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. . . . . . . . , . . . ....... . . �' . . . . ... . . . . . . . ' .... .�.. �Y... . . . . . '.: - . � .... . ..�. . . . . .. - � . .. :.... . .. ' ....:. � . . . � . '. . . . . .. . � . .. . . . .
<br /> REBAR ftE�UIREMENTS� - ' , _
<br /> _ - :. Dbl S_ _ a _
<br /> . - tuds ea str Sh arwall er lan
<br /> _ _ � �? ' P p ` '
<br /> .. ` : : _ Ede :
<br /> _ __ . a _ ' .
<br /> n II Sth U,N,O, :
<br /> c, (1) � ta of walt, ; 9 9
<br /> (2)#4 Continuous in f i.� P. _ _ Framin lan
<br /> .� _ 9 P� P
<br /> �, _ , , , _ - ,
<br /> vert, R/ , % S -6 -. , -
<br /> #4 F � 18 R F tl to be STM A 15 Grade 40 _ ` , _
<br /> A_ : _
<br /> _ ' _ _ - : _ ; _ CMl , : :
<br /> STC centerllne '
<br /> „ : EPB66
<br /> _— C�
<br /> 2 #4 ;
<br /> , . ( ) Cont to
<br /> 24 max hei ht for std fnd wa11 �
<br /> g _ P
<br /> slab
<br /> _ : �
<br /> of RI Js a
<br /> n_ n_ u
<br /> : m t nd :
<br /> � _ -
<br /> ro a b
<br /> 24 iid #4 re ar 10 - o,c o o , ,
<br /> P
<br /> , h rz,/16 ,c verfi, .
<br /> . � F aml : a
<br /> �
<br /> , r n r I n _
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<br /> : „ : Flli al I ho es w 6d
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<br /> . �� 8 1
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<br /> Pe P
<br /> .� x ei t or 6 a
<br /> . 2 . m h h f w l ax f or 8 all ; : , . � o
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<br /> _ _ �� _ . . _
<br /> nd _ ,
<br /> . s a , : : __
<br /> � 4 1 b ;
<br /> f-ootin s to rest on 2000 s ' d ed. soi _-
<br /> 9
<br /> P
<br /> f un isturb l, >
<br /> _
<br /> :-
<br /> . . . . :. .,. �. . . . . . . . . . . . '. . . . . . . � . . . . .. . . ... ��. � ' . .. .. . . �..... . .: . . �.. . - G.... :. � � . ..��. .. � . .. .�� ... . . ... . .. .... . � ��. .
<br /> 6_ i 1 V,B, , :
<br /> � i _ m _ on W
<br /> . P all construction�_
<br /> Y Framin lan #4 � �a o.c. Horz;,
<br /> _ 9 P� P ' _..
<br /> : _ --._: , :
<br /> . . . . . . � . . . -:,. . . � ..• . .. . . . . i. - n . . : � , .�. . . ��. :. . � . ;
<br /> . _ _. �. .. . . . . . . � . -� . _ . . . . . - . . . . .. _ :.,... . � :� . . . . : _ ..... �.. ....�. ..�.�.. ... . . . ,. . . . . . . .. . . . . . , ..
<br /> Provision shall be made to revent I _ , . 2x6. t7latCh abV `i6 o,C, - N , .
<br /> P � - � 'Max 9 8 _ ,�
<br /> , > ', ; _ 2 :
<br /> ,; 4 Cone slab Cir
<br /> . _ , u : ;
<br /> � t � ,
<br /> water from coltecfin 1n crawl 5 aces _ _ She�t'wal) S eCs
<br /> , 14 : . . - - - - - : Min 1 6 , M� Wall
<br /> 9 P ,_ . . . . P ` ,
<br /> Com cted Fill
<br /> . - _ : ' . _. _ ._ ._ -_ -. . . -_ _ Vert : _
<br /> . pa , Relnf, er Sched, ,
<br /> , . _ _ _ . . P
<br /> and from leaki ont b se _ i I fTOrTI Sh al 8bv
<br /> n a ment floors, sotlo _. _. - - . _ eaNv I , , ; Ne� ht
<br /> g 1, V 9
<br /> _ _ , 2 ( ,H) Max slo e
<br /> _ : . @
<br /> . P
<br /> . � � �� . STH[� . oldo s:
<br /> —N wn , .
<br /> tube _ Dowel
<br /> s w/Std hooks er Sched.
<br /> _ 4 _
<br /> p
<br /> < : Exte -0
<br /> nd 6 min,
<br /> ,
<br /> ,
<br /> . . . . .. . . ... . . . . ... ... . . . �. . ��.�.. . - . . ... �� .... .�. --: . . .. . p . -. . . .. � .. . . . . . . .
<br /> . a
<br /> � � , o c
<br /> �
<br /> Locate bE:,o stra a .
<br /> _ �� �� ' I w bv ,
<br /> _ _ 4 Sa d : o P , , ,
<br /> n 8 C nc Stem match verk, reinf, . .
<br /> : ANCHOR BOLT WASHERS shatl 'be , _ �
<br /> 12 8 Conc wall Mm De h of f�ll
<br /> _ � :, s
<br /> - - - - - (2?#4 _ _ P �p
<br /> �/ i _ :
<br /> q . i I . . .. . . . +" . � . . . .. . . . . . . . . . . . . . . . �. . . . ..LU.' . . . . .
<br /> , _ � w/#4 �6 o,c, Ver�t, -- n �
<br /> , _ - --. _ @ o er Sc . ,
<br /> 3 x 3 x 1/4 thick er :R602.11,1 . . Conc f _ R 1Q. In�ulation baard h �L
<br /> . P , 18x 18x8 ad ; t 6 min p
<br /> y P _ J : o La 32 bar dla,
<br /> , i i � _ _ P .: �
<br /> � � . _ �
<br /> � __ _ #4 1� c � Fin, Grade
<br /> _ _ - o, , Horz; _ _
<br /> t @ , ..
<br /> Bol s shall be not less then 7. bolt diamete�s ' l 4 �-----__.� ,, . '
<br /> i w/(2)#4 ea we _
<br /> , _ _ _ _ � � �J ; _ Cfl
<br /> _ : 4 Slab nc F ' w/#5 cont 1� o, ,
<br /> �� _ , _ �
<br /> ( _ 2l#4 Cont to , „ _
<br /> ( C.� <
<br /> and not. more than 12 from the ends � / P , .
<br /> Max 4 �
<br /> . . ._,. . � �� .. . � � .. . �. . . � , �. . �. . . �_. k ... . . �.., � . . . . . . . . . . . .. . . . ... ... . . . . . . , .. . . .� .. .. . _._ :.. , . . � . . .,� . .. . . . ., .
<br /> . . . . . . . . . . . . . . . .. . . . . . . . . � .. . . . . .. . . . . . . . . _ . . .. . -� �� 1 q � . . . . �.. . . .. . . . . .. . . . . � -,
<br /> . . . . . ..� . . . ... . . . .. . . . . ..... .-� � . � . . � ,� �. . � . . . . . � --..'. � . - � � � . � � . � . ' .
<br /> of each indivldual foundation sill late, _ _. _ _. _ _ � _ � Ft ThlCkrtess
<br /> P , ' ; Min 1 6 g _ .
<br /> _ _ .
<br /> _ - . _ �
<br /> _ : � —4 F Drain �
<br /> Min, 7 inches embedment�'' �9 _ t!J_
<br /> _ , _ 5C"16 t _
<br /> Fg
<br /> , o �
<br /> , _ _ _; . c�
<br /> ln ra e �
<br /> _. wl 2 4 Co _ �
<br /> v l ocket
<br /> _ _ (
<br /> )# nt, 9 P _ _
<br /> _ ,
<br /> Sono Tube'F L�TAIL
<br /> TH ED SLAB [7E1"AIL : 3 Ir .
<br /> IC� t�I �U.ATE.D l�1Q C�GTAIL `"
<br /> _ _ - . '7' I
<br /> ( l .
<br /> 4 F D
<br /> rain In rave oc t�
<br /> _ �ae rel I � t
<br /> : _ � nf,, -�— ���� �
<br /> _ > clr 7-E , . t8 _ 9
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<br /> _ !�
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<br /> � bea so �
<br /> �� I i rin II „
<br /> _ 9
<br /> �
<br /> CHQR BOLT Pl cem e c _ �
<br /> AN a tn r Structural Cal s ` N,T , _ match dowels, toe wall 8 ,
<br /> P S �J,T,S, �J,T,S, _ _ ,
<br /> _ „ � --
<br /> _ �
<br /> d/o 0 . . _ , _ _
<br /> an r R4 3,1,6
<br /> _ - _ _ _ , ` t,,. . ,.
<br /> _ . _ ,
<br /> '� �
<br /> _ Y
<br /> PON WALL S SC _ U r.
<br /> _ LE
<br /> _ TRAP f-iED
<br /> _ Max Wall Wal
<br /> 0 alternate Mudsill o , . I Ve�fiIG'�I '
<br /> R Anch r er schedule _ T0e Ft Mlfl D8 th �
<br /> P _ _ _ 9 P �
<br /> , . aln lo
<br /> I � �
<br /> _ M F ar ai Floor to Fa 1 --
<br /> M n steners ko Hei ht Wldth Relnf, - _
<br /> _ Wldth Thlckness of Fill .
<br /> . , < _ _ ,,.r
<br /> A c a e oo _ _ � �� _ _
<br /> n h n s to fl r frami� �� � �
<br /> , � e ,� � ��
<br /> y 9 _ �
<br /> 9 :
<br /> aldo
<br /> H wn Pon .wall Maln Fioor _ ,
<br /> and 5 � S #4 �6 o,c. ' � � 9
<br /> . _ . Y @ 1 -4
<br /> � �
<br /> _ ' c� .
<br /> (i,e, I Joist from solid saw , _ _ _
<br /> (�� ��� ��.� �� . � . �rt . . e . i �.�i�� �. n - . :
<br /> _ � o r a'
<br /> �0��_OUt ,
<br /> Stra Pon wail : T 0 8 _ �... v
<br /> #4 8 o,c, 2 � 9. 2 -4
<br /> - . R Y @
<br /> _ �'n , d-
<br /> ; _ _. . N ,
<br /> � �
<br /> will re uire new ftoor frarnin lans, �� � -�
<br /> 9 9 R
<br /> i u n i x
<br /> . . . . ..:�. -: . . . . . . . . . .�.:�� n..�. �. -�. .
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<br /> _ _�l :
<br /> 7' 8 #5 1 0
<br /> _ 2 ,c, 2 � 9 2 , �
<br /> _ @ _
<br /> STHD14/14RJ CMSTC16x6� ; 3a 16d si s . 26
<br /> _ . ( ) nker �-
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<br /> ( i n ' i a _
<br /> . . .�,.'.� . . . . .. . . . . ._.. � . < . . . ......... . . . . . .. . . . . . .�.. , ... .. . . . . - . .. . . .a.�. . . . _ . . . . .. . . . . . . :. . ..
<br /> n _ `,.1' � _ _
<br /> 8 �� 6 o,c, 3 �
<br /> . _ 9 , 3 0
<br /> -, . S D 0/�@RJ , �
<br /> 18 min, crawl s ace TH 1 CMSTC16x48 (22) 16d slnker's , :
<br /> P _ , . , � n . _ _ _ '
<br /> . . . . . . . . - . .. � . . . . . . . . _��...... - . . . . . . .._ . . . , . .. . ... .. . �� e . � _.�� . . . ....n��. � ._ _. . ..� .�. n � . �. :��� � .
<br /> -. , . . . . . . . . _ � �..�� .._.. . . . . _. . . d . .�. .. � - �-'. . . . . . . . .... . . . :_ . . �.� ... �.. � •ro �..
<br /> ��
<br /> __ -. ' 1� � 10 #6 6 o,a, 5 - _
<br /> .: � �` 2 �� 4 0
<br /> � e . . T � � , ; ` _ . 'STHDB/SR�.1 CMS C16x42 �S - 16d s kers
<br /> 12 min. 1 arance C beams _. _ , . ., . T T � ) �fl
<br /> _ _ . - I . , /
<br /> _ . . _ � . _ . _ . . ' - _ : , ..::_ ; ' _
<br /> .. - �� . , . , . . .
<br /> ,� _t`
<br /> . : _ � �r> : :.�. ,, �....,
<br /> _ _ . , _ �
<br /> � mil black vis , va or barrier -.
<br /> : . � I
<br /> ,_ ; , ,.. _ ,
<br /> 4 P � _ _Note, If o w P_ �s:.� ; -_
<br /> : _ < 2 Q . _ _ _ n all hel ht ls Iimlted ar�d stra s wi over . ,� �
<br /> _ 22 0: - p , y g II la , General �lotes, IBC.,�� �dltl n �.,F : �
<br /> . _ - P P
<br /> �
<br /> ,. . , 9 . ;
<br /> . , _ _ �
<br /> _ : . . . . . �
<br /> �
<br /> , . _ ,. _
<br /> 19 F,G i sulat o ' 1 0 � _ . . -
<br /> R , n 1 n u to subf o r <: _ _ ,
<br /> _ _ . . , �
<br /> P � �� : � _ � offset S D stra
<br /> _ , � : _� ,� TH _ 3 and Install (2) additlor�al studs 5 c�
<br /> , 1 1 , � _ _ � : �� P 0 cf EQ, Fluld Pressure 2 s Saii�Bearin Pressure 0 sf Surchar e .
<br /> . . _ 16 3 _ .. l� l _ __ - P � P 9 , , P 9 � �
<br /> . . _ 1 . .: : 16 3 _ l� - �...�' , .. .
<br /> : - . � ��.
<br /> , . . : e
<br /> at th on wall, At comers locate e t �
<br /> , _ _ . P . Y ,
<br /> i her sira a � lan ,-
<br /> . , . : � � { P P
<br /> : .. � . , �
<br /> �
<br /> 5 Sack ceme t ' cublc ard 25�
<br /> �� � n er I min, Com resslve stren th -
<br /> . P Y , - ,
<br /> � PS 8
<br /> . . . �
<br /> . ::, . . a � � , P ' m �.� : . .
<br /> _ . . , . : n he other on the ad acent face, i
<br /> _ — _ � � _ ,.. _ _ _ _ _ _ . j � . , ,,
<br /> . . _ - - _ _ � . �. _ .� _ w _ _. , , _ ,�
<br /> Coumn 8 Bea Notes : . � _, _ _ _ � _ ..._ . ._ _. , _.. _ �
<br /> t m � T: _ _ � _ _ - - - <- _ _ ., _ � � � _ : ��1axB a c -= a .
<br /> , _ .� �. al w ter sr sa k, Grade 40 steel �; �
<br /> — , , ,___ _ _ - . : _ 9 P : .
<br /> _ -C.� _.; - _ �
<br /> - - _.. �1 . . ,
<br /> , � � _
<br /> cont. f _ _ __ :
<br /> 1- , �,
<br /> Col,s to be 4x4 u,n,o, � . � , Got�1' f t — � , _
<br /> I ._ _ . _ .
<br /> _ � _ _ _ i 9 . _ F3ackfull wlth ourous materlal Prov de te
<br /> '�� �- � � _ _ _ _ _ _ � � i _ . � i , I m r bracin sasr d
<br /> � P Po �"Y 9 >
<br /> - - � � _ _ - - - -.- - - - - - - - -� <-- -- - � , _ _ �. _ _ _ �. _ � _ _ _ _ _ �l
<br /> -�:r. , _ QS DS
<br /> Col ��iU��s +8 ab r or P.T: � . , < � _ , f ; _ _ . — — — — _ _ �
<br /> , v g � � � � I � I i . . i � � � untU slab Is constructlon and cured and floor dla hra m Is constructed, �-
<br /> � ; � . . _: ;--, � . .� _ ' _
<br /> Prot.ct Coi Base �r/FHA 12 or ' equiv, I � , . � � I � � � I j 1
<br /> , , , = _ . _ , ,
<br /> ��� - i . � � � . TYPICAL FC�DATICON & TYPiCAL P(�hlY WALL _ �- _
<br /> ..�1 Bm posi, connect per. R407,3 I � - I I � � . I � � c'� ' QA�TILEV�D F4�ATION VVA11 _
<br /> „ � - _ >
<br /> 1 min eir s ace betwen wood 8 I � I . I � : � . � . � � , , q m
<br /> P , � � � �
<br /> . if2 = 1 @ �/2'= 1' 0' �
<br /> concrete or use pres, trtd, - . I i � �, � — i: ' . I ' I �' < , � — � : _
<br /> i � � , ; � � : . � . � �, � , , � � , , ,
<br /> ��R�inat e multi joi.�ts w/ ._ rows , I ; . i I . � , ` _
<br /> REVISIONS
<br /> 6�� �,�-,� o , i i � . � I ' . i ► i � _ , _ 2x6 Blkg 24° o,c, (2) Jsf Spc w/��d , { ; _
<br /> 18d � 1 o,c, stag�er t ;.� b t . N I N ��. ,
<br /> - � i � Sl.ope.. fia door > •. :I � � ': . � Slo e to door . . � . , C� 4" o,a from FZ..'G ,
<br /> i � �- . , , � i i R �- � -
<br /> � I i , � I � � : � i . A34 � ea Jst, . _ -A�4 � ea end � ; _ :
<br /> _ � , _ _ . , ►. � : i Framin lan , . (2? #4 cont, �7a to :
<br /> 5tub �ut#4 rebar @ 18 0,�, . � I � . � i � � 9 R� P . to slll late Bloc s� r-raming per plan P
<br /> , � i � I p k to II plate
<br /> at canc�,por�h to r�lst � i 1 � � 1 � � , ,<
<br /> I 111A� � I . . � , � �-
<br /> �
<br /> diffa�entlal settling � I � .- �, I ( � � I 11lA2 I I 6" min � ° � :
<br /> a- ' : ' , , . � , I � � . . I ,, _ _ ' , �
<br /> Provide p,t� rim ]oist ,� patio _ I � � „ � i i I , I I TOP CC)��-�T�� , . ,
<br /> _ . 3 Car Ga� age + fiandem . � � � 2 Car G rage - � _ rade 4 conc slab . Q
<br /> i -I i . . � ► i -� . � i �. @ Paraliel Jolsts , , u
<br /> ' > � i . � � � : � , . � t ' - #4x�� @ 3B ac, epoxy 6 Into wall .
<br /> _ ! , � . � I I � , � ` r�, _ (�
<br /> - _ _ ' _ � � I ,� � � � 1 i I : I � ga ' :
<br /> 'i � ,-:. � > � ��. i �, � , , � � ; � (2) #4 cont: @ top , _ � ,.
<br /> � e Q- � � --, - � i � � i � � , 2 Clr „ � 2� Cir Vert, Reinf, per Sched, �
<br /> : _ i �� - a . : , . I = � � � = Max Wall Hei ht #4� 10 o,c. Horz, _ , �::,. ._-.f- .
<br /> : � I . . +- -n c.> , , . . . � �n . � i I in 9 , �° fv,.._�c Wall Helght .,...
<br /> . _ . �7 � , ( I _ , ,�
<br /> _ , . . � , ..1 - .�. .�t�b on rade - I � � 'Slab n rede i er>Sched, , _ _ , r;.,;: ' g
<br /> i � _ , �,�. Sched, , -►- �
<br /> I � � o " 9 � � ,I � _ i � ir-� p'
<br />' � . . . . . - . � ' � �. I � .�'. � ;. � . e. . .., . . . - �. � � . . � �� � � � � � . . � . � . . .- . , . . . . .. . . � � � . . . . . . . . -
<br /> � , __ _ .;�r��il� V,B,�" . , I I :--� . I i � . 6mi V,B� I � ,--�, ' Vetrt, Re(nf, er Sched. �' , �
<br /> . � ca.co . m �;;.. sand � � N � .
<br /> � #4 � 10 o,c, Horz;' �
<br /> , � I � � o .-� +- ; i, . , - I I . , I 1 4 _ and � � , . i Qj. :�
<br /> . .,- 4- • . � . - � Gom acted FIII , - _.0 ,
<br /> , � � � , � �,. . . . , � . � . . � i � I � P , C�mpacted FIII (�1
<br /> . , � .
<br /> . � c� U „ - ; ► � : .. , � _ � � ' , @ �1;2 (V,H� Mex'slo . _ � -1,2 � _ : � `
<br /> _ i . .I, c �-- . . . . U i i i I � P� ;, �. C� fV,H) Max sloPs e , �
<br /> • ca� �t- p i ,.: . C7 I , , � : r_ , ,� , ,;
<br /> ' ' i . #: , . _ i ,_ Extend 6 � min, Dc�wels per Sched, @ 16 o.c: ,; _ .Dow
<br /> � i � � �,-. . i. - � i , i , , �tend 6 � min, els per Sched, C� 16 o,c, � � �. . ;
<br /> _ : : :. _ � c� i _ ..__ _ = i . i _ ��. , Ernbed 6 Into F ' , „ : �
<br /> m � ► , - �. � - � i ; , Min Dep h of fill ( _ �q? ! � Min De h of fill (Embed B Into Ft a 0
<br /> � oo � � cn _ H � m � i , H � c� , P 9 ,
<br /> , _ , �� er Sch �
<br /> �''� I � b'� UR� per Sch r-+ \
<br /> s
<br /> �; i _ .� � T 3 ► . , i i �, ► � . UR ,, p , _
<br /> x , .' �. � < . � _ �
<br /> f--` m f~��.
<br /> � � .. . : . . � : � � ,. _
<br /> -�1 _ , r� � I : � „ _ _ _ � �, , � „ C i ��_ _ _ _ , .
<br /> .. < . . c� � ___ _ _. 3 _ .._ c� , _ 4 slab _ c ncr, Ftg w/f2)#4 Cont, Con I '
<br /> . t . 1 S �2 7 5 __4 slab :, cr, Ftg wl(2)#4 Con�, d
<br /> � �� .� � �� . _ ► � _ _ _ _ .
<br /> � : l� e �.� e . � , , , , : _ ,_..,, �
<br /> ...1 � _ , : �
<br /> i - - .� � _ _ _ _ � , _ _ _ _ � � _ � � _ � �. � � �. .... _ - - _ _.. F118J 9 min q
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<br /> � i Stem Wall 1 m n, �8 min, _ �`,.
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<br /> I I i I I 1 �-t F � � I � � li � � � I I�� E-- ! #4 �a �6 o,c, #4 x 24
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<br /> ► � i ; ' ' � � � . , 9' @" #4 @ 14" o.c. #4 x 24� ' ��" : ( �' @g p � a . ;
<br /> ' ► I i � I � �1___.�----�- � I � . 1i i � � i l-�-------L I , M p , ,, . #4 @..12 ac. #4 x 24 36
<br /> , i I � ��. . i . } � I i . ' � i � � � � � I 9 � #5 cr �8 o,c. #5 x 38 8� 9� �� #5 @ 18" o,c, #5 x 38° . 36"
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<br /> i � ; ; . � �' . : � � i m General Nates, IBC 2@�6 Editl-r� F... . �n ,�
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<br /> ' I _ � i i � , � � ► I � � i � � � �. � ► 5 Sack cemEnt Per cubic yarct,2,5� psl min, CoimPressive strength, � Sack cement ' er cubic ard, 25� i min, Com ressive tren .
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<br /> , � � ; i: � � i � 9 er per sack, Grade 4P1 steel
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<br /> � i , i , , __ � i , , P P Y 9 q k I with pourous materlal, Provlde temporary bracln s as r d C�
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<br /> , � i � ; .i i � , i_ i : i i i i i � � i __ p � t n and cured, and'fioor dlaphragm Is constructed,
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<br /> Beam Solid blocking \ - .,
<br /> � .,� ; :, (2) #4 ea wa
<br /> . ciiffer -max� 7 "3/4" . _ _ . _ , y : , : � :
<br /> �r,ti�� �ttar,� , step down . _.�_w. 1x4 scabs . � �
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