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<br /> TYPICAL VERT. WALL a O e } ¢ W g 110110th Avenue NE suite 550
<br /> s �a e ; U � z TYPICAL VERT. WALL -0 °a a � F- � � Bellevue,WA98004
<br /> REINF OR CIN G, S E E PLAN - - �` °- Q - REINF OR CIN G, SEE P L A N � � - ` � � 1. For s truc tural desi n no tes, see shee t S 0.0 2 t hru S 0.0 6.
<br /> - , - ._ _ � � � -. SLAB TOP REINFORCING, g
<br /> . a_�; a�. . ":'; a. � � S E L 2. Architectural backgrounds are shown for reference only. �coNsu�TnNr'SLOGOANDADDRESS)
<br /> °: - - Q o 24 The dimensions shown apply to structural elements only.
<br /> � .o a.°a_, J , ,� a:°e ; � � #5x24"�SLAB DOWELS `�����
<br /> - . Q � DOWELS TO MATCH - � AT 12" OC. EXCEPT AT 5 For dimensions not shown, see architect of record submittal.
<br /> � � AND LAP VERT. WALL a °� `� Q `�' � � �- � � � � ��� � n �
<br /> . ° �; ..�a � �* , . . -, -,.�v � w 3RD FLOOR SPACE
<br /> DOWELS TO MATCH q ;a - : J � REINFORCING q ;a - : z w „ 3. Contractor shall field verify existing structural conditions. If any 201 N. Maple Grove Ste. 100
<br /> DOWELS AT 9 OC. aoisE i�AHo ss7o4
<br /> AND LAP VERT. WALL ° . .° a � � W ; e� O � discrepancies are found, contractor shall contact the architect Phone (208) 342-7168
<br /> R E I N F O R C I N G a 9 z w � � z and structural en gineer before performin g alteration work. �E�06# �54�s�.00
<br /> -_ a-4-: p cr� � CONCRETE SLAB .
<br /> ` N U SLAB TOP REINFORCING � A��sTR��T���oETA�t�USEDONTHIS
<br /> PLAN ARE COPVRIGHT U OF LOCHSA
<br /> _ _ ' - � z ` ' _ ; ' _ � ° 6 ° 4. For structural steel typical details See SheetS S5.2� thrU S5.23. ENGINEERINGOFIDAHOINERE-USEOF
<br /> O J O F s d •a � a �e - ' ANY DETAILS AND CONCEPTS IS NOT
<br /> � d a a ACCEPTABLE WITHOUT WRITiEN CONSENT
<br /> = U °y Q �-�- 24�� °a_ .. a ', OF LOCHSA ENGINEERING OF IDAHO.
<br /> '- : °' � '- : °' U z a � � 5. For structural concrete typical details, see sheets S5.01
<br /> a O �< w W #5x24"(—SLAB DOWELS aa � ` °s ° .; � -8 � a . d thru S5.04.
<br /> . Q �-. SLAB TOP REINFORCING a � A T 1 2" O C. . a � P M� H F N
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<br /> ,a tl � � CONCRETE SLAB � �` CONCRETE SLAB tl• . a • 6. For structural wood typical details, see sheet S5.31. P� �T
<br /> , _ �., a =. � �
<br /> a e . TOP OF 2ND FLOOR SLAB �_� .a .-� $�o a ° � � �
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<br /> � . PROVIDE 1 SLAB BOTTOM 7. Concrete columns are called out on foundation or level of origin plans. -
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<br /> TOP OF 2ND FLOOR SLAB ; � � - � - , - - - HOOKS TYPICAL
<br /> � a � a - a Q a a a REINFORCING, SEE PLAN
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<br /> _< .4 , a PROVIDE 180 .�- , � - a .a �a .-a, : 8. For structural bearing wall construction, see plans. �
<br /> A �.:o � -4 .�;e HOOK TYPICAL Q , J C.� SPECIAL HORIZ. WALL Coordinate location with plans and architectural. ,�� �T�R�� EN��� �
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<br /> .°, _. Qa.., .°d. a,a <. � . _ a. . . - ., � ,. � ` a a U REINFORCING WHERE s G
<br /> � SLAB BOTTOM REQUIRED, SEE ` � OR 5 05-29-1
<br /> REINFORCING ° - . � � � 9. For interior and e�cterior wall finishes, see architectural. ExP.o,�o��20�
<br /> _ .d • ' ` ` i Q I�j � 54.03 .` S4.03
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<br /> SHORE CONCRETE � �U °- � . -,. �. i CONCRETE COLUMN REINFORCING WITH ° � p W 10. Coordinate all water proofing measures with architect. coPVR��Hr c�zoo5, A��R�cHrsRESERVEo
<br /> S L A B U N T I L W A L L H A S SLAB BOTTOM _ Q _ � BEYOND 1 8 0° H O O K A T T O P - � �� � °
<br /> REACHED FULL REINFORCING � W � ,,- °`, ; � ~ _ � SUBMITTAL/REVISIONS
<br /> STRENGTH �, � o.�._ �`°.`,� � TYPICAL VERTICAL # DATE DESCRIPTION
<br /> WALL REINFORCING
<br /> CONCRETE WALL a �. �.$ ,• � 4 04/20/18 ADDENDA#4
<br /> ' 5 05/29/18 ADDENDA#5
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<br /> NOTES: NOTES:
<br /> 1. Post-tensioning were required not shown for clarity. SHORE UNTIL CONCRETE 1. Post-tensioning were required not shown for clarity.
<br /> WALL ABOVE 2ND LEVEL NOTES:
<br /> HAS REACH FULL STRENGTH 1. Post-tensioning were required not shown for clarity.
<br /> CONCRETE WALL AT SLAB � CONCRETE WALL AT SLAB 2 CONCRETE SLAB AT WALL 3
<br /> 3/4" = 1'-0" 3/4" = 1'-0" 3/4" = 1'-0"
<br /> CONCRETE WALL
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<br /> ° CONCRETE < - - - _ � 90 DEGREE a M
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<br /> 1. Post-tensioning were required not shown for clarity. WALL ULL LENGTH OF o W
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<br /> CONCRETE WALL AND SLAB AT SLAB THICKNESS TRANSITION AT 1. Post-tensioning were required not shown forclarity. CONCRETE WALL AT CONCRETE o w
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