|
. _ _ -_��
<br /> ,:< , - _ , _ __�� _
<br /> _ . : , . ' . _ . _ __ : _ _ _ r lan _ . _ _
<br /> _ _ : �hearwall e
<br /> Dbl Studs ea stra P: p
<br /> _ _ _ @ P -� _
<br /> _ . � _
<br /> . . _ F�amin plan
<br /> . , _ d e nall Sth U,N.O, _ g P�
<br /> E9 9 .
<br /> ' . : _ ta _
<br /> , ,. _ Cont
<br /> REBAR RE�UIREMENTS�
<br /> _ CMSTC _ centerline (2�#4 @ p
<br /> . _ @
<br /> : : : _ : ' _ _ _ and
<br /> f t , (U C fo nf wall,
<br /> (2)#4 Continuous' in g p
<br /> af Rim Jst
<br /> „ _ . _ _ _ _
<br /> STM A 615 Grade 40 _ _
<br /> #4 vert, R/F L 18 , R/F Stl to be A , , ,
<br /> Framing per plan FIII all holes - w/16d o 0 6u
<br /> �� : PB66 _ _ _ _
<br /> wa 1' E , _ _
<br /> 24 max height for �td fnd l Slab _ _
<br /> �� „ _ _ _ _
<br /> ��_ . , _ _ -
<br /> ebar 10 o�c, `horz,/16 o,c, vert, _ _ _ _
<br /> 24 r ovide #4 r 1�° o,C,Horz,
<br /> P , #4 @
<br /> ,�
<br /> _ ,� � ��
<br /> , _ , ' Framin er lan
<br /> ax hei ht for 6 wall 4 max
<br /> for 8 wall �� 9 P p
<br /> 2 6 m � on Wall c�nstructian,
<br /> � g 6 _ P y u
<br /> _ � _ _
<br /> , p
<br /> , , � � _ _ _ _ _
<br /> Y . _ _ x6 match abv 16a o,c, Max 9 m - 2 r Max'Wall
<br /> 20G�0 sf undisi�u bed soiL nd �, 2 � ,
<br /> Eootings to rest on , p . ,:... _ , 6 'm111 U,B, � � p .
<br /> w�� _ m 1 6 G�m acted F�II Vert, Relnf, per Sched,
<br /> ,�-�� _ _ _ : Shearwall S �cs M _ , P Hei ht
<br /> i � _ p cs g
<br /> f��, _ _ _ , , �
<br /> :� �� , c� , Max slo e
<br /> 1,2 (V H) p
<br /> Shearwall abv G Sched,
<br /> _ Co c slab from �
<br /> � 4 n _ wels w/Std hooks er
<br /> ., I i � , g _Do p -
<br /> .. ,, R408,1 > : . .._ _ STHD__Haidown s _ In, ,
<br /> C�- WL SPACE VENTIAL�CIOiV per �
<br /> �. x. , �� _
<br /> � ._ _ - - - _ _: . . Extend 6 @ m atch vert, reinf.
<br /> �, � / i i _ - - - - , . m
<br /> 14 _ _ _ : , . . . . 'w stra abv
<br /> i �m�n net (1/150) Lacate belo p t- in De h of fill �
<br /> Provide.: 1596 sq :
<br /> � � � 8� �onc Stem M p
<br /> °'. . . �II . ../ . . . I . . . . . : . . . . . .. . . .S . . �
<br /> �� II . . . �O�O � . . . . .. .... ..... ...... . -. : . ���. � . . . . . . . . .. .. .. ...... .... . . . . .
<br /> 4 ts af 67,2 s in
<br /> each
<br /> (24 16 ereened ven
<br /> Install � � q � u , C�R' per SCh , La 32 bar dla, �
<br /> �� �� a w/#4 �6 o,c, Vert� a P ,
<br /> � I i � � �� n
<br /> o � � tube 9- _ d 6 m � _ __ �
<br /> . rovided _ _ ;, 4 San _ p -- n, Grade o,
<br /> net (70/) � 16 �.: s in total p _
<br /> ,... 9 0 : o u __
<br /> � � i : Gonc_ wall #4 �0 o,c, Horz, _ � U �
<br /> r � �� G 12 8 @ _ 4 Slab Conc Ft _w/#5 con�k @ 10
<br /> � _ _
<br /> : __ _
<br /> t . t ) - , , „ _
<br /> Jois�i` � �� #4 '
<br /> Ins-ta,l-�in �m yP _ _ _ _ (2) Insulatior� board
<br /> . �. R l0
<br /> _ _ i _ t _ (2#4 Cont to 4 � �
<br /> �,,. _ �.. !� Conc f l C� R Max
<br /> - r� 9 Ft Thickness
<br /> __ _ � _ _ o
<br /> � .: , 9 �
<br /> 1662 s- ft �144/150 -I 96 s in required .- 18x 18X8' ad _ - � u :
<br /> ,� q i y P : � �� _ -
<br /> , � i � � Mi n � 6 � cr,
<br /> � < ' 1 4 a , _ _ �
<br /> � � _ _
<br /> � w/(2)#4 ea wa _
<br /> � : _ _ - F Drain m
<br /> _ � �. �, _ � _ _ 0 4 _ ca
<br /> U aER FLOOR INSPECTION R�4UIR
<br /> D _ � --
<br /> � � : ' _ x�s Ftg _ .�
<br /> ( �'' �
<br /> � : _ � „ : I o ,
<br /> o�ket
<br /> in ravel __ 3 ir c et
<br /> _ P ai in ravel o k
<br /> nd Shearwalls 9 � 4 Ft Dr _rl p � -
<br /> downs Framin Anchors a onf, � 8 �
<br /> ALL Hol , 9, �.I
<br /> i _ w/(2)#4 C _ _ : _ �- �,� 9 -
<br /> : _ .� _ _ _ y ,� _ I oe relnf, , � �
<br /> � _ _ : 3 clr _ _ wall 8
<br /> must be ins ected before covering,
<br /> p bearing soil-�--- m�tch dowels toe � �
<br /> .
<br /> � � �
<br /> _ � C�T"A1L
<br /> _ r.
<br /> �ED f�D _
<br /> _ 11�S1.11A
<br /> _ �I � �
<br /> ; ' IL THIC,�1�)
<br /> SLAB C�TRIL .�.�.:
<br /> Sono Tuk� F C�1 A _
<br /> _ Wall _ Vertical- Toe Ftg Mln Depth � � �
<br /> � I Max Wall
<br /> . t - _ STRAP SCHEDULE
<br /> " NY WALL
<br /> �� PD -
<br /> _ ,T, . of FIII = �
<br /> be made ta revent � : N S
<br /> Provision shall P Relnf, Wldth Thlckness ^ -�
<br /> _ N,T,S, - _ 1-�e1 ht Width _ �n
<br /> N T;S, _ _ _
<br /> _ _ _ o Fasteners to o , B � _ „ .�-.
<br /> ectin in crawl s aces _ _ M
<br /> ain Floor Ma ln F loor t . ,� ��- cv
<br /> water from coll P , G,� 4 �6 o,G, � -� 9 1 -4 � c�
<br /> 9 : " � 8 # @ , ,- d- _
<br /> a�n Floor and , , � „ � .-.
<br /> _ oldown Pon wall M , „ m
<br /> in ont basement floors, _ H Y /7�
<br /> and from leak 9 _ _ �' ° 8 #4 Qa 8 O,C, ', 2 -� 9 2 -4
<br /> �' � � �
<br /> _ _ _ _ _ _ I , / YJ � n ii i a (�
<br /> _ _ _ _ Call-out Stra Pony wa I o ,, , n 3
<br /> _
<br /> _ _ P - 9 2 -4 - � �r
<br /> _- � #5 12 o,c, 2 �
<br /> . a � r � � -�
<br /> _ , , � �
<br /> : � _ _ „ , „ „ � ,,
<br /> > smkers
<br /> CMSTC'16x6B (30) - �6d _ _ ,, � U , � 3 ��
<br /> : e . STHD�4/14RJ _ C,
<br /> CHOR BOLT WASHERS shall b ,.
<br /> AN � . ., � 8 #5 @ 6 o.e, 3 -0 � , ��
<br /> _ > ,� :�� _
<br /> , �� , �. _
<br /> �� �� � . x,� _
<br /> �� . � . ,.
<br /> ,_ STHQ1�/1�RJ' CMSTG16x48 122� - �6d sinkers . , �� a 6° a,�� 5' 2' 12 4 -0
<br /> 3 x 3 x 1/4 thick er f�6�2,11,1 �. � : , _
<br /> p A - l� 0 �e #6 � r Y � _
<br /> _ 18 - �6d slnkers
<br /> CMSTC16x42 ( ) _
<br /> STHDB/SRJ � ;E; .-s.x _
<br /> be no less than 7 bo�t 3a eters _
<br /> Bolts shall t _ : ,,.�.,._�. �
<br /> � ;, __
<br /> � _ _ _ � itlo
<br /> C �6 Ed
<br /> , General N
<br /> otes, IB
<br /> �
<br /> _ I overla :
<br /> �
<br /> . ore than 12 from the ends
<br /> _ and stra s wi I __
<br /> and n�t m - ote, if � wall hel ht is iimlted p P, ,
<br /> N P� Y 9 � , e m sf Surchar e
<br /> _ � 2�� oll earin Pressur , p 9
<br /> : p .�B cf EQ, Fluid F'ressure p �
<br /> , _ _ onal studs p , _
<br /> sill late, _ and Install 2) additl ���
<br /> of each individual foundation p
<br /> _ . _ offset STHD- sirap 3 (
<br /> ; ,._,
<br /> stre th
<br /> _ _ lan . I min, Com ressive n ,
<br /> � _ ither stra er . bic ard 25� 9
<br /> es embedment, _ _ walL At carn�rs lacate e _ R P _ �� Sack cement er cu , ps P
<br /> Min, �: inch , at the pony , P P Y r.
<br /> _ , , � '
<br /> _:- �,;. on the ad acent face, _ _ _ 6 al water er sack, Grade 48 steel ,.�.
<br /> , �,��y _:_ �' _ and the other � Max g , p � <��a
<br /> � _ _ � N .... •
<br /> • _ _ j' • _ __ _
<br /> _ _ ._ _ : _ , _ b acln s as r d _ .� ,���
<br /> �-- ��. . : . , �',ackfiull with urous materlal, Provide temporary r g eq
<br /> BOLT P ecemfi er Structural Calcs + _ __
<br /> ANCHOR � __ 24. 0 _ , � ', N :��� ;
<br /> .- F� ,
<br /> . __� : . :antll slab Is constructlon an� cured,and floor dla hra m Is constructed � .�A
<br /> and/or ��0�3;�1,6 �'.�� v��°, , _ ` � �� , _ , :
<br /> � v� , . . . . 24 . 0 _ r. ���
<br /> � � , „ , �� � �� �_ �� ,�:_� �� �: _ ..
<br /> ° � ' .6° : '5' 1/2" ' �.10-1 ' 4' 0" 4 9
<br /> 5 -; 5 6 7 Il � � _ 6 7 ; , - _ >
<br /> „ _
<br /> - - - - - - - - - - - - ._
<br /> _ _ �. .� _ � _ � _ � -� _ _ _ -
<br /> . _. � - - _ _ _ _ _ � _ _ � _ �'_ _ V _ - - - - _. _ _ _ � .� , CANTILE� F��ATKJNWALL �,
<br /> TYPICAL FOt.�iJATiJN & TYP'ICAL�( WALL
<br /> _ . _ _ � __
<br /> . � " . : _
<br /> an es to fl�or frami _ �
<br /> An ch 9 - - - - - _ ::
<br /> y 9 - - - - - - - - - - _ _ _ _ _, _ _ _ _ _ _ - _ _ _ - - - - ._ _ - - - - - - - ._.. _ _ - - - - - - °- ' °
<br /> , . � t � n � o �/2 - 1 J
<br /> _ _ � -1 � _ � _ _ - _ _ _ � _ _ ..._ ._. ..._ ..:: _ _ _ _ �: _ I - _ :
<br /> sawn) - _ ,
<br /> e, I Joist from solid - � ,_ _ _, _ `__ _ ,.,. _ -- - -, - - - - - - - - -�-!,- - - - -, � 1/2 - 1 �
<br /> ci, (�� , DS '_ DS r — — �. � — �_� _ DS
<br /> .i � �� � _ ,� � „� � ,� � �, i _ ,� � �� � �� : � �� _ : �. � _ ���
<br /> � _ - i . --�- 4 6 -�- 6 4 1/2 I RE�/�����5
<br /> wili requ�re new fl�or framing plana, , . 1@ 1/�- 3 3. 6 � 4 6 � � 4 1/2 � l� 1/ � 6 0 _
<br /> ►
<br /> - i � i � � i � i I I � � � � ,_, � _ � � � 2x6 Blk 24" o,c, (2a Jst Spc w/�0d _
<br /> .
<br /> 18" min, crawl space , I � ( ,� � �. I � ► � � ,� � i 1 � � Q. E ,_, i I I � , , , ,
<br /> � � i ./"\ , , i i �,� _ Q. i � 4 o.c, from FL G _ _
<br /> �� ce � beams " � . I : :. i t, � i , � v � _ I I _
<br /> 12 min, clearan I � i I i I
<br /> i --- > Deteil 1�/A2 : � i o +- i e� Jst, A�4 Cr� ea end T (2l #4 c�nt, @ top
<br /> � 6 mil black vis ; va or barrier , I � : tl E � � I _ _ I J I: �, i � i �, � �-- I I A84 �a
<br /> , r3ming per plan
<br /> q P ' . � I �-�- - s�. i i � � i .:�. _ _ i Framing per plan Block to sill late � f�.,
<br /> - F,G, insulation u to' subfloor � .,� � � � i . . I �i I �. � � a� � . i : I , t0 5111 plHte _ _ P
<br /> R 19 P , ; . � � ,-- ,�., � _=�.� � i i � . � o r., -+- . � I � _ : o
<br /> , _ , � r--.0�3 � �-- I . � . � to I I I � ,. , , I � c.+- . ( _ _ o : ��
<br /> i i i � = i DQtail 11/A� � i � � i � � cy � � : � ► � _ 6 min _ �
<br /> ., i � n.c� �, � i _ � i , �. i i � ��' �. c�- i T� CXN�I�CTI�1 _ 4� conc slab
<br /> Column 8 Beam Notes� l i � o � , �. i �� . �� � � I I o� d- o� I I ►"ad� '
<br /> i. � , i m � . �, i � i � � � �,-, � � i � � Parallel Jolsts #4x3�� � 36" o�c epaxy 6" Into wall
<br /> Col,s to be 4x4 u,n,o, I v QJ c� � i � �l i � � _
<br /> , I � � ��t- ' �,d- I � � ( � I � co � � �� � �
<br /> I � �I 1 I �, I I
<br /> Col, Bases +8 abv gr or P,T, � o# �i- o � E � . � 8��
<br /> ,,� I U � _ ,..� I v , _ i \ -._.. .� _ _. _ J I + , �� _
<br /> u v; i ,. � I a7 , I i i . . � X �j. �
<br /> Protect Col Base w/FHA 12,or eq i /-�� I . ..-� � . � n (2} #4 Cont, C �op 2 Clr - V2rt, R8it1f, per Sched, �
<br /> . . . : ,. :... i'f �;>F . :�. ...� � .c � . v ' 'f'- .. � � - ._ _ �. �.� � � . �. 7 . . .._ . . � _ _ �._� I , . . . . . Ln ��r� .. . .. . n. . . . .i . � . �� . . . .. �� � � �� � � � � � . � � . . .. � . � � .
<br /> w , :� : � 1 ,.. ... .. ._ _..... :.. ..... .... I I i �- _ . • , � 1!�'
<br /> - ��407, ��.�..�� co �--� cn �. -- ,�en_ _ .._ _:�_...__.. �._�._------+-!---.,_ -------_-_..� - --=-- - .:._ ► 1� a,c, Harz, Ma� :,/all Hei ht
<br /> osi, conneei' er � . _. I _._.._..:. . _._,..;.. �. _�_.__._:.�.._._ T --_... _ . _ .. _. _ _. - _,:._._#4_ @__ _... _ . . . .-- - 9 ,
<br /> Col Bm p P � .--r .. I _.....-- •------ ._ .:.:., .,.. _, ,....:... .�_...m._._._...._ _ � _ _ -- - ----..-- _ ,. ..._. ..,,._--_ � -+--
<br /> i . t � , . T_...: . . ...��_ . ;. _ -..._.._:._____..._�...... _ Max Wall Height , _ _
<br /> �� I X'�. � � � � � _ - _ �} _ 1 _: i t�- _ ,� _ � 8 _. �_ T. -...
<br /> 1 min air space betwen wood 8�� , I � � i
<br /> , � i . � � ! . � i Slab on rada ! T _ - _i � � per Sched, per :��hed, �
<br /> _ d, _ , _ _ � � 2`Ex24x'10 ,� � _ _ _.i_ � = I g - I i _ _ , � #4 10° O,C, HOlZ.- Q> �
<br /> concrete or use pres, trt _ � _ , , � � i m I �
<br /> m i w/(21#4 ea wa i _ ! I Vert, Relnf.per Sched, C� ,
<br /> Q
<br /> multi oists w/ 2 rows I. i , � � i I _ _ _� � � I T.- - A ��_ __;��— � _ _
<br /> Laminate � i i _ : i , i _ _ � i . Defiail 1 lA2, i i _ � �
<br /> �� ' � . I Sleb on :grad� I I � i I � _ _I � tt� � ,,..1 �i - - - -: - ��mpacted FI I) , CI)
<br /> , i8d � 16 o,c, stagger top/bot _ � , f � ; Compacted FIII
<br /> N � i I : � j� �......, ��- �-, � � � ' c`! i ' ► i I i �,2 (V;HI Max slo I
<br /> ' � � _ - - - - � � - - - - -a � � V;HlMaxslo _ „ @ Ps n � �g
<br /> I �' ' ,
<br /> t . � ,_.. i � C� 1 ( P� _ �^ << � „ Dowels per Sched, ct �6 o,c, i
<br /> i _: , � ,, �. � � I, �� il � � �
<br /> _ � i � .ft � _ _ _ -� min, Dawels per Sched, @ 16 o.c, : �.��.�end 6 m min� _
<br /> q i. � . i _ _: �...T � , , � i � Extend 6 �
<br /> i (Embed 6'" Info F�qa O _ j�
<br /> stub-out#4 reear @�8 o,c, _ : i :; ,:- [ ; .: .i � i n i � �-�� �,;i .► _ . , (Embed 6 Inta Ftg) � Min Dep h of fill
<br /> � � i _ _ _ _ i � � � :aa,{�� _ _ �. � � � - �-- M:in D�p h of fii1 � _
<br /> �at cr.ncr, rch to r�sist '.. � , .. . � �; � .:,,... � ' H 1 m .-,, � , ^ m ' ,• �, ` '�� pe� SCh , �~- C� I`i.
<br /> � _ � � �:���. �� i. �. _:: , � � Oa' per Sch
<br /> _ 4 7 l/
<br /> ► _,1� 9„ - . _. 7--1/2 _ .� _ , 4. 7 1/ � i _ �'��. � - - - � � _ ' �_ _ _ ,� �
<br /> tla► sattlln - - -- _ :�- . I _ : _ .. .. t _ _ _ _ C� cr, Ft w/2l#4 Cont. -
<br /> dlfferen 9 . � � . :_ � -_ � _i _ � � c� . .. ► y-- : Concr. F w/(21#4 Cont, „ _ n 9 � �-� .
<br /> � I � � - � - - - -, � � � i �� , i - _ _ --i � ,, �,9 -4__slab _ _ _ _ -0 _ i
<br /> Provide p,t, rim �oist � patio � I -�, I ___ Ll _ � _ _I _ � , �, I C� 4 slab _ _
<br /> . i' j � 51ope to daor I �.�: I t" _ � i I 5lope ta doar - �� I I : ,, , � 9° in � �I
<br /> _ i ._ �.. i � � - - LiI i � I : � a� � -- - - -- 9 mi m ° _ •
<br /> � , � _ � -� - — "'' — — — — - - � , . � ; n 9 � e � �'
<br /> � . � . . i i �i i � _ _ �� � ravel ocket � :
<br /> � , , i � _ _ � � i i.i � � ► i i_► � - - - - ,, � fl - raln'In ravel oe�:6t I Clr� _ 4 Ftg Draln In g p _ .�--
<br /> � � .i � i � . - - _ - �. _ � _ � 3 Clr 4 FtgD g p 3 : p �
<br /> _ , _ � � _ -,. �_ . . e -� I I � I I . I � 1 � ' CCaMGR���-� ' -.-'I I I � �` ,: K� _ �e
<br /> � NC�4S C� �l.ECTR -�= - - - �- - �—, �
<br /> . � i , . ��. _ _ : _ _ _ -� � - - _ _, , ( � Ob� �� . _ 18 min, LL .,-� �
<br /> , ! i � i i i `-► ; ; i .i _ i IJ�E� t� *�i i � � : � �n, . _ _
<br /> � ; _ .i . i i :� � ��U�,�� �d� iJiR�'D _ .� �8 m _
<br /> - - - - � _
<br /> � I I. � I : _ . _ ; _ .�. _ ._ � �
<br /> 1 i �-� � _ _ P�t� �l�C � � MIn De th M� Wall Verticai Ftg Min Depth
<br /> ' i , i ; � � ��.��. i Max Wall Verflcal Ftg _ P -
<br /> I. i ► i �� � � _ ht Relnf. Dowels ' of FIII
<br /> � � � � � � i i I .--, i �Hel
<br /> c . ; . .-, r_ : :, � � � t���'�+�T�� ��` �t� T(N . � Hel ht Reinf. : Dowefs of FIII „ _ ,, , „_ _ _ _
<br /> . . .�� . . . ( .I . , .. . ....---{ � I� `� . I . ..� ... . . I.. ( . � . I . .. . _��, . .�I �. I .. � . . .� � . .... .. . H ... .. ....�... . p:._..:.. . . . � . . . . . . . . . .. . . �
<br /> > , ( i i 5' 0 #4 @ �6 0,�, #4 x 24 12
<br /> i i i . _ _ . ► i i i 1 _ � . � i i : 5' @ #4 �a �6 o,c, #4 x 24tl ' �2fl: I � �� ° ' �8�
<br /> i � �. � � � � - i � � i � #4 16° o,c, #4 x 24 18 , , � #4 �a 16 o.c, #4 x 24� tl
<br /> � '� i , _ � _ � � � � � � I � � _ � � � 7' ,�M C� �, , � g', �m #4 12° o,c. #4 x 24 36
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