: 1-1/4" x 2-1/2" x 20 Ga. (250S125-33) metal stud braces at 4'-0 " o.c., alternating braces at Î¸ = 58 -degree angle Floor-to-floor height = 14.00 ft Partition height, H = 10.00 ft L = (14' - 10') / sinÎ¸ = 4.72 ft = 56.6 in Pmax = Tmax = (5.0 psf * (10 ft / 2) * 4 ft)/ cosÎ¸ = 189 lbs Compression Capacity on brace: unbraced length Lx = Ly KLx/rx = 56 KL/r <200, OK Governing radius of gyration, r, = ry KLy/ry = 131 KL/r <200, OK Compression Capacity: Fe =(Ï€^2 * E)/(kL/r)^2 =(Ï€^2*29,500 ksi)/(56.6 in / 0.4313 in)^2 = 16.9 ksi Î»c = âˆš(Fy / Fe) = âˆš(33 ksi / 16.9 ksi = 1.40 (AISI S100-16 Eq. E2-4) for Î»c < 1.5 Fn = (0.658^Î»c2^2) = (0.658^1.4^2) = 14.83 ksi (AISI S100-16 Eq. E2-2) Pn / Î©c = Ae * Fn / Î©c = 0.1756 in2 * 14.83 ksi / 1.80 = 1.45 kips > Pmax (AISI S100-16 Eq. E2-1) Per AISI Design Manual, Pn / Î©c = 611 lbs considering local and distortional buckling strengths Pn / Î©c = 611 lbs > Pmax, OK Tension Capacity: Tn / Î©t = Ag * Fy / Î©t = 0.1756 in^2 * 33 ksi / 1.67 = 3.47 kips =3470 lbs > Tmax (AISI S100-16 Eq. D2-1) Fastener Design into Cold-Formed Steel Braces: Try: (2) 10-16x1/2" ITW Buildex TEKS Self-Drilling Screws at each brace, qualified per ICC-ES ESR 1976 V = 100 lbs Vallow = 143 lbs * 2 fasteners = 286 lbs > Pmax OK (ESR-1976, Table 4) T = 160 lbs Tallow = 73 lbs * 2 fasteners = 146 lbs > Pmax OK (ESR-1976, Table 2) Fastener Design into Concrete Slab Above: Try: 1/4" Ï† Simpson Titen HD fastener with 1-5/8" min. emdebment at each brace, qualified per ICC-ES ESR-2713 V = 121 lbs (including Î©o) T = 193 lbs (including Î©o) See Concrete Design Software Output for design Â© Critical Structures, Inc Project One Workplace - Snohomish County PUDDate 6/20/2024 Project No. 24-864 Sheet No. 6 Subject Glazing By DL Glazing Design: Glazing design per ASTM E 1300 Glazing Schedule: GL1: 3/8" Clear Tempered Glass Elevation Type D Glazing Type: GL1 Glass Type Fully Tempered Length of Long Edge = 118.86 in Length of Short Edge = 42 in Wind Demand = 5 psf Assuming Equivalent Load Share LS1 = 1 Per ASTM 1300, Table 1 GTF = 4 Per ASTM 1300, Figure A1.8 (upper chart) NFL1 = 57.48 psf For Short Duration Loading: LR1 = NFL1 * GTF1 * LS1 = 229.9 psf > 5 psf OK Â© Critical Structures, Inc Project One Workplace - Snohomish County PUDDate 07/09/24 Project No. 24-864 Sheet No. 7 Subject Appendix By DL Appendix A : Concrete Anchorage Designer Â© Critical Structures, Inc Company: Critical Structures, Inc Date: 7/5/2024 Anchor Designerâ„¢ Engineer: DL Page: 1/5 8 Software Project: 24-864 One Workplace Snohomish PUD NCCO Steelcas Version 3.1.2303.1 Address: Phone: E-mail: 1.Project information Customer company: Project description: Bottom Track Anchorage Customer contact name: Location: Customer e-mail: Fastening description: Comment: 2. Input Data & Anchor Parameters General Base Material Design method:ACI 318-19 Concrete: All-lightweight Units: Imperial units Concrete thickness, h (inch): 4.00 State: Cracked Anchor Information: Compressive strength, fâ€™c (psi): 2500 Anchor type: Concrete screw Î¨c,V: 1.0 Material: Carbon Steel Reinforcement condition: Supplementary reinforcement not present Diameter (inch): 0.250 Supplemental edge reinforcement: Not applicable Nominal Embedment depth (inch): 1.625 Reinforcement provided at corners: No Effective Embedment depth, hef (inch): 1.190 Ignore concrete breakout in tension: No Code report: ICC-ES ESR-2713 Ignore concrete breakout in shear: No Anchor category: 1 Ignore 6do requirement: Not applicable Anchor ductility: No Build-up grout pad: No hmin (inch): 3.25 cac (inch): 3.00 Cmin (inch): 1.50 Smin (inch): 1.50 Recommended Anchor Anchor Name: Titen HDÂ® - 1/4"Ã˜ Titen HD, hnom:1.625" (41mm) Code Report: ICC-ES ESR-2713 Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong-Tie Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com Company: Critical Structures, Inc Date: 7/5/2024 Anchor Designerâ„¢ Engineer: DL Page: 2/5 9 Software Project: 24-864 One Workplace Snohomish PUD NCCO Steelcas Version 3.1.2303.1 Address: Phone: E-mail: Load and Geometry Load factor source: ACI 318 Section 5.3 Load combination: not set Seismic design: Yes Anchors subjected to sustained tension: Not applicable Ductility section for tension: 17.10.5.2 not applicable Ductility section for shear: 17.10.6.2 not applicable Î©0 factor: not set Apply entire shear load at front row: No Anchors only resisting wind and/or seismic loads: No Strength level loads: Nua [lb]: 0 Vuax [lb]: 0 Vuay [lb]: 121 <Figure 1> Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong-Tie Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com Company: Critical Structures, Inc Date: 7/5/2024 Anchor Designerâ„¢ Engineer: DL Page: 3/5 10 Software Project: 24-864 One Workplace Snohomish PUD NCCO Steelcas Version 3.1.2303.1 Address: Phone: E-mail: <Figure 2> Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong-Tie Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com Company: Critical Structures, Inc Date: 7/5/2024 Anchor Designerâ„¢ Engineer: DL Page: 4/5 11 Software Project: 24-864 One Workplace Snohomish PUD NCCO Steelcas Version 3.1.2303.1 Address: Phone: E-mail: 3. Resulting Anchor Forces Anchor Tension load, Shear load x, Shear load y, Shear load combined, Nua (lb) Vuax (lb) Vuay (lb) âˆš(Vuax)Â²+(Vuay)Â² (lb) 1 0.0 0.0 121.0 121.0 Sum 0.0 0.0 121.0 121.0 Maximum concrete compression strain (â€°): 0.00 Maximum concrete compression stress (psi): 0 Resultant tension force (lb): 0 Resultant compression force (lb): 0 Eccentricity of resultant tension forces in x-axis, e'Nx (inch): 0.00 Eccentricity of resultant tension forces in y-axis, e'Ny (inch): 0.00 Eccentricity of resultant shear forces in x-axis, e'Vx (inch): 0.00 Eccentricity of resultant shear forces in y-axis, e'Vy (inch): 0.00 8. Steel Strength of Anchor in Shear (Sec. 17.7.1) Vsa (lb) grout grout Vsa (lb) 1695 1.0 0.60 1017 9. Concrete Breakout Strength of Anchor in Shear (Sec. 17.7.2) Shear perpendicular to edge in y-direction: V 0.2 1.5 1.5 by = min|7(le/ da) da a fâ€™cca1 ; 9 a fâ€™cca1 | (Eq. 17.7.2.2.1a & Eq. 17.7.2.2.1b) le (in) da (in) a fâ€™c (psi) ca1 (in) Vby (lb) 1.19 0.250 0.60 2500 2.25 484 Vcby = (AVc/ AVco) ed,V c,V h,VVby (Sec. 17.5.1.2 & Eq. 17.7.2.1a) A 2 2 Vc (in ) AVco (in ) ed,V c,V h,V Vby (lb) Vcby (lb) 22.78 22.78 1.000 1.000 1.000 484 0.70 339 10. Concrete Pryout Strength of Anchor in Shear (Sec. 17.7.3) Vcp = kcpNcb = kcp(ANc/ ANco) ed,N c,N cp,NNb(Sec. 17.5.1.2 & Eq. 17.7.3.1a) k 2 2 cp ANc (in ) ANco (in ) ed,N c,N cp,N Nb (lb) Vcp (lb) 1.0 12.74 12.74 1.000 1.000 1.000 662 0.70 463 11. Results Interaction of Tensile and Shear Forces (Sec. 17.8) Shear Factored Load, Vua (lb) Design Strength, Ã¸Vn (lb) Ratio Status Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong-Tie Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com Company: Critical Structures, Inc Date: 7/5/2024 Anchor Designerâ„¢ Engineer: DL Page: 5/5 12 Software Project: 24-864 One Workplace Snohomish PUD NCCO Steelcas Version 3.1.2303.1 Address: Phone: E-mail: Steel 121 1017 0.12 Pass T Concrete breakout y+ 121 339 0.36 Pass (Governs) Pryout 121 463 0.26 Pass 1/4"Ã˜ Titen HD, hnom:1.625" (41mm) meets the selected design criteria. 12. Warnings - Per designer input, the tensile component of the strength-level earthquake force applied to anchors does not exceed 20 percent of the total factored anchor tensile force associated with the same load combination. Therefore the ductility requirements of ACI 318 17.10.5.2 for tension need not be satisfied â€“ designer to verify. - Per designer input, the shear component of the strength-level earthquake force applied to anchors does not exceed 20 percent of the total factored anchor shear force associated with the same load combination. Therefore the ductility requirements of ACI 318 17.10.6.2 for shear need not be satisfied â€“ designer to verify. - Designer must exercise own judgement to determine if this design is suitable. - Refer to manufacturerâ€™s product literature for hole cleaning and installation instructions. Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong-Tie Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com Company: Critical Structures, Inc Date: 7/5/2024 Anchor Designerâ„¢ Engineer: DL Page: 1/5 13 Software Project: 24-864 One Workplace Snohomish PUD NCCO Steelcas Version 3.1.2303.1 Address: Phone: E-mail: 1.Project information Customer company: Project description: Brace to Concrete Over Metal Deck Customer contact name: Location: Customer e-mail: Fastening description: Comment: 2. Input Data & Anchor Parameters General Base Material Design method:ACI 318-19 Concrete: Lower flute, Soffit of sand-lightweight Units: Imperial units concrete over metal deck(1-3/4" flute width) State: Cracked Anchor Information: Compressive strength, fâ€™c (psi): 3000 Anchor type: Concrete screw Î¨c,V: 1.0 Material: Carbon Steel Reinforcement condition: Supplementary reinforcement not present Diameter (inch): 0.250 Supplemental edge reinforcement: Not applicable Nominal Embedment depth (inch): 1.625 Anchor installed offset: No Effective Embedment depth, hef (inch): 1.190 Code report: ICC-ES ESR-2713 Anchor category: 1 Anchor ductility: No hmin: See Figure 1 Cmin (inch): 2.38 Smin (inch): 3.57 Recommended Anchor Anchor Name: Titen HDÂ® - 1/4"Ã˜ Titen HD, hnom:1.625" (41mm) Code Report: ICC-ES ESR-2713 Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong-Tie Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com Company: Critical Structures, Inc Date: 7/5/2024 Anchor Designerâ„¢ Engineer: DL Page: 2/5 14 Software Project: 24-864 One Workplace Snohomish PUD NCCO Steelcas Version 3.1.2303.1 Address: Phone: E-mail: Load and Geometry Load factor source: ACI 318 Section 5.3 Load combination: not set Seismic design: Yes Ductility section for tension: 17.10.5.2 not applicable Ductility section for shear: 17.10.6.2 not applicable Î©0 factor: not set Strength level loads: Nua [lb]: 193 Vuax [lb]: 0 Vuay [lb]: 121 Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong-Tie Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com Company: Critical Structures, Inc Date: 7/5/2024 Anchor Designerâ„¢ Engineer: DL Page: 3/5 15 Software Project: 24-864 One Workplace Snohomish PUD NCCO Steelcas Version 3.1.2303.1 Address: Phone: E-mail: <Figure 1> 1 = Min. 3/4â€ (19 mm) 2 = Min. 3 1/4â€ (83 mm) 3 = Min. 1 1/2â€ (38 mm) 4 = Min. 20 gauge (0.889 mm) profile metal deck 5 = Anchor 6 = Max 1/4â€ (6 mm) offset 7 = Lower flute (ridge) Min. 1 3/4" width 8 = Upper flute (valley) Min. 3 1/2" width Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong-Tie Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com Company: Critical Structures, Inc Date: 7/5/2024 Anchor Designerâ„¢ Engineer: DL Page: 4/5 16 Software Project: 24-864 One Workplace Snohomish PUD NCCO Steelcas Version 3.1.2303.1 Address: Phone: E-mail: 3. Resulting Anchor Forces Anchor Tension load, Shear load x, Shear load y, Shear load combined, Nua (lb) Vuax (lb) Vuay (lb) âˆš(Vuax)Â²+(Vuay)Â² (lb) 1 193.0 0.0 121.0 121.0 Sum 193.0 0.0 121.0 121.0 Maximum concrete compression strain (â€°): 0.00 Maximum concrete compression stress (psi): 0 Resultant tension force (lb): 0 Resultant compression force (lb): 0 Eccentricity of resultant tension forces in x-axis, e'Nx (inch): 0.00 Eccentricity of resultant tension forces in y-axis, e'Ny (inch): 0.00 Eccentricity of resultant shear forces in x-axis, e'Vx (inch): 0.00 Eccentricity of resultant shear forces in y-axis, e'Vy (inch): 0.00 4. Steel Strength of Anchor in Tension (Sec. 17.6.1) Nsa (lb) Nsa (lb) 5195 0.65 3377 6. Pullout Strength of Anchor in Tension (Sec. 17.6.3) 0.75 N n pn = 0.75 c,P aNp(fâ€™c/ 3,000) (Sec. 17.5.1.2, Eq. 17.6.3.1 & Code Report) c,P a Np (lb) fâ€™c (psi) n 0.75 Npn (lb) 1.0 1.00 420 3000 0.50 0.65 205 Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong-Tie Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com Company: Critical Structures, Inc Date: 7/5/2024 Anchor Designerâ„¢ Engineer: DL Page: 5/5 17 Software Project: 24-864 One Workplace Snohomish PUD NCCO Steelcas Version 3.1.2303.1 Address: Phone: E-mail: 8. Steel Strength of Anchor in Shear (Sec. 17.7.1) Vsa (lb) grout grout Vsa (lb) 870 1.0 0.60 522 11. Results Interaction of Tensile and Shear Forces (Sec. 17.8) Tension Factored Load, Nua (lb) Design Strength, Ã¸Nn (lb) Ratio Status Steel 193 3377 0.06 Pass Pullout 193 205 0.94 Pass (Governs) Shear Factored Load, Vua (lb) Design Strength, Ã¸Vn (lb) Ratio Status Steel 121 522 0.23 Pass (Governs) Interaction check Nua/ Nn Vua/ Vn Combined Ratio Permissible Status Sec. 17.8.3 0.94 0.23 117.4% 1.2 Pass 1/4"Ã˜ Titen HD, hnom:1.625" (41mm) meets the selected design criteria. 12. Warnings - Determination of concrete breakout strengths in tension and shear, side-face-blowout strength, and pryout strength is not required for anchors installed in the soffit of concrete over metal deck. Refer to ICC-ES ESR code report. - Per designer input, the tensile component of the strength-level earthquake force applied to anchors does not exceed 20 percent of the total factored anchor tensile force associated with the same load combination. Therefore the ductility requirements of ACI 318 17.10.5.2 for tension need not be satisfied â€“ designer to verify. - Per designer input, the shear component of the strength-level earthquake force applied to anchors does not exceed 20 percent of the total factored anchor shear force associated with the same load combination. Therefore the ductility requirements of ACI 318 17.10.6.2 for shear need not be satisfied â€“ designer to verify. - Designer must exercise own judgement to determine if this design is suitable. - Refer to manufacturerâ€™s product literature for hole cleaning and installation instructions. Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong-Tie Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com STRUCTURAL CALCULATIONS PREPARED FOR: PCI PROJECT: SNOHOMISH COUNTY PUD NORTH COUNTY COMMUNITY OFFICE LEVEL 1 â€“ FRONT LINE CUSTOMER SERVICE RAISED ACCESS FLOOR LOCATION: Arlington, WA AHSE PROJECT # 24029 DATE: 6/26/2024 TABLE OF CONTENTS PAGE NUMBER COVER & TABLE OF CONTENTS 1 PROJECT INFORMATION 2 â€“ 4 REFERENCES 5 â€“ 9 CALCULATIONS 10 â€“ 17 NOTES: Aaron Heath Structural Engineering was retained in a limited capacity for this project and is responsible only for the items described in these documents. Page 1 of 17 PROJECT INFORMATION: Name: Snohomish County PUD North County Community Office Level 1 Front Line Customer Service RAISED ACCESS FLOOR Location: 17601 59th Ave. NE Arlington, WA 98223 Code: 2021 International Building Code (IBC) ASCE 7-16 ICC-ES AC300 â€œAcceptance Criteria for Access Floorsâ€ CISCA â€œRecommended Test Procedure for Access Floorsâ€ Scope: This project is the structural design of a new access floor system with a finish floor height of 6 inches. Loads: Dead Load = 12 psf (10 psf bare access floor system + 2 psf flooring) Live Load = 100 psf or single 2,000 lb. point load over 2.5â€™x2.5â€™ area, whichever controls (not used for seismic) Partition Load = 10 psf Storage Load = none Equipment Load = none Seismic: Site Class: Default Risk Category IV Seismic Design Category:D Sds = 0.843g Ip = 1.5 ap = 1.0 Rp = 1.5 z/h = 0.0 (Ground Level) Floor: Tate Pedestals and Panels CC1250 panels w/ Cornerlock system Type-1A pedestals Pedestals attached to the concrete slab with Seal Bond 95 Adhesive FFH = 6â€ AH AARON HEATH STRUCTURAL ENGINEERING aaron@aaronheathSE.com (503) 442-8672 SE AaronHeathSE.com Page 2 of 17 ASCE Hazards Report Address: Standard: ASCE/SEI 7-16 Latitude: 48.156038 17601 59th Ave NE Risk Category: IV Longitude: -122.150867 Arlington, Washington Soil Class: D - Default (see Elevation: 132.17965246137604 ft 98223 Section 11.4.3) (NAVD 88) https://ascehazardtool.org/ Page 1 of 3 Wed Jun 26 2024 Page 3 of 17 Seismic Site Soil Class: D - Default (see Section 11.4.3) Results: SS : 1.054 SD1 : N/A S1 : 0.376 TL : 6 Fa : 1.2 PGA : 0.447 Fv : N/A PGA M : 0.536 SMS : 1.265 FPGA : 1.2 SM1 : N/A Ie : 1.5 SDS : 0.843 Cv : 1.311 Ground motion hazard analysis may be required. See ASCE/SEI 7-16 Section 11.4.8. Data Accessed: Wed Jun 26 2024 Date Source: USGS Seismic Design Maps https://ascehazardtool.org/ Page 2 of 3 Wed Jun 26 2024 Page 4 of 17 Page 5 of 17 Â® PosiLock/Cornerlock Understructure for ConCore and All Steel Access Floor Panels-24". Type 1A Pedestal. PEDESTAL SPECIFICATIONS 2 1 Pedestal Assembly Assembly up to 24" FFH shall provide an 6,000 lb. axial load without permanent deformation. Assembly shall provide a 2" total adjustment with a minimum finished floor height of 6". Standard finished floor heights of 5" to 24". For 3 lower finished floor heights and seismic concerns, refer to low FFH and seismic submittal details. Overturning moment of 1,000 in./lbs. when Tate LEGEND recommended pedestal adhesive is utilized on a clean 1. Access floor panel unsealed concrete slab. Pedestal Head 2. 1/4" - 20 X 1.048" .114" thick die formed galvanized steel pedestal head screw projection welded to a threaded rod with adjustment nut. 3. .114" thick die formed galv. steel head Pedestal head shall have tapped holes for engagement 4 of PosiLock screws and shall incorporate alignment 4. Steel stud guides and locating points to laterally contain and 3/4" - 10 UNC positively position the floor panel with or without the use of screws. 5 5. Nut with vibration PosiLock fastener shall be self capturing 1/4" - 20 proof locking device flat-head machine screw. Solid steel stud shall be 3/4" - 10 UNC. 6. Type 1A base with 6 7/8" sq. x 17 ga. wall Corrosion resistant nut shall be 3/4" - 10 UNC and shall galv. tubing include an anti-rotation feature when engaged onto the base assembly. 8 7. .083" thick die formed Stud shall provide an anti-rotation feature when 7 embossed galv. steel base engaged with the pedestal base assembly. (6" FFH or higher) 8. Resistance Weld Pedestal Base Base to be at least 16" square and galvanized steel. Pedestal tube shall be 7/8" square x 17 ga. wall galvanized tubing. Perimeter Perimeter pedestal assembly with hat channel shall provide support for panels around columns, at walls, curbs and fascia. Pedestal base at perimeter shall be 1" shorter than base in field area. Panel (field cut as necessary) Perimeter head assembly Perimeter pedestal (1" shorter than field pedestal) Field pedestal Tate Access Floors, Inc. Â© 2009 Tate Access Floors, Inc. 7510 Montevideo Road Rev 6/29/22 Jessup, MD 20794 ECN 15129 Page 6 of 17 Tel (410) 799-4200 Fax (410) 799-4207 14851 Michael Lane, Spring Lake, MI 49456 USA (ph) 800.252.4144 (fx) 616.850.0530 www.Seal.Bond.com SEAL BONDâ„¢ 95 ACCESS FLOORING PEDESTAL ADHESIVE Description SB-95 was designed as a one-component multi-purpose adhesive for interior applications or applications not subject to UV light. SB-95 is used extensively for pedestal attachment (galvanized steel to concrete) in the Access Flooring Market. This high performance adhesive provides superior adhesion and flexibility for seismic zones. Load calculations using SB-95 may provide one or all of the following cost saving options; the ability to use smaller pedestal bases, avoid the use of mechanical fasteners, the application of less adhesive. Overturning moment test values using the SB-95 and a variety of Epoxy Coating and Concrete Sealers now available from Seal Bond have been performed by an independent test lab. Please consider the excellent performance of MA-200 Epoxy Coating, MA-279 Concrete Densifier/Dust Reducer and other concrete sealing products now available from Seal Bond. Field tests by contractors are recommended for the verification of adhesive and coating results at specific job sites. Features and Benefits Physical Properties â€¢ Basic Material: Proprietary Polymer â€¢ Solvent and isocyanate free, 100% solids â€¢ Consistency: Paste â€¢ Non-silicone â€¢ Color: Natural â€¢ VOCâ€™s: 17 g/L â€¢ Extremely low shrinkage â€¢ Type: Elastomeric â€¢ Fast curing â€“ typically 7-14 days â€¢ Solvent: 0% â€¢ Permanently elastic in a broad temperature â€¢ Isocyanate: 0% â€¢ Low odor â€¢ Specific Gravity: 1.6 â€¢ Primer-less adhesion to most surfaces â€¢ Shelf Life:10 months in unopened containers stored between 60Âº â€¢ Non-flammable and 80Âº F. Approximate Performance Properties Shear Strength 200 psi ( 7 day ambient cure) ASTM D-1002 Tensile Strength 160 psi (7 day ambient cure) ASTM D-412 Elongation at Break 175% (7 day ambient cure) ASTM D-412 Hardness Shore A 45 (14 day ambient cure) ASTM C-661 Slump (Sag) Zero Slump ASTM C-639 Flame Spread/Smoke 0 Flame/ 0 Smoke ASTM E-84-00A Stain Testing No staining Low Temperature Flex -20Âº ASTM C-711 Service Temperature -40ÂºF to 200Âº F, temporarily resistant to 390ÂºF Seal BondÂ® 95 Page 1 of 1 Revised: 3/14/16 KSB Page 7 of 17 Page 8 of 17 4"x4" base to test adhesive Notes regarding test results: Adhesive coverage of the base plates was 100% . In addition, the test was conducted under the following environmental conditions. Field overturning moment test results may vary under different conditions. 1. The temperature and humidity of the environment during adhesive application and curing was 65-75o and 65% RH. 2. The surface temperature of the concrete floor was 57-67o. 3. The concrete floor was smooth, clean, dry and completely cured. Page 9 of 17 AH AARON HEATH STRUCTURAL ENGINEERING aaron@aaronheathSE.com (503) 442-8672 SE AaronHeathSE.com Page 10 of 17 Access Floor Pedestal Seismic Overturning Analysis Based on: 2021 International Building Code * ASCE 7-16 * ICC-ES AC300 Acceptance Criteria for Access Floors Loads psf Seismic Coefficients Dead Load = 12 Sds = 0.843 g Partition (seismic) = 10 ap = 1.0 Partition (gravity) = 0 Rp = 1.5 Live Load = 100 (Not used for seismic) Ip = 1.5 Attached Equipment = 0 (100% used for seismic) z/h = 0 Unattached Equipment = 0 (25% used for seismic) Pedestal Information Seismic Loads (ASCE 7-16 13.3.1) Finished Floor Height 6 in Fp = 0.34 *Wp ;(0.4)Sds*ap/(Rp/Ip)*(1+2*(z/h)) Tributary Area = 4 ft2 Fp(min) = 0.38 *Wp ;(0.3)Sds*Ip B = 0.875 in Fp(max) = 2.02 *Wp ;(1.6)Sds*Ip For tube or base weld failure mode use tube width as "B" for Fp(design) = 0.38 *Wp adhesive failure use the base plate width. 0.7 Fp = 0.27 *Wp (ASD) Wp = 88 lbs 0.7 Fp = 23 lbs (ASD) Overturning Moment Resisting Moment (ASCE 7-16 13.5.7.1) Mot = 140 in-lbs W = 88 lbs (axial load) Case 1: Loaded orthoganal to base plate Net Pedestal Overturning Moment e = 0.2188 in (B/4) Mnet = 121 ; Mot - Mres Mres = 19.25 in-lbs ; e * W Case 2: Loaded diagonal to base plate e = 0.3094 in ; (B/4)(âˆš2) Mres = 27.224 in-lbs ; e * W Lateral Load Capacity Test on Pedestal (AC300 3.4.2.4 and 4.2) Tate Type-1A w/ Seal Bond 95 Adhesive M (tested) = 1,150 in-lbs Factor of Safety = 3 M (allowable) = 383 in-lbs > Mnet = 121 in-lbs OK Lateral Load Capacity Test on Adhesive (AC300 3.4.2.4 and 4.2.1) 4"x4" base w/ Seal Bond 95 Adhesive M (tested) = 2,494 in-lbs Factor of Safety = 5 M (allowable) = 499 in-lbs > Mnet = 121 in-lbs OK Page 11 of 17 SK-1 Jun 26, 2024 RAF Pedestal.r3d Page 12 of 17 SK-2 Jun 26, 2024 RAF Pedestal.r3d Page 13 of 17 SK-3 Jun 26, 2024 RAF Pedestal.r3d Page 14 of 17 Detail Report:M1 Unity Check:0.29 (axial/bending) Load Combination:LC 1: D + L y y Input Data: x Shape: Tate Type-1 (7/8"x7/8"x0.053") I Node: N1 Member Type: Column J Node: N2 z z Length (in): 6 I Release: Fixed Material Type: Hot Rolled Steel J Release: Fixed Design Rule: Typical I Offset (in): N/A Number of Internal Sections: 97 J Offset (in): N/A Diagrams: y Deflection (in) z Deflection (in) 993 at 0 in Axial Force (lbs) y Shear Force (lbs) z Shear Force (lbs) Torsion (lb-in) z-z Moment (lb-in) y-y Moment (lb-in) 5.698 at 0 in Axial Stress (ksi) Bending Compression Stress (ksi) Bending Tension Stress (ksi) AISC 14th (360-10): ASD Code Check Limit State Required Available Unity Check Result Applied Loading - Bending/Axial Applied Loading - Shear + Torsion - - - - Axial Tension Analysis 0.000 lb 3477.976 lb - - Axial Compression Analysis 993 lb 3424.426 lb - - Flexural Analysis (Strong Axis) 0.000 lb-in 1073.565 lb-in - - Flexural Analysis (Weak Axis) 0.000 lb-in 1073.565 lb-in - - Shear Analysis (Major Axis y) 0.000 lb 908.843 lb 0.000 Pass Shear Analysis (Minor Axis z) 0.000 lb 908.843 lb 0.000 Pass Bending & Axial Interaction Check (UC Bending Max) - - 0.29 Pass Torsional Analysis 0.000 lb-in 850.782 lb-in 0.000 Pass RISA-3D Version 19 [ RAF Pedestal.r3d ] Page 1 Page 15 of 17 Detail Report:M2 Unity Check:0.136 (axial/bending) Load Combination:LC 2: D + 0.7E y y Input Data: x Shape: Tate Type-1 (7/8"x7/8"x0.053") I Node: N3 Member Type: Column J Node: N4 z z Length (in): 6 I Release: Fixed Material Type: Hot Rolled Steel J Release: Fixed Design Rule: Typical I Offset (in): N/A Number of Internal Sections: 97 J Offset (in): N/A Diagrams: -0.003 at 6 in y Deflection (in) z Deflection (in) 48 at 0 in 23.039 at 0 in Axial Force (lbs) y Shear Force (lbs) z Shear Force (lbs) 138.234 at 0 in 0 at 6 in Torsion (lb-in) z-z Moment (lb-in) y-y Moment (lb-in) 0.275 at 0 in 3.069 at 0 in 0 at 6 in 0 at 6 in -3.069 at 0 in Axial Stress (ksi) Bending Compression Stress (ksi) Bending Tension Stress (ksi) AISC 14th (360-10): ASD Code Check Limit State Required Available Unity Check Result Applied Loading - Bending/Axial Applied Loading - Shear + Torsion - - - - Axial Tension Analysis 0.000 lb 3477.976 lb - - Axial Compression Analysis 48 lb 3288.513 lb - - Flexural Analysis (Strong Axis) 138.234 lb-in 1073.565 lb-in - - Flexural Analysis (Weak Axis) 0.000 lb-in 1073.565 lb-in - - Shear Analysis (Major Axis y) 23.039 lb 908.843 lb 0.025 Pass Shear Analysis (Minor Axis z) 0.000 lb 908.843 lb 0.000 Pass Bending & Axial Interaction Check (UC Bending Max) - - 0.136 Pass Torsional Analysis 0.000 lb-in 850.782 lb-in 0.000 Pass RISA-3D Version 19 [ RAF Pedestal.r3d ] Page 1 Page 16 of 17 Detail Report:M3 Unity Check:0.151 (axial/bending) Load Combination:LC 3: D + 0.75(0.7E+L) y y Input Data: x Shape: Tate Type-1 (7/8"x7/8"x0.053") I Node: N5 Member Type: Column J Node: N6 z z Length (in): 6 I Release: Fixed Material Type: Hot Rolled Steel J Release: Fixed Design Rule: Typical I Offset (in): N/A Number of Internal Sections: 97 J Offset (in): N/A Diagrams: -0.002 at 6 in y Deflection (in) z Deflection (in) 348 at 0 in 17.465 at 0 in Axial Force (lbs) y Shear Force (lbs) z Shear Force (lbs) 104.788 at 0 in 0 at 6 in Torsion (lb-in) z-z Moment (lb-in) y-y Moment (lb-in) 1.997 at 0 in 2.326 at 0 in 0 at 6 in 0 at 6 in -2.326 at 0 in Axial Stress (ksi) Bending Compression Stress (ksi) Bending Tension Stress (ksi) AISC 14th (360-10): ASD Code Check Limit State Required Available Unity Check Result Applied Loading - Bending/Axial Applied Loading - Shear + Torsion - - - - Axial Tension Analysis 0.000 lb 3477.976 lb - - Axial Compression Analysis 348 lb 3288.513 lb - - Flexural Analysis (Strong Axis) 104.788 lb-in 1073.565 lb-in - - Flexural Analysis (Weak Axis) 0.000 lb-in 1073.565 lb-in - - Shear Analysis (Major Axis y) 17.465 lb 908.843 lb 0.019 Pass Shear Analysis (Minor Axis z) 0.000 lb 908.843 lb 0.000 Pass Bending & Axial Interaction Check (UC Bending Max) - - 0.151 Pass Torsional Analysis 0.000 lb-in 850.782 lb-in 0.000 Pass RISA-3D Version 19 [ RAF Pedestal.r3d ] Page 1 Page 17 of 17 B D G H K L M N P Q ROLLUDA ARCHITECTS, INC. 105 S MAIN ST, #323 SEATTLE, WA 98104 PHONE (206)624-4222 FAX (206)624-4226 1 2 FE 56 SF 57 SF 102 SF FE 225 SF FE FE FE FE FE FE 0 0 0 150 MAINTAIN 10'-0" MIN. 0 0 0 2 SEPARATION BETWEEN BUILDING AND OUTDOOR TOILET TOILET VESTIBULE PARTS LOBBY 32" 32" 32" CONTROL AREA / HAZARDOUS 117 118 119 95'-8" 100 34" 2 MATERIALS STORAGE S 34" 11 34" 10 N IO 3 IS V E 4 FE R L 1188 SF A FE SIDEWALK 696 SF 300 IC R T 150 1 4 C 61 SF E 5 L 646 SF 408 SF MATERIAL E 0 RECOVERY E 50 OFFICE 300 34'-1" FE FE FE FE FE S 0 102 U 120 2 5 O VESTIBULE 13 34" 4 32" H E 113 DRYING ROOM FEC PARTS COUNTER R A 101 116 W 6 D 23'-8" N 144 SF 15'-3" A FE E FE 0 IN -L 0 E 34" 32" 9 4182 SF 83'-2" 16'-9" N 61 SF CORRIDOR 1 34" 7 32" O L 300 115 300 A IC 1 14 R FE 149 SF 7 T CUSTODIAL FE HIGH BAY PALLET C 0 E 111 STORAGE L FE FE E 0 107 - 7 8 880 SF 1 CORRIDOR 52'-3" 0 68'-7" 300 D 152 SF 114 LINE OF CANOPY ABOVE REVISIONISSUED FOR CONSTRUCTIONF 300 799 SF 3 47'-2" 3 100 52 SF /2 1 181 SF TOOL ROOM 3 300 8 0 103 /02 ELEC. 156 SF MEANS OF EGRESS REQUIREMENTS LEGEND 06/21/220 FACILITIES SHOP 0 150 DATE 110 1 108 TOILET FE 0 1 72" 32" 1 FIRE/ MECH 2 NO. 112 1-HOUR FLOOR AREA 109 TOOL CHECK OUT TABLE 1006.2.1 MAXIMUM COMMON PATH OF EGRESS TRAVEL: CEILING XX SF FLOOR AREA PER OCCUPANT 105 PROVIDED ALLOWED 9 FE OCCUPANT XX TOTAL OCCUPANTS 83'-2" 100' (SPRINKLERED) OCCUPANCY S-1 LOAD TAG 1 XX ROOM NAME 256 SF TEXT ROOM NUMBER 8 12 300 TABLE 1017-2 EXIT ACCESS TRAVEL DISTANCE, NOT TO EXCEED: XX 32" 32" 1 REQUIRED CAPACITY WIDTH (BASED ON S chlute r - REN O - TK Â® 5/81/321/21/32 1/4 9/16 1 15/32 PROVIDED ALLOWED EGRESS CAPACITY FACTOR (0.15" X GAS POWERED 34" 34" 159'-9" 250' (400' PER SECTIONOCCUPANCY S-1 OCCUPANT, WITH SPRINKLER SYSTEM) PER TOOLS 1017.2.2 IF ONE STORY, & REQUIRED IBC SECTION 1005.3.2, EXCEPTION 1, BUT 106 MIN. CEILING HEIGHT IS 24' CAPACITY NOT LESS THAN 32" PER IBC SECTION & SPRINKLERED) WIDTH AT XX"XX XX" 1010.1.1 A C E F H J NON-STAIR TRUE NUMBER OF OCCUPANTS USING EXIT/PATH LOCATIONS PROVIDED CLEAR WIDTH (REFER TO DOOR CODE PLAN - LEVEL ONE N OCCUPANT LOAD SCHEDULE FOR PANEL SIZE) 1 SCALE:3/32" = 1'-0" OCCUPANT ROOM OCCUPANCY NET AREA PER OCCUPANT OCCUPANTS NUMBER ROOM NAME CLASSIFICATION AREA OCCUPANT LOAD LOAD AT XX EGRESS 2 150 SF 225 SF BUSINESS PARTS LOBBY100 TRAVEL DISTANCE 2 300 SF 408 SF STORAGE PARTS COUNTER101 PATH OF XX' 4 300 SF 1188 SF STORAGE MATERIAL RECOVERY102 EGRESS 3 300 SF 880 SF STORAGE TOOL ROOM103 FIRE CONTROL AREAS PER IBC 414.2 1 300 SF 131 SF STORAGE TOOL ROOM OFFICE104 2 6 150 SF 156 SF BUSINESS TOOL CHECK OUT105 EMERGENCY E CONTROL LIGHT AREA 1 1 300 SF 256 SF STORAGE GAS POWERED TOOLS106 14 300 SF 4182 SF STORAGE HIGH BAY PALLET STORAGE107 ILLUMINATED CONTROL 8 100 SF 799 SF INDUSTRIAL FACILITIES SHOP108 EXIT SIGN AREA 2 1 300 SF 181 SF 1519 SF MECHANICAL FIRE/ MECH109 1 300 SF 152 SF 300 STORAGE ELEC. 110 FIRE CONTROL 1 300 SF 61 SF STORAGE CUSTODIAL111 EXTINGUISHER AREA 3 6 FEC 0 SF 52 SF UNOCCUPIED TOILET 112 CABINET 0 SF 61 SF MEZZANINE UNOCCUPIED VESTIBULE113 CONTROL BRACKET 0 SF 149 SF MZ-1 UNOCCUPIED CORRIDOR114 MOUNTED FIRE AREA 4 8 0 SF 144 SF UNOCCUPIED CORRIDOR115 EXTINGUISHER W/ FE (OUTDOOR) 13 50 SF 646 SF LOCKER ROOMS DRYING ROOM116 SIGNAGE ABOVE 0 SF 56 SF UNOCCUPIED TOILET 117 (CFCI - BRACKET & SIGNAGE; OFCI - FE) 83'-2" 0 SF 57 SFFE TO BOTTOM UNOCCUPIED TOILET 118 SNOHOMISH COUNTY PUDNORTH COUNTY COMMUNITY OFFICEWAREHOUSE AND LOADING DOCK17601 59TH AVE NEARLINGTON, WA 98223 FIRE ALARM 0 SF 102 SF OF STAIR UNOCCUPIED VESTIBULE119 F PULL STATION PROJECT: 5 150 SF 696 SF BUSINESS OFFICE 120 BUILDING IDENTIFIER: 1 HOUR 29203 SF (none) LOADING DOCK & CANOPYLD-1 RATED WALL 6 300 SF 1519 SF STORAGE MEZZANINEMZ-1 B.1/B.2 0 SF 169 SF UNOCCUPIED STAIR 01 ST-1 Total 64 41471 SF KEYPLAN 9 SHEET TITLE: CODE PLAN H J TRUE LEAD: KW/RM DRAFTER: AM/ES CODE PLAN - MEZZANINE N DATE: 3/22/2022 2 SHEET: SCALE:3/32" = 1'-0" G1.02 SHEET OF SHEET NOTES ROLLUDA ARCHITECTS, INC. 1. REFER TO M7.00 SERIES SHEETS FOR STANDARD DETAILS 105 S MAIN ST, #323 NOT REFERENCED ON PLANS. COMPLY WITH ALL SEATTLE, WA 98104 A C E F H REQUIREMENTS IN DETAILS. PHONE (206)624-4222 FAX (206)624-4226 2. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN AND INTERIOR ELEVATIONS FOR FINAL LOCATION OF ALL GRILLES, DIFFUSERS, AND EXPOSED DUCTWORK. PROVIDE ADDITIONAL DUCTWORK AND FITTINGS TO MAKE FINAL CONNECTION. REPORT DISCREPANCIES IN QUANTITY OF AIR TERMINALS BETWEEN ARCHITECTURAL AND MECHANICAL DRAWINGS TO A/E. 3. PROVIDE REMOTE CABLE CONTROL SYSTEM FOR ALL VOLUME DAMPERS LOCATED ABOVE HARD CEILINGS. PROVIDE ACCESS PANEL AND LOCATE CONTROLLER(S) ABOVE CEILING UNLESS OTHERWISE NOTED. MAXIMUM CABLE LENGTH FROM CONTROLLER TO DAMPER(S) SHALL NOT EXCEED 15â€™-0â€. GROUP ALL CONTROLLERS TOGETHER AS MUCH AS POSSIBLE. 4. PROVIDE A MANUAL VOLUME DAMPER FOR EACH SUPPLY, 1201 third avenue, ste 600 RETURN, AND EXHAUST OPENING. LOCATE AS FAR seattle, wa 98101 UPSTREAM AS POSSIBLE FROM THE OPENING UNLESS 206.448.3376 OTHERWISE NOTED. NOT ALL VOLUME DAMPERS ARE SHOWN ON PLANS. www.hargis.biz 1 5. REFER TO ARCHITECTURAL ELEVATIONS FOR SWITCH AND SENSOR MOUNTING HEIGHTS AND EXACT LOCATIONS. LOCATIONS ON PLANS ARE APPROXIMATE. 6. PROVIDE ACCESS DOOR IN ALL OUTSIDE AIR, EXHAUST AIR, AND RETURN AIR PLENUMS, OR DUCTS LOCATED BEHIND LOUVERS FOR BACKDRAFT AND/OR MOTORIZED DAMPER ACCESS. PROVIDE 24â€x24â€ UNLESS OTHERWISE NOTED. REFER TO DETAILS. 7. ALL PLENUMS BEHIND LOUVERS SHALL BE A MINIMUM OF 36 INCHES DEEP UNLESS OTHERWISE NOTED. ALL PLENUMS BEHIND SUPPLY, RETURN, AND EXHAUST AIR GRILLES SHALL BE A MINIMUM OF 24 INCHES DEEP OR THE SIZE OF THE DUCT, WHICHEVER IS LARGER UNLESS OTHERWISE NOTED. 8. REFER TO SECTION 233100 FOR AIR DISTRIBUTION SOUND LINING REQUIREMENTS. 16x8 K 750 2 (TYP 4) (TYP 4) FLAG NOTES VESTIBULE 2 119 CO 18x12 CO 12"Ã¸ 1 TRANSFER AIR THROUGH DOOR UNDERCUT. REFER TO G 1000 ARCHITECTURAL. 12"Ã¸ NO2 (TYP 3) 10 11 NO2 G 18x12 32x42 10 12"Ã¸ (TYP) (TYP) 2 ROUTE DUCT DOWN TIGHT TO COLUMN AND TERMINATE 18x12 1000 12"Ã¸SSF-01 UP TO (TYP) 18x12 M7.01 M7.01 SSF-02 1'-0" ABOVE TRUCK PARKING LEVEL (TYP). (TYP 4) (TYP 4) M7.01 (TYP 3) SF-01 3 NOT USED. 18"Ã¸ 22"Ã¸ 18"Ã¸ 14"Ã¸ 18"Ã¸ 32x24 4 10" DIAMETER ALUMINUM DRYER EXHAUST DUCT. MAKE CONNECTIONS TO DRYER AND ROUTE UP TO ROOF 12x8 12x8 10x10 12x8 (TYP 2) TERMINATION. F (TYP 4) G 200 PARTS LOBBY TOILET EUH-02 (TYP 4) 12x8 32x42 5 10" DIAMETER ALUMINUM FUTURE DRYER EXHAUST G TEUH-01 T 10x10 100 200 UP TO DUCT UP TO ROOF TERMINATION. TERMINATE AND CAP 118 EUH-02 EUH-04 F INLET DUCT CONNECTION. (TYP 2) SF-02 8x8 3 6 WAREHOUSE BUILDING DDC HVAC SYSTEM OVERRIDE SWITCH. N 6x6 4 G 40 IO EUH-01 18"Ã¸ UP 7 (1) CEILING FAN DDC DIAL TIMER SWITCH AND (1) DRY T FCU-100 MATERIAL MODE DDC DIAL TIMER SWITCH. C 6Ã¸ U TOILET A OFFICE 115 6 RECOVERY 8 REFRIGERANT LINES TO VRF SYSTEM IN BUILDING. SEE R T T 117 120 FCU-100 102 REFRIGERANT RISER PLAN ON M6.11 FOR S CONTINUATION. N 24x24 UP O TO RH-01 F 10x10 10"Ã¸ 100 T 16x14 S 8x6 9 DDC CONTROL PANEL. COORDINATE FINAL C 8 EUH-04 G 70 INSTALLATION LOCATION WITH DIVISION 26 & 28. R 10x10 O F FCU-116A 10Ã¸ M9.03 A 250 BC-01 FCU-101 TFCU-107C 10 FACTORY FURNISHED BAFCON HVLS FAN CONTROLLER. F 8"Ã¸ D DRYING ROOM T J 12x6 E CF-04 22x22 FCU-120B FCU-101 205 11 AVOID ROUTING VRF REFRIGERANT PIPING OVER OR U 116 F 1100 18x16 22x10 PARTS FCU-107D THROUGH THIS SPACE. S F 34x12 J 18x10 5 A 14Ã¸ BC-02 230 COUNTER 14x12 UP REVISIONIS 525 T (TYP 2) 2 (TYP 2) CF-05 32x24 36x12 FCU-120A/B 101 2 0 22x10 M 22x18 FCU-120A /2 FCU-116B DSD 14x12 1 22x10 6x6 /2 F 24x22 6 DATE0 6 T S S S T EUH-03 FCU-107B CF-01 24x8 FCU-103A FCU-103A/B FCU-104 G 0 24x32 UP 30x12 370 NO. 5 J T 8x8 RLL UP 20x2032x24 UP 20x18 740 6Ã¸ (TYP 2) FCU-104 8x10 A CORRIDOR RSL UP 115 6x6 14x12 10 (TYP 3) TOOL ROOM J 30 4 FCU-107B 114 FCU-114 UP CORRIDOR OFFICE T VESTIBULE T 16"Ã¸ CF-02 115 FCU-107D 104 FCU-114 8 H SS 7 113 S TOOL ROOM CUSTODIAL 1 TFCU-116A/B 1 8x8 103 111 RLL UP RSL UP T 7 AC-01 RHL UP 22x10 AC-01 F T FCU-105 250 FCU-108 10x10 TOOL CHECK ELEC. F 100 11 8x8 UP J 24x14 TFCU-105 OUT 110 615 TOILET 11 105 8 112 36x14 24x12 J 1130 G 520 9 (TYP 2) 48x12 T FCU-107A HIGH BAY DDC DDC PALLET EUH-05 S 30x12 24x14 EUH-05 36x12 J J STORAGE 740 1040 FCU-107A 107 18x10 J FACILITIES FCU-103B (TYP 2) 11 48x12 FCU-108 SHOP 108 EF-01 FIRE/ MECH 32x14 FCU-106 T FCU-106 24x24 EXHAUST AIR 109 LOUVER. REFER TO 24x8 10x10 ARCHITECTURAL FOR G 370 FURTHER DETAIL. M (TYP 2) 9 24x10 22x10 G F 565 360 (TYP 2) GAS POWERED TOOLS 106 J SNOHOMISH COUNTY PUDNORTH COUNTY COMMUNITY OFFICEWAREHOUSE AND LOADING DOCK17601 59TH AVE NEARLINGTON, WA 98223 PROJECT: BUILDING IDENTIFIER: TRUE B.1/B.2 HVAC FLOOR PLAN - LEVEL 1 WEST KEYPLAN 1 N SCALE:1/8" = 1'-0" SHEET TITLE: HVAC FLOOR PLAN - LEVEL 1 WEST LEAD: BC DRAFTER: SF/RR/JS DATE: 03/22/2022 SHEET: M2.09 SHEET OF AB C D E F G H K L CONTROLLED RECEPTACLE LEGEND: SHEET NOTES CONTROLLED RECEPTACLE PER SEATTLE ENERGY CODE. RECEPTACLES 1. COORDINATE ELECTRICAL WITH ALL OTHER CONTRACT ROLLUDA ARCHITECTS, INC. DESIGNATED WITH "CR" SHALL BE CONTROLLED RECEPTACLES IN DOCUMENTS AND FIELD CONDITIONS TO AVOID CONFLICTS. 105 S MAIN ST, #323 ACCORDANCE WITH WASHINGSTON STATE ENERGY CODE C405.10. FOR ALL SEATTLE, WA 98104 CONTROLLED RECEPTACLES PROVIDE CONTROLLED RECEPTACLE MARKING 2. CIRCUITS SHALL INCLUDE A DEDICATED NEUTRAL UNLESS PHONE (206)624-4222 PER NEC 406.3(E). FAX (206)624-4226 OTHERWISE NOTED. CR SPLIT CONTROLLED DUPLEX RECEPTACLE. REFER TO 3. ROUTE ALL HORIZONTAL CONDUITS WITHIN CEILING AREAS TIGHT DETAIL 2 ON SHEET E7.03. TO STRUCTURE. CR FULLY CONTROLLED DUPLEX RECEPTACLE. REFER TO 4. REFER TO WARHOUSE EQUIPMENT SCHEDULE ON SHEET E6.01 DETAIL 3 ON SHEET E7.03. FOR EQUIPMENT RACEWAY AND CONDUCTOR SIZES. CR FULLY CONTROLLED QUAD RECEPTACLE. REFER TO FLAG NOTES 1 2 2 1 DETAIL 4 ON SHEET E7.03. E7.01 E7.01 E7.01 E7.01 1 1 1 1 1 PROVIDE SURFACE MOUNT SHORE POWER STATION. 1 1 REFER TO DETAILS FOR MORE INFORMATION. SINGLE SHORE POWER STATION DUAL SHORE POWER STATION DUAL SHORE POWER STATION SINGLE SHORE POWER STATION 2 SURFACE MOUNT SHORE POWER STATION TO VERTICAL FACE OF LOADING DOCK BELOW THE TOP SLAB EXTENSION LIP. 1201 third avenue, ste 600 seattle, wa 98101 WLA-1,3 WLA-17,19 WLA-25,27 3 PROVIDE POWER CONNECTION TO OVERHEAD DOOR. 206.448.3376 1-1/2"C,3#4,1#10 WLA-9,11 1-1/2"C,3#4,1#10 1-1/2"C,3#2,1#10 1-1/2"C,3#2,1#10 MOUNT DOOR CONTROLLER. DOOR CONTROLLER FURNISHED BY OTHERS. MOUNT DISCONNECT www.hargis.biz 13 13 ADJACENT TO DOOR CONTROLLER. PROVIDE 13 13 INTERCONNECTIONS TO DOOR MOTORS, AND DOOR OPERATORS. PROVIDE CONDUIT AND CONDUCTORS FOR DOOR SYSTEM INTERCONNECTIONS. REFER TO MANUFACTURERS MANUAL FOR INSTALLATION REQUIREMENTS. COORDINATE EXACT DOOR CONTROLLER, DISCONNECT SWITCH AND CONTROL DEVICE LOCATIONS WITH OWNER AND DOOR 1 1 1 NETWORK INSTALLER. INTERFACE 2 2 2 CONTROLLER 4 PROVIDE POWER CONNECTION TO FORKLIFT CHARGER. UPSA3-8 SINGLE SHORE POWER STATION SINGLE SHORE POWER STATION SINGLE SHORE POWER STATION 5 EMERGENCY POWER OFF SWITCH. SWITCH TO DISABLE PANEL 'WLD' VIA CONTACTOR. REFER TO DETAIL 3/E7.02 2 2 FOR ADDITIONAL INFORMATION. LOCATE 100A/3P 4 CONTACTOR ABOVE PANEL OR INTEGRAL TO 4 4 WP,GF E7.01 WP,GF TELE/SEC BACKBOARD PANELBOARD. E7.01 E7.01 RECEPTACLE WLA-62 CONTROL PANEL 6 MOUNT OUTLETS TO TELECOM RACK. REFER TO DETAIL 11 11 UPSA3-3 2/E7.02. COORDINATE INSTALLATION WITH DIV 27. S WLA-5,7 WLA-13,15 WLA-21,23 UPSA3-8 WLC-1 N 1-1/2"C,3#4,1#10 1-1/2"C,3#4,1#10 1-1/2"C,3#4,1#10 IO 7 PROVIDE HARDWIRED CONNECTION TO SECURITY 13 13 TELECOM SERVER RACK UPSA3-3,5,7 UPSA3-5 IS 7 PANEL. COORDINATE EXACT LOCATION OF PANEL WITH V 12 12 12 6 DIVISION 27. E UPSA3-13,15 6 J 8 UPSA3-7 R UPSA3-9,11 8 PROVIDE JUNCTION BOX WITH CONDUCTORS MOUNTED L L6-30R ADJACENT TO SECURITY PANEL. COIL CONDUCTORS A WRH-010 J PV DISCONNECT SWITCH WITHIN JUNCTION BOX FOR FUTURE USE. LABEL IC L6-30R R DOOR CONTROLLER JUNCTION BOX COVER AS 'FUTURE 120V SECURITY 4 SNOPUD UTILITY METER T WLC-12 TLR-001 EXTERIOR DOOR 107D PUSHBUTTON CONTROLLER METER ENCLOSURES POWER'. C 20 20 E UPSA3-20 UPSA3-9,11,13,15 #3 AND #4 STACKED 3 WP,GF WLC-10 WP,GF WLC-12 WP,GF 16 DOOR CONTROLLER 3 #10'S 9 POWER FOR INSTA-HOT. L E 16 CT ENCLOSURE PANEL 'WLB' 10 PROVIDE HARDWIRED CONNECTION TO CLOCK. ES 4 GF,+42" GF,+42" 6-20R WLC-15,17 J 23 3 J 4 DIST. PANEL 'WH' WLC-3 WLC-3 J +96" WLC-33 WLC-29 COORDINATE EXACT CLOCK MOUNTING HEIGHT WITH U B TOILET VESTIBULE WLC-1 WLC-9 CR CR PARTS LOBBY WLC-31 WLC-10 ARCHITECTURAL ELEVATIONS PRIOR TO ROUGH-IN. O TOILET WLC-15,17 WLC-29 10 WLC-28,30,32 SECTIONAL DOOR 102B DIST. PANEL 'WL' REFER TO INSTALLATION MANUAL FOR ADDITIONAL H 118 119 CR -11 19- 19- -9 UPSA3-20 100 DOOR 107D WP,GF INFORMATION. E D WLC-31 G WLC-41,DOOR 102B 14 R 117 WLC-9 WLC UPSA3-17 #10 AWG 3 WLC-45 #8 AWG XFMR 'T-WL' A WLC WLC-31 K PANEL 'WHA' UPSA3-17 WLC-11 PUSHBUTTON EXTERIOR DOOR 102C SUSPENDED FROM ABOVE 11 SURFACE MOUNT OUTLET AT 12'-0" FOR CREW BOARD WLC-10 J UPSA3UPSA3 CR WLC-43, DOOR 107C MONITOR. COORDINATE REQUIREMENTS WITH W WLC-26 WLC-26 +96" J #8 AWG 24 CONTROLLER 24 3 PANEL 'WHB' ARCHITECT PRIOR TO ROUGH-IN. DN WP,GF WLC-26 OFFICE +96" 3 23 10 +42" WLC-29 WLC-34,36,38 PANEL 'UPSA3' T UPSA3-4 A WLC-1 120 WLC-33 UPSA3-20 10 PANEL 'WLA' SECTIONAL DOOR 107C DOOR 102C 12 ROUTE CONDUIT IN-SLAB. ROUTE CONDUIT N E MATERIAL RECOVERY UPSA3-2 WLC-26 WLC-29 #10 AWG PANEL 'X2' HORIZONTALLY TO WAREHOUSE. ROUTE VERTICALLY IO IN S PARTS COUNTER 102 TOOL ROOM OFFICE AT WAREHOUSE INTERIOR WALL TO ACCESSIBLE TC -L N CEILING SPACE. E IO 101 104 UPSA3-2,4 U N 3 R IS 6 0 DRYING ROOM UPSA3-17,19 WLC-29 WLC-4 5 5 18 18 13 ROUTE CONDUIT VERTICALLY UP COLUMN TO T O V 0 7 CR GF WLC-35,49 WLC-4 STRUCTURE, THEN HORIZONTALLY TO ELECTRICAL S L E # # 116 WLC-9 10 WLC-29 WLC-31 PANEL. N A R E E WLC-24,26 O IC R IV IV DRY-002 UPSA3-17 +96" 14 LOCATE MULTI-POLE CONTACTORS ABOVE C R E T T WLC-24 15 CORRIDOR J +48" +48" +48" J UPSA3-22 2 LEVEL 1 - ENLARGED ELECTRICAL ROOM PANELBOARD FOR LOAD SHEDDING. REFER TO LOAD R TC W C C DRY-001 GF,+42"GF,+42"GF,+42" GF,+42" J CR O E O E E WLC-37 +48" CR E2.11 SCALE: 1/4" = 1'-0" SHED SCHEDULE ON SHEET E6.01. IR IR WLC-46 15 115 WLC-27 WLC-2 10 WLC-2 F L P D E E D D 6 WLC-24 DRY-003 16 WLC-8 +84" 6 15 PROVIDE 0-6 HOUR INTERMATIC TIMER SWITCH FOR E 7 R D D 4 WLC-29 WLC-31 WLC-47 9 WLC-35 CONTROL OF BOOT & GLOVE DRYER. U -1 O L L WLC-46 DRY-003 WLC-1 S D H IE IE WLC-27 WLC-49 IS F S F F L6-15R UPSA3-22 16 PROVIDE CONNECTION TO FURNITURE. REVISION WLC-18,20 WLC-25 2 3 3 3 3 WLC-12 WLC-8 WH-25,27,29 WLC-26 WLC-23 WH-19,21,23 CR 17 PROVIDE CONNECTION TO AUTOMATIC DOOR 2 2 2 2 2 WLC-8 10 J WLC-2 0 0 0 0 0 WP,GF GF WLC-21 CR OPERATOR. PROVIDE INTERCONNECTIONS TO ADA /2 /2 /2 /2 /2 +84" WLC-3 4 WRH-011 PUSHBUTTONS. 1 3 9 7 9 17 17 WH-20,22,24 WLC-6 /26 /02 /23 /18 /29 WLC-2 18 PROVIDE CONNECTION TO DDC PANEL. COORDINATE 0 0 0 0 0 DATE WLC-1 4 WRH-011 TOOL CHECK OUT LOCATION, MOUNTING HEIGHT WITH DIVISION 23. WLC-1 WLC-33 105 WLC-4 4 0 1 2 3 4 GF 19 NOT USED NO. WLC-1 GF,+42" HIGH BAY PALLET TOOL ROOM WLC-3 STORAGE WLC-2 WLC-12 WLC-13 CUSTODIAL TOILET WLD-35 103 GF WLC-13 WP,GF WLC-13 111 107 UPSA3-18 UPSA37-18 +84" 7 112 PANEL 'WLC' 14 10 J 2 GF 20 LOCATION OF BUILDING SEISMIC JOINT. PROVIDE ELEC. 21 UPSA3-18,20,22 WLC-8 WLC-14,16 WLC-4 FLEXIBLE CONDUIT ACROSS SEISMIC JOINT - FLEXIBLE E2.11 5 PANEL 'WLD' WLC-33 CONDUIT TO ACCOMODATE HORIZONTAL MOVEMENT 110 +42" 6-20R 3 BETWEEN STRUCTURES. WLD-35 +42" +42" WLD-7,9 E2.11 +42" 4 21 PROVIDE FLOOR MOUNTED UNISTRUT RACK FOR 8 WHB-47,49,51 FAC-002 TLR-001 8 MOUNTING OF RECEPTACLES. FAC-001 WLD-1,3 22 PROVIDE 30A DISCONNECT SWITCH. NO CONDUCTORS 22 FAC-011 WLD-31,33 AT LOAD SIDE OF DISCONNECT. PROVIDE 3/4"C, (4)#10 WLD-35 FAC-004 WLD-15 CU CONDUCTORS AND #10 CU GND. VERIFY EXACT MOUNTING HEIGHT AND EXACT REQUIREMENTS WITH OWNER PRIOR TO COMMENCEMENT OF WORK. WLD-19 FAC-006 PROVIDE FAC-007 WLD-21 WLD-35 20 +42" 10 WLC-8 23 30A FUSED DISCONNECT SWITCH, 20A FUSES. WLC-1 WLD-17 FAC-005 +96" J WLC-1 24 30A NON-FUSED DISCONNECT SWITCH. FAC-003 WLD-11,13 +42" L WLC-4 WLC-6 WLD-35 +42" GAS POWERED TOOLS WP,GF CONTROLLED RECEPTACLE LEGEND: WLD-27,29 FAC-010 FACILITIES SHOP WLC-6 106 CONTROLLED RECEPTACLE PER SEATTLE ENERGY CODE. RECEPTACLES WLC-10 WLD-23,25 FAC-008 +42" WLC-10 WLC-13 DESIGNATED WITH "CR" SHALL BE CONTROLLED RECEPTACLES IN FIRE/ MECH 108 ACCORDANCE WITH WASHINGSTON STATE ENERGY CODE C405.10. FOR ALL WP,GF WLC-39 SINGLE SHORE POWER STATION WLC-31 WLC-4 WLC-2 CONTROLLED RECEPTACLES PROVIDE CONTROLLED RECEPTACLE MARKING 109 9 #10 AWG WLC-29 9 PER NEC 406.3(E). CR SPLIT CONTROLLED DUPLEX RECEPTACLE. REFER TO 3 1 WP,GF 1 WP,GF 1 WLC-10 WLC-12 DETAIL 2 ON SHEET E7.01. 1 1 E7.01 E7.01 E7.01 CR FULLY CONTROLLED DUPLEX RECEPTACLE. REFER TO 24 1 1 SINGLE SHORE POWER STATION 1 DETAIL 3 ON SHEET E7.01. 1 1 CR FULLY CONTROLLED QUAD RECEPTACLE. REFER TO E7.01 E7.01 DETAIL 4 ON SHEET E7.01. WLA-46,48 SINGLE SHORE POWER STATION WLA-58,60 WLA-54,56 WLA-50,52 1-1/2"C,3#4,1#10 WLA-42,44 1-1/2"C,3#4,1#10 1-1/2"C,3#4,1#10 1-1/2"C,3#4,1#10 1-1/2"C,3#4,1#10 MATCHLINE TO SHEET E2.12 SINGLE SHORE POWER STATION A C E F H J TRUE 3 MEZZANINE - POWER PLAN 1 POWER FLOOR PLAN - LEVEL 1 WEST N E2.11 SCALE: 1/8" = 1'-0" E2.11 SCALE: 1/8" = 1'-0" SNOHOMISH COUNTY PUDNORTH COUNTY COMMUNITY OFFICEWAREHOUSE AND LOADING DOCKARLINGTON, WA 98223 PROJECT: BUILDING IDENTIFIER: B.1/B.2 KEYPLAN SHEET TITLE: POWER FLOOR PLAN - LEVEL 1 WEST LEAD: CT DRAFTER: TC DATE: 03/22/22 SHEET: E2.11 SHEET OF SHEET NOTES ROLLUDA ARCHITECTS, INC. 1. COORDINATE ELECTRICAL WITH ALL OTHER CONTRACT 105 S MAIN ST, #323 DOCUMENTS AND FIELD CONDITIONS TO AVOID CONFLICTS. SEATTLE, WA 98104 PHONE (206)624-4222 2. CIRCUITS SHALL INCLUDE A DEDICATED NEUTRAL UNLESS FAX (206)624-4226 OTHERWISE NOTED. 3. ROUTE ALL HORIZONTAL CONDUITS WITHIN CEILING AREAS TIGHT TO STRUCTURE. 4. REFER TO WAREHOUSE EQUIPMENT SCHEDULE ON SHEET E6.01 FOR EQUIPMENT RACEWAY AND CONDUCTOR SIZES. 1 1 1 1 FLAG NOTES E7.01 DUAL SHORE POWER STATION DUAL SHORE POWER STATION DUAL SHORE POWER STATION SINGLE SHORE POWER STATION 1 PROVIDE SURFACE MOUNTED SHORE POWER STATION. 1 REFER TO DETAILS FOR MORE INFORMATION. 2 2 2 2 CONTROL STATION FOR DOCK LEVELER RECEPTACLE. SURFACE MOUNT CONTROL STATION ON COLUMN AT E7.01 WLA-49,51 E7.01 WLA-57,59 E7.01 WLA-65,67 48" AFF. PROVIDE CONDUIT TO RECEPTACLE IN PIT PER 1201 third avenue, ste 600 1-1/2"C,3#2,1#10 1-1/2"C,3#2,1#10 1-1/2"C,3#2,1#10 DOCK LEVELER INSTALLATION INSTRUCTIONS. seattle, wa 98101 COORDINATE ALL WORK. 206.448.3376 WLA-45,47 1-1/2"C,3#4,1#10 6 6 6 3 PROVIDE DISCONNECT SWITCH FOR COMPACTOR AND www.hargis.biz MAKE ALL CONNECTIONS TO THE MOTOR, CONTROLLER 5 AND PUSHBUTTON CONTROLS TO RENDER COMPACTOR FULLY OPERATIONAL. 4 SURFACE MOUNT SHORE POWER STATION TO VERTICAL FACE OF LOADING DOCK BELOW THE TOP SLAB EXTENSION LIP. 1 1 1 5 ROUTE CONDUIT IN-SLAB. ROUTE CONDUIT HORIZONTALLY TO WAREHOUSE. ROUTE VERTICALLY 4 4 4 1 AT WAREHOUSE INTERIOR WALL TO ACCESSIBLE 1 1 1 CEILING SPACE. SINGLE SHORE SINGLE SHORE E7.01 POWER STATION POWER STATION SINGLE SHORE POWER STATION DUAL SHORE POWER STATION DUAL SHORE POWER STATION DUAL SHORE POWER STATION 3/14/20226/21/2022 6 ROUTE CONDUIT VERTICALLY UP COLUMN TO 4 4 4 SINGLE SHORE STRUCTURE, THEN HORIZONTALLY TO ELECTRICAL 1 E7.01 E7.01 E7.01 POWER STATION 2 PANEL. WP,GF WP,GF WLA-62 2 E7.01 WLA-62 2 SURFACE MOUNT OUTLET AT 12'-0" FOR CREW BOARD WLA-61,63 7 E7.01 WLA-53,55 1-1/2"C,3#2,1#10 E7.01 WLA-69,71 MONITOR. COORDINATE REQUIREMENTS WITH WLA-29,31 WLA-33,35 WLA-37,39 7 1-1/2"C,3#2,1#10 7 1-1/2"C,3#2,1#10 ARCHITECT PRIOR TO ROUGH-IN. 1-1/2"C,3#4,1#10 1-1/2"C,3#4,1#10 1-1/2"C,3#4,1#10 WLA-41,43 6 6 1-1/2"C,3#4,1#10 6 6 6 5 5 5 5 WLA-73 2 WLA-73 N WH-13,15,17 WH-19,21,23 IO 1"C, 3#8, 1#8N, 1#10 GND 1"C, 3#8, 1#8N, 1#10 GND T C U 2 SINGLE SHORE POWER STATION R T DUAL SHORE POWER STATION DUAL SHORE POWER STATION DUAL SHORE POWER STATION S 1 N 2 2 2 O 3 3 1 WLA-26,28 E7.01 C E7.01 E7.01 1-1/2"C,3#4,1#10 1 1 E7.01 1 R 1 1 O SINGLE SHORE POWER STATION E7.01 WLA-18,20 WLA-10,12 WLA-2,4 F UP 1-1/2"C,3#2,1#10 1-1/2"C,3#2,1#10 1-1/2"C,3#2,1#10 D E LDK-004 WLA-34,36 U S 1-1/2"C,3#4,1#10 6 6 6 LDK-004 REVISIONIS 2 2 0 /2 1 /2 6 DATE0 1 1 E7.01 0 NO. SINGLE SHORE POWER STATION SINGLE SHORE POWER STATION 1 1 E7.01 DUAL SHORE POWER STATION DUAL SHORE POWER STATION DUAL SHORE POWER STATION 2 2 WLA-38,40 E7.01 2 1-1/2"C,3#4,1#10 WLA-30,32 1 1 E7.01 1 1-1/2"C,3#4,1#10 E7.01 WLA-22,24 WLA-14,16 WLA-6,8 1-1/2"C,3#2,1#10 1-1/2"C,3#2,1#10 1-1/2"C,3#2,1#10 6 6 6 TRUE 1 POWER FLOOR PLAN - LEVEL 1 EAST N E2.12 SCALE: 1/8" = 1'-0" MATCHLINE TO SHEET E2.11 SNOHOMISH COUNTY PUDNORTH COUNTY COMMUNITY OFFICEWAREHOUSE AND LOADING DOCKARLINGTON, WA 98223 PROJECT: BUILDING IDENTIFIER: B.1/B.2 KEYPLAN SHEET TITLE: POWER FLOOR PLAN - LEVEL 1 EAST LEAD: DF DRAFTER: CT DATE: 03/22/22 SHEET: E2.12 SHEET OF SHEET NOTES ROLLUDA ARCHITECTS, INC. FEEDER SCHEDULE 1. PARTIAL ONE-LINE DIAGRAM CREATED USING EXISTING RECORD 105 S MAIN ST, #323 DOCUMENTS. FIELD VERIFY EQUIPMENT, FEEDER SIZES, FUSE AND SEATTLE, WA 98104 BREAKER RATINGS AND NOTIFY ENGINEER IMMEDIATELY OF ANY PHONE (206)624-4222 COPPER CONDUCTORS DISCREPANCIES. FAX (206)624-4226 TAG QUANTITY RACEWAY CONDUCTORS 2. PROVIDE ARC FLASH LABEL ON ALL NEW SWITCHBOARDS, PANEL OF SETS SIZE PHASE NEUTRAL GND(NOTE 2) BOARDS, UPS, TRANSFORMERS, ETC. PROVIDE SHORT CIRCUIT CALCULATIONS. REFER TO SPECIFICATIONS. 20N 1 3/4" 3#12 1#12 1#12(#10) 3. ALL ELECTRICAL EQUIPMENT SHORT CIRCUIT RATINGS SHALL 70N 1 1-1/4" 3#4 1#4 1#8(#8) EXCEED AVAILABLE FAULT CURRENTS. PROVIDE SHORT CIRCUIT CALCULATIONS TO DETERMINE AVAILABLE FAULT CURRENT BASED ON FIELD CONDITIONS. 125N 1 2" 3#1/0 1#1/0 1#6(#6) 4. COORDINATE FEEDER TAPS SUCH THAT LENGTH DOES NOT 200N 1 2-1/2" 3#3/0 1#3/0 1#6(#4) EXCEED 25' PER NEC REQUIREMENTS. EQUIPMENT GROUNDING CONDUCTORS OF TAPS SHALL BE SAME SIZE AS FEEDER 250N 1 3" 3#250kcmil 1#250kcmil 1#4(#2) EQUIPMENT GROUNDING CONDUCTOR OR SAME SIZE AS TAP PHASE CONDUCTOR, WHICHEVER IS SMALLER. 350 1 3-1/2" 3#500kcmil - 1#2 5. REFER TO DETAIL 1/E7.02 FOR ELECTRICAL SERVICE GROUNDING 400N 2 2-1/2" 3#3/0 1#3/0 1#2(#1/0) REQUIREMENTS. 1201 third avenue, ste 600 seattle, wa 98101 600N 2 3" 3#350kcmil 1#350kcmil 1#1(#2/0) 206.448.3376 www.hargis.biz NOTES: FAULT CURRENT RATINGS: 1. COPPER FEEDERS ARE BASED ON COPPER CONDUCTORS THE FOLLOWING SYMBOL INDICATES REQUIRED FAULT CURRENT RATING, 3Ã˜ SYMMETRICAL. WITH THWN/THHN INSULATION. CONDUCTOR DERATING XX,YYY IS BASED ON THWN/THHN CONDUCTORS WITH 90 EQUIPMENT SHALL BE FULLY RATED AT AIC (AMPERE DEGREES C RATING. INTERRUPTING CURRENT) RATING EXCEEDING INDICATED VALUE. PROVIDE HIGHER RATINGS WHERE SHOWN ON DIAGRAM. WHERE FAULT CURRENT IS NOT INDICATED ON DRAWINGS, UON, PROVIDE MINIMUM RATING OF 14,000 AIC FOR 277/480V EQUIPMENT AND 2. GROUND CONDUCTOR (BONDING JUMPER) SIZE SHALL BE 10,000 AIC FOR 120/208V EQUIPMENT. 3/14/20222/3/2023 INCREASED FOR FEEDERS FROM THE SOURCE OF A SEPARATELY DERIVED SYSTEM TO THE FIRST S DISCONNECTING MEANS PER NEC 250.30(A). SIZE AS FLAG NOTES N IO INDICATED IN PARENTHESES. IS V 1 PROVIDE SURGE PROTECTIVE DEVICE ADJACENT TO E PANEL. COORDINATE LOCATION TO PROVIDE MAXIMUM R CONDUCTOR LENGTH FROM CIRCUIT BREAKER OF 18". L REFER TO DETAIL 5/E7.02 FOR INSTALLATION A REQUIREMENTS. IC R T 2 UTILITY CT ENCLOSURE, POWER METER, AND METER C COMMUNICATION ENCLOSURE PER SNOHOMISH E COUNTY PUD STANDARDS. L E 3 SECONDARY CONDUCTORS SHALL NOT BE GREATER E S THAN 25' PER NEC 240.22(C)(6). U TO UTILITY O 4 FOR REFERENCE ONLY. REFER TO OFFICE BUILDING H ONE-LINE DIAGRAM. E R A 5 PROVIDE CONDUIT AND WIRE TO REMOTE METER. COORDINATE REQUIREMENTS WITH UTILITY FOR W METER. SEE DETAIL 2/E2.11 FOR METER LOCATION. D N 12.5kV A UTILITY XFMR 6 PROVIDE SPLIT-CORE CT'S ON INDICATED FEEDER. N E EV01 PROVIDE WIRING IN CONDUIT BACK TO METER IO IN ENCLOSURE. CT'S SHALL BE SIZED APPROPRIATELY T -L 480V AND BY SAME MANUFACTURER AS POWER CU E METER. R N 48,523 1 T O 600N L 7 PROVIDE VERIS MODEL E50C2 POWER METER FOR S EACH PANELBOARD INDICATED. REFER TO DETAIL N A 4/E7.02 FOR ADDITIONAL INFORMATION. COORDINATE O IC WITH THE BMS CONTROLS FOR THE METERS TO BE C R R T CATAGORIZED PER SUB-METERING CATAGORIES C M 2 DEFINED IN THE WSEC. O E F L 8 PROVIDE (1) VERIS MODEL A8810 DATA LOGGER. ED E 7 PROVIDE POWER SUPPLY FOR DATA LOGGER. REF US -1 MANUFACTURER'S INSTALLATION INSTRUCTIONS FOR D 600N MORE INFORMATION. REVISIONIS F 2 3 9 PROVIDE ENCLOSURE FOR METERS AND DATA LOGGER. 2 2 DIST. PANEL 'WH' 0 0 1 PROVIDE ALL ACCESSORIES AS REQUIRED FOR PROPER 800A 32,483 /2 /2 1 OPERATION OF METERS. REF FLOOR PLAN FOR 1 3 480V, 3PH, 4W BID ALTERNATE 2 LOCATION AND CONTROL POWER CIRCUITING /26 /02 600/3P INFORMATION. DATE0 0 0 1 NO. 125/3P 70/3P 250/3P 350/3P 20/3P 200/3PSPARE 30/3P 6 6 6 6 SPD 1 125N 70N 250N 350 20N REMOTE UTILITY METER FOR PV PRODUCTION 1 1 1 29,378 1 5 M 29,370 31,460 30,917 1 BID ALTERNATE 2 480V XFMR 2,127 125/3 T-WL TYP 1 DATA LOGGER 208Y 225KVA 7 120V 2,849 6 6 8 15,926 #2 DIGITAL FROM 20A BREAKER PANEL PANEL PANEL PANEL 'PV' AM VM AT PANEL 'WH' 'PV' 'WHA' 'WHB' 1 DIGITAL 125A 70A 250A PANEL 'WHA' AM VM 60/3 30/3 PV SYSTEM LIGHTING MECHANICAL TO METER ENCLOSURE # 3 DIGITAL 3 600N PANEL 'WHB' AM VM DIGITAL 9 PANEL PANEL DIST. PANEL 'WL' XFMR 'T-WL' AM VM 'UPSA3' 'X2' 600A 15,671 DIGITAL 60A 30A 208V, 3PH, 4W PANEL 'X2' AM VM 1 600/3P METER ENCLOSURE # 3 PANELS CONNECTED FROM OFFICE BUILDING 20/3P 100/3PSPARE 400/3P 100/3P 200/3P 100/3P 30/3P TYP REFER TO OFFICE BUILDING SHEET E 6.11 FOR 6 6 6 6 ADDITIONAL INFORMATION 7 SPD DIGITAL FROM 20A BREA KER 20N 200N 100N PANEL 'UPSA3' AM VM AT PANEL 'WL' 400N 100N DIGITAL 1 PANEL 'WLA' AM VM 11,707 14,041 12,170 10,494 DIGITAL PANEL 'WLB' AM VM 1 1 1 1 DIGITAL 9 PANEL 'WLA' AM VM DIGITAL PANEL 'WLB' AM VM PANEL PANEL PANEL PANEL 'WLA' 'WLB' 'WLC' 'WLD' METER ENCLOSURE # 4 400A 100A 200A 100A SHORE POWER MECHANICAL RECEPTACLE SHOP EQ. TO METER ENCLOSURE # 3 1 ELECTRICAL ONE-LINE DIAGRAM E6.11 SNOHOMISH COUNTY PUDNORTH COUNTY COMMUNITY OFFICEWAREHOUSE AND LOADING DOCKARLINGTON, WA 98223 PROJECT: BUILDING IDENTIFIER: B.1/B.2 SHEET TITLE: ELECTRICAL ONE-LINE DIAGRAM LEAD: CT DRAFTER: TC DATE: 03/22/22 SHEET: E6.11 SHEET OF A B C D E F G H J K L M N ROLLUDA ARCHITECTS, INC. 105 S MAIN ST, #323 SEATTLE, WA 98104 PHONE (206)624-4222 FAX (206)624-4226 1201 third avenue, ste 600 1 1 seattle, wa 98101 1"C 206.448.3376 www.hargis.biz 2 1"C WAP 1"C 1"C 2 WAP 2 2 2 WAP WAP WAP 3/14/20226/21/2022 1"C 2 2 1"C 2 WAP 3 3 2 WAP 4 TOILET TOILET VESTIBULE PARTS LOBBY 4 117 118 119 100 WAP 2 MATERIAL WAP PROVIDE 1"C AND THE ASSOCIATED 2 OFFICE RECOVERY BACK BOXES TO SUPPORT EXTERIOR ACCESS POINTS. 120 102 WAP 2 2 WAP 5 DRYING ROOM PARTS COUNTER 5 116 101 REVISIONISSUED FOR CONSTRUCTION CORRIDOR TOOL ROOM 6 115 OFFICE 1"C 6 104 2 WAP 6/21/2022 DATE VESTIBULE 1"C 2 0 NO. 113 CORRIDOR WAP 114 TOOL ROOM TOOL CHECK CUSTODIAL TOILET 103 OUT 7 111 112 2 105 7 WAP ELEC. HIGH BAY 110 PALLET WAP 8 STORAGE 2 8 FACILITIES SHOP 107 108 WAP WAP 2 2 2 FIRE/ MECH WAP 109 GAS POWERED TOOLS 106 A B C D E F G H J K L M N SNOHOMISH COUNTY PUDNORTH COUNTY COMMUNITY OFFICEWAREHOUSE AND LOADING DOCK17601 59TH AVE NEARLINGTON, WA 98223 PROJECT: BUILDING IDENTIFIER: B.1/B.2 2 TELECOM WIRELESS DEVICE PLAN - LEVEL 1 T2.02 SCALE: 1/8" = 1'-0" SHEET TITLE: TELECOM WIRELESS DEVICE PLAN - LEVEL 1 LEAD: BH DRAFTER: TV DATE: 03/22/2022 SHEET: T2.02 SHEET OF CITY OF ARLINGTON INSPECTION CARD No building construction shall be commenced until permit holder INSPECTION RECORD SHALL or his agent has posted this Inspection Record Card in a REMAIN AT JOB SITE conspicuous place on the premises. OWNER: CONTRACTOR: JOB ADDRESS: LOT NUMBER TYPE GROUP NATURE of WORK: USE of BUILDING: PERMIT No: DATE ISSUED: INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB DEPARTMENT INSPECTION DATE(S) PASS FAIL INITIALS FOOTING BUILDING FOUNDATION (360) 403-3417 UNDERFLOOR SHEARWALL PLUMBING (groundwork) ROUGH PLUMBING GAS PIPING ROUGH HEATING & VENTILATION FRAMING INSULATION WALLBOARD (SHEAR/RATED WALLS) CEILING GRID STRUCTURAL SLAB CROSS CONNECTION CONTROL IN PREMISE (360) 403-3417 GRADING TEMPORARY TECSP ASBUILTS APPROVED MAINTENANCE BOND STORM DRAINAGE SYSTEM PAVING, SIGNAGE & MARKINGS LANDSCAPING CONDITIONS ONSITE UTILITIES WATER ONSITE UTILITIES SEWER Sewer OFFSITE UTILITIES WATER (360) 403-3508 OFFSITE UTILITIES SEWER SEWER PRETREATMENT Water CROSS CONNECTION CONTROL PREMISE (360) 403-3526 SIDE SEWER/ CLEANOUT/FINAL WATER SERVICE INSTALLATION WATER SERVICE FINAL (360) 403-3417 HYDRO/FLUSH UNDERGROUND**INCL FDC FIRE ALARM /AUTOMATIC SPRINKLER HOOD SUPPRESSION SYSTEM FINAL FIRE WALK-THROUGH (360) 403-3417 FINAL INSPECTION ALL SIGNATURE BLOCKS MUST BE COMPLETE CITY OF ARLINGTON 18204 59th Avenue NE, Arlington, WA 98223 INSPECTIONS: 360-403-3417 - Permit Center: 360-403-3551 BUILDING PERMIT 17601 59TH AVE NE Permit #: 6205 PERMIT EXPIRES 180 DAYS AFTER Parcel #: 31052200405500 DATE OF ISSUANCE. Scope of Work: Addition of demountable partition offices, HVAC and electrical Valuation: 584000.00 connections and systems furniture connections. OWNER APPLICANT CONTRACTOR PUBLIC UTILITY DISTRICT NO 1 Snohomish County PUD Faber Construction, Corporation PO BOX 1107 2320 California Street 6951 Hannegan Rd EVERETT, WA 98206 Everett Lynden, WA 98264 4253082826 360-354-3500 LIC: 601 268 821 EXP: 08/31/2025 LIC: FABERCC887B8 EXP: 02/07/2026 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR LIC #: EXP: LIC #: EXP: JOB DESCRIPTION PERMIT TYPE: COMMERCIAL ALTERATION CODE YEAR: 2021 STORIES: 2 CONST. TYPE: llB DWELLING UNITS: 0 OCC GROUP: B; Business BUILDINGS: 1 OCC LOAD: PERMIT APPROVAL The issuance or granting of this permit shall not be construed to be a permit for, or approval of, any violation of this Code or any other ordinance or order of the City, of any state or federal law, or of any order, proclamation, guidance advice or decision of the Governor of this State. To the extent the issuance or granting of this permit is interpreted to allow construction activity during any period of time when such construction is prohibited or restricted by any state or federal law, or order, proclamation, guidance advice or decision of the Governor of this State, this permit shall not authorize such work and shall not be valid. The building official is authorized to prevent occupancy or use of a structure where in violation of this Code, any other City ordinances of this jurisdiction or any other ordinance or executive order of the City, or of any state or federal law, or of any order, proclamation, guidance advice or decision of the Governor. The building official is authorized to suspend or revoke this permit if it is determined to be issued in error or on the basis of incorrect, inaccurate or incomplete information, or in violation of any City ordinance, regulation or order, state or federal law, or any order, proclamation, guidance or decision of the Governor. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY; NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBC110/IRC110. SALES TAX NOTICE: Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and coded City of Arlington #3101. 11/25/2024 11/25/2024 Applicant Signature Date Building Official Date CONDITIONS ADHERE TO THE APPROVED PLANS. APPROVED JOB COPY SHALL BE ONSITE FOR INSPECTION. CALL FOR INSPECTIONS. The property owner shall ensure that the construction project complies with all applicable zoning codes and regulations. The property owner shall also ensure that the construction project does not cause any adverse impact on the surrounding environment or community. The property owner shall be responsible for obtaining all necessary permits and approvals from the relevant authorities before commencing construction. The property owner shall ensure that the construction project complies with all applicable design review requirements. THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 11/25/2024 Web Only - Mechanical Commercial Plan Review $3,552.71 11/25/2024 Web Only - Fire System Plan Review $200.00 11/25/2024 Web Only - Plumbing Commercial Plan Review $3,552.71 11/25/2024 Credit Card Service $219.16 11/25/2024 Mechanical Commercial Plan Review ($3,552.71) 11/25/2024 Fire System Plan Review ($200.00) 11/25/2024 Processing/Technology $25.00 11/25/2024 Building Permit $5,465.70 11/25/2024 State Surcharge - Commercial $25.00 Total Due: $9,287.57 Total Payment: $9,287.56 Balance Due: $0.00 CALL FOR INSPECTIONS Call by 3:30 pm for next day inspection, allow 48 hours for Fire Inspections When calling for an inspection please leave the following information: Permit Number, Type of Inspection being requested, and whether you prefer morning or afternoon INSPECTION INFORMATION Pass/Fail Permit #: 6205 Permit Date: 10/21/24 Permit Type: COMMERCIAL ALTERATION Project Name: PUD North County Community Office Applicant Name: Snohomish County PUD Applicant Address: 2320 California Street Applicant, City, State, Everett Zip: Contact: Mark Curfman Phone: 4253082826 Email: mtcurfman@snopud.com Scope of Work: Addition of demountable partition offices, HVAC and electrical connections and systems furniture connections. Valuation: 584000.00 Square Feet: 4500 Number of Stories: 2 Construction Type: llB Occupancy Group: B; Business ID Code: CIC Permit Issued: 11/25/2024 Permit Expires: 06/11/2025 Form Permit Type: COMMERCIAL ALTERATION Status: COMPLETE Assigned To: Kristin Foster Property Parcel # Address Legal Description Owner Name Owner Phone Zoning Section 22 Township 31 Range 5 Quarter SE LOT 2 CITY ARL BSP FILE NO PUBLIC UTILITY 489 Other Utilities 31052200405500 17601 59TH AVE NE SPUD00000142 REC AFN DISTRICT NO 1 NEC 202105145008 BEING A PTN NW1/4 SE1/4 & NE1/4 SE1/4 SD SEC Contractors Contractor Primary Contact Phone Address Contractor Type License License # Faber Construction, 6951 Hannegan CONSTRUCTION Ben Faber 360-354-3500 UBI 601 268 821 Corporation Rd CONTRACTOR Faber Construction, 6951 Hannegan CONSTRUCTION Labor & Ben Faber 360-354-3500 FABERCC887B8 Corporation Rd CONTRACTOR Industries Inspections Date Inspection Type Description Scheduled Date Completed Date Inspector Status C20. BUILDING Not 01/24/2025 01/30/2025 BUILDING FINAL Completed Inspection of the ERCES 01/14/2025 Inspection 01/15/2025 01/15/2025 BUILDING Approved system After 11:00 someone will be 12/12/2024 C09. FRAMING 12/13/2024 12/13/2024 BUILDING Approved onsite for the inspection. Partial 12/09/2024 C09. FRAMING 12/11/2024 12/11/2024 BUILDING Approval C10. 12/03/2024 MECHANICAL 12/04/2024 12/04/2024 BUILDING Approved ROUGH-IN Plan Reviews Date Review Type Description Assigned To Review Status COMMERCIAL 10/24/2024 AIRPORT In Review ALTERATION COMMERCIAL 10/24/2024 BUILDING Approved ALTERATION COMMERCIAL 10/24/2024 No land use concerns PLANNING Approved ALTERATION COMMERCIAL 10/24/2024 No comments, LT & JK PW-ADMIN-GIS Approved ALTERATION COMMERCIAL 10/24/2024 No comments. SB PW-SEW-REV Approved ALTERATION COMMERCIAL no comments for this review. 10/24/2024 PW-WAT-REV Approved ALTERATION Gus Fees Fee Description Notes Amount Enter 1 if permit is for commercial Web Only - Mechanical Commercial Plan mechanical $3,552.71 Review (Table 4-1) Enter 1 if permit is for: fire alarm, or fire Web Only - Fire System Plan Review $200.00 sprinkler Web Only - Plumbing Commercial Plan (Table 4-1) $3,552.71 Review Credit Card Service $219.16 Mechanical Commercial Plan Review Table 4-1 ($3,552.71) Fire System Plan Review Table 4-2 ($200.00) Processing/Technology $25.00 Building Permit Table 4-1 $5,465.70 State Surcharge - Commercial Commercial Only $25.00 Credit Card Service $165.47 Total $9,453.04 Attached Letters Date Letter Description 11/25/2024 Building Permit 10/21/2024 Web Form - Building Application Payments Date Paid By Description Payment Type Accepted By Amount XBP Conf: 10/21/2024 $7,305.41 213041589 10/21/2024 Mark Curfman 213041589 $219.16 10/29/2024 Refund by City of Arlington 213677473 ($3,552.71) 10/29/2024 Refund by City of Arlington 213677247 ($200.00) XBP Conf: 11/25/2024 $5,515.70 216067504 11/25/2024 Mark Curfman 216067504 $165.47 Outstanding Balance $0.00 Notes Date Note Created By: 10/24/2024 Refund sent to Finance for the second plan review fee and the fire review fee. Kristin Foster Addition of demountable partition offices, HVAC and electrical connections and systems 10/22/2024 Kristin Foster furniture connections. Uploaded Files Date File Name 12/10/2024 23454123-20241121_BLD6205_ApprovedTIBidSet.pdf 12/10/2024 23454121-20241121_BLD6205_ApprovedPlans.pdf 12/10/2024 23454120-20241121_BLD6205_ApprovedLoadingDockPlans.pdf 12/10/2024 23454118-20241121_BLD6205_ApprovedLighting.pdf 12/10/2024 23454115-20241125_BLD6205_IssuedPermit.pdf 10/24/2024 22955030-20241023_BLD6205_PlumbingPlans.pdf 10/24/2024 22955031-20241023_BLD6205_RaisedAccessFloorPlan.pdf 10/24/2024 22955032-20241023_BLD6205_SitePlan.pdf 10/24/2024 22955033-20241023_BLD6205_StructuralCalcs.pdf 10/24/2024 22955034-20241023_BLD6205_StructuralCalcsRaisedAccessFloor.pdf 10/24/2024 22955036-20241023_BLD6205_Application.pdf 10/24/2024 22955037-20241023_BLD6205_ArchSOW.pdf