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- - - � ..._ _.. � ... �_ ..�_
<br /> FOOTING SCHEDULE
<br /> L COLUMN AND FOO�ING CL COLUMN AND FOOTING MARK SIZE DEPTH BOT REINF TOP REINF REMARKS
<br /> I
<br /> �
<br /> F4.0 4'-0"x4'-0" 16" (5) #5 EW -
<br /> SEE COLUMN SCHEDULE
<br /> � � � FOR COLUMN SIZE AND � � F5.0 5'-OnxS'-0" 20" (6) �6 EW -
<br /> REINF I I - SEE COLUMN SCHEDULE FOR F6.0 6'-0"x6'-d" 24" (7) #� EW - _ WALL PER ARCH �-'l,--T- 24 � � Y
<br /> ISOLATION JOINT - I I BASE PLATE AND ANCHOR , „ , „ „ � � �. -�
<br /> SEE TYP ISOLATION � � � BOLTS F7.0 7 -0 x7 -0 28 (8) #� EW - ' ; #4 � 24" OC �$ ,�, �,�
<br /> � I S OL TYIPNISOLATION JOINT JOINT DETAIL AT STEEL ( � F8.0 8'-0"x8'-0" 30" (8) #8 EW - 3 4 CONT � ' �
<br /> �
<br /> _, COLUMN I Y ( ) # i i �'�r `�'
<br /> �i DETAIL AT CONCRETE � = F8.5 8'-6"x8'-6" 32" (8) #8 EW - ' ' � �
<br /> COLUMN I I � fi � SLAB ON GRADE
<br /> _ _ _ _ T/SLAB EL _ _ T SLAB EL `i � _ ' ' � PER PLAN `•-� �'
<br /> • • I�(/ • (SEE PLAN) • • � (SEE PLAN) o �` F9.0 9'-0"x9'-0" 34" (9) #8 EW � � `�' �
<br /> V I r� • r C�
<br /> I Z v f 11 I 71 N � � �� �f � �v
<br /> L F9.5 9 -6 x9 -6 36 (10) #8 EW ��,. �
<br /> i �i � n n '�Y/�i�/��/���� �'�C)rj��1`'�7Lt»�L����
<br /> Q; 1" MAX �
<br /> �, 1" MAX F10.0 10 -0 x10-0 38 (10) #9 EW w
<br /> � � w � � � F11.0 11,_0„x11'-p„ 40" (12) #9 EW - � � `
<br /> "' c, _ _
<br /> I I _• • • . ♦ • '� o . • 'k • . • � _ � o �
<br /> _ - � B FTG EL _ B/FTG EL � � �,
<br /> -1 =� il-�;,',_;;,�111;-111=111 (SEE PLAN) -�-r]- I,�IlI;;�:T11;;,1�..I�-�",,.Ili�ll (SEE PLAN)
<br /> I . ■
<br /> SEE PLAN AND FTG I .._
<br /> 3" CLR SCHED FOR SIZE, - DOWELS TO MATCH COL SEE PLAN AND FTG SCHED 15x2 15'-0"x22'-0" 36" #8 � 12 EW #8 � 12 EW
<br /> DEPTH AND REINF VERT BARS UNO
<br /> SIZE 3" CLR FOR SIZE, DEP1H AND REINF
<br /> 8
<br /> SIZE MIN
<br /> NOTES:
<br /> 1. FOUNDATIONS ARE DESIGNED FOR A MAXIMUM AIlOWABLE BEARING PRESSURE OF 10,000 PSF, UNO.
<br /> FOUNDATIONS SHALL BEAR ON COMPETENT NATIVE SOIL OR LEAN MIX CONCRETE BACKFILL PLACED
<br /> ON COMPETENT NAT�VE SOIL LEAN MIX CONCRETE BACKFILL SHALL CONTAIN AT LEAST 1 1/2 SACKS �
<br /> OF CEMENT PER CY AND ACHIEVE A MINIMUM COMPRESSIVE SIRENGTH OF 1,000 PSI AT 28 DAYS. .}�
<br /> �
<br /> TYP INT CONCRETE COLUMN FOOTING DETAIL NO SCALE A TYP INTERIOR STEEL COLUMN FOOTING DETAIL NO SCALE � FOOTING SCHEDULE NO SCALE C THICKENED SLAB EDGE NO SCALE D E �
<br /> � .}�
<br /> i�
<br /> �
<br /> U
<br /> �
<br /> SLAB-ON-GRADE
<br /> PER PLAN
<br /> �3 �
<br /> � T/SLAB
<br /> ISc�LATION JOINT �� �'l�, � r� EL PER PLAN � �
<br /> �!
<br /> W/PREM OLDED �'�' ��'� „ �� '�,� a; o 0
<br /> J01 N T FILLER � -J 24 '�I I���' � � �
<br /> —1� ISOLATION JOINT " " 24 � �
<br /> #4x8 � � 16 OC � ■ �"
<br /> W/PREMOLDED BASE PLATE (BELOW) #4 x 8"I � � � �
<br /> �— CONC COLUMN JOINT FlLLER —�
<br /> SLAB-ON-GRADE s� c, Q �' � � �
<br /> � 16" OC z ; � � > .�.
<br /> ,_. ._ __ �-STEEL COL SLAB ON GPADE pER P�A� `— #4 � i 2" c�C Hc�t�l[ � o � � � � �
<br /> °� :d . � f � m � ai n � rn '�
<br /> e I ( W
<br /> u� � v cv �
<br /> a _ 1
<br /> a , , T/SLAB #5 � 12" OC VERT ° � � � N �
<br /> . .�Qa� � i i
<br /> L _ _ _ _ J EL PER PLAN t � CTR D IN WALL
<br /> :,.r,��/, . r�
<br /> FILL W/CONC AFTER `,,` ��,,, �i� a - - - - �—
<br /> FLOOR AND ROOF CONTROL JOINT OR CONSTRUCTION CONTROL JOINT OR CONSTRUCTION _i _ �-�����T� 8" WALL
<br /> CONCRETE FRAMING JOINT - SEE TYP SLAB ON GRADE JOINT - SEE TYP SLAB ON GRADE � �
<br /> POURED
<br /> CONTROL AND CONSTRUCTION JOINT FILL W/CONC AFTER CONTROL AND CONSTRUCTION JOINT �
<br /> DETAILS FLOOR AND ROOF DETAILS �
<br /> '�!i � #5 � 12 OC
<br /> SLABS POURED � � (2) CONT #5 �
<br /> � � • • .
<br /> _ .,.. --- � - ��
<br /> CONCRETE SLAB ON GRADE CONCRETE SLAB ON M ��-�M - - - - (4} #4 C�NT
<br /> GRADE $�> _(I I-1 I i-I�' �
<br /> �-,��,
<br /> 3,_�,►
<br /> � �
<br /> ao
<br /> TYP I LATI N INT DETAIL N RETE L MN NO SCALE ,»=,�—o� K �' �
<br /> SO 0 JO @ CO C CO U F TYP ISOLATION JOINT DETAIL @ STEEL COLUMN NO SCAIF G H THICKENED SLAB, INTERIOR NO SCALE J SECTION g ..
<br /> � � � �
<br /> � �
<br /> � � �
<br /> U � �N
<br /> � �
<br /> � � N
<br /> � � � � �
<br /> REINF PER WALL SECTION � � �
<br /> ' ' V V
<br /> ; � « .
<br /> ���` CONC WALL PER PLAN
<br /> .
<br /> ,��i ��/ CONCRETE WALL PER PLAN CONCRETE WALL PER PLAN �CONCRETE WALL PER PLAN
<br /> �i�
<br /> � -
<br /> ,
<br /> DOWELS TO MATCH
<br /> \��\ � � SOG PER PLAN PLACED SLAB ON GRADE PER SLAB ON GRADE PER SLAB ON GRADE PER oF�As�ls
<br /> PRIOR TO BACKFILL PLAN, REINF NOT , PLAN, REINF NOT PLAN, REINF NOT �`�� �f'�
<br /> SIZE & SPACING OF DOWELS TO MATCH DOWELS TO MATCH DOWELS TO MATCH �
<br /> VERT BARS SHOWN FOR CLARITY SIZE & SPACING OF SHOWN FOR CLARITY SIZE & SPACING OF SHOWN FOR CLARITY SIZE & SPACING OF ��
<br /> � � � VERT WALL BARS J � - VERT WALL BARS � � VERT WALL BARS
<br /> ,o� 27462 Q.
<br /> � • 'p� . ��13T��`��v.
<br /> S�p�
<br /> C•'a` � �' / <'�
<br /> 06-21-13
<br /> �"��%�i-���.�� � %'i��i�\���� ��%\����\�-��� � !�%i.\���� ��%\��\�'�.�� � !��i`i.\��-! ��-'�\���\\'%%�
<br /> � � � � � � � � � �� Revisions
<br /> f----- ' 1 • � • � #6 � 12 0 C
<br /> �
<br /> (4) #5 BOT � (4) #6 BOT
<br /> PRE-PERMIT REVIEW
<br /> 05/22/2013
<br /> +- (5) #6 BOT
<br /> � - #5 � 10" OC, BOT � „ � „ � PERMIT SUBMITTAL
<br /> _� � i #6 � 12 OC _i -t- #6 � 12 OC _i #7 � 12" OC 06/19/2013
<br /> � ��- (4) #5 CONT BOT �- r- � �
<br /> . �' � � ' � PERMIT REPONSE
<br /> 09/11/2013
<br /> � � =I =1 I -1 I =I i f:=I I I= =j I I_--=1 I 1-�=1 I 1=1 I 1=��
<br /> =1 I 1=:1 I 1=1.1 I�I �I I I-; - =1 I 1-==1 I 1:==1 I 1=1 I 1==� ' -�I 1-1 I I-1 I I-1 I i�-�' -� I 1=1 I 1=i I 1;=1 I i��'
<br /> -�TI-1 i I;�:;I I 1=����-'~ -�I I;�I I I:,�,I I 1.=I��-' ' , , , �, �
<br /> 3'-0" 3'-0" 4'-0" 5'-0"
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<br /> � STRIP FOOTING DETAIL ,"-,'—o" L STRIP FOOTING DETAIL ,"=,'—a" M STRIP FOOTING DETAIL ,°=,'—o" N STRIP FOOTING DETAIL ��=�'—on P Q
<br /> �
<br /> �
<br /> �' PAGODA VILLAGE
<br /> �
<br /> Q EVERETT
<br /> �
<br /> � REINF PER WALL SECTION
<br /> `v � � GRAND & WALL STREET
<br /> N ���i
<br /> ,
<br /> CONC WALL PER PLAN EVERETT, WA
<br /> � :��i
<br /> � �
<br /> _' \j.\
<br /> /
<br /> � DOWELS TO �\� ' ' SOG PER PLAN PLACED
<br /> � MATCH SIZE &
<br /> -� PRIOR TO BACKFILL
<br /> � SPACING OF VERT
<br /> FOOTI N
<br /> � BAR � .
<br /> SCHEDULE
<br /> �
<br /> o • . ❑ FOUNDATION
<br /> �
<br /> , D ETAI LS
<br /> �
<br /> �
<br /> � �%,i�i�\���.
<br /> � � ' ' i
<br /> � � �- - �- (5) CONT #9 EA SIDE
<br /> � �
<br /> �- — . . . ,�Y
<br /> .� Q y
<br /> � X
<br /> � o � �
<br /> a m
<br /> � x =
<br /> � d `�'i (3) 5# STiRRUPS
<br /> � � `�' � AT 10" OC, (1 AT
<br /> � � � BOT OF FTG) Date: 06/2112013
<br /> '�`' � . . •
<br /> ; � Job No: 113041
<br /> o x
<br /> r7 g
<br /> � � (3 P#5 CONT - ,-i���i��� E=1 I 1=''
<br /> � � TO & BOT Drawing No.
<br /> ,.-- oo � ,�
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<br /> �- 5-0
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<br /> � �
<br /> � �
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<br /> s � �-- -� � -
<br /> � X STRIP FOOTING DETAIL �'�=,�_o�� R S T U v
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