2320 106TH ST SW 2015 Plans 2022-12-02

-� � �'� � � � � � � A B C D E N,M N � 4 I I I v;"''"' � _.. �..__. i i � i 3 " , „ , " „ , ' » � 24'-11Y2„ 24'-11Y2„ � 24'-11Y2" 24'-11Y2" � 24'-11Y2" 7/a 24 -4 24 -1 1Y2 'h JT. 24 -1 1Y2" 24 -1 1Y2 TYP. ' � 9'-11%4,� 5>_�� 9'-11%4" 9'-11 4>, 5,_p.. 9'-11 4�� 9'-113/4�� 5�_�� g'-113/4„ 9'-113/4„ 5�_��, 9'-113/4,> � � � z '� o �� �n ` w � � . a zo o � --�' Q i z W Z PER PLAN PER PLAN [PER PLAN] [PER PLAN] [PER PLAN] [PER PLAN] [PER PLAN] [PER PLAN] [PER PLAN] P P � € W W o � � 2-#4 C O N T. � � 2- 4 C O N T. � [ E R L A N] 2-#4 C O N T. 2-#4 C O N T. 2-#4 CONT. � �.�'o A T T O P O F A T O P O F o W;� AT TOP OF AT TOP OF AT TOP OF � WALL z --WA L � � WALL � WALL � WALL - � � _ _ - � N N � x N � � F ___ . . . .. __ '___._-___._ � N � ---__-_-_ � m � � � ___ ___ '_ ___'_'_____ __ ________ _____ ___._-_-_ __ _.' __- _-________-______� _. ._---_-_ ___-_�-___- �__ __________ ________ --___ _-__--- ___ __ -_- - _ _ -- - a o : �24_-0" CONT. L PER CONT. L CONT. L PER x2'-6" 4x2'-6" DIAG. (TYP.) N Y SECT. A-5.0 # PER SECT. SECT. B-5.0 U.O.N. 0 DIAG. TYP. A-5.0 3-#5 3-#5 � � � � � � 9"o.c. � � 9"o.c. #5 VERT. M c c � � #5 VERT. 18'-0" C� 14"o.c. (6 TOTAL) (6 TOTAL) C� 14"o.c. � � REINFORCING & REINFORCING & � o � �� U M � 4-TYPE 'C' 4-TYPE 'A' #� 4-TYPE 'A' #4 HORIZ. #� 4-TYPE 'A' #4 HORIZ. 4-TYPE 'A' P�RNPANE�LNQ3 P�RNPANE�LN�5 �v o CONN. CONN. CONN. � 12"o.c. CONN. � 12 o.c. CONN. � � � o 12'-0" #5 VERT. 3-#5 E.F. 4-TYPE 'A' � 14"o.c. � 9"o.c. CONN. REINFORCING & N � N REINFORCING & � � � (6 TOTAL) #5 VERT. BAL. OF CONN.'s CONNECTION� �° � � � � o � o �. #4 HORIZ. #5 VERT. #4x2'-6" C�? 14"o.c. P E R P A N E L 0 4 P E R P A N E L Q � �� o � � � �n � N � -__ 6'-0„ � 12"o.c. C�? 14 o.c. DIAG. TYP. R � 2- 5 E.F. #4 HORIZ. y�+4 ,,y�.�,y�� ` #4 HORIZ. C� �2"o.c. � 12"o.c. s � 12"o.c. (4 TOTAL) CONC. SLAB � � - n_ PER PLAN ��5 ,��yh� 0'-0" p'-p" 00 � # PER PLAN � � PANEL 36 =111,;,Ili- #3 TIES � � 6"o.c. � � o � L � o � � � 3-#5 E.F. PANEL 10 � E W �� o �p � (6 T O T A L) a � W �°' � � N� �. � � E-� U 1 �--a o� � m � � z C7 ti�.��' � �� � � T 2�-93�4n 3'-4" 18'-g3/�. 2'-9%" 3'-4" 18'-9%a�� o w �� o � � � R.O. R.O. w r � a�� a � � 0.� � oE � I i� Z �o, 1 2 3 4 i � ��' � �� 5 6 7 8 ; �� g �� o N = 3 � � - � �(I�� . o a� � °' � �_ � � � � ' 1�4 i n W d' � � .- , �A�E� � ; o= � .N � P ., � N.�a � � `: QQ � a PARTIAL EAST P . C . WALL E LEVATI 0 N AT G R I D 4 pER��RN � SEE » 3 „ �� fi R�N � D�Ap � . (7Y4 THICK w//4 MAX. REVEALS) )MA� � 3�6. z � Q SEEA�� �� 0 � �/6� � �J� 3 �� p z �� o � c 4 6" RETURN FOR PANEL OPENINGS ' U E— , WITH DETAILS 2 f 6.0 8c 3 f 6.0 E— C� 24'-11Y2' ( 24'-11Y2,> 24'-4" 7/4 Q W z , 13�-113�4�� 20 -1 1/s' 27'-1 1Y2„ 27'-1 1Y2" 14'-1 1�'2„ 19'-1 1Y2„ � W = � 3 „ 23'-1 1/4,> , 5 �+- z 9'-1 13/4" 5'-0" 9�-� �3/4" g�-� �3�4�� 5'-0" 9�-4y4�� COORDINATE THE ELEV. 1'-11%n 'J � � Q OF G-5.0 & P-5.0 1'-11%4" g'-0" 9'-11%4" 9'-11%4" �p'-0" 7'-11%4" 10'-0" 10'-0° 5'-11%4" 3'-11%4" 10'-0" 11/4�� 8'-11%4" 9'-0" 1'-11 4„ .� � �--- EMBEDS (OPP. FACE) � _J � � WITH ROOF PLAN (TYP.) _ � i � [PER PLAN] i #4 VERT. � � [PE� PLAN] � � � � �� I— 1 C�? 18"o.c. � � #4 VERT. C�? � � � W [PER PLAN] #4 VERT. � I ABOVE & I18 o.c. ABOVE I dPER PLAN] I -�}�— [PER PLAN] � 18"o.c. ABOV� � i BELOW OPNG �PER PLAN �& BELOW i 3 � `^ � N� [PER PLAN] [PER PLAN] [PER PLAN] #4 VERT. C� � � � -#4 CO T. 18"o.c. ABOVE & 2-#4 CONT. & BELOW OP G. #4 CONT. AT 2-#4 CONT. #4 CONT. ATI OPENING [PER PLAN] �V w T TOP F BELOW OPENING AT TOP OF TOP STUD AT TOP OF TOP STUD 01� I - I Z O W _ � OF EMBED � WALL EMBED � 2 #4 CONT. I I `N � � �N ALL � � WALL z i I � i i �� AT TOP OF � � i. =N U r� ' � � � � � -- - � -- ----------- _ - - -- ---- z --- - - - - - -------- - ------------------ _ - - --- -- -------- --- -- _ -- ---- ---- --- — - ---------- - ----- --- N __ --_'____ ____- _--_'__ _ _ -_--_- _____-_ CONT. L PER 24'-0" 4 HORIZ. P-5.0 G- . G-5.0 '� � i i SECT. A-5.0 # , 25'-0" � OPP. OPP. � OPP. � OPP. i i � � 12'o.c. #4 CONT. AT Q � #4x2'-6" � 3-�5 FACE � FACE � � FACE , � � FACE \ , \ TOP STUD W ,n I I � �� 1� �� (;L�� L i� (��_�� L-�i� �� i�LJ� �� I I� � I �� OF EMBED � t�l DIAG. (TYP.) � 9 °•�• 20'-0" �� CONT. L PER G-5.0 � P-5.0 � I"' N (6 TOTAL) 4 , >� , �, 18 -0 x2 -6 SECT. B-5.0 OPP. OPP. Q � 3_#5 DIAG. (TYP.) #4 HORIZ. FACE FACE CONNECTIONS - Q " (TYP.) THIS ELEV. BAL. OF REINF. #4 HORIZ. � PER PANEL 1 � ' ' ' ' ' ' 4 HORIZ. � � 12 o.c. � & CONNECTIONS 12"o.c. ABOVE & � U � 4-TYPE A #7 4-TYPE C 5-TYPE A # 5-T Y P E A A B O V E & 5-TYPE A' BAL. OF REINF. � 9"o.c. 1 2"o.c. A B O V E � � C O N N. 5-T Y P E 'A' C O N N_ (6 TOTAL) C O N N. #7 15'- " CONN. CONN. BELOW OPNG. PER PANEL 15 CONN. BELOW OPNG. & CONNECTIONS O v & BELOW OPNG. � 12'-0" PER PANEL 14 N REINFORCWG & REINFORCING & U� � CONNECTIONS BAL. OF CONN.'s #5 VERT. � �_�» UJ � ` � PER PANEL�4 PER PANEL 03 � 14"o.c. #5 VERT. #� #� #� �f �` a � 12"o.c. (Lll #7 # 2> 6» � 6. `l �- Q � � � #4 HORIZ. 6'-0" �y #4 � �� DIA _ � � 12 o.c. 5'-0" DIAG. #4 _ � 4 HORIZ. w ~ � �0"o.c. #3 IES (�P.) 2 2 DIAG. P.) 2 � 12"o.c. U � � � � � � � � � � � (8 TOTAL) � 6"o.c. � � � 0'-0" . P• PP. 2 PP. PP. PP. P. �5 12Eo c W W u�`'i � #7 OPP. #7 OP � J 3 00 � #3 TIES 3 TIES #3 TIES #3 TIES J �' � � =111,�,��i (PER PLAN) � 6 o.c. � 6"o.c. � 6"o.c. � 6"o.c. W W � 0 3 TIES w PANEL 9 111=11i- -i11=111- -11=11i� 4-#6 E.F. 4-#6 E.F. # „ 6-#6 E.F. 4-#6 E.F. � � , -�11,�,111 � � w � ��- �� (8 TOTAL) (8 TOTAL) � 6 o.c. (�2 TOTAL) (8 TOTAL ) a PANEL 13 3-#5 E.F. 4-#6 E.F. 4-#6 E.F. (n I 8 TOTAL z W w � (6 TOTAL) ) (8 TOTAL) ° 3 PANEL 12 PANEL 20 O (� U � � � 2'-9%4° 3'-4" 18'-9/4" 11 '-0" 10'-0" 3'-4" 9'-0" 9'-0" 4'-0" 9'-0" 9'-0" 4'-0" 9'-0" 9'-0" 9'-0" 3'-4" 1'-9%" W .. R.O. ' 3 " R.O. � n 3 � � 3 „ � 3 „ � 3 � 3 � 3 � 3 „ 3 » �� R.O. ~ Z Q 2 -11/ 2 -10 2'-11/4 2 -11/ 2 -11/4 2 -11/ 2'-11/' 2�-��/4L -11/4 2'-11/ 2'-10 Q � � J � 2'-9%a" � o � 10 11 12 J � Q "' 3 o w � 13 14 15 16 17 18 19 W sheet � PARTIAL EAST P . C . WALL Q : � � ELEVATION AT GRID 4 SOUTH P . C . WALL ELEVATION AT GRID G � . � �� 3 �� 7Y4" TH I C K w 3/4" MAX. R EVEALS U o (7Y4 THICK w//4 MAX. REVEALS) � � � � 9 OF 10 � � � M � Y