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71A' F" <br />GENERAL NOTES <br />Q <br />77 <br />0 <br />CV <br />0 <br />CV <br />CV <br />L: <br />X <br />a) <br />co <br />I <br />z <br />I <br />a) <br />U <br />U) <br />I <br />L <br />a) <br />L <br />O <br />U <br />L <br />O <br />U_ <br />I- <br />N <br />00 <br />U <br />a) <br />E <br />U <br />O <br />0 <br />X <br />a) <br />g <br />U <br />L <br />a) <br />A <br />uj <br />Q <br />z <br />w <br />J_ <br />ILL <br />1. SEE SITE PLAN FOR ACTUAL AND ASSUMED PROPERTY LINES INCLUDING THOSE REQUIRED Bl <br />2015 IBC SECTION 705.3. ALL BUILDINGS MINIMUM FIRE SEPARATION DISTANCE = 30'-0". <br />2. 3 HR FLOOR/CEILING ASSEMBLY <br />- SEE BUILDING SECTION & HORIZONTAL ASSEMBLY DETAILS ON SHEET A040, A041. <br />3. TABLE 705.8 ALLOWS 45% OF WALL AREA TO HAVE UNPROTECTED OPENINGS IN R-2, <br />SPRINKLERED BUILDINGS WITH A FIRE SEPARATION DISTANCE FROM 10 FEET TO LESS <br />THAN 15 FEET. <br />LONGEST EXIT TRAVEL <br />DISTANCE 116-6 <br />TACTILE EXIT SIGN <br />18" MIN. CLR FLR SPACE CENTERED <br />ON TACTILE CHARACTERS <br />4" <br />4. MEANS OF EGRESS /CORRIDOR: <br />IBC SECTION 1020.2 THE MINIMUM WIDTH OF CORRIDOR SPECIFIED IN TABLE 1020.2 <br />`'00 <br />SHALL BE AS DETERMINED IN IBC SECTION 1005.1. <br />STAIR 2 MECHANICAL <br />Q <br />STAIR: <br />EXIT S_2 <br />LONGEST 271 SF 300 GROSS <br />IBC SECTION 1011.2 THE WIDTH OF STAIRWAYS SHALL BE DETERMINED AS <br />1 OCC 1 EXIT <br />SPECIFIED IN IBC SECTION 1005.1, BUT SUCH WIDTH SHALL NOT BE LESS THAN 44". <br />COMMON <br />SEE IBC SECTION 1009.3 FOR ACCESSIBLE MEANS OF EGRESS STAIRWAYS. <br />PATH OF48„ LOBBY <br />EGRESS <br />C) <br />CV <br />R-2 <br />TRAVEL 179 SF 200 GROSS <br />z <br />7. SEE STAIR SECTIONS REFERENCED PER BUILDING BELOW FOR EMERGENCY LIGHT FIXTURE LOCATION. <br />81.5' 1 OCC 1 EXIT <br />NOTES: - <br />BLDG A SEE SHEETS A480 & A481 <br />__ <br />W <br />BLDG B SEE SHEETS A481 & A482 <br />BLDG C&D SEE SHEETS A481 <br />1. 4" WIDE x 3" HIGH x 1/8" THICK SIGN MOUNTED AT STRIKE SIDE <br />OF EXIT DOORS. <br />* <br />2. LETTER CHARACTERS TO BE RAISED 1/32" x 7/8" HIGH UPPER <br />MEANS OF EGRESS <br />T A T <br />CASE, SAN SERIF TYPE AND ACCOMPANIED BY GRADE 2 <br />MAX DISTANCE ROUNDED OR DOMED SHAPED BRILLE. <br />1. AREAS INCLUDED FOR OCCUPANT LOAD CALCULATION DO NOT INCLUDE <br />occ =_ occ 2 s <br />BETWEEN EXITS 3. BRAILLED CHARACTERS TO CONFORM WITH STANDARD <br />CORRIDORS, STAIRS, RESTROOMS AND UNOCCUPIED AREAS. <br />DIMENSIONS FOR LITERARY BRAILLE AND AS INDICATED IN <br />2009 ICC/ANSI A117.1 703.3. <br />2. THE NUMBER OF OCCUPANTS HAVE BEEN ROUNDED UP. o <br />38 <br />/ o ^A° °o m <br />4. LOCATE SIGN AT EACH REQUIRED EXTERIOR EXIT DOOR. <br />STORAGE (EXTERIOR DOORS WITH ILLUMINATED EXIT SIGN ABOVE.) <br />3. DESIGN OCCUPANT LOAD PER IBC TABLE 1004.1.2: SEE CALCS. BY OCCUPANCY ON <br />THIS SHEET. <br />A. STORAGE, BUILDING SERVICES & MECH. ROOM = 300 SF / OCCUPANT (GROSS) <br />B. RESIDENTIAL = 200 SF / OCCUPANT (GROSS) u <br />5. NUMBER OF EXITS (IBC SECTION 1006): TWO EXITS SHALL BE REQUIRED FROM ANY <br />SPACE WHERE THE OCCUPANT LOAD EXCEED THE FOLLOWING VALUES PER IBC TABLE <br />1006.2.1: SEE EXITING PLAN ON THIS SHEET. <br />6. SEPARATION OF EXITS (IBC SECTION 1007.1.1): WHERE TWO EXITS ARE REQUIRED <br />THEY SHALL BE PLACED A DISTANCE APART EQUAL TO NOT LESS THAN 1/2 THE <br />DIAGONAL DIMENSION OF THE AREA SERVED. SEE EXITING PLANS ON THIS SHEET FOR <br />SEPARATION DIMENSIONS. <br />7. COMMON PATH OF EGRESS TRAVEL (IBC TABLE 1006.2.1): <br />A. 100' MAX GROUP S-2 WITH OCCUPANT LOADS OVER 30 (SPRINKLERED BUILDING) <br />B. 125' MAX GROUP R-2 WITH OCCUPANT LOADS OVER 30 (SPRINKLED BUILDING) <br />9. EXIT ACCESS TRAVEL DISTANCE (IBC SECTION 1017): <br />A. GROUP S-2 = 400 FT (SPRINKLERED) <br />B. GROUP R-2 = 250 FT (SPRINKLERED) <br />10. DEAD-END CORRIDORS (IBC SECTION 1020.4. EXCEPTION #2 <br />2. IN OCCUPANCIES GROUPS R-2 AND S-2 WHERE THE BUILDING IS EQUIPPED <br />THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN <br />ACCORDANCE WITH SECTION 903.3.1.1, THE LENGTH OF THE DEAD-END CORRIDORS <br />SHALL NOT EXCEED 50 FEET. <br />11. EGRESS WIDTH (IBC SECTION 1005.3.2, EXCEPTION): SHALL NOT BE LESS THAN <br />THE TOTAL OCCUPANT LOAD SERVED BY THE MEANS OF EGRESS MULTIPLIED BY: <br />A. .15 INCHES PER OCCUPANT FOR OTHER COMPONENTS (SPRINKLERED) <br />PROPOSED 36" DOOR = 34"/.15 = 226 OCCUPANTS ACCOMMODATED <br />B. SEE EXITING PLANS FOR ACTUAL NUMBER OF OCCUPANTS AT EACH DISCHARGE. <br />12. MEANS OF EGRESS ILLUMINATION (IBC SECTION 1008): <br />A. ILLUMINATION SHALL BE PROVIDED AT EVERY POINT IN THE MEANS OF EGRESS. THE <br />ILLUMINATION LEVEL SHALL NOT BE LESS THAN 1 FOOT-CANDLE (11 LUX) AT THE <br />WALKING SURFACE AT ALL TIMES THE SPACE SERVED BY THE MEANS OF EGRESS IS <br />OCCUPIED. LUMINARIES SHALL BE INSTALLED WHENEVER EXIT SIGNS ARE <br />REQUIRED. <br />B. POWER SUPPLY TO BE PROVIDED BY PREMISES' ELECTRICAL SUPPLY. IN EVENT OF <br />POWER SUPPLY FAILURE, AN EMERGENCY POWER SYSTEM SHALL AUTOMATICALLY <br />ILLUMINATE AREAS REQUIRED PER IBC SECTION 1008.3 INCLUDING: CORRIDORS, <br />EXIT ENCLOSURES, EXIT PASSAGEWAYS, INTERIOR EXIT DISCHARGE ELEMENTS AND <br />EXTERIOR LANDINGS FOR EXIT DISCHARGE DOORWAYS. <br />C. EMERGENCY POWER SYSTEM SHALL PROVIDE POWER FOR A DURATION OF <br />NOT LESS THAN 90 MINUTES AND SHALL CONSIST OF STORAGE BATTERIES, UNIT <br />EQUIPMENT OR AN ON -SITE GENERATOR. REFER TO ELECTRICAL BIDDER/DESIGN <br />PLANS FOR SYSTEM DESIGN. <br />13. EXIT SIGNS (IBC SECTION 1013 <br />A. PROVIDE AN APPROVED EXIT SIGN AT ALL EXITS AND EXIT ACCESS DOORWAYS <br />(FROM SPACES REQUIRING TWO EXITS) IN A LOCATION THAT IS READILY VISIBLE <br />FROM ANY DIRECTION OF EGRESS TRAVEL. PLACE SIGNS SUCH THAT NO POINT <br />IN CORRIDOR OR EXIT PASSAGEWAY IS MORE THAN 100 FT FROM THE NEAREST <br />VISIBLE EXIT SIGN. SEE BUILDING PLANS FOR SIGN LOCATIONS. <br />B. EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED PER IBC <br />SECTION 1013.5 AND 1013.6 <br />C. PROVIDE A TACTILE EXIT SIGN STATING "EXIT" AND COMPLYING WITH ICC <br />A117.1-2009 ADJACENT TO EACH DOOR TO AN AREA OF REFUGE, EXTERIOR <br />AREA FOR ASSISTED RESCUE, EXIT STAIRWAY, EXIT RAMP, EXIT PASSAGEWAY <br />AND EXIT DISCHARGE. <br />OCCUPANTLOAD <br />OCCUPANTS <br />EXITS <br />LEVEL 6 <br />112 <br />2 <br />LEVEL 5 <br />112 <br />2 <br />LEVEL 4 <br />112 <br />2 <br />LEVEL 3 <br />112 <br />2 <br />LEVEL 2 <br />112 <br />2 <br />LEVEL 1 <br />124 <br />3 <br />TOTAL <br />684 <br />ONLY 2 EXITS ARE REQUIRED AS NO INDIVIDUAL STORY HAS > 500 OCCUPANTS PER TABLE 1006.3.1 <br />EGRESS LEGEND <br /># <- OCCUPANT LOAD PER EXIT <br />DOOR EGRESS WIDTH STAIR EGRESS WIDTH <br />0 TOTAL NUMBER OF OCCUPANTS SERVED TOTAL # OF OCCUPANTS SERVED <br />p REQUIRED DOOR WIDTH (.2) p REQUIRED STAIR WIDTH (.2) <br />PROVIDED DOOR WIDTH PROVIDED STAIR WIDTH <br />MAXIMUM EXIT ACCESS TRAVEL DISTANCE TO NEAREST EXIT (250' PER TABLE 1017.2) <br />MAXIMUM COMMON PATH OF EGRESS TRAVEL (125' PER TABLE 1006.2.1) <br />EXIT RAISED CHARACTER & BRAILLE EXIT SIGN PER IBC SECTION 1013.4 <br />F.E.C. FIRE EXTINGUSHER CABINET SEE DETAI 6 TYPE 5LB AC <br />A051 SIZE 2A 10BC <br />ELEVATOR TO <br />ACCOMMODATE <br />STRETCHER <br />ACCESSIBLE <br />MEANS OF <br />EGRESS <br />ELEVATOR <br />AREA OF UNPROTECTED OPENINGS TABLE 705.8 BUILDING C <br />BLDG. SIDE <br />FSD <br />WALL AREA <br />AREA OF OPENINGS <br />MAX AREA (NFPA 13 SPRINKLERS) <br />LEVEL 2-6 <br />WALL 1 <br />> 30' <br />149.1' x 9'-2 3/4" = 1,387 SF <br />285 SF 11,387 SF = 20% <br />NO LIMIT <br />WALL 2 <br />> 30' <br />78.2' x 9'-2 3/4" = 514 SF <br />180 SF / 514 SF = 35% <br />NO LIMIT <br />WALL 3 <br />> 30' <br />65.6' x 9'-2 3/4" = 610 SF <br />16 SF / 610 SF = 3% <br />NO LIMIT <br />WALL 4 <br />> 30' <br />250.2' x 9'-2 3/4" = 2,327 SF <br />570 SF 12,327 SF = 24% <br />NO LIMIT <br />WALL 5 <br />> 30' <br />69.4' x 9'-2 3/4" = 645 SF <br />96 SF / 645 SF = 14% <br />NO LIMIT <br />WALL 6 <br />> 30' <br />106.8' x 9'-2 3/4" = 993 SF <br />190 SF 1993 SF = 20% <br />NO LIMIT <br />WALL 7 <br />> 30' <br />150.8' x 9'-2 3/4" = 1,402 SF <br />275 SF / 1,402 SF = 20% <br />NO LIMIT <br />WALL 8 <br />> 30' <br />69.4' x 9'-2 3/4" = 645 SF <br />96 SF / 645 SF = 15% <br />NO LIMIT <br />LEVEL 1 <br />WALL 1 <br />> 30' <br />149.1' x 1 U-6" = 1,566 SF <br />488 SF 11,566 SF = 32% <br />NO LIMIT <br />WALL 2 <br />> 30' <br />78.2' x 10'-6" = 821 SF <br />244 SF / 821 SF = 33% <br />NO LIMIT <br />WALL 3 <br />> 30' <br />65.6' x 10'-6" = 689 SF <br />100 SF / 689 SF = 7% <br />NO LIMIT <br />WALL 4 <br />> 30' <br />250.2' x 1 U-6" = 2,627 SF <br />976 SF 12,627 SF = 27% <br />NO LIMIT <br />WALL 5 <br />> 30' <br />69.4' x 10'-6" = 729 SF <br />100 SF 1729 SF = 7% <br />NO LIMIT <br />WALL 6 <br />> 30' <br />106.8' x 1 U-6" = 1,121 SF <br />244 SF 11,121 SF = 45% <br />NO LIMIT <br />WALL 7 <br />> 30' <br />150.8' x 1 U-6" = 1,583 SF <br />488 SF / 1,583 SF = 26% <br />NO LIMIT <br />WALL 8 <br />> 30' <br />69.4' x 10'-6" = 729 SF <br />180 SF / 729 SF = 21 % <br />NO LIMIT <br />I <br />L-----JI L---- <br />CONVERGENCE - <br />120'-6" LONGEST COMMON PATH OF EGRESS <br />TRAVEL 67'-8" <br />I <br />I <br />I <br />I <br />-J <br />OHNSON BRAUNDINC. <br />15200 52nd Ave. South <br />Suite 300 <br />Seattle, WA 98188 <br />Phone 206.766.8300 <br />www.johnsonbraund.com <br />ARCHITECTURE <br />INTERIOR DESIGN <br />Greg L. Allwine, <br />Jeffrey A. Williams, <br />8556 <br />REGISTERED <br />ARCHITECT <br />WRE <br />STAMP <br />Q <br />0 <br />�U) <br />Cie� <br />c� <br />LULU <br />ww <br />o <br />a <br />LU <br />0 <br />0 <br />N <br />W <br />Q <br />o <br />U) <br />O <br />c <br />0 <br />EL <br />�L <br />N <br />d <br />0 <br />d <br />R <br />d <br />I <br />I <br />I <br />I <br />v <br />-J <br />w <br />0 <br />a <br />LU <br />w <br />0 <br />r <br />z <br />I <br />z <br />O <br />I <br />I <br />w <br />U) <br />I <br />-J <br />� <br />O <br />LL <br />LU <br />W <br />0 <br />z <br />w <br />z <br />O <br />I <br />I <br />�w <br />� <br />�Q <br />I <br />Ew <br />a <br />I <br />I <br />E <br />I <br />vo <br />- J <br />L <br />m <br />C) <br />0 <br />Fo <br />N00 <br />L <br />�Q <br />0 <br />w, <br />W <br />> <br />w <br />O <br />� <br />�O <br />Q <br />L <br />- > <br />.! <br />0 <br />ao w <br />z = <br />QUUo <br />a-Q <br />L � <br />w <br />_ O <br />00 <br />J J O <br />wF <br />w <br />Il n Q <br />Il <br />�� <br />cD w <br />z> <br />L <br />o <br />Q �w� <br />aU <br />I <br />Q <br />L <br />w0z <br />�C) <br />I <br />I <br />ii 1 L <br />w <br />O li (_5pp <br />a <br />I <br />J <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />J <br />-� <br />I <br />PROJECT #: <br />1827 <br />I <br />DRAWN <br />BY: <br />SK <br />I <br />CHECKED BY: <br />ST <br />._J <br />I I <br />I I I <br />I I I <br />L I J <br />�1 LEVEL 1 - BLDG C <br />n <br />1 " = 20'-0" I <br />BLDG C - CODE <br />SUMMARY AND <br />OCCUPANCY <br />CS02C <br />PERMIT SET 10/09/2020 <br />