|
_ _ --_
<br /> _ __ _ _ - _ ___ _ --- _ _.__ __ __ _
<br /> � � . � _.
<br /> ' o .
<br /> > .
<br /> �d .
<br /> � TYPICAL CMU WALL REINFORCEMENT � �
<br />_ Y
<br /> i '1 ` �,
<br /> U
<br /> � WALL VERT N4RMAL �iORIZ HORIZ REIt�F AT �
<br /> , S?EP SYMBOL LOW SIDE OF STEP (2) #5 HORIZ MIN AT T&B OF' EA
<br /> 1'HICKNESS REINF'ORCEMENT REINFORCEMENT VERT SHEAR REINF z
<br /> ON PLAN 4PENiNG. EXTEND BARS 24" MIN . `�
<br /> MATCH FOOTING B�T REINF PAST OPENING, S�E TYP LINTEL
<br /> � DETAFL 8" #5 � 32" OC t2) �4 � 48" OC (�> #6 � 48" OC
<br /> PROVIDE BOND BEAM -- MiN VERT REINF IN
<br /> AT TOP OF WALL �� GROUTEO CELL.S. SEE TYP
<br /> _ � CMU WAi_.L REFNF �
<br /> ° ° ° � � 8" MASONRY SHEAR WA�L SCNEDULE scH��u�.� � .
<br /> Z
<br /> � ` N � WALL. REINF LINTEL. SEE TYP LINTEL a
<br /> WALL ID VERT REiNF AT REMARKS DETAIL
<br /> x � VERT REINF HORIZ REINF �ND OF WALL ADD VERT BAR �
<br /> AT CORNERS AT OPENINGS, AI.IGN BOND o
<br /> = AND AT WALL
<br /> . �T-- � y �-�.- MSW-1 #5 � 24" OC (2) #4 � 48" �C (3> #5 6t 8" OC B�AMS W/ LIN7EL AT T4P
<br /> ENDS, TYP OF 4PENING WHERE
<br /> c� � o 0 0 �
<br /> PRA
<br /> F-- c�
<br /> � �
<br /> � vn��v� n� v �
<br /> ADD V�RT BAR TYP HORIZ REINF SHAL.L
<br /> � SEE STRUCTURAL �Y AT EA SIDE OF BE BOND BEAMS et 48". OC
<br /> ' OVER ' OPNG, l'YP MAX. W/ REINF .PER .TYP
<br /> NOTES FOR C WALl. REINF SCHEDU�.E
<br /> 0 0 0 .
<br /> , -- 6/FTG �'
<br /> �, „ ,,,,a . �, .,a,,,,a , A, „�,�„A PER PLAN � TOP OF SLAB OR NOTES�
<br /> . �- FOUNDATION. DOWELS �
<br /> SHAl.L MATCH VERTICAl._ �� THI5. DETAIL PROVIDES MiNIMUM REINFORCEMENT, UNO.
<br /> MORE STRINGENT SPECIFIC DETAILS .SHALL TAKE �
<br /> H (MIN) 0.5 H � _ {TYP) WALL REINF PRECEDENCE OVER THESE MINIMlJMS, a
<br /> 2. THIS DETAIL APPLFES FOR RUNNING BOND �NLY. �
<br /> ' NOTES� 3. SEE STRUCTURAE. NOTES FOR ADDITIONAi,. z o
<br /> � 1.5 H FTG THICK 1. F007ING DOWELS SHALL MATCH WALL REINFORCING. I N�O R M A T I O N.
<br /> 2. SEE DETAiL L/Ci16 FOR WAI..L REINFORCING AT CORNERS. 4. MINIMUM BAR AND DtJWEL LAP LENGTHS T4 BE 48db �
<br /> (MIN3 (MIN) 3. ALL WALLS SHAl.L BE SOLID GROUTED. ELEVATION (2'-0" MIN), UNO. � � �
<br /> 4. �'HIS SCH��UL.E ONLY APPLIES WNERE AN MSW-# iS INDICAT�D ON PLAN. .
<br /> . NO SCALE p � �
<br /> TYPICAL STEPPED F' 40TING DE
<br /> TAIL NO SCALE Q MASONRY SHEAR WA�L SCHEDULE NO SCAL.E � TYPICAL CMU WALL RE�INF �RCEMENT
<br /> , � w
<br /> . w�..z aBov� �
<br /> /�cwHERE occu�s�
<br /> � �� �
<br /> ' I � M�N (2�5 (SEE N4TEEQ'D1, `�'
<br /> 1 1 �
<br /> � USE BOND BEAM 1
<br /> BI.00K AT T4P . • � : � �
<br /> REINF �ENSION COMPRESSION RETNF ONLY � ,
<br /> STTRRUPS EXTENO ABOVE
<br /> - RT � �
<br /> SIZE . cRa�E so GRADE 60 AND LAP 2 0 MIN W/ VE `�
<br /> REIi�F WHERE POSSIBLE OR CMU LINTE� BEAM SCHEDULE a .
<br /> a �
<br /> �� 1e ^ HOOK 90 AT TOP BARS. "
<br /> # �g PROVID� 90� HOOKS AT � a
<br /> , 4 24 � BOTTOM BARS M,qRK DEPTH B�S ��S STIRRUPS REMARKS � � � � • � � � � �
<br /> �
<br /> #5 30" 23" SOLID GROUT ALL CELLS r-
<br /> OF LiNTEL OVER =
<br /> # ►� 27�� OPENI{VG, TYP � L1 24" (2) #5 (2> #g #4 � 24" 4`-0" MAX SPAN � W x
<br /> . 6 36 � � �
<br /> „ �� � USE LINTEI� BLOCKS AT 1�2 36" (�> #g ��} #5 #4 � 16" 8'-�" MAX SPAN �
<br /> # 2 32 � �v °�.-
<br /> 7 4 BOT'TOM, DO NOT USE BOND
<br /> � BEAM BLOCKS � - • 3 .
<br /> #8 48" 36" • • � � m ,
<br /> . �
<br /> #9 54� 4i" ao-rTOM B�s M�N c2� � AT INTERSECTION AT END ; o
<br /> #5 �XTEND 44db OR
<br /> 2 0 M I N P A S T E D G E Z A T C O R N E R
<br /> � OF OPNG, TYP NOMINAL n- a Z
<br />- - �x�e�c � � SINGLE LAYER REINFORCING
<br /> � SECTION o� �g 8l
<br /> NOTES�
<br /> 1. TENSION DEVELOPMENT AND SPLICING SHAl.L BE USED UNLESS COMPRESSiON IS SPECiFICALL.Y S��
<br /> �5�,��,D � ly��o�,�
<br /> � NOTED �N DRAWINGS. NOTE�
<br /> 2. REINFORCING MAY BE GONSIQEREt3 SPLICED WHEN PLACED IN ADJACENT GROUTED CELLS. �� TOP BARS SHALL RUN CONTINUOUS OVER OPENINGS L�SS THAN 4`�0"�APART. LAP BARS AT � � 2 � .
<br /> H O W E V E R, E V E N I� I N T H E S A M E C E L L, A N Y T I M E R E I N F O R C I N G I S N O T I N C O N T A C T, S P L T C E MID-SPAN 4F 4PENIN G W H E R E R E Q U I R E D. E X T£N D B A R S 4 0 d b O R 2 -0 M I N P A S T E p G E 0� ,
<br /> L.ENGTH SHALL BE INCREASED BY 30`.. LAST OPENiNG AND THEN LAP WITH WAI.� BOND BEAM BARS.
<br /> 3. M A X I M U M G R O U T L I F T I S 5'-�".
<br /> A Q' �4
<br /> o '��r Oo3s475 t�a��' w
<br /> �' rUrrn i. i:�� 1�
<br /> — P AN H SIa,�AL �.�� �,�
<br /> � ����-j�-o�� M U L I N T E L B E AM N4 SCALE G T Y P I C AL C M U W AL L R E I N F L No S��E �
<br />- . C M U L A P A N D D E V E L O P E N T E T Y P I C A L C �`
<br /> , � � SNOHOMISH COUNTY
<br /> . o �
<br /> ' <2) �/$"� AB e� �A ANGC.E
<br /> ' IN BOTT4M 0� VERT PUBLIC UTILnY QI5TRICT N4 1
<br /> #5 V�RT LONG SLOTTED HOLE
<br /> : WO 354Q4fi � -
<br /> BIDDER DESIGNED TRUSS NO MORTOR IN CONl'ROL JOINT. SHEAR WALL WHERE .
<br /> BOTTOM CHORD FILL Wt COMPRESSIB�E MATERIAL TYP VERT REINF OCCURS AT SIM (4) #10 SCREW s� 3"
<br /> - y�8 PER B/C116 2" OC 8i EA BENT PL TASK
<br /> �/s _ _ _ _ TYP
<br /> � 3/�"t�x2'-0" SMDOTH D�WELS � _ _ _ _ - SCALE AS NOTEO
<br /> . 1fi" OC GREASE ONE END
<br /> ..._ _ ._.. _ _ _ _ _ _ _ _ _ _ _. _ _ I 1 ._:_ � OFTR KPF�/DMD
<br /> ._ ._.,._...._— _ � L6x4x5/16 (l�LV)
<br /> 1 I � t� 4�� EMBED
<br /> ' - - - - - - - - - - TYP BOND BEAM CNKR LDS
<br /> s
<br /> _ � �/4" BENT PL AT �ACH TRUSS � � � • 3�_g�� � ENGR JPB
<br /> �, HORIZ REINF �
<br /> � U N APVD S ,
<br /> •
<br /> �� � ��
<br /> BOND BEAM AQDEO VERTICAL BAR � WALL VERT REINF AT END OF WALI., PROVIDE #6 _
<br /> ENDS LARGER NUMBER OF .BARS PER B OR et 24 OC �
<br /> �T D/C116 WH�RE ADJACEN7 WALLS HAVE DATE /0(2a��� �
<br /> CONT. BEAD SEAL , STD HOOK UP OR DOWN, TYP DIF�'ERENT REINF. EQUAI.�Y
<br /> <
<br />- H�RIZ REINF �YP. EA. FACE pISTRIBUTE BARS EA SID� OF CORIVER
<br /> (4NE VERT PER CE�L) NOTE� p
<br /> SEE TYPICAL CMU WALL REINFORCEMENT SCHEDULE FOR REINF'ORCING SIZE %
<br /> TYP HORiZ REINF SPACING, UNO. �
<br /> � . PLAN VIEW w�R B oR �ic�1s � BEVERLY PARK �
<br /> � INT CMU WALL @ QECKIN� ,�,=,�-o�� M suesTAT�oN �
<br /> CONTROl. BUILDING �
<br /> �
<br /> a
<br /> v
<br /> NOTE� TYPICAI.. MASONRY �
<br /> L PR�VIDE CONTROL J4INTS AT INTERVALS NOT TO EXCEED 2 TIMES THE WALL 12 fi � � DETAILS Na �
<br /> NOTE� HEiGHT, UNO. CONTRACTOR SHALL COORDINATE LOCATIONS OF JOINTS W! '�
<br /> SEE TYPICAI.. C
<br /> MU WAt..L REIN�'ORCEMENT SCHEDULE FOR REINFORCING SIZE SPACING, UNO. ARCH & STRUCT. ENGR. 1" = 1'-Q" SCALE IN FEET g�
<br /> 'f2 6 0 1 2 3 12 9 6 3 0 � ��V DRAWING o^
<br /> ' �� ��_ � �� �� _ �_ �� ��
<br /> � �,�. �_ �� ��i2"-i'-o" K TYP 8 MASONRY SHEAR WALL CORNER ���2 -� -� L �4 - � o sc�E �N F��-r � �i2 = ��-o'� SCALE IN FEET 4 S�14A-C116 ;�
<br /> iNT CMU WALI. @ _ TRUSS � -� � J TYPICAL CN1U EXPANSiON JQINT .
<br /> VT
<br />
|