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� �,�� �.55 3,60 3.�� 3.7� 3.75 � 4.8
<br /> � 193�-5�� L E G E N D
<br /> I25�.��� 25'-0° 25'-0" 25'-0" 30�.�„ 30,.�„ 31'-0" 2'_5�� �
<br /> I I � ( T/SLAB � � �
<br /> EL. 100'-0"� I I
<br /> 1
<br /> - - - - - - - - - - - -
<br /> - - - - - - - - - - - - - - - - - - - �� -I I-
<br /> � T 116'-78�� � - 2 '-1" � � ,l�
<br /> - '� �-- - - -- - - � . GENERALNOTES
<br /> - . . _. _ . . . . .. ... . . . . . . . , . ..
<br /> T/SLAB T/SLAB pN � _ - - -� 1� COORDINATE FINAL CONCRETE CURB DIMENSIONS WITH
<br /> � EL. 100'-1° EL.100'-1" �- � 4 -- ARCHITECTURAL DRAWINGS AND DETAILS ON S502-12.
<br /> T/SLAB „ I ! M� o i � r�s�a ` � � � , I 3 0 �
<br /> � � SLOPE SLAB 1/o+l-TO PROVIDE DRAINAGE TO SUMPS.
<br /> EL.100 0 _ _ _ _ _ _ _ _ _ _ EL.100-0 --- _
<br /> - - - - - - - - - - - - - - - --�
<br /> � T/SLAB � � ! I � ����� , 3� INSIDE FACE OF STUDWALL,COORDINATE WITH ARCHITECTURAL.
<br /> - -�- __ ,_,� _,_,_ -r-.-�-r-,-�- r-�--r- -�- -,- -, . -r . ---�-�- -,-
<br /> �--,---. - -r� -I -,- -_-�- - ---r �_______ _ _ r---, - -- - - •
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<br /> I ' j� I 7�_.r _ ^ � -- *- -T�-•-- - � -
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<br /> _ � � �� �
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<br /> �
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<br /> _ �
<br /> IT/SLAB � �
<br /> � EL.100'-0�� I � L - - - - - - - 2
<br /> _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J - ,
<br /> r�swa !
<br /> � I : I � � .,,� ' I I I �-o - - - a-�-��
<br /> EL. 100'-0" "� z � EL.100'-0" C � - -- - - - i � �
<br /> T/S�aB � � � -� I I �
<br /> �a r�s�aB
<br /> EL.100'-1° EL.100'-1" pN �' � I T/SLAB � ( � •
<br /> I I I � � , ( EL.100'-0" I D ❑ I I
<br /> _--- I
<br /> '"� - - - - - � M
<br /> i'I nrP �--- --- I �- �
<br /> �- - - - - - - - - - - - - - - � - - - - - - - - - - - - - - - - - ��- - - ---F - - -I - - - - - �--�- � M
<br /> ' - - - - - - - - - - - - -
<br /> � ��
<br /> 502-1 - - -
<br /> - - - - - - - - - - - - - - -
<br /> ', (�, 116-7$ - - - 2 1- -� ` - - -�- - � - - - - - -r===1
<br /> I I � � I o ❑ I
<br /> �'' I � �- - - - - � �
<br /> TI SLAB TI SLAB pN � � I I I � I
<br /> EL.100'-1" Miv z EL.100'-1" -„�- � � I I � (
<br /> � � Ti SLAB � _ ( 2 �- -- -�
<br /> - - - - - - - -I- - - - - - - - -�- - - - - - -I - - - - - - - - -I-- EL.100-0 _ - I � I .
<br /> -___-_ - - TL.SI�.4�__ �. T � � - - - - � � e. e �. � - -� 3 � � - - - - - - _ I .
<br /> EL.100'-0° �}- �l�`A�-- - �" - - - - - � K.��
<br /> � � EL,100'-0" I �
<br /> � i e (� _ - I-_ �T 1 T- � �ri 1-r ��
<br /> r - - - - -
<br /> � �/ _ I-. � �I-i � o I
<br /> � ;-�-�F,-� _� - ,_ _ _ I-� � I r- r- -� - - - -�r� -r-� --� �- -�- �
<br /> �� -r-� � r_r-r- �_ ��- � �� r��- I r
<br /> f-1-t�-.�f-t-i i � ��.-a-�f�.-,-r- r � �-�- - � �,--�il l- �-T -- - I�-l--G-l-1-�-��� � -.-T i- � I T/SLAB 3 � ( I
<br /> I ( �
<br /> � I EL.100�.��� I 0 + r - -� I I I `
<br /> - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - T �l �- � � � I I ° I
<br /> T/SLAB �'" � i � � � I I
<br /> EL. 100'-0" � I I "'� z I � I EL. 100'-0" I C I � � � �
<br /> T/SLAB ''` � T/SLAB ` � � I (
<br /> EL.100'-1N EL.100'-1" DN � � + I II -
<br /> I � o � I I `" .
<br /> � _ - � , � � - - � I M
<br /> I- - I I `� �P I � - - - - - - - � � � � I � I '
<br /> - - - - - - - - - - - - - - - - - - - - - - - - - - - - - E - - -
<br /> - - - -� - -� - I � - - - ._ _ - � CONSTRUCTION NOTES
<br /> 502-1 I
<br /> � - - - - - - - - - - - - - - � 116'-78�" - - - - - - - - - - - - - - - - - - - 2-�- - -
<br /> -�, i T/SLAB �
<br /> 4. -- - - - - ( � EL.99'-4"
<br /> TI SLAB ( ! I I I I
<br /> TI SLAB pN �„ I I �
<br /> EL.100'-1° EL, 100'-1" �-- � � I I I �
<br /> T/SLAB M� o T/SLAB � � � �
<br /> ti
<br /> - - ��- - - - - - - - - - , T .^ - - - _ ��.wo-a _ = � _ �_____._.L _ _ _ _ � - K.5
<br /> - - - - - - - - - - - - - -� � ! .
<br /> T/S�B , � /� � I ► I
<br /> - - - - - � EL.100'-0° � � / \
<br /> � _ r- ��\� _ , , . T t- r � �-t � , , � � -� , - _�-- i-r�;-� r� r- - __ � � ��� � r- [�� � �- I I � � / \ I I I �
<br /> � � _ - 7-' - , _ - �. _.-.-1-�-.-.-��1- - � C�,- �i t-l-!� -r�-r� � !I �- I �
<br /> � � � � I � TI SLAB L - - - - - -�� � (
<br /> EL.100'-Q" , � - - - - - -
<br /> � � � �
<br /> _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J - , I
<br /> _ _
<br /> _
<br /> � T/SLAB -�` I � r� r�
<br /> EL. 100'-0" `�'� z
<br /> T/SLAB , , � o l , � EL. 100T/�s�B � , , - R E F E R E N C E D RAW I N G S
<br /> � ,� ( = �'' _ J � �
<br /> EL.100-1 EL. 100'-1" DN "'� r _ _ _ �
<br /> � � .� � ._._ � � .e � � .� _... � � � I I ( � -
<br /> � H r�rP � - � I I � � I ( I IN ' I �
<br /> - - - - - - - �- - - - - - - - � 5 �t � T � - � - - � - - - - - - - - �-�� - - - -t- - -� � �
<br /> 1'-9° � 4 116'-78„ - - - I- - - � 1� -� � - - � - � I I � I '
<br /> --` � I �_
<br /> r� e � _ I I ( �
<br /> T!SLAB T/SLAB pN �... I � I � I p
<br /> EL. 100'-1" I I �� � ( EL.100'-1" I --_- ``- � I � � � /
<br /> _ _ T��c��_ _ -- - - - - � o - _ - _.._ _ _ -�. B- - - - ---�-------t=-- --f- - -�� - �� K.75
<br /> EL. 100'-0'+ EL.100'-0" �. I � �
<br /> - - - - - - - - - - - - - - - - - - - - - - - - - - -�-- = - �1 I T/SLAB \ /
<br /> � � I , � � T/SLAB � EL.100'-0" /\ I
<br /> � I I I I / \
<br /> I EL.100'-0" / �
<br /> ( � � - --- � - � _ � - - - - � � _ -} ` _ � - - _ �� _ � � � � � � I �
<br /> �� ' ' � � r��' � ' ��� - � ' r- - _-� � -t- --�----- -.- � i o o �
<br /> � � T r � ������ �. r r _ � �T r" ������ -
<br /> I TI SLAB � �
<br /> I I � � � I � EL.100'-0" �
<br /> - ' J � (
<br /> � I
<br /> T/SLAB T i _____ � - - - - - - - - - - - - - - - - - - - - - T/SLAB '"� ( ( T/SLAB "
<br /> EL, 100'-0" `r'� z � EL. 100'-0" C �>
<br /> T/SLAB � � --� _ I I � EL.99'-4°
<br /> T/SLAB
<br /> EL.100'-1" � � � � EL.100'-1" �N � � -1'- ( i �-- - -- - - - - � .
<br /> 4. - _._ .._ � - - ` � e � r. _.__ _ I - -
<br /> TYP � \ / � - - I
<br /> H � \ /
<br /> � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -�- - - - - - - - � � � � •
<br /> �/ �� (- -I �/ �� T/SLAB
<br /> (� ( �� I �
<br /> ( i // \\ ( I
<br /> EL. 100'-0" � �
<br /> - - - - - - � __-____ _. -. � .._.. �. o s _.... � ._ � / �. \ I -
<br /> _ C , ---►� i --��- � +--- � - - L � _ _ _ _ _ �
<br /> . ..:. . : . . _ ., . . � . : . . . _
<br /> . ..._ :. .. . . _ . . :._ .
<br /> , . ... . ._. .. _ ._ : . ... .
<br /> o PaF w By�q�9 FOR REFERENCE ONLY
<br /> �` �, 'ti "o
<br /> oavi �� w ' co �
<br /> P2P PANEL PAINT - LEVEL 1 - PHASE 1 � �, � �
<br /> SCALE:1/8"= 1'-0" 1S502-1c 'y W`�•brph.com Copyright o2017 ��j�,g18���\����.
<br /> Architects, EngineerstatCoWstru�ctors <`'ss�o RAL �NG�� 0' 4' 8' 16' 24' ¢
<br /> 19020 33rd Ave W,Suite 530 Certificate of Au horization NA� �
<br /> Lynnwood,Washington,98036 Architecture No.603235512 " - ' " �ii
<br /> 425-921-3500 David P. Balawajder 1 /8 - 1 -0
<br /> 0
<br /> Engineering No.3137 WA PE 28184 �
<br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE a,
<br /> oF wasy, ACCEPTABILITY CLP 05 17 16 0
<br /> o ISSUE FOR CONSTRUCTION c�P AHM ,��2��,5 �P�� N�ro THIS DESIGN AND/OR �HE� E N LARG E D TOOLI N G PLAN W2548317 4 05/17/16 \
<br /> y y SPECIFICATION IS APPROVED AHM 05 17 16 SHEET "�
<br /> 1 REVISION - RELEASE 34 (PANEL PAINT) CLP AHM O�/��J/�C) � BRPHARCHITECTS TITLE �
<br /> BOE,�� ENciNEERsiNc. APPROVED BY DEPT. DATE DPB O5 17 16 BOEING 777X CWC BUILDING .-
<br /> 2 REVISION - RELEASE 38 (PANEL PAINT) CLP AHM 03f 08/16 S 5 02 � c
<br /> N0.3137 CHECKED �
<br /> U
<br /> _ � F, �. BUILDING40-058 Y
<br /> 3 REVISION - RELEASE 39 (PANEL PAINT) CLP AHM 03/22/16 '
<br /> �r� o APPROVED JOB N0. COMP N0. �
<br /> 4 REVISION - RELEASE 43 (PANEL PAINT� CLP AHM OrJ/�7/�B c9rF OF pUTH��\�P APPROVED ow� No.
<br /> �
<br /> STRUCTURAL MASTER EVERETT, WA 40-058-S502-1c
<br />
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