Laserfiche WebLink
� � � <br /> � �� ���� ����, � �5 <br /> �ARCH �TECTIIRE & PLANtd' � �4G �Lc <br /> 149'-0" <br /> 1 2 3 4 4.9 5 6 6.1 6.4 7 8 2124 THIRD AVENUE, SUITE 200 � <br /> 18'-6" 28'-3 1/2" 18'-3" 14'-11 1/4" 19'-3 1/2"� ' 3 4" 9'-0" 19'-8" 19'-3 3/4" SEATTLE, WA 98121 <br /> , „ 1 � <br /> 46-9 1/2 206-448-7580 j-arch.com <br /> 4'-2" Q I <br /> � � � <br /> I I I I I I I I <br /> '-4" i i i <br /> � EGtSTERED <br /> 9'-2 3/4" 6'-11" " 44'-7° _.__� 21'-4 3/4" RCHiTECT <br /> , 6, <br /> � i � � I, 19'-3 3/4" I, <br /> Jp o p pp — - — - — - — - — - — - •— - — - J <br /> I ' H! P JOHNSO <br /> 0 0 � <br /> � � , <br /> � ��'� � � o ' � � I I � STATE ASWINGTON <br /> � � /X� w — — — — — — — — I — � � � / i i i I i i i � ��,,, . <br /> co <br /> _ \ /� � � � . / p I I I I � - <br /> � � I \ � � � I �y I I � I I I . � � <br /> M \ � `- � � M <br /> N � � pp I I 1 I � � N � � <br /> \ <br /> � � / � ��7.24�'� � � � _�� <br /> � i � � BELOW SLAB UCT � i i i i i � <br /> � � PER MECHANI AL DRAWINGS � � � �b � �� <br /> � ` ; i � i i �� � <br /> � I �, / i i � i i i i i � <br /> � � � �`�� i ; � �`''' � � �b � . RE,AL ES�I�TE <br /> � i � � � � � � <br /> H - — - — - — - — - — - — - — - — - — - � - I— � — - — - - — - — �—� - — - — - - — - — - — - t - — - — - — - — - — - — - T H <br /> - -- - - - - - - - — I - - - - - - - - --- - <br /> i I I ,' / � i i i i i <br /> � � I � / / � i � 1�b . <br /> �r � � � � � ' � <br /> � � � , � �18'-3" 4'-7 3/4" I 31'-10 1/4" � � � � <br /> � \ � � ii i <br /> � � � � � � <br /> � � i i i i i <br /> 108.76 j � �, � I� <br /> � � I � � � SLOPE 6.5% � � SLOPE 6.�35% � � <br /> � � � � — � ' - I I o � <br /> , <br /> � � � , � i i a � <br /> N � I J 107.24 ', i ' i � 106.01'; � N <br /> � __ <br /> � I ii i I <br /> i � � i i I i i i � <br /> � � .�Q�� i i i I ' <br /> i I � 11'-1/4" i i i i <br /> a <br /> �/ I � � ' CONCRETE STAIR ON GRMD� I <br /> � a _ a m a � � i � �t it <br /> G — - — - — - — - — - - — - - — - — - — 1, -- _ — - - — - G <br /> / a a � � T - , � v� �r <br /> � � '� � � � � Q � � �b !!1 <br /> I � � 1 b � �b <br /> � <br /> i i � � � i � <br /> � i � - <br /> 0 <br /> � <br /> i o i i i i i eo <br /> � o � <br /> o - W 17'-2 1/4�� i i i � � o o . <br /> � o i d i / // i i i W r- i � <br /> � <br /> N N � 102.96�_,, � I I I � � N <br /> cn � � N � <br /> i � � � � i � i a <br /> 3'-6 <br /> ° - - - - - - --�-- - - - - - - -} - - - - - - - - — - -- - - - - - - - - - - - - - F <br /> a ` �� 17'-8" 7'-2 1/2" � � � � � <br /> = , � SUMP PIT � <br /> 1 b , � 1_0__1.42" ° '97.95', � ° PER MANUFA TURER � <br /> ao � <br /> 1 ° ii i <br /> I 1Q <br /> 3'-4" i <br /> / <br /> E ' - — - — - — - - — - — - -- — — - - - - — - —'� — - — ' ' - — - — - - E <br /> � _ . � - - - �� - - - - - - � - - - - - - - - — - - - - - - - — - <br /> � � � ,; � �b <br /> � _ 3° 4'-11 1/4"' i Q � D.9 . <br /> i M � � � � � � 1Qb <br /> � � <br /> I ' 19'-2" 8'-10" 7'-0" � � � <br /> � i ! i � I � � <br /> I � � � <br /> i i i i � i i <br /> ; o <br /> I � <br /> ` � � � <br /> N i ° <br /> � � '101,42_" � i � � i � T <br /> - <br /> � ii i � <br /> �' � � i 102.96—' i � 104.20''' ' N <br /> I <br /> �' ' � � i <br /> i � <br /> � <br /> i i i I � � i . <br /> � � SLOPE b.5 % � � SLOPE �.5 % � � <br /> � i , , � 1Qb PERMIT REVISION 10/10/2019 <br /> ii i <br /> I 1 PERMIT REVISION 9/16/2019 <br /> � ; II <br /> - -a -��- - -a- - - -- - - - - - - - - - - - - - - - � - - - - - - <br /> � D - — - — - — — - — - — — - —,r — - — - — - — ,- - — - - — - — - — - — - — — - — - — - — - - D PROJECT NO: 2018.12 <br /> U� � Qb Q , i � � i i � <br /> � �. � d. DATE: 06/20/2019 <br /> B.5 - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — ' — - — - — - — - — - — - — — - - — - — - — - — - — - — - — - — - — - — - — - — - — - — - B.5 <br /> � - - — - — - — - — - <br /> � i i ; i t � � � DRAWN BY: JH, JO, MV, EL <br /> N I I 11 I N <br /> � � <br /> APPROVAL: JO, SJ <br /> Q � i i i i i i , � <br /> ¢� B � - — - — - — - — - — - — - — - - — - — - — - — - — - — - — - - — � — - — - — - — - — - — — - —�� — - — - — - — - — �- - — - — + — - — - — - — - — - � - — - — - — - - - � g . <br /> � ' i i i <br /> O - ' - <br /> � � � � � � arquee <br /> �, � � � � � � <br /> � A � a � � � A A artments <br /> � � � � � � o � � � p <br /> N <br /> L , , , PHASE 1 <br /> � I � � �_� +� _ �g�_ �. � $�_o�� � � CONCRETE STRUCTURAL <br /> � 23 0 7 5 1/2 0 <br /> � " ' PERMIT <br /> � �' 1' 8 3 4" . <br /> m 18'-6" 28'-3 1/2" 18'-3" 16'-10 1/4" � 9'-7 1/2" 7'-3 1/4" 9'-0" 19'-8" 19'-3 3/4" 2721 Wetmore Ave. e <br /> � <br /> � 1 2 3 4 4.9 5 5.3 6 6.1 6.4 7 8 Everett, WA 98201 <br /> � 149'-0„ <br /> U <br /> .� SLAB PLAN- PARKI NG <br /> U <br /> L <br /> �`� LEVEL 2 <br /> � a <br /> � M <br /> �^' <br /> W � <br /> � � <br /> � � PERMIT <br /> L � <br /> .� � S I a b P La n P L-2 SHEET NO: • <br /> L � � SCALE: 1/8" = 1'-0" o a' s' �6' <br /> °' � A2 . Oa <br /> � G <br /> N <br /> a <br /> Q� � <br /> (n U <br /> � U <br /> N <br /> C <br /> O <br /> m U <br /> � <br />