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o o 0 0 0
<br />i
<br />360 -0
<br />55'-0" 50'-0" 50'-0" 50'-0" 50'-0" 50'-0" 55'-0"
<br />f
<br />I
<br />3 15 I
<br />A4.1 TYP
<br />r I
<br />r E �
<br />3
<br />CD
<br />��___-- ��_20
<br />F
<br />8 ,
<br />TYP
<br />CD
<br />CD
<br />Ln
<br />15'-0"
<br />— —
<br />3
<br />........ _..__ .._ _..—....— _. o I I _. _.. .... ....30
<br />1 _,.._ m _ _ ,....... _.... __..._.....
<br />15
<br />TYR
<br />27'-2 3/8" 5'-0'° 50'-'0" 50'' O" 50" 0" 1 25'-0' 25'-0"
<br />Ilk
<br />Ln
<br />I
<br />A4.1
<br />CD
<br />40
<br />1171
<br />CD
<br />I I ^
<br />I
<br />0
<br />I N
<br />4 TYP
<br />A4.1 CD
<br />Ln
<br />24'-2„
<br />co
<br />19 ��
<br />63
<br />fl l
<br />r
<br />3
<br />,
<br />15
<br />TYP
<br />CD 2
<br />i
<br />N A4.1
<br />,.,,..._.._ .... ... .......... _.. .............. ..... __.____.._ ....__.. .._... .___....._ _. .... .,,,, .. ..,,_... ..._..... ..... ... _._ __........__._._..._.. _._. .......,._ .. ... .... ..,.,_ ... ...._ ... ....._.__. .. .._._..._. ._., .. ..,.......... ................. .___.._ __.........._.._.._ ...._._ .. _...._.... .,.._._ _ ....._._,._ ......... .. .,,.__ ._.__,. ,._. ...........,._. ... ___..... .. .. ...
<br />I .ate= i
<br />CD
<br />3 � I
<br />........................ .,.,............................,,.,..........,.,,........ ff .,..,,,............... ...... ..... .... ...... ._.... ._....._ .... _..._...............,,...._.,_ . ... ........ .__,.___....._...... ....... ....... .......... ..........,.....,.........�,�.,._.. ......._. ....._�„_,.... .__.. _... .... .. ..
<br />i E ;
<br />. t i
<br />,I
<br />A4.1
<br />R00F IPN
<br />IP II I
<br />Y'7
<br />PAF
<br />NOTE: NOT ALL KEYNOTES ARE USED
<br />COLUMNS TYP, SEE
<br />OSTEEL
<br />STRUCTURAL DWGS.
<br />m
<br />DISTRIBUTION PANELS,
<br />OELECTRICAL
<br />SHOWN FOR COORDINATION.
<br />SHEAR WALL OR BRACE
<br />OCONCRETE
<br />FRAME, SEE STRUCTURAL DWGS,
<br />FIRE PROTECTION SPRINKLER RISERS
<br />4
<br />& DETECTOR DOUBLE CHECK VALVE
<br />ASSEMBLY, SHOWN FOR COORD.
<br />METER, SHOWN FOR
<br />OGAS
<br />COORDINATION, SEE CIVIL DRAWINGS
<br />FOR CONTINUATION.
<br />SANITARY SEWER, SHOWN FOR
<br />6
<br />COORDINATION, SEE CIVIL DRAWINGS
<br />FOR CONTINUATION.
<br />STUB UP PLUMBING FOR FUTURE
<br />O7
<br />TOILET ROOM (TOILET ROOM N.I.C.)
<br />4' X 8' (LION) ACRYLIC TRIPLE DOME
<br />O8
<br />SKYLIGHT, SEE DET 8/A8.1.
<br />9
<br />4'x 8'x 3/4" PLYWOOD TELEPHONE
<br />BOARD,
<br />10
<br />LED HIBAY 2'x4' LIGHT FIXTURE, 192
<br />WATTS INPUT WATTS, PER FIXTURE.
<br />1 1 /2" 0 NOM. GALV STL PIPE
<br />11
<br />HANDRAIL. TOP © 34" ABOVE STAIR
<br />NOSING OR RAMP TYP EA SIDE .
<br />12
<br />SITE -CAST CONC PANELS, PNT, SEE
<br />STRUCTURAL DWGS.
<br />6"0 RD & 6"0 SCHD 40 ABS
<br /><3>
<br />PLASTIC RWL, ROUTE TO EXTERIOR,
<br />SEE CIVIL DWGS FOR CONTINUATION.
<br />STL ANGLE RWL PROTECTOR, TYR ©.
<br />14
<br />TRUCK COURT, SEE DETAIL 5/A8.1
<br />6" 0 PVC EXT. RWL W/ OVERFLOW
<br />15
<br />SCUPPER, PNT, SEE DET 2/A8.1 &
<br />3/A8.1. SEE CIVIL DWGS FOR CONT.
<br />DOMESTIC WATER PRV & BACKFLOW
<br />16
<br />PREVENTER, SHOWN FOR COORD. SEE
<br />CIVIL DWGS FOR CONTINUATION.
<br />PAINT STRIPING ON FLOOR OR
<br />1
<br />PAVEMENT.
<br />STL ROOF ACCESS LADDER W/ CAGE.
<br />18
<br />LOCATION TO BE COORDINATED W/
<br />STRUCTURAL FRAMING LOCATIONS.
<br />48"x48" ROOF ACCESS HATCH
<br />19
<br />(9/A8.1) + HATCH RAILING SYSTEM
<br />IF WITHIN 10 OF ROOF EDGE.
<br />PREFABICATED GALV STEEL PAN
<br />20
<br />STAIRS & LANDINGS W/ CONC FILL,
<br />7" MAX RISER, 11" MIN TREAD.
<br />1 1 /2" 0 NOM. GALV STEEL PIPE
<br />21
<br />GUARD, TOP @ 42" ABOVE LANDING,
<br />STAIR NOSING OR RAMP, PAINT, TYP.
<br />CONC SLAB ON VAPOR BARRIER ON
<br />22
<br />4" GRAVEL CAPILLARY BREAK IN
<br />OFFICE NODES (SHOWN SHADED).
<br />SIGN W/ INTERNATIONAL
<br />OPROVIDE
<br />23
<br />SYMBOL OF ACCESS, ATTACH TO
<br />GLASS ADJACENT TO DOOR
<br />24
<br />HVAC EQUIPMENT AND PVC WALKWAY
<br />PADS BY TENANT
<br />25
<br />(2) 30"x48" WHEELCHAIR SPACE.
<br />26
<br />RECESSED DOCK LEVELER
<br />27
<br />ENTRY CANOPY - SEE STRUCTURAL
<br />PROVIDE 10 MIL VAPOR BARRIER
<br />28
<br />UNDER OFFICE AREAS
<br />29
<br />8" STUD WALL WITH PRE -FINISHED
<br />CORRUGATED METAL SIDING
<br />EVERETT
<br />AV
<br />12503 Bel —Red M • : 101
<br />BeHevue, WA 98005
<br />..r
<br />4
<br />1F
<br />10600 231 ST WAY NE
<br />REDMOND, WASHINGTON
<br />Digitally
<br />signed by
<br />7154 REGISTERED
<br />'%I ! ARCHITECT Randy Brown
<br />STATE OF ANALL L WASHINEE TON l 2019.09.05
<br />a
<br />EVERETT, WA 98203
<br />RELEASE FOR: BUILDING PERMIT
<br />TITLE:. . . . ROOF PLAN
<br />DESIGNED BY: DRAWN BY:
<br />REVIEWED BY: APPROVED BY:
<br />DATE: 10 30 2018
<br />. . . . SHEET NO: . A2.3.
<br />PROJECT NO: 201822.01 .001
<br />...............................
<br />SGALL: "I / 1 b = "I —U
<br />© 2018 SYN HESISIPILL0
<br />
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