|
. � ,: . ,. _
<br /> _
<br /> , -
<br /> _
<br /> _ ,
<br /> , _.
<br /> - I !
<br /> . . � ,
<br /> .:._� .• � .' - 3 4 DIAM. SMOOTH DOWELS AT 24 O.C. y
<br /> > . �� , � ., » SAW CUT (1/8 GAP) V'�ITHI�3 '�
<br /> = HORIZ. & VERT. BARS IN WALL AS PER � WITH SLEEVE OR PRE ATTACHED
<br /> � ,�___ �--- 8 HOURS OF PLACING AND FILL
<br /> . ; , , APPLICABLE FOUNDATION DETAIL � , �
<br /> , ::: �j-��--^ ` ; `�/ITH F_EXIBLE JOINT FILL
<br /> . _. _ _ ' �.�i, ��_. :. ; , SLIPPAGE
<br /> ,
<br /> .. ..: ,
<br /> DEPTH EQUAL TO 1 4
<br /> `` POLYETHLENE COVERING TO ASSURE f ,
<br /> : � .- ,`�,.,;,-; � < .: ; : REINFORCED 4" T IC
<br /> H K
<br /> _. _ , ., 4 REBAR , > ; ; , - ; : OF SLAB THICKNESS . Q . .,,��2 �,,. : . � 4
<br /> ,. .. . Y , . # � .. : .. , . ..; _ : CONCRETE SLAB. ���,�>���
<br /> . . . .�.
<br /> _ . ,.., ,,
<br /> .. . DOWEL > ; . :: , , ; ; ';
<br /> � . , i REBAR PER , "' �'�` , �.
<br /> , �,, „ _ ; ; ,; , _ ��; ���.�
<br /> , _. , , (RECOMMEND 1 1/2 LBS OF ,:. . . . ; ..: . ;
<br /> � 18 O.C. :. < NOTE: EPDXY-REBAR � , �: :. . ::_ < . , • . ; . . � I; :
<br /> ;. _ GENERAL NOTES : .:: : - , :. . 8�7 �l�t..�lf Stree� _ ;
<br /> : > ... POLYPROPYLENE FIBER . ,�, .
<br /> : ; >. U51NG SIMPSON SET
<br /> :_. .. ;, : ; DI GONAL AME A .._.. �. .._ � o ,o 0 0 0 00_ - o 0 0 . �,
<br /> :..: . . . ; : a o 0 8 0 0 0
<br /> _. PER CUBIC YARD OF o . o. o., o 0 0 0�o a 80 0 �u�te 2fl7 ;
<br /> ICKNESS 2 : . <:. . . EPDXY 1NT0 EXISTING ,
<br /> B TTOM F . REINF. :- :
<br /> ��--
<br /> ,>,..,
<br /> " ' i
<br /> TH � ; CONCRETE _: � ,
<br /> LAP PER : ,-;
<br /> � FOOTING AS SHOWN. : _._ ���: )
<br /> 4 REBAR, , "�: # �edre�-�/Vo�lle
<br /> GENERALNOTES # '
<br /> � ; ALL REB R � » �
<br /> :
<br /> - FOLLOW ALL MFG. � ;
<br /> -___.__,;�---- `
<br /> � ' _ ,. -'
<br /> : DOWEL , _.< ,.. , ; 3 CLEAR 6 MIL POLYETHYLENE ;` ;`..-�:COAT 1�1TH BOf�D '�lVA. 3�L�4
<br /> � .: INSTALLATION
<br /> , ,, : <
<br /> , ; ; _
<br /> . . : . �. .:
<br /> :..:. ,.- : UIREMENTS APO
<br /> . .: . . . : ;. , REQ : _" � IER, TYP. 1' 3' 1'-3" ��REAKING COMPOUND
<br /> THICKNESS 2 ,. ; . ; ; :. --< ;--�-- : :SEFORE SLAB IS PLACED i'
<br /> ._... � .._ V R BARR ' `
<br /> � , . . . : , . : < � , 60 BAR DIA . ,::
<br /> .�..�.,. _.�.�..:�.�.�......:.:.. ........:� : : :
<br /> Y � ;I �
<br /> . ; , ; - ��-~- . ;� , O: �60.855.23�3 ext. 2l77 ; � �,,,
<br /> :
<br /> ; . � .
<br /> , i
<br /> W , ; � � n I
<br /> . s�� EMBEooMEN-r : 2 r�MEs s -' ' TYPICAL SLAB CONSTRUCTION JOINT c: �6o.9s�.o92� � � :,,1�.�
<br /> o WALL _.... _..:_ -
<br /> _ � Z `: TYP. FOOTI�G REINF. ..:._ ' = ;
<br /> a THICKNESS END TO END 2'-0" Lp,P ; �: ;.,
<br /> � ; ; ..... ._... _..._ � ,,.. ..v ._.._ � ' ; „ CONTROL JOINTS PER PLAN �,
<br /> ':a: Q �< = PER PLAN : _ TYP. � TYP. : 3 GLEAR TEF�; / „ ,
<br /> Q � ;. : , , REINFORCED 4 THICK SAW CUT 1 8 GAP WIT}iIN � HOURS
<br /> J W � ;,,,,,. ; \ � �
<br /> z ; , > �', .� CONCRETE SLAB. RECOMMEND , I
<br /> w --: WALL REINFORCEMENT
<br /> . . � , ; � OF PLACING AND FILL WITH FLEXIBLE , ;.
<br /> ' •: ' -' � „ ' 1 1/2 LBS OF POLYPROPYLENE JOINT DEPTH EQUAL TO 1 4 OF S A Ll ` -.
<br /> ` � .. STEM WALL � ; � � HORIZ & VERT. _ LEA ! ; J L B C' ��NT:
<br /> PER PLAN ; , ; : Q x , .:
<br /> TOP REBAR : #4 REBAR_:: . , 3 BARS IN WALL AS : � �
<br /> : FIBER PER CUBIC YARD OF THICKNESS '
<br /> . WALL REI FORCING . NCRETE � SLAB THICKNESS
<br /> PER PLAN ,:. DOWEL - .:; � � PER APPLICABLE �, o ; ; CO ) , ..
<br /> :: n t w • i •. _ . .
<br /> _ � is o.c. Fou�vDA�ON , ; � ; ' _ ' ��. � ` . , �q.�� BJfd INVESTME�ITS ;
<br /> . .
<br /> < � . ,: ; ::� c~i� � N DIAGONAL SAME A '� i� o .o 0 0 0 0 0 0 0 � ... o � „ 446 VAN
<br /> : � �. DETAIL ,, o . o. < < DERLIN DR
<br /> . � BOTTOM TG. RE[N �, . o o:. . o .�o:°p°�.: o o . o. � o�o 'o o • (4 � '
<br /> � o � �
<br /> :
<br /> ;.
<br /> � < ----
<br /> : -. �: : : . �A
<br /> , :: . 60 BA IAM S ` , , MANO ISLAND, WA !'
<br /> _ #4 REBAR t—...�:_.,
<br /> . , <
<br /> " : ,.::_ �_ ' � ' COMPACED SAND OR 9828�
<br /> ; :< •> .:: . f:
<br /> :_:, �.,: .:::.... _ DOWEL , : < . I : _._._.�:� :
<br /> , •
<br /> —� : , : 6 MIL POLYETHYLENE : ... . . :' ,::: �ar••< CRUSHED ROCK
<br /> . .. . . . . . . . . . . f .. . .. ..������, - . . . � . . . . � .. . � � . . . . . .
<br /> • . � ; ` VAPOR BARRIER, TYP. ,
<br /> < �
<br /> COMPACTED SOi
<br /> _____.:��_______ , �
<br /> _ ; FuOTING `
<br /> . ..._ .� � � �. _.. ._._ .:.._ .._. .._. — — — �- —' — --ti NOTE: VAPOR BARRIER COULD AGGRAVATE SLAB SBT�AC)DRES.S: ;
<br /> FOOTiNG REINF.
<br />', 6�� EMBEDDMENT
<br /> , . CRACKING AND CURLING. VAPOR BARRIER MAY BE �;
<br /> : .._. .:._ .._._ - M:=� _. � _. _..._._._: � � _. — 3 ��._i _. _: ELIMINATED, CONTRACTOR TO CHECK WITH OWNER AND ;.
<br /> � THE BUILDING DEPARTMENT. , 3317 RUCIC�R AVE
<br /> WALLS PERPENDICULAR
<br /> . , . ;, , , : �
<br /> � , WALL QORNER TYPICAL SLAB CONTROL JQINT �v�R�rr, vv� ,,
<br /> - COLD JOI N T
<br /> ����� .
<br /> .
<br /> � _ REINFORCEMENT TYPICA�
<br /> DOWEL CONNECTION DETAILS STEPPED FOOTING CONCRETE WALL TYPICAL SLAB DETAIL FIBER REINFORCED �
<br /> . � :.; .; .,
<br /> - - 1 ' 2 3 4 �r���a��.�� en�r��
<br /> ,
<br /> ' � ' I� � SCALE: ' N TS SCALE: N TS SGALE: N TS ' SCALE: N TS
<br /> 5� .� I �a .
<br />. . - . ;, — . . ,
<br /> , .
<br /> . ' #4 REBAR 2W ,j
<br /> ; `, ` CLEAR AROUND JOINT 8" i �
<br /> ,� _ ....._._.._._.. .:._ :. ..� ,::� ___�. ._:_. _:..____; ;.
<br /> � ' ; - : . ; ' ; �2" : ",
<br /> ' .. „ : ; ISOLATION
<br /> - 6 LAP . JOINT MAX. �
<br /> : �
<br /> ' � . : : SIMPSON ABU GALV. OR H-BARS: ;
<br /> ( : '. o '
<br /> , ° : . EQUAC W/ 5/8" � Xj 8" #5 � 12" O.C.
<br /> , '
<br /> � : � �. ' P.T. POST THREADED ROD EMBEDDED � � BACKFILL TO 4, MAX. 'I
<br /> , ,- _ : �
<br /> ' : ; .... , ......... PER PLAN „ � ° i :>; ' AFTER 7 DAYS. FINISH
<br /> : SLAB CONTROL JOINT t,,: POST OR _ ,:...._. 6 MIN. IN CONC OR WITH 9FT MAX ,_
<br /> � SLAB CONTROL ; ' , � ' BACKFILLING � 28 DAYS.
<br /> PER PLAN. IF NOT WALL PER
<br /> SIMPSON SET EPDXY o � � .
<br /> ' JOINT 1NT0 ALL ; 2FT TYP. : :
<br /> •
<br /> '` ° �
<br /> CORNERS : SHOWN ON PLAN, PLAN � 'V' BARS" ,. L� ,
<br /> � . : ,
<br /> : PROVIDED CONTROL _ » . f , I �
<br /> . : #5 � 20 O.G 2.5-INCH CLR. � 'I
<br /> _ ,.,� :; - JOINT EACH SIDE OF _ � , ; ,,
<br /> ., ... FULL HEIGHT � 1 , , bh;
<br /> � , ; THICKENED PORTION. „ � � , � l+ �
<br /> � 10 � > > � ,. ,��, I, � � 'i;'��
<br /> , ; V BARS ° , > ;-�� DRAINAGE SYSTEM TO . . ,:,d� I
<br /> � � � � ��: :; .
<br /> i
<br /> _ FINISHED COLUMN r3" MIN „ � �`w; DAYLIGHT BY OTHERS +w
<br /> ,. . �1
<br /> . .`, , �, GRADE � #5 C�D 10 O.C. >� � �< �'
<br /> �� � ' � ,
<br /> � 1 CUT-OFF BAR a ._,. > O � ,
<br /> _, .. �
<br /> ----_-_ r �_ ___�. __ T_ , . �:
<br /> . . . . . -�.. ._--�.. -. , . ` F--.T.. .._�,�. . . .
<br /> . . � . . . . . . . . . . �.:.. ... . . . .. :�: .... >. . . .. _ . : . : . . . . . � . . .. . . .
<br /> . . . � — sf . . � '� . �,}
<br /> SLAB ; ,.�, � ,.;. • ;T. � f �: , .
<br /> CONTROL ,.. : � i
<br /> ��. . � q ::. : . •:�: : BETWEEN FULL � �_., L BARS: ` � I,
<br /> .:.._ ..... ,..: . ..:...::..JOINT PER ;__ _ _ #3 HOOP AT TOP • _ .; :i ,.. . � I HEIGHT a � �K,<w1<.: » � i
<br /> ; ; .: : ! �:.: , , B �� ��-.i 5 � 8 0.C. � � �
<br /> ; _ 4 REBAR 21N S�AB ::. ;< • �—..
<br /> _ # PLAN ,, . _ , : : . :: .. :.. � , - 4 3 BARS W i.. . . � .,.h yM�.:�` , � �
<br /> ARS
<br /> :
<br /> _
<br /> #
<br /> THICKNESS : .. �, , : . ;;: _: �� � i.. . �.f- 2 C 30 INCH ; w �,; �., �
<br /> CLEAR AROUND � R
<br /> : _. : .;.
<br /> � �
<br /> ;. - � ' FTG. THICKNESS 4 EG SPA. SYMM. ;�:✓��3F
<br /> ::.
<br /> � � # � LEA 1 - Q .� ,.
<br /> ; :
<br /> . ,
<br /> , . L S �
<br /> JOINT
<br /> I
<br /> I _ 6" M I N � .:� � � �-
<br /> ; ' -
<br /> � PER PLAN �, : 3 ... , , � � !
<br /> ;, : � ': ; < >:
<br /> ; i,� : :<
<br /> ; � ,. REBAR PER . `. ; � . T BARS: �
<br /> MIN
<br /> �, _ , �"..:�� ;. . ""�. 3 CLEAR � ..: PER � ��,�,� ,_-
<br /> . .
<br /> , - i
<br /> , � �
<br /> .. . 2FT TYP. :
<br /> - .. . .. . '�� . . . . .�: ' ' ,..�:<�..,. ./` :. � n � � � i
<br /> < - : ; _ ; : ,; - . PLAN , : p N . < > , c,,: #5 C� 18 O.C. I I
<br /> " TYP. LA :;; ..:r� �
<br /> :. :
<br /> 7 � � 0 1
<br /> :
<br /> .
<br /> ' . . . . . . . . . . . . . � . . . . � � � . . � ' �,�f � � . . ... � . � � . .
<br /> .� � : � ': _ .: �
<br /> .:. � � � .... .
<br /> ,
<br /> . ��, , . ; �..: _.
<br /> . FTG. WIDTH
<br /> , _
<br /> ,
<br /> ,.
<br /> REBAR PER � ..
<br /> .
<br /> � " ':f o 0 0 o a o <: :
<br /> .: '
<br /> : : v ,
<br /> - __-
<br /> :
<br /> :
<br /> . �
<br /> 3 CLEAR
<br /> I
<br /> , .
<br /> .
<br /> � PER PLAN PLAN . . ,. . . . .
<br /> : ' PER PLAN .,
<br /> E
<br /> . , . .� . . . . . . . � . �� . . ,
<br /> ,
<br /> �
<br /> I� � . . . . . . . . . . . . . - . . . . . . , �
<br /> �
<br /> � . . . � . . � . . � . . . �. � . .. � � . � . . . .. . . . . � .. . . . . �. . . . . . . . . -:. �.� .:� : .� :� .:� �,, ��. . . . . . . � .. . .. � � �p . . I�a . . �
<br /> . . . . . . . .. . . . . . . . . . . I . ,;�; ... .( �_. ..��. � � '.. -'.,. ,.�� ....-.'�.' ..._ : . ;'�, :. . � �': .-. �- -.::' ..i . . . � `�) ��.. . . .
<br /> I . . . . . . . . . . . . . . . . . . . . . . . � � -..:' `C. . '`. .....- �°� i . . .....:��.. ,:... ,.: . . . . . q� . . . . . . .
<br /> ... _ . :.. .' ' ., . ...� - ,: •.; , r::. ..:
<br /> ; .
<br /> . �,: . . . . . . . . . ...':. ._.._-__ . :,..'.,.::....'_.-' . I . .. ..'::- . .:. _ . ..`.,: � .. ,..'.. .,i. . .. ' ! � . .
<br /> COLU
<br /> MN � •
<br /> : . . .:,, _
<br /> I `'
<br /> 0
<br /> 3" CLR
<br /> �
<br /> ' , .. .
<br /> C NTROL
<br /> �. � I� , ;.
<br /> 2 3" 8 ;2' 3
<br /> �i JOINT �
<br /> _
<br /> :
<br /> - ;
<br /> � ;..
<br /> :
<br /> , . � , :
<br /> . : :, .. ,I
<br />, , ;t :
<br /> ". i . . ,
<br /> .� � TYPICA� CO�UMN CONTROL JOINT THICKENED SLAB FOOTING ' RETAINING WALL: 8 FT RETAINED
<br /> � � a . � TYPICAL ISOLATED FOOTING 8 :�; , ',
<br /> , � 5 SCALE: N TS `SCALE: N TS : � SCALE: N TS I SCALE: N TS •� '� , � ,I�l{
<br /> , r� ,,
<br /> ; � ��
<br /> ,
<br /> �
<br /> ; i
<br /> �
<br /> , , Date: 8/17/17 ,
<br /> '
<br /> ,,
<br /> 1 2" DIA. � 4 FT O.C. MIN.
<br /> , . . � . .
<br /> . : - / ` Job#: 171.�4.1
<br /> ,: � . „ i 7" , MIN. EMBEDMENT P.T. SILL
<br /> Revisit�n History: , ,
<br /> .,, , + 1 �
<br />,r . `, ' ' �
<br /> 1 .. '
<br /> ,r , " . 8D � 6„ O.C. MIN. � ��
<br /> ; � � - i .
<br /> �'�
<br /> � _ : .
<br /> , . . .;� � ,
<br /> _ � � .�j , i
<br /> = +; . "::"` I ;
<br /> . �
<br /> . � 8" MIN '
<br /> ,
<br /> ,1� „ �----- SLOPE ,
<br /> �
<br /> . . . ; ,. ; . :- , ,
<br /> ,. ,... .
<br /> ; , : .: ,
<br /> ;:<:.. .:
<br /> - . ._ . . . . . _
<br /> II
<br /> ,. : _ , . .
<br /> , FIN.ISH GRADE 1
<br /> , ,
<br /> ,', � ' AAProved By.
<br /> _ ;' j�
<br /> ,, ,
<br /> � .���,�
<br /> • HORIZONTAL REBAR PERJ ` ` ,.: ,k:�
<br /> ��'� ���a �����
<br /> 1 ' PLAN AT TOP -0F WALL :: � . ;r�, ti� �-;�°"� -�
<br /> , � �
<br /> �
<br /> ,. .
<br /> ! , PER PLAN �'��� ��� .Y����.3��'�
<br /> � ...I ., � �,� ��`��,� ��
<br /> �� � � .�, :3 � �
<br /> .:
<br /> � � ��� '�
<br /> , :. . < I �
<br /> i `�+
<br /> . . . . . . . ( / iy ,,
<br /> _ �' � .` k� .i ' ' CONCRETE ' : :. �I ����
<br /> WALL �
<br /> �:�� ���� ,�`;
<br /> PER PLAN � ��� �
<br /> � ��
<br /> � ��,. � . :
<br /> � ,, � �������� ����
<br /> : �;;� _,
<br /> . .,:.. .. I ��f�"2�`tI l�
<br /> , �,,,� �
<br /> Cr�d y R, Nart, P.f. �I
<br /> ,
<br /> :
<br /> ;
<br /> , � - TYPICAL PONY WA�L T0 CONCRETE WA�L , . �t�t���.���o�
<br /> ._ . . . 9 ,
<br />, . . � �� � SCALE: NTS I ����1L5
<br /> . _ ,
<br /> _ I � ;
<br /> ...
<br /> �,, -, , �
<br /> �o
<br /> ;� � �
<br /> �,
<br /> , ,
<br /> I; _ �
<br /> . ,
<br /> . . ,. :
<br />,. .
<br /> � ,
<br /> —._ .�a.� _L1iL_— __` __ . , __..."— .... 'h: . .� ..:. ..... . . . __... .. - �—� . —_..— . — �... . .�..__.. . _ . . . _ ._ � . . . .. .. . . - .. . . .. . . . �. .. � . . �� . . . .. . . . . � . . . ':' I . � . . . . . . . � . . . . � � . .. � . .
<br />
|