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<br /> WALL & REINF PER
<br /> WALL & REINF WALL ELEVATION
<br /> PER WALL ELEVAl10N
<br /> CONC COLUMN
<br /> RAMP SLAB
<br /> OR WALL SLAB & REINF J PER PLAN --�
<br /> PER PLAN ���
<br /> � LEVEL P1
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<br /> CONC BARRIER WALL #5 � 12" OC i � - - � - �1 ��f, �
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<br /> SLAB & REINF � � ��' �
<br /> PER PLAN -(2) #5 AT
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<br /> 5 � 12" OC � MID DE TH ��1�`°��� _ rov�����
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<br /> � EXTEND 48" °; m �
<br /> � _ _�_�� INTO WALLS " � �
<br /> � - BEAM PER PLAN/
<br /> �— FILL GAP W/ (3) #7 CONT UNO � � ELEVATION
<br /> COMPRESSIBLE MATERIAL " U
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<br /> r SLAB SHALL REMAIN SHORED BEAM SHALL REMAIN SHORED � �
<br /> UNTIL WALL HAS REACHED UNT1L WALL HAS REACHED �
<br /> 14-DAY STRENGTH 14-DAY STRENGTH
<br /> �
<br /> A D ETAI L �"=i'—a" B D ETAI L > >�2"=�'—o" C D ETAI L > >�2"=�'—o„ D S ECTIO N �"=�'—o'� E �J
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<br /> MILD SLAB PER PLAN �-CJ PER F/S4.41 �
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<br /> CONC COL �'dt "KINKED" SLAB TOP BARS PT SLAB PER PLAN L
<br /> REINF PER PLAN (WHERE OCCURS) �
<br /> �
<br /> ROUGHENED SURFACE � �� HSS COL PER PLAN
<br /> ISOLATED DISTRlBUTED (4) 3/4"� WELDED • + �
<br /> � ) I I �
<br /> TENDONS CONC SLAB 2 1 /2" 3" OC � PT SLAB PER PLAN THREADED STUDS I I (�- a '�i"'
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<br /> ��_��� CLR SPCG TYP
<br /> � 3 1/4 SPACING I I ��� �, a
<br /> LEVEL 1
<br /> EL PER PLAN 1 1/2" � � �— STEEL BASE PLATE
<br /> • • • CONT BARS i STEEL SHIMS & �� � � 1"x14"x14" "KINKED" SLAB BOT BARS � `�
<br /> ' `� � ■ �
<br /> - - � � - W a PER PLAN 1 LEVELING NUTS � I I z
<br /> � � = �
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<br /> � � °" AT SLAB MID-DEPTH --' i 1�� � � � 1" NON-SHRINK GROUT ° `� �" �' N o
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<br /> � - - - - - - - - - -- -- - - - -- - - - -_ _ _ ._. _ - - - ------- - - - - ._... _._. ._.. _ _
<br /> GROUPED (BANDED) � � ¢ -- #5x�-� 10" OC BEAM BEYOND,
<br /> T E N D O N S � '` � E A C H W A Y � � REINF NOT SHOWN 1 0'�
<br /> DROP CAP • • • • •
<br /> WALL & REINF 4 � • ° •
<br /> �---f--+ _ _ _� PER PLAN SLAB BEYOND PER PLAN
<br /> CONC COL \�
<br /> EQ (UNO) EQ (UNO) ADD (8) �6 � 8" OC x 10' EW
<br /> SEE PLAN & SCHED � � � AT EACH HSS COL BASE PL BEAM BEYOND PER PLAN
<br /> LENGTH PER PLAN ��
<br /> 4'-0" UNO (4) 1/2"� x 4" WHS - STEEL EMBED PLATE BEAM PER PLAN
<br /> NOTES:_ 3/4"x1'-4"x1'-4"
<br /> 1. A MINIMUM OF TWO (2) TENDONS SHALL PASS DIRECTLY OVER COLUMN EACH WAY.
<br /> 2. TRANSVERSE SLAB REINFORCEMENT NOT SHOWN FOR CLARITY.
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<br /> DROP CAP NO SCALE F DETAIL ,��=,°—o�� G STEEL BASE PLATE DETAIL , ,�2„=,�—o�� H SECTION ,�=,�—o�� K � �
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<br /> r� T SLAB CMU WALL � U� � � �'N
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<br /> MILD SLAB � � �
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<br /> PER PLAN � MILD SLAB •U ; CMU WALL PER PLAN
<br /> I � WHERE OCCURS
<br /> PT SLAB �SLAB • � PER PLAN DBL BOND BEAM � �
<br /> „ � PER PLAN -� EL VARIES �
<br /> #4 � 24 OC —�_ � �SLAB _ AT BOT OF WALL '
<br /> MILD SLAB PER PLAN PER PLAN � � � �— PT SLAB PER PLAN G D � o
<br /> PER PLAN � GROUND LEVEL _� � , ' �fl� �A��y�s
<br /> � EL PER PLAN � � ��' GROUND LEVEL ��� a
<br /> PT SLAB PER PLAN —� �
<br /> �� -�_�SLAB PER PLAN .� � EL PER PLAN
<br /> PEI� PLAN
<br /> BEAM (4) #4 CONT T�SLAB
<br /> PER PLAN � EL VARIES ,� �s z74sz �`�
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<br /> PER PLAN S10NAL ��
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<br /> � Revisions
<br /> z -`��- � �
<br /> PT SLAB PER PLAN
<br /> (MILD SLAB AT SIM) —� Q `�—+ '� BEAM PER PLAN �5 22P2 R3 IT REVIEW
<br /> 1 1/2"CLR I 1 1 2". � Q - BEAM
<br /> T SLAB TO REBAR CLR =' W PER PLANP E R M I T S U B M I T T A L
<br /> EL PER PLAN `�' � 06/19/2013
<br /> CONDUIT PER r- � PERMIT REPONSE
<br /> ELECTRICAL PLAN .
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<br /> BEAM
<br /> PER PLAN �� �
<br /> v `� ' '} � ► WHERECOCCURS PLAN
<br /> � �_ WHERECOCCURS PLAN I
<br /> 0
<br /> SLAB SHALl REMAIN SHORED
<br /> � UNTIL WAIl HAS REACHED ; ; i i
<br /> � 14-DAY STRENGTH � � � ' � '
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<br /> �
<br /> � SECTION ,"=,'—o" L DETAIL ,"=�'—o" M SECTION , ,�2°=,'—o" N SECTION 1n=,'—o" P SECTION �„=�'—o» C�
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<br /> � � # PAGODA VILLAGE
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<br /> � EVERETT
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<br /> ,!, CONC COL BEYOND
<br /> .-- - - - - - - - - - - - - - - - -
<br /> r �--- SLAB OUERBUILD � � STOREFRONT PER ARCH GRAND & WALL STREET
<br /> o � WALL/STOREFRONT , , PER G/S4.62 ' ' EVERETT WA
<br /> � WHERE WALL EXTENDS TO � _ _ _ T _ _ _ _ _ _ _ _ _ _ _ _ PER PLAN � � � ' '
<br /> ; SLAB ABOVE, CONTINUE i i i i STRUCTURAL i i PT SLAB PER PLAN — I
<br /> VERT BARS INTO SLAB & ' � � ' ' `
<br /> � , � , � STYROFOAM � � GROUND LEVEL
<br /> � PR�VIDE STAN�ARD H041(S --- �� SLAB ABOVE (2) CONT #4 —� � � ' ' 5 � I2" OC VERT
<br /> WHERE OCCURS , , PT SLAB # , EL PER PLAN � SLRB OVERBUILD pER
<br /> � _ � T SLAB _ PER PLAN CTR D IN WALL G S4.62 WHERE OCUURS CONCRETE
<br /> � � � EL PER PLAN �
<br /> � � �I „ WALL PER PLAN --- T SLAB SECTIONS
<br /> � �5 � 12 OC VERT �' EL PER PLAN STEM WALL PER PLAN - - - - - - -- - - - - - - f�� DETAILS
<br /> � � PT SLAB � � _
<br /> , PER PLAN - / ��,� T,„�-,�T �
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<br /> Q „ � � X = n �,� �i♦ i�f �i��y �
<br /> � � 4 � 12 OC HORIZ ,� ¢ � �—#4 � 12 OC HORIZ �K � ,��, � ��, �
<br /> �, � � � # #5 � 12 OC VERT T/SLAB � ¢ ��;<:%��,\���
<br /> '� - � CTR'D IN WALL EL VAR Ei-S — �,., ,� ,�, � , �
<br /> 0 0 "' PER PLAN �,,� BEAM PER PLAN ���;; �r'��
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<br /> � ¢ . . „ #4 � 12" OC HORIZ �—'� � --- PT SLAB PER PLAN �� ��
<br /> �, ,� �--ROUGHEN TO 1/4 ,�x , ''�
<br /> � m AMPLITUDE
<br /> � Q �SLAB . ,/. ��
<br /> ` � � �- BEAM � PT SLAB PER PLAN
<br /> � _ EL PER PLAN = Z PT SLAB PER PLAN . PER PLAN � T SLAB � GROUND LEVEL
<br /> � � ,� ao � HOOK AT BTM, TYP ' ' ' ER PLAN � EL PER PLAN
<br /> �-- ;�, -�� GROUND LEVEL Date: 06/21l2013
<br /> a m ` � EL PER PLAN '~ °D � Job No: 113041
<br /> � � SLAB REINF I #4 CONT � � ' ' '
<br /> a � NOT SHOWN --�
<br /> � SLAB SHALL REMAIN SHORED
<br /> � ;D � UNTIL BEAM HAS REACHED Drawing Na.
<br /> = � 14-DAY STRENGTH —
<br /> � # _--� SLAB REINF NOT SHOWN �-- #4 CONT S4■? '1
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<br /> � X TYPICAL 10" BARRIER WALL ALONC RAMP 3�a. —, � R SECTION , —, —o S SECTION , ��2 —, o T TYP 8" STEM WALL ,"=,'—o" U SECTION �"=i'--o» V
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