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6502 EVERGREEN WAY 2017 ENHANCED SERVICE FACILITIES Plans 2022-11-28
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6502 EVERGREEN WAY 2017 ENHANCED SERVICE FACILITIES Plans 2022-11-28
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Last modified
11/28/2022 9:13:50 AM
Creation date
12/11/2018 2:38:25 PM
Metadata
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Template:
Address Document
Street Name
EVERGREEN WAY
Street Number
6502
Tenant Name
ENHANCED SERVICE FACILITIES
Permit
B1705-014
Year
2017
Notes
16 BED ESF AND RESTURANT
Address Document Type
Plans
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� STrI��[l': <br /> PROPERTY LINE <br /> � � �AVID s � <br /> T <br /> �#4 AT312o„OC (TYP) EXISTING NEW � ���.�oF �Skj,�,���� • <br /> 1'-6"(— SLAB ON GRADE AUTO ZONE CONSTRUCTION � � ,� <br /> PER PLAN (TYP) � '� <br /> PER PLAN 10" 12" � <br /> , <br /> GAP ' .o s y Q. <br /> � 3�� CLR 33253 <br /> � �» CLR ����`�`S ONAL������ <br /> /,� /�//� � � /,��/. �/,� TYP .f,�P <br /> ` ��� i � � r��io�Ec-r : <br /> . \ <br /> (2) �5 AT TOP (TYP) �� � VERT BARS AT EARTH � <br /> `�' FACE PER SCHED � ��F FACILI 1 IES <br /> � n 8° THK CONC PIT WALL -- � <br /> � � � �� �VERT BARS AT INSIDE � <br /> #5 AT 12 OC (V) �� o �j � FACE PER SCHED � � ���AIL � <br /> � � � � o � H�OR�RTH�FABER� � � � � EVER�T� <br /> � � � �/ HORIZONTAL BARS � � <br /> � FILL VOID � � , �� AT INSIDE FACE � SHTG ON BOTH <br /> � W INSULATION ��/ "' SIDES PER ARCHT 650�1- EVERGREEN WAY �� <br /> � � �"� �' EVEEZCT�C WA 98203 � <br /> w ��/ ' � e #5 AT 12 OC (TYP) SLAB ON GRADE <br /> > STEEL GRATING BY OTHERS � 3'-0" PER PLAN � <br /> �5 AT 16" OC (H) ��_6��— STUDS AT 16" OC <br /> SUMP HOLE 18" x 18" x 18° � 426'-0° PER ARCHT � <br /> COORDINATE LOCATION � <br /> OF SUMP HOLE W/ (2) #5 x 4-0" (TYP) (E) CMU WALL � �/ � s o � g 2 x PT SILL PL W� (2) ����A T � <br /> ELEVATOR MFR TOP BARS PER � � °- ROWS OF Y2"� A.BOLTS 1 �I <br /> � FfG SCHED � y y ;����� ��� ���;� FUTURE SLAB AT 16" OC (6" EMBED) <br /> ' �! �! (BY OTHERS) i A <br /> FINISH GRADE PER � ���OCil ���� ' <br /> • �a • s • + � � � • e • • o �,, CIVIL�ARCHT <br /> F.F PER � � ARCHITECTS INC. <br /> � � o � � i� i CIVIL�ARCHT =�����;;,� �� �� -�����;��� � � <br /> BOTTOM BARS �� v (E) SLAB ON �' INSULATION . � • • � � <br /> PER FTG� SCHED � > » "' � ,� GRADE � — � � � � (3) �5 CONT °� 2QC10 - 116�CH AVCN�IE NE <br /> 1 -6 � ELEV 424.20 , -- , � • s �� �5 AT 16 � OC (V) � SCl[TE � � <br /> PER CHRIS CRAMER ` _ � � BELLEVUL-, WA 9800'� <br /> AT PAI�RICK HARRON \ _� � � 4 � � z � <br /> � � 2 x 6 CONT KEY (TYP) ,�, � <br /> - z DATED 3�23�2017� %� /��� � � TYP _ � � <br /> e`� � . � � �� � � � � � �25.637.08�( <br /> � > z � � FAX.637.1878 <br /> 1'-O(3) #15�,� (E) FTG� -- I _ , FTG DOWELS � (3) �6 CONT EQ 1'-6" EQ NOTE: <br /> � PER SCHED � 1. �2CFi17ECTURAL QRAIMN(� ARE ' <br /> �— � � � � , , -� "b" PER PLAN #5 AT 16" OC (H) ?FPE PRIME CONIRACT DRA�NGS. <br /> FIELD DETERMWE � MATCH EXIST t�M� UWDS'CAPE S"YRUCIUR�l., <br />� . � BOTTOM OF FTG ELEV //��j;!�j �//�//�//� BEARING ELEV � k�ECNAlo111CA1.. Pl.U�1�ING, - <br /> PER 8° PER PLAN, VERIFY W/ ARCHT 8" PER ����' �� Fl� <br /> PLAN PLAN 6 'b' PER P�AN FTG BARS PER SCHED PROlEC'flON� <br /> SWAL�. �E US� IN <br /> VERIF`( <br /> � CQNJUNCiION M�� ARCNiIECTU� <br /> DR�►yNNGS. �HE t�NERAL <br /> � C.�RIIRACTOR �l°IALL 1�ERIFY �D <br /> SECTION SEGTION S�CT90N � ��►� ����o�s ��� <br /> SCALE; 3/4" = 1'-0" A SCALE: 3/4" = 1 '-0" � SCALE: 3/4" = 1 '-0" � � a �A�Nq�,�I C��9 <br /> � <br /> 2� � OR �915��1� SHd4ll. �E <br /> �lED T+D IHE ARCHlTEGT �OR <br /> PROPERTY LINE �U110�1 PRIOR TO NG • <br /> FUTURE SLAB BY yNhl WORI( � FA�ICAl1pN � <br /> EXISTING NEW OTHERS 1HE I�kl(S) IN QIJESTION. <br /> AUTO ZONE CONSTRUCTION SOG PER PLAN 2a IdOT A �lJll �ZE �t/►IMNG U� . <br /> F.F PER PRINIED Old 24' x 36" SN�'T. iF <br /> 10" 12" � . �� <br /> '%%�i�' CIVIL/ARCHT �FlIS SFiEET IS NOT 24' x �� <br /> + ° ' � TN� IT IS NOT 'i�D SCALE. <br /> GAP ;��;� >�` - ---- <br /> � <br /> I � ���� <br /> 3" CLR 1" CLR <br /> (TYP) (TYP) <br /> H = HEIGHT FROM TOP OF FOOTING TO 1 � � � � <br /> � � � BOTTOM OF NEXT SUPPORT �'��ii�!% �� � � <br /> �' � �� � ------ -- <br /> � <br /> % SECTION � <br /> � • �2» <br /> � SCALE: 3�4" = 1 '-0" � � �zEvis�o��s: u,�r� . <br /> � � VERT BARS AT EARTH 3" CLR �" CLR <br /> 2 �� � o <br /> � �; � 1 � <br /> � � • • <br /> FACE PER SCHED �� NP � � <br /> t <br /> �� VERT BARS AT INSIDE PER PER �� � CI7`( UPDATES 10 13 17 <br /> �� FACE PER SCHED P�N PLAN � <br /> � HORIZONTAL BARS VERT BARS AT EARTH VERT BARS AT INSIDE <br /> � v ' AT EARTH FACE FACE PER SCHED � � FACE PER SCHED <br /> � HORIZONTAL BARS <br /> � ° WALL PER PLAN ' ° <br /> FILL VOID � � � AT INSIDE FACE HORIZONTAL BARS WALL PER PLAN � <br /> W/ INSULATION � a AT EARTH FACE � <br /> . �%` o • FUTURE SLAB o • VERT BARS FREE DWG � <br /> \ � � <br /> �� (BY OTHERS) HORIZONTAL BARS + • 0 0 PER SCHED BACK-FILL PER <br /> / F.F PER AT INSIDE FACE CIVIL/GEOTECH � <br /> (E) CMU WALL / � �'%�i�%�' CIVIL�ARCHT � . � <br /> � • • o o VERT BARS HORIZ BARS <br /> � � � � . • � <br /> PER SCHED �5 —1AT 6" OC � � PER SCHED <br /> � % vv <br /> � � � <br /> � � o • — � � � � o e 5 AT 12" OC <br /> s �, � , „ „ HORIZ BARS SLAB ON GRADE SLAB ON GRADE <br /> � 1'-6" �5 x 6 -0 AT 18 OC <br /> (E) SLAB ON � CNTRD AT WALL • � PER SCHED PER PLAN PEft PIAN � � FUTURE SLAB �� <br /> GRADE PER PLAN � <br /> ELEV 424.20' ' s 2 x 6 CONT KEY (TYP) • • F.F PER <br /> PER CHRIS CRAMER � _ - _ CIVIL/ARCHT <br /> � AT PATRICK HARRON � FTG DOWELS �%�/��/�: � o � o z� ' - - <br /> DATED 3/23/2017_ � ' /� /� �� 0 2 x 6 CONT KEY (lYP) PER SCHED � v o ,� � � <br /> 0o w � ° � <br /> ' DEZA��VN E3Y �/ <br /> > - <br /> � � � � <br /> F�G DOWELS � <br /> (E) F�G � Z z z � <br /> ,,, �� � � � CHECKED BY <br /> � PER SCHED � � FTG PER PLAN � � <br /> - � (TYP) � � <br /> FIELD QEfERMINE � > � MATCH EXIST <br /> � - <br /> BOTTOM OF FfG ELEV '//�/�j�i�j; � ;��//�//� BEARING� ELEV � � � � <br /> . • • s • • • • s s e e • s • � � PROJEC��� ��'' <br /> 6 'b' PER PLAN FTG BARS PER SCHED �� � <br /> VERIFY ���������� SET ISSUC Df\rE: �/O�/� <br /> , F7G BARS EQ EQ FTG PER PLAN EQ EQ <br /> 'b' PER PLAN PER SCHED <br /> (TYP) � . <br /> b PER PLAN 'b' PER PLAN � S�{��-�"-jITLE - � <br /> � �ECT�ON SECTION � � <br /> SCALE: 3�4" = 1 '-0" D SCALE: 3�4" = 1 '-0" E D�A�� D�A�� <br /> � 2 SCALE: 3�4" - 1 '-0" G SCALE: 3�4" - 1'-0" H � �IJND�►�tV ��; <br /> � ���� _. <br /> , <br /> 2 2 � sl-�EE-r� <br /> PSM CONSULTING ENGINEERS, INC. � <br /> � <br /> 2200 SIXTH AVENUE, SUITE 601 <br /> SEATTLE, WA 981 21 � � <br /> P: 206.622.4580 F:206.622.0422 <br /> www.psm-�ngineers.com � � <br /> O <br /> � <br />
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