7800 EVERGREEN WAY HYUNDAI 2025-08-22

GENERAL NOTES-CODE PLAN FREIHEIT 1.MODIFICATIONS TO FIRE ALARM AND SPRINKLER SYSTEMS UNDER SEPARATE PERMIT ARCHITECTURE 2.DOORS IN PATH OF EGRESS CANNOT BE LOCKED FROM SIDE OF TRAVEL OF EMERGENCY EGRESS 3.PROVIDE ONE(1)FIRE EXTINGUISHER(MINIMUM 2A10-B)EVERY 3000 SF(TYP)WITH MAXIMUM 75 LINEAR FEET TRAVEL DISTANCE TO EXTINGUISHER;VERIFY LOCATIONS ARE ACCEPTABLE WITH FIRE MARSHAL 4.PROVIDE AND INSTALL SIGNAGE ABOVE THE MAIN ENTRY DOOR ON THE EGRESS SIDE STATING:"THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED". 5.PROVIDE NEW SPRINKLERS AS REQUIRED TO ACCOMODATE TO NEW CONSTRUCTION. RELOCATE EXISTING AS REQUIRED.(UNDER SEPARATE PERMIT). KEYNOTES-CODE PLAN CN-01 NEW ILLUMINATED EMERGENCY EXIT SIGN. CN-02 EXISTING ILLUMINATED EMERGENCY EXIT SIGN. CN-03 VERIFY ALL LOCATIONS OF FIRE ALARMS,DETECTION DEVICES,AND HORNS/STROBES ACCEPTABLE WITH FIRE MARSHAL.REWORK AS REQUIRED TO ACCOMODATE TO NEW CONSTRUCTION. CN-04 PROVIDE AND INSTALL NEW FIRE EXTINGUISHER(MINIMUM 2A10-BC).VERIFY LOCATIONS J ACCEPTABLE WITH FIRE MARSHAL. CN-05 EXISTING FIRE EXTINGUISHER TO REMAIN. Lu 0 O CODESUMMARY 7- ui OCCUPANCY: B(BUSINESS) n/ SPRINKLERED: YES 0L LW COMMON PATH OF EGRESS(IBC TABLE 1006.2.1): 100'MAX r EXIT ACCESS TRAVEL DISTANCE(IBC TABLE f0172): 300'MAX DEAD END CORRIDOR(IBC 1020.4): 50'MAX NUMBER OF EXITS(IBC 1006): 3 REQUIRED Q Z Q OCCUPANT LOAD FACTOR(IBC TABLE 1004.1.2): PER PLAN C TOTAL AREA: PER PLAN G NUMBER OF OCCUPANTS: PER PLAN O 0 } DOOR WIDTH(IBC 1005.3) PLUMBING SUMMARY > OCC LOAD FACTOR x OCC 41111113 0CC > MO(0.2')x(13)=2.6"REQUIRED PARTS AND SERVICE AREAS ® PROVIDED=32"CLEAR O Z N ® OCCUPANCY: B(BUSINESS) = Ll 00 NUMBER OF OCCUPANTS: 52 OCCUPANTS 1 LLI I MALE OCCUPANTS: 26 v FEMALE OCCUPANTS: 26 ( j (E)PARTS REQUIRED: PROVIDED: I STORAGE WATER CLOSETS-MALE(PER IBC TABLE 2902.11: 1 2 0 L u 1502177 13 SF WATER CLOSETS-FEMALE(PER IBC TABLE 2902.1): 1 2 Z w w LAVATORIES-MALE(PER IBC TABLE 2902.11: 1 2 N w L LAVATORIES-FEMALE(PER IBC TABLE 2902.1): 1 2 (D > DOOR WIDTH(IBC 1005.3) T OCC LOAD FACTOR x OCC 2 r L u (0.2")x(3)=0.6"REQUIRED DRINKING FOUNTAINS(PER IBC TABLE 2902.1): N/A N/A PROVIDED=32"CLEAR SERVICE SINK(PER IBC TABLE 2902.1): 2 2 'MALE RESTROOM IS LOCATED WITH/N THE SOUTH SERVICE ANEX BUIDLING WITH DIRECTACCESS ® 3 0CC FROM THE PARTS AND SERVICE BUILDING DOOR WIDTH(IBC 1005.3) �° - LEGEND-CODE PLAN OCC LOAD FACTOR x OCC♦10 OCC per. (0.2")x(10)=TREQUIRED p ----------------------- ------ PROVIDED=32"CLEAR I o, p`x'�� TRAVEL DISTANCE=14T-9" ———J ♦ _ LONGEST COMMON PATH OF p aPL NO WORK THIS AREA EGRESS TRAVEL (N)PARTS w 0 EXISTING CONSTRUCTION 0--——+ LONGEST EXIT ACCESS S 2,158 SF TO REMAIN TRAVEL DISTANCE �---- 3'0" ___ � 300 3O TRAVELDISTANCE=7 - 1 I a NEW WALL CONSTRUCTION DEAD END CORRIDOR w 12733 �� REGISTERED (N)PARTS• ® NEW PARTIAL HEIGHT WALL DIAGONAL DISTANCE ———1 — COUNTER CONSTRUCTION ARCHITECT O I ❑ HALLWAY _——___ �� FIRE EXTINGUISHER — EXIT SEPARATION (E)NORTH SERVICE I I , ® INTERNALLY ILLUMINATED * OCCUPANCY COUNT AT EXIT 119CHAEL J. L TON ANNEX I ——� � . � - COMMON PATH=98'-9" . J EXIT SIGN 0OCC TT , ` STATE OF WASHINGTON B 1,683 SF I I I ,---� ` ® INTERNALLY ILLUMINATED EXIT ROOM NAME 150 11 ' (E)SERNCE SIGN WITH HORN/STROBE ROOM N OCCUPANCY B 703 SF A- 00 SF�SQUARE FOOTAGE 150 0 I --- �^ 15 7 OCCUPANT COUNT ISSUE LIST (E)SERVICE LOAD FACTOR PERMIT SUBMITTAL 03.31.2022 ❑ I I B 1,241 SIF �� o PRICING UPDATE 08.09.2022 150 20 1 BLDG REVISION 09.30.2022 w 2 PW REVISION 10.04.2022 N 3 PLANNING I PW REVISION 11.23.2022 1 I I DOOR WIDTH(IBC 1005.3) 100CC 16 OCC Ell OCC LOAD FACTOR x OCC (0.2")x(16)=3.2"REQUIRED PROVIDED=32"CLEAR DOOR WIDTH(IBC 1005.3) OCC LOAD FACTOR x OCC (0.2")x(10)=2"REQUIRED PROVIDED=32"CLEAR PARTS AND SERVICE CODE PLAN O a' a' is � D At,01 IN B PARTS AND Scale: 118"-T-O" SERVICE CODE PLAN A1 .01