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11030 EVERGREEN WAY 2020 Plans 2022-12-27
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11030 EVERGREEN WAY 2020 Plans 2022-12-27
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Last modified
12/27/2022 9:29:49 AM
Creation date
8/2/2021 2:31:48 PM
Metadata
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Template:
Address Document
Street Name
EVERGREEN WAY
Street Number
11030
Permit
B2005-043
Year
2020
Notes
CONVERT COMMONS AREA MEETING SPACE INTO PACKAGE DELIVERY MAIL
Address Document Type
Plans
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.� <br /> NEW HOLLOW METAL DOOR <br /> � EXISTING WALL BEYOND AND FRAME • <br /> NEW ALUMINUM THRESHOLD <br /> TERMINATE HAND RAIL ON FACE OF WALL � BEVEL PER tCC A117.1 SEC 303.3 <br /> 1-1/2"0 SS HAND RAIL TYPICAL ,a2.o � HEIGHT'SOHALL BE BEVEOLED WITOH A MAX (2)TREADS @ 11" � <br /> Arc itect <br /> i SLOPE OF 1:2 Davi d Sova <br /> 1'-0" � a NEW CONCRETE SLAB W/6X6 WIRE MESH d � <br /> 4 � � ' <br /> t1'-5 <br /> GRADE &COMPACT NATIVE SOIL NOTE � NOTE: CHAMFER EXPOSED EDGES <br /> � � <br /> ; � : � __--------- --_. <br /> , O ',� i a fn <br /> " o ' ' 1-1/2"0 SS HAND RAIL SET IN GROUT TYPICAL � � CAST tN PLACE CONCRETE STAIRS <br /> ,,-o,° "' _ °a � dsdaa.com ,_ ; <br /> I 1 -O o METAL EDGE GUARD BOLTS TO HAND � c^� <br /> ' ' - ;: a I I � . <br /> � C�'j li, i �Q ___. ..__. <br /> � RAIL UPRIGHTS a� �, <br /> � ' � ; � �� EXISTING FOAM INSULATION � EXISTING SIDEWALK <br /> MAX 1:48 CROSS SLOPE OF TRANSITION ' �-� <br /> , �., <br /> e ; a j �� �� � GRADE&COMPACT NATIVE SOIL <br /> � EXISTING CONCRETE STRUCTURE @ <br /> ' � -- __ ----- ---- __-- ---� I � c � <br /> � ---- -- � � � � #2 REBAR 16 O.C. MIN 1-1/2" COVER � <br /> _ _ ----_ __ � � '----- ____ _i <br /> SET HANDRAIL IN GROUT TYP. , <br /> NEW RAMP LANDING TRANSITION EXISTING CONC SIDE WALK <br /> � SECTION OF ENTRANCE LANDING SECTION OF RAMP LANDING DOOR THRESHOLD CONCRETE STAIR SECTION : <br /> SCALE: 1/2" = 1'-0" 2 SCALE: 1/2" = 1'-0" 3 SCALE: 1" = 1'-0" 4 SCALE: 1" = 1'-0" <br /> 0 <br /> , <br /> , <br /> � � <br /> � 5�_3,� . <br /> 5'-0„ ._p„ <br /> OCONCRETE TRANSITION FROM SIDEWALK <br /> WEIGHT ROOM ` <br /> MAX 1:48 CROSS SLOPE <br /> � <br /> O i ¢ <br /> RAMP I I � - <br /> LANDING j v � ' <br /> 0 <br /> dn `� � <br /> 0 <br /> M <br /> , � - - - - - - - <br /> ' I � <br /> � I <br /> I 3'-1 1/2" � � <br /> i KITCH N �L AR 3�-0�� N <br /> ; MAIL ROOM 4'-41/2�� � � � <br /> i � a � <br /> � <br /> RATING .. EXISTING WOOD STRUCTURE II _ � <br /> �1 Fire , <br /> U L# � 9 13 � Z <br /> FRAME: Size/GA Spacing SEALANT BEAD TYP - ALT <br /> 3�1/2" 18 16" TAPE, MUD&SAND SMOOTH <br /> BREAK ,3 <br /> A2.0 <br /> LEVEL 4 FINISH TYP ' 1'-0" <br /> FACING: Material Thickness ' ' 350S125-18 GALVANIZED STL <br /> RM -- -- — _ _ <br /> GWB 5/8" STUD MAX MEIGHT 12'-11" , <br /> (7.5PSF/L240) <br /> � R RM <br /> � �' <br /> NOTES: <br /> 4 <br /> -- 20'-0° _ 8'-6 1/2" , - <br /> A) NEW PARTITION WALL <br /> B) EXTENDS FROM THE CONCRETE FLOOR ', ' 24�.7 SF OF HARDSCAPE <br /> . STRUCTURE TO THE SECOND FLOOR �LOS ET ! <br /> . sTRucTUREAaovE , (116.4 EXISTING + 125.3 NEW) <br /> C) SILL TRACK TO BE ATTACHED WITH 3 <br /> . POWDER DRIVEN FASTENERS @ t24"O.C. 5/8"GYPSUM TYP ', - a � l <br /> 0 <br /> MINIMUM 3/4"EMBEDMENT <br /> � <br /> I <br /> SEALANT BEAD TYP L E C ', ' 1 <br /> Q 06/16/20 DS Responses to correction letters . <br /> w � Note Date � Author Description <br /> V <br /> � EXISTING CONCRETE STRUCTURE �_ � � <br /> - <br /> F I L E S ' O O O EXTEND HAND RAILS 1' PAST STAIR OR RAMP TYP Stamp <br /> 9 WALL TYPE ° �402 ��o . <br /> (V <br /> �` . O�A 50yA <br /> RATING � EXISTING WOOD STRUCTURE " 1 �A � <br /> 02 F�re KER RM <br /> U L# � ' <br /> FRAME: Size/GA Spacing SEALANT BEAD TYP <br /> 2x4 16" TAPE, MUD&SAND SMOOTH �j Copyright O 2019 David Sova <br /> LEVEL4FINISHTYP LEASING OFFICE MGR'S OFFICE ProjectTitle: <br /> FACING: Material Thickness - � a Camelot Apartments � <br /> GWB 5/8" 2X4 DOUG FIR STUDS : <br /> UP o <br /> NOTES: STAGGERED 2X4 BLOCKiNG 11030 Evergreen Way <br /> AT 78 AFF TYP Q <br /> A) NEW PARTITION WALL Everett, WA 98024��V�7 <br /> B) EXTENDS FROM THE CONCRETE FLOOR <br /> STRUCTURE TO THE SECOND FLOOR <br /> � <br /> . STRUCTURE ABOVE <br /> C) STAGGERED 2X4 BLOCKING - <br /> , <br /> D) PT SILL PLATE TO BE ATTACHED WITH <br /> . POWDER DRIVEN FASTENERS @ t24"O.C. 5/8"GYPSUM TYP SheetTitle: <br /> . MINIMUM 3/4"EMBEDMENT Q <br /> PT WOOD SILL PLATE <br /> Leasing Office Improvements <br /> SEALANT BEAD TYP Floor Plan <br /> � Scale: As Noted <br /> EXISTING CONCRETE STRUCTURE ' <br /> NORT�"I Drawn by: � Date: Sheet Number. <br /> � <br /> 13 ALTERNATE WALL TYPE � 4 FLOOR PLAN - CONSTRUCTION w�s � 05/19/�20 <br /> SCALE: 1/4" = 1'-0" SCALE Checked by: Job Number. A� .2 ' <br />
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