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1
<br /> f c= 3000 psi f c= 4000 psi
<br /> 6db for#3, #4,#5co
<br /> SECOND POUR FIRST POUR
<br /> BAR OTHER BARS TOP BARS OTHER BARS TOP BARS 12db for#., #7, #8 L 1/8"x 1 1/2"PREMOLDED CONTINUOUS /
<br /> HOOK A or G ,i'.. o,
<br /> SIZE Ld LAP SPLICE LAP SPLICE Ld LAP SPLICE LAP SPLICE66 MASTIC JOINT STRIP OR PREMOLDED o
<br /> O O O O I % x O i; �� SEE PLAN FOR CONSTRUCTION JOINT(MAY BE SAWCUT AT SEE PLAN FOR BURKE"KEYED KOLD"JOINT.
<br /> #3 16" 21" 28 14" 18 24 \_ a o SLAB THICKNESS OWNERS OPTION). SAWN JOINT SHALL BE SLAB THICKNESS STOP REINFORCING CLEAR OF c�
<br /> - \ = AND REINFORCING AND REINFORCING JOINT EACH SIDE.
<br /> _+ . , .4) ,+_,� •, ,+_,, MADE AS SOON AS POSSIBLE WITHOUT
<br /> #4 22" 28" 37" 19" 25" 32" o (TYP.) DAMAGE TO SURFACE. (TYP.) g
<br /> #5 27" 36" 46" 24" 31" 40" 4db or 6.
<br /> el 0U
<br /> db �, db db I
<br /> 2 1/2"Min. z z z 4' _d id a-� ,°. ..ti aQ z co
<br /> #6 33 43 56 28 37 48 - .< < -- / ....--,---,--7 : < e e
<br /> o O o O o p -.060-60-60606, ' �D�3o:0' )c4OcWO. C*5 C C355Co' U' 0e-70 Ute!'
<br /> y t.� X111 ale"tat' ., 1otike. `c\2,,
<br /> STANDARD 180 DEGREE HOOK STANDARD 90 DEGREE HOOK + + + rAlla= =1� I I' I.
<br /> D= FINISHED INSIDE BEND DIAMETER \ ! II �I �i o
<br /> v ,f-3
<br /> 6db for#3, #5 CUT'ALT. WIRES COMPACTED 5UBGRADE AND COMPACTED SUBGRAIE AND
<br /> BAR SIZE D STANDARD 180 DEGREE HOOK STANDARD 90 DEGREE HOOK 90 DEGREE 135 DEGREE 12db for#6, #7, #8 AT JOINT GRANULAR FILL GRANULAR FILL W t� a
<br /> 1. TENSION LAP SPLICE SHOWN ABOVE ARE FOR CONCRETE COVER GREATER THAN OR EQUAL TO BAR STIRRUP HOOKS/TIES STIRRUP HOOKS/TIES 135 DEC. SEISMIC STIRRUPS/TIES RE: GEOTECHNICAL ENGINEER'S RE: GEOTECHNICAL ENGINEER'S ,`,
<br /> DIAMETER AND CENTER TO CENTER SPACING GREATER THAN OR EQUAL TO TWO BAR DIAMETERS(SPACING D A OR G i J BAR SIZE D A OR G VAPOR BARRIER RECOMMENDATIONS VAPOR BARRIER RECOMMENDATIONS W
<br /> AND COVER CASE 1). TENSION LAP SPLICE SHOWN ABOVE ARE CLASS B SPLICES. 5" 6" v
<br /> #3 6db 2 1/4" 3" #3 2 1/4" D= FINISHED INSIDE BEND DIAMETER RE: GEOTECHNICAL ENGINEER RE: GEOTECHNICAL ENGINEER CD v
<br /> 2.'OTHER BARS"ARE ALL VERTICAL BARS AND HORIZONTAL BARS WITH LESS THAN 12"OF CONCRETE #4 6db 3" i 6" [—.-...4 #4 8STIRRUP HOOKS/TIES SEISMIC STIRRUP/TIE (6 MIL, MIN) (6 MIL. MIN) ZCAST BELOW THE 3 3/4 7 5" #5 3 3/4" 10" W .
<br /> #6 6db 4 1/2" 8" 6" #6 4 1/2" l'-O" BAR SIZE D D 90 DEG. 135 DEG. 135 DEG. SEISMIC HOOK
<br /> 3, "TOP BARS" ARE HORIZONTAL BARS WITH MORE THAN 12"OF CONCRETE CAST BELOW THE BARS, A OR G A OR G APPROX.H A OR G I APPROX. H 0 o
<br /> #3 4db 1 1/2" 4" 4" 2 1/2" 4 1/4" 3" 0 ,.-,
<br /> 4, COMPRESSION LAP SPLICES SHALL BE 30 BAR DIAMETERS MIN. U.N.O. ON THE DRAWINGS. PROVIDE CONTROL OR CONSTRUCTION JOINTS IN SLABS ON GRADE TO PROVIDE CONTROL OR CONSTRUCTION JOINTS IN SLABS ON GRADE TO v
<br /> #4 4db 2 4 1/2" 4 1/2" 3" 4 1/2" 3" 1
<br /> BREAK UP SLAB INTO RECTANGULAR AREAS OF 400 SQUARE FEET OR BREAK UP SLAB INTO RECTANGULAR AREAS OF 400 SQUARE FEET OR -1.-JU �
<br /> 5. DEVELOPMENT LENGTH(Ld)IS"OTHER BARS",CLASS A. #5 4db 2 1/2„ 6 5 1/2', 3 3/4» 5 1/2 3 3/4 LESS. AREAS SHALL BE APPROX. SQUARE AND HAVE NO ACUTE LESS. AREAS SHALL BE APPROX. SQUARE AND HAVE NO ACUTE Z J '~ a
<br /> I
<br /> #6 6db 4 1/2” 1'-0" 7 3/4" 4 1/2" 7 3/4" 4 1/2" ANGLES. JOINT LOCATIONS SHALL BE APPROVED BY THE ARCHITECT. ANGLES. JOINT LOCATIONS SHALL BE APPROVED BY THE ARCHITECT. II`` 9 o
<br /> SCALE :NONE SCALE: NONE
<br /> W 0, Cc
<br /> o
<br /> 1 -YP CAE LAD SPE C= SC-=DUL= 2 S-AI\DARD -00K D=-A _S 3 STRRUD and TO -00K D=TA LS 4 TYPICAL S-R NKAG= CONTROL JOINT (S.J.) 5 TYPICAL CONSTRUC-10\ JOLT (CJ ) Ro * j r
<br /> . ¢ ,
<br /> 0 #
<br /> R f `f'tf 4
<br /> GRADE RIM JOIST
<br /> POST PER PLAN POST BASE ,,
<br /> 1 AIRSPACE(TYP)
<br /> \ill
<br /> \ �ro�N X�(r 1 ' r
<br /> iia li li -7.--,-,,--,-,-,7,
<br /> �i •• •t {,f •, •, ••ii i� - SHEATHINGAND NAILING
<br /> LINTS 4X4 ABU44 P,T. SILL PLATE 'L'kf1y n nr! nn1 SHEATHING, NAILING 4X6 ABU46 11 r! x! PER SHEARWALL I PIII, !nl n! ufi uu AND ANCHOR BOLTS P.T, SILL PLATE' u u u u I!i! SCHEDULE i �;�� i�;�
<br /> P.T. SILL PLATE PER SHEARWALL 6X6 ABU66 -\ A A _• �' A ilIl
<br /> t ' ,-�����\ \ i !I SCHEDULE (2) #5 CONT. MAT FOUNDATION -: a ^• ice. �\ ouili FINISH GRADE ¢ 6X8 ABU66 O ° ° d ° , .. i
<br /> Ii li — / 12"MAT FOUNDATION ! `3. °° ° ° °a• .. < °'' 'a °d-•°!A a=;:° ':ii*.:,,:,,„` - t,
<br /> �- POST PER PLAN - LOCATE -� - • 1
<br /> �� J �� FINISH GRADE A -�'- �'-n- - a .�
<br /> ¢J ,Ti���ITII I IIiil l�ii, \ \ co z '' \ d.. \ PER ARCHITECTURAL ` '� Q c o o�
<br /> O z II, �_4 °- °° �'. r-4 °, `-�.
<br /> CONC. -ep � )11- °• e • 7Cl ,). _�(fiy��:i;
<br /> w 1,5 H �- ° = \ - - POST BASE 1 1---1 1 1- =j = r � y
<br /> / /- ° SO.G. I II-\ . /B a I -III-I °,d d . ,a- 12"SQUARE I I I, ,III � � 1�,�'
<br /> (2) #5 CONT. 1 I-1 I 1 a. \ \ GONG. PLINTH \ \
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<br /> C \ I a \ C• ;, B.• WALL D, PARTYW LL W/STEP
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<br /> 1~ ° ‘ '- (2) #5 CONT. db. PAR Y
<br /> ----,'1,-7-:
<br /> -\ _ - '< °� •.I-I\ • ! -- --111-111: :;s� - A._. -) I \ _I \ 11-11 �' !�
<br /> „,,. � Q '�, IIj_ LTJ � _ ,t
<br /> 4,;.,1/44-141- �, #5 @ 12 O.C. P.T. SILL PLATE it,
<br /> c,-,. `�
<br /> \ �/� -� \ \ T&B (TYP) h2--' a Q '�
<br /> FOUNDATION DRAIN _)1 1- #5 @ 12 O.C. !(-� #5 @ 12 O.C. z N i cv
<br /> _ c).-' E.W. T&B FOUNDATION v--Jr
<br /> E.W.T&B ¢ _ \ ,�, 2
<br /> \ RE; CIVIL(MAY ! V-0”
<br /> ` DRAIN RE: CIVIL ,I' 1-0' a e� ° j - °. o r r
<br /> OMIT PER GEOTECH} MIN MIN d
<br /> 5©12 0.C, #5@12 O.C. n • ! ° ° .1
<br /> ° d a d ° ° as
<br /> „ \ #5 @ 16 ALT. HOOK # #5 @ 16 ALT. HOOK • -.-. d zr-.- o
<br /> 1'-5 NOTE: 2'-0" NOTE: 2'-O" \ \ \ - -
<br /> \ 1'-D - - 1,-o„ /- - (2)#4 BOTTOM (2) #4 BOTT. °.: d:. 4. ( a ' °
<br /> #4 AT B.O. WALL --- f- - EA.WAY CONT, �_ _
<br /> - \ OMIT WALL&CURB @ OMIT WALL&CURB @ PER PLAN 1'-O" `Q4 �-_ ° -
<br /> I1=1 II 111111- d 4
<br /> (2)#4 AT FTG, \ \ GARAGE DOOR OPN G, GARAGE DOOR OPN'G. -I, Q. °
<br /> T A: POST AT SPREAD FOOTING B: POST AT THICKENED FOOTING I I I-)
<br /> SCALE: 3/4" = 1'-0" / / SCALE: 3/4" = 1'-0 2 O
<br /> / "
<br /> A: SINGLE WALL C: SINGLE WALL W/STEP O FO
<br /> 6 -YP CAL S-=P9=D =OOT NG 7 YP =X-ERIOR =001-1\G 8 -YD. GARAG= FOOT\10 9 TYPICAL POST BAS- 10 TY9. T-ICC=N=D SLAB 7
<br /> w
<br /> __Icc
<br /> Qc
<br /> ,-
<br /> -. Q
<br /> CO U
<br /> SHEATHING, NAILING AND .0cc
<br /> SHEATHING,NAILING P.T. SILL PLATE ANCHOR BOLTS PER ,- w
<br /> SHEATHING, NAILING SHEATHING, NAILING SHEARWALL SCHEDULE w
<br /> AND ANCHOR BOLTS 5@18"0.C, +Z
<br /> P.T. SILL PLATE PER SHEARWALL
<br /> AND ANCHOR BOLTS # AND ANCHOR BOLTS /
<br /> P.T.SILL PLATE PER SHEARWALL 2'-0"FO" PER SHEARWALL P.T. SILL PLATE 0
<br /> (2) #5 CONT. SCHEDULE ��_�
<br /> SCHEDULE SCHEDULE (2) #5 CONT. #5 @ 12' O.C. 1 oZ• 1 U
<br /> (2) #5 CONT. N /' #5©18"O.C. #4@18"0,0. (2) #5 CONT. ,
<br /> '•_ » 1,_0"
<br /> 2'-0"I 2'_p° 2-0 tea-
<br /> w Q co "' \ UNIT SLAB •-_-....:::__ 1+_0++ UNIT SLAB \ ¢ \*is
<br /> \- >,, � - 4 I' z S.O.G. Th
<br /> Q �. 4 _ , (SLOPE PER ARCH) - d o \ _a. :_ °
<br /> 4 • 4! II ° a d J ° '4 °. Ii
<br /> , •
<br /> d ° Q I• GARAGE SLAB n..L'u ° ° = - ° ° 4 1 •'d d d .a I:
<br /> • -~ lL - - \ d :. (SLOPE PER ARCH) ,I \ EI I(_) ° 4 \ h:*4.3\
<br /> '- : d l , o 1.)
<br /> \ °I - III— G \ 5
<br /> Pi
<br /> 'I I- 11 I -I I I1 1' ••; 1_2• d i I--° ;g III-I I Iii a °,
<br /> I CD
<br /> (I_ #5@12"O.C. •Q - :• H.-7-7'° • #5@12"0.C. 1 1 1- • •• II -
<br /> EW T&B EW T&B 1 iJ_
<br /> =1)I-1 11=1-6" #5@12 0C, ° I I dI
<br /> MIN #5©12"O,C. MIN / 2'-0" i i d
<br /> #5012"O.C. EW T&B #5©12"O.C. - -N'-0" 1 =11 1- ,....0
<br /> -\ 2'-0 /-0::_/- I
<br /> 1:1--/, Ct E
<br /> SCALE: 3/4"= 1'-0"
<br /> 11 Vi A- =ND\ DARTY WALL 0 GAAG- 12 NO- US=D 13 ^YD. GARAGE TO UNIT MAT NDf\ TRA\SITiO\ 1L -YPICAE 3ORC- SLAB -0 U\ T 15 TYP CAL BUILDI\G ST--3
<br /> POST PER PLAN - LOCATE PER ARCHft
<br /> PER ARCHITECTURAL ^�
<br /> \ I I' SHEATHING, NAILING �L/ O
<br /> CURB BEYOND AND ANCHOR BOLTS �'
<br /> Q PROVIDE ABU POST BASE OR 1 PER SHEARWALL •�
<br /> - EQUIV. AT STRUCTURAL POST 8 12VERT&(2) #4 EW TOPSQ PLINTH W/ S
<br /> II- / HOOK TOP BAR
<br /> @ GARAGE PTSILL SILL PLATE
<br /> (2)#5 CONT. U
<br /> SEE ARCHITECTURAL FOR #5@18"O.C.PA
<br /> PAVING. SLOPEizi-o"
<br /> 0COLUMN WRAP INFORMATION tI _ II= : a
<br /> A: 'LAN AWAY PER CIVIL, 2'-0"
<br /> ct
<br /> PORCH SLAB I GARAGE SLAB \ \ 1 4, \ O 01
<br /> 1-*: ' , 4: 4 ,, b '.-fa g C...) 'El,
<br /> ) , . , :, . ___,,c„
<br /> -(:)- , IT--1 —,„ . t—,- :--f. s._._
<br /> \ d — _11=-111=-111--111=_-_-_-111=-_111=-111-111= ' . �d • --4
<br /> ! 4 � \ =ilI 1XI - I I d I I-1 I I-III� II III-II1-11A---I I I- )I( W�
<br /> NFINISH ----- \ \ 1'-2"
<br /> MIN #5@12" O.C.
<br /> E1W T&B
<br /> •1
<br /> #5012" O.C, 1 ° 1 =
<br /> ° :d =1- d °- � a . : a -1:/;-_:;11-7-7-:111111,_.--.77i1
<br /> II-1I I I I
<br /> GRD BM
<br /> FTG PER PLAN , \
<br /> m�t.., 3...,1.. ������a �� ��
<br /> _ ,-i 5ITO-IP-="
<br /> (2)# w~
<br /> GRADE
<br /> 2'-0" -/ (2)#5 @ GRADE BEAM (2)#5 BOT /
<br /> 1'- TOP AND BOT /
<br /> B: ELEVATION C: SECTION
<br /> SCALE: 3/4" = 1'-0» SCALE: 3/4"= 1'-0" 5=-C-0 7 AT BALCONY DOST
<br /> 16 5 OT US=D 17 DOST AT 9ORC- STD/ WAL 18 SECTION AT GARAG= 19 NOT US=D 20 FTG & GRAD= B=Av T =-1\ S6.0
<br />
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