|
� � �_'� I �11�►1 I_' t
<br /> f.
<br /> C SECOND POUR FIRST POUR � SPLiCE AS REQD
<br /> SEE PLAN FOR SLAB 8"X 1 Z"PRE-MOLDED �
<br /> PLIIJTH THICKNESS AND CONT MASTIC]OINT STRIP SEE PLAN FOR SLAB BURKE"KEYKOLD"JOINT
<br /> 8"MIN RQNFORQNG(typ.) (JOINT MAY BE CUT AT THICKNESS AND STOP RQNF 1"CLEAR
<br /> 18"MAX �^MIN FINISH GR
<br /> CONTRACTOR'S OPTION) REINFORQNG(TYP) OF JOINT EACH IDE ZH
<br /> � '� —� SLAB 12"MIN
<br /> � (Z)#4 @ WI� 18n (2)#4 CONT �-+�-��---�.�--�---•----• __ _ - - ---- THICKNESS �
<br /> - - - - - � ,\�/
<br /> �
<br /> �_� -_, _ � _
<br /> _ a�� ,
<br /> �,.
<br /> ��,.. �
<br /> __ �
<br /> _ a �:
<br /> �
<br /> �
<br /> K IN - g
<br /> H00 FTG -
<br /> - ,�,a �
<br /> ;�� �: „��
<br /> MIN
<br /> ��
<br /> ;�
<br /> � ,.
<br /> a k v< �
<br /> ,` .» ;� . .. ,�.
<br /> _ w
<br /> r, y.� ..�-, . .,. , .;�
<br /> � � H
<br /> l Se.. ,-r��� . � . < :� 'n , ,n-..'... .:� ry
<br /> � . .. .. ''�'xL��& ..., . ..., :.,.. ,.», ��... ,a �� .., ,.... ..�4k.. . .:. .. . , .+, < ., r.� .."�%.'���'.
<br /> ��.. �:•.; �... �..�.. .:t� ,..� .:.., :?^ ... .,r y��... :.: 7 .�'°�. ,. .... ;�+ a€ ., , r . ,.�,. �, .'b.;^ ��t s.,>.�; a�'':»�z�.s7S.*za:,
<br /> ,.. .. ��1, „��� 4K�_ :' .i �.,,.r�, .�,...�.>.�,, ,aM.._�. , �,,.'�,,.'� �, , .,.. .. .a az�i •+'��.4.� Y.�.��.,�u',raS..r':i'�:s„t`, :�:;.,��:�
<br /> � .� � � ;�.'��� ��.� >�,ti, :.ar�� .���;�� v"�����,w:���`�,��', _ ,.: �"� .._. �� BTM REINF
<br /> - < .�:,���� , , ,z ° - _ ....�, �
<br /> K F:a , . ,., 48
<br /> ��, , ,_____, ._ q �_
<br /> �- - � _ _s_ .._� ; ,��� ; ,�._, ;___, ,_-, _ _ __ __ _
<br /> f ;.
<br /> , , . ,.
<br /> �� . _ . __��_ : 3_� , _.__ . __.. ; � ... -, ; MATCH FTG
<br /> ' 48 , . , � „ i �� -: , � ; ; . �I _� __ _..
<br /> � _. 3
<br /> , .:; � � [ , �. _ _ - ._ _
<br /> .� \ 3 ClR , �_£. .__ , - , , � � _ v _, _
<br /> � , , , �.� , _
<br /> +, Y_ { �. {
<br /> � ,. . _ _
<br /> , . �/. .
<br /> F ,
<br /> 1
<br /> �, , r ;
<br /> S
<br /> 1._ �
<br /> � _ __..; _
<br /> � �; �
<br /> _ � __�____+, ✓,.^`' � � �_
<br /> . _ � `---- �
<br /> _______� . �h � � � -- � � _ STEEP AS
<br /> ___ e.
<br /> - — — — �T1TI� TI�-7�-�- , q
<br /> '�. .�„�„,. ; _____ ..u._.. _ - g _..
<br /> :_ ._ �.m--,
<br /> � � ,•- I-��I I_�!I�-1 I I -1 I I: 1=1 I I-'I I I��, I I I _I I i-���_11 � ' � � �� �.._ _.
<br /> - �-.
<br /> ; ,,/ ,, ,, � � � «.-� ,_..�,-,, . _ ��,._�� _... _.' —, � ._.; ; ;_- __W.. , ____ _r�__.. PROVIDE CONTROI OR CONSTRUCTION _�, , � \// `,
<br /> , ,,. �� � CUT ALTERNATE PLASTIC VAPOR BARRIER ]OINTS IN SLABS ON GRADE TO BREAK PLASTIC VAPOR BARRIER IXCAVATION "
<br /> . -- .,, 3 CLR AND COMPACTED GRANULAR WILL ALLOW � ��/ .
<br /> ; �,,.�-✓''` ' �� �pTM BRG WIRES AT JOINT CONTROL JOINT �D COMPACTED GRANULAR UP SlA6INTO RECTANGULAR ARFAS CONSTRUCTION JOINT PILL PER PLAN � �'� . "
<br /> TOP OF DBL TOP PLATE _ __-.____._.._.-_..._.___ ' � BRG �- SOIL PILL PER PLAN
<br /> _------._�__ .
<br /> � ` ��_ �IL TO BE APPROX.SQUARE AND HAVE NO �
<br /> - ;,,� _ ACUTE ANGLES. jOINT LOCATIONS TO �� � �
<br /> _....__� _�_. -_
<br /> _.�_.__ .___ �
<br /> � LATED FOOTING TSF THICKENED SIAB FOOTING SOG SLAB ON GRADE BE�PRov�oBY�E��Hrr�cr. � 3�c�'�rn
<br /> PIF PEDESTAL ON ISO
<br /> , , , THICKNESS
<br /> �
<br /> F ____ N.r.s. PIFA N.r.s. TSFA N.r.s. SOGA
<br /> MAX HEIGHT 0 ;
<br /> T ;
<br /> FRAMED WALL ' .�._..___, .� SF T ED FOOTING
<br /> ._ ______�.� _.� __._
<br /> � FRMG,
<br /> ,
<br /> ' ; ' TYP IXAMPLES
<br /> N.T.S.
<br /> 8"(U.N.O.)THIqC '
<br /> �W� ' SHOWN #4 @ 24' O.C. 24 SSS Numt�r: � '
<br /> '- __ ' - TOP OF CONC STEM �
<br /> �
<br /> i2 waWsH�wau s16��40 , .
<br /> #4 STD HORIZ � #4 CONT w/in SLAB , •
<br /> HOOK 180°E.E. 6�-0"MAX wl Z4 P.T. TOP 12° '� Project Name: -
<br /> @ 10"a MAX OPTIONAL #4 @ 24"O.C. � SILL PLATE OF WALL '� Qa k@S AYe '
<br /> &2-#4 @ TOP STEM WALL 12 VAPOR BARRIER
<br /> ��QD ��� TOP OF StAB � 6,OPTI ALI� 3„C� � SHEARWALL SCHED FINISH GR d����., I
<br /> n 2x P.T.PLATE MATCH JOIST MIN P�����
<br /> WWF '
<br /> (28 MIN) #4 @ 8"a MAX STEM WALL PER PLAN ' 3"CLR w�5J8'�x8' IXP ANCH @ 32 a �"���,�';;, I�
<br /> (3MIN)w� � . � I Rainier Building
<br /> STD HOOK
<br /> OPTIONAL
<br /> ]OIST � -�`� �
<br /> INTO FfG STEM WALL � ' a�P
<br /> ��CLR 3 CLR � � 3�� � - f � �� � M8N � ��
<br /> � �ij .�1E �t -� ��t' _
<br /> UNDER SLAB TOP OF FTG � � ', � �
<br /> ::._...� '°"-�f S �;� ---.:
<br /> R 1y� • � �: ....:'� • •
<br /> �. .
<br /> � � Project Location: ' .
<br /> 11 `�n 'Ln E �
<br /> 3 CLR FTG w/ � �?G�� �� �' � - 3 CLR
<br /> TYP MIN 3-#4 CONT � 3 � i€ ` - ��' FDN WALL
<br /> 10"MIN , �>,� • �=-_ � - _ � ,
<br /> (Z)lOd TOENAILED BR� � 3313 Oa�(@S AV@
<br /> � � ��� �, ��- � �vee�tt, WA
<br /> ,': , ��
<br /> � � � , ,,-. �- �� �'- CONC FTG ��. :SOIL : ' � '
<br /> � ,; � ,` `� 2x4 FLAT @24"a AND REINF � I
<br /> �;'; ;° �� ��� -�"��i w/(1)POWDER ACTUATED FDN I I
<br /> RCS RAISED CONCRETE STEM CPE CONCRETE PANEL EMBED ��� ���i� ���.�-= `��;�� � �- �� � FAsrENE�st 4°PENErRanoN ! �s'�� �°�eSs'°��':
<br /> NOTE: DEEPEN FOUNDATION AS REQUIRED TO I Carl'�. Colson
<br /> INTO CONCREfE) ACCOMODATE FOR HOLDOWN EMBEDMENTS ' Arcfiitect PLLC
<br /> N.T.S. RSCA N.T.S. CPA i
<br /> STOG STAIR ON GRADE DFF DROPPED FRAMING AT FOUNDATION TEF THICKEN EDGE FOOTING ��
<br /> E:'
<br /> N.T.s. DFBD N.T.s. TEFA
<br /> � ��
<br /> CPE CPT N.T.S. SOGA -
<br /> M
<br /> �— � � � O N .
<br /> -� TOP OF CONC PORTAL A B Z � �
<br /> ,--i
<br /> � a� �
<br /> �� �c � F()QTING SCHEDUIE _ � �
<br /> j CENTER UNDER CONCENTRATED LOAD U.N.O. �R B� J
<br /> TOP VIEW
<br /> SCHEDULE � P0°T�� RQ�'�°�� FOOTINGS �NF � �' `r'
<br /> � , ��; •'�> '. I ID WIDTH LEtVGTN �
<br /> #3 HOOPS @ 6 a H�� Y�(�[� �AQ 318-14 wvcM ss isoo o s
<br /> " 8'-5"MAXw 1�"CLRTYP � � ''��� `�%���� � � DIMENSIONS (Transverse) {Longit�de) ��ICi4dESS LONGITUDE T€tANSVERSE J � �
<br /> &(5)@3a I z �
<br /> TOP&BOTTOM OPTIONAL VERT ��
<br /> STEM WALL m H A B D F2 2'-0" 2'-0" 10" (3} #4's (3} #4's z �
<br /> Z�COVER (FT-IN) (IN) (IN) (IN) 0
<br /> ~ U
<br /> $'-5° MAX W�0 4 4-D 26 8 i� `� H
<br /> @ VERT& MATCH HORIZ � _ �
<br /> OPTIONAL DOWEL e 6-o so a io . `-';�
<br /> CC �
<br /> 1 �EM Wp� $ $_o �$ $ io �' i STD 90°HOOK INTO RQNF �
<br /> 1— � N
<br /> WALL H 9 9_a 94 $ 12 LONGITUDE RQNF INTERSECTING GR BEAM 1�-��� CORNER BAR @ ALL � N '
<br /> U CLR TYP � .�; OUTER RQNf p z �
<br /> OPTIONAL 8"STEM i REINFORCEMENT *i TRqNSVERSE RQNF POST TO FTG Z �
<br /> TOP OF SLAB � DOWEL w� �
<br /> w/#4 @ 10 a VERT oowa u►P w �
<br /> #5 EA CORNER  @ 16"oc HORIZ STD HOOK I° *2 ��T*Z r�o�rz conr �
<br />  @ 8"a MAX EXTEND INTO PORTAL � (IN)
<br /> OPTIONA� � a u4 @ iz zz #a @ iz #a @ io ua @ io � FTG �WALL • c/)
<br /> .
<br /> W�$Tp HppK �M W� S(�B 6 #4 @ 6 22 #4 @ 12 #4 @ 10 #4 @ 10
<br /> THICKNESS �
<br /> INTO FfG UNDER SLAB Z� � : , , s #s @ 6 ao ns @ i� #4 @ io #4 @ io �_ REINF �
<br /> TOP OF FfG � � �: :�. �.. ` �`z , ;�,;'�,�,
<br /> ���� 9 #5 @ 5 40 #5 @ 10 #4 @ 10 #4 @ 8 f� , �' • W���� � �
<br /> � �� • (3)-#5 CONT �G �� %, '*riorEs: � .
<br /> 1'-4" TOP&BOTTOM „�„��;;;� D 1 Clear cover requirements(3"to soil,2"to forms in all other locations) � .
<br /> 2 DOWEL and VERT may be the same piece provided the size and spacing N
<br /> �
<br /> 3"COVER ` � �' I��the DOWEL is used � � LENGTH �G WA��CORNER ' ' • • • • �
<br /> � � � ONT ; ,,. � WIDTH (LONGIfUDE) � x
<br /> � �� (TRANSVERSE) O
<br /> --.:_... DCfEND DOWEL _::_ _ _.'� ���
<br /> 3 CLR � _ TO TOE(j) -� BRG SOIL _ � � � _
<br /> STD 90°HOOK INT MATCH HORIZ � �
<br /> INTERSECTING GR BEAM REINF �
<br /> � �P 2�_6� DRAINAGE PER CODE qLTERNqTE EA BAR 1�-6�� CORNER BAR @ ALL
<br /> OUTER RQNF
<br /> CP CONCRETE PANEL AND FOOTING FWC2 FOUNDATION WALL - CANTILEVER PLYNTH ON FTG
<br /> FTG FOOTING, TYPICAL RI REINFORCEMENT AT INTERSECTIONS ,��-,a �., �,��
<br /> N.T.S. ° -..�
<br /> N.T.S. CPA FWCM N.T.S. FTGA N.T.S. �� �-,�*� y�
<br /> j�r � �
<br /> � r f��
<br /> r�
<br /> �41i�3c? -�_ �iZ.r
<br /> �`�'i�:' S;'`r��f.r
<br /> 'F���N1�rtZ��1�.
<br /> �'�.�t`��,`�` .
<br /> '�r'V�RI ��
<br /> A B C
<br /> FRMG SCHEDULE This space reserved for
<br /> -�-,- -
<br /> AQ 318-14 wvcs as z000 o)(s) P.T.SILL PLATE
<br /> _ #4 CONTw�in &AB governing juris iction stamps
<br /> DIMENSIONS TOP 12"OF WALL
<br /> . �, , ,-, m N A S C D CONC STEM WALL
<br /> . : A\\ \\ HORIz sacKFILLy � ��. �F,--IN) (rN) aN) aN) aN)
<br /> ' a a-o iz a a io 8"U.N,O. CTRD ON FfG,U.N.O,
<br /> - ;.:, �\\\ #H� VERT s s-o zo s a io � �oimwN
<br /> _ e
<br /> " �M��� HOLDOWN ANCHOR e ^N°�oR
<br /> \\\\\\ 2 COVER 6 6-o zs s s lo #4 @ 48"oc e '
<br /> �\\\\\\ @ VERT& � �-o za s 16 io 4��6�� VERT #4 @ 48"oc 2'-0" �te�oa
<br /> ������ DOWEL � i6"MIN s�nP
<br /> BACKFILL WffH 12"OF FREE ~\ � � H s s-o 34 s ib io �WELS w� MAX � I
<br /> #4 AT BTM 14"EXTENSION BEIINEEN �
<br /> DRAINING GRANUTAR FILL ��\ 5'-0"MAX 9 9-0 aa a ib iz � ��
<br /> ° '-�\ s e o 0 0 o e CONCREfE WALL * INTO WALL&STD GRADES M$N e � I EMBEDDED SfRAP
<br /> � \\\ . CONC SLAB � /
<br /> ��\
<br /> REINFORCEMENT � HOOK IN FfG /
<br /> , ; �\���� o 0 0 o e o D O W E L w� �� �P ON GRADE FOUNDATION WALL ���
<br /> GEOFABRIC �� ;_��\\\� B�M 90°HOOK
<br /> ~� \~���\\ EXTENDEDTOTOE • � *2 �IN� vetT*2 t�o�a o�rr I I�
<br /> '' � � � n. 4 #4 @ 12 22 #4 @ 12 #4 @ 10 #4 @ 10
<br /> , 3� S MINIMUM STEM HEIGHT �
<br /> 1' ��� 1�"�� 5 #4 @ 6 22 #4 @ 12 #4 @ 10 #4 @ 10
<br /> -�\���� CONCREfE SLAB REQUIRED TO ACCOMMODATE I I �
<br /> ;���� i'-0" 6 #a @ 6 zz #a @ iz #a @ io #a @ io CONC FTG • 3��� ANCHORAGE PER� I I
<br /> DRAIN TO DAYLIGHT �� -.:. �.�V 16"x 8"wJ HOLDOWN SCHEDU
<br /> CP � #s @ s ao #s @ ib #a @ io #a @ io (2)#4 co�, aR�so�� � ORIGIN DATE: 2/6�2017
<br /> ..�\���� -
<br /> �� _ "'r`� ,.
<br /> �\ \':''ti`.`;;<`, CONCREfE FOOTING ; s #5 @ 6 ao #s @ iz #4 @ io #a @ io
<br /> : �� <„ �
<br /> u.N.a REVISED: �
<br /> \\��� �� � #4 @ 10 #4 @ 8 — .
<br /> �� 'i� � w 9 #5 @ 5 40 #S @ 10 ----
<br /> - � 3^CovE ;��`����`- '�T�: NOTES: FooTlNG DEEPEN FOUNDATION AS REQD TO `D
<br /> ,.:. ._.., : ' �
<br /> �� - _ _. 1 Clear cover requirements(3"to soi�,z"m forms in all other locations) -CENTER VERTS AND DOWELS IN STEM WALL � � �
<br /> ;.:. .
<br /> . . . . .
<br /> ��
<br /> ,,:..,.:_.��..:..,,.�::=-::;::,.,,:...;-.;.,. _- N
<br /> <..::,_...,�
<br /> .-�. -
<br /> :-,.c:"';°-.`,- , , , .: UNDISTURBEDNATNE
<br /> � "'"''�` ` 2 DOWEL and VERT m y the sam p c p owded the size and pac T MODATE FOR HOLDOWN
<br /> . _ I— COMODATE F R H
<br /> �' SOIL OR COMPACfED � �. CONT _ �� a be e ie e r � � s ing AC `�`'
<br /> 2% S�pPE _ -,BRG SOII_ ;_, - of r�,e oowE��s�sed -DEEPEN FOUNDATION AS REQD 0 ACCO L - - - EMBEDMENTS INTO WALL �'
<br /> GRANUI.AR BASE - - - EMBEDMENTS �
<br /> DRAINAGE PER CODE
<br /> c
<br /> CPT CONCRETE PORTAL TOP CONNECTION FWC FOUNDATION WALL - CANTILEVER FWS FOUNDATION WALL - STEM MHE MINIMUM HOLDOWN EMBEDMENT �
<br /> EBW ECOLOGY BLOCK WALL �'
<br /> �
<br /> �,
<br /> N.T.S. N.T.S.
<br /> N.T.S. FVIICB N.T.S, FVIISC N,T.S. M H E �
<br /> �
<br /> �
<br /> �
<br />
|