HomeMy WebLinkAbout34 s2.1 W Carmel5
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6�� VENEER, SEE ARCH � VENEER, SEE ARCH
2x6 PT SILL PLATE W/ 18" AB, SPACING BASE FLASH ; CONTINUOUS #4 VENEER BEYOND,
2x6 STUDS 16" OC W/ PER HEAR WALL HED. 4.1 TO WEEPS @ � ��� � �� SEE ARCH
@ S SC S
�� 24" OC ; 1-8 x1 -8 #4 DOWEL @ 16 OC
SHEATHING PER SW SCHED BASE FLASH TO WEEPS @ 32 OC 2x6 BUILT-UP COLUMN
CONC SLAB, EXTERIOR CONC SLAB ON
;
;
;
„ EXP. FILLER = A.B. PER SHEAR WALL SCHED. S4.1
4 CONCRETE SLAB 2x6 PT PLATE ; SEE PLAN GRADE, SEE PLAN
SEE 1/S1.1 EXTERIOR CONC SLAB ON
= EXPANSION JOINT
TOC GRADE, SEE PLAN TOC
FINISHED FLOOR EXTERIOR CONC SLAB ON SEE PLAN x x x x
SEE PLAN x x x �� „ ; GRADE SEE PLAN
i i � 2x STUDS @ 16 OC SEE PLAN ; '
� � � � - �;� �
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w� N l� SLOPE 2% 0-' �
� � �'�:� � Z CONCRETE SLAB, 2x PT SILL PLATE WITH ' � • • • ��� w �
� � ' ' #5@32"OC �
� � O z
cn SEE PLAN AB PER S1.1 •• •• w� = O
6" CMU, �� R-10 PERIMETER INSULATION w w �� �+�� �
� ���� ���� ' �
� `� �
� Z „ � w
0 12 CMU, GROUT SOLID w
GROUT SOLID #5 @ 32" OC � Z TOC � O _ o�
c n x x x x� x x x x S E E P L A N 8" C M U, G R O U T S O L I D W/ � w W/ 3# 5 T O P � Z
12" CMU - GROUT SOLID W/ � Q �� 2-#5 @ TOP p� p z
3-#5 TOP �� G� � z CONCRETE FOOTING, � J
@ z # 5 3 2" O C W/ H O O K, � Z S E E P L A N ��
— o ; @ p
�� ; B O T H E N D S � J z o
N R E T E F T I N, �
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S E E P L A N . . . CONCRETE FOOTING, ' 12" x 24" CONCRETE z o
' � z
• • • SEE PLAN , FOOTING W/ 3-#5 CONT. � • • •
� � '� � & #3 @ 48" OC TRANS. �
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J ;
,
� 3" CLR V '
, J
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U M J M
;
U �
`r' �'' 3" CLR
SCALE: NTS SCALE: %4"=1'-0" 0" 8" 16" 32" SCALE: NTS SCALE: NTS
� � TRUE 'SOF-CUT' STRAIGHT
�� �� LINE. SEE NOTE 5.
,
,
;
� CL COLUMN & FTG � � T/4 (1" MIN)
, Q- Q- �
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,
,
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D= 4d FOR #5 & SMALLE
; SEE BAR BENDS BELOW x x x x x �
NOTE:
;
FOR #6 & LARGER 1. CONTRACTOR'S OPTION, SAW CUT OR POUR STOP
; WD POST, SEE SLAB REINF- CENTERED IN SLAB,
,
PLAN D= 6d FOR BARS SEE PLAN 2. SEE GENERAL NOTES AND GEOTECH REPORT (AS AVAILABLE) FOR
= SMALLER THAN #9
d d SUBGRADE PREPARATION BEFORE PLACEMENT. CONFLICTS BTWN
� SAW CUT CONTROL JOINT THE TWO SHALL BE BROUGHT TO THE ENGINEER'S ATTENTION OR
;
D D 8d FOR #9, #10 AND #11 THE STRICTER CRITERIA SHALL BE USED.
' AB U 66 POST BAS E #3 15" 12" � � BARS
CONNECTION W/ %2"� EXP #4 20" 15" 4d 2%2" MIN TRUE STRAIGHT LINE 3. UNO ON PLAN, PROVIDE SLAB JOINTS ON ALL COLUMN LINES, UNDER
,
,
; ANCHOR 10d FOR #14AND #18 PARTITIONS AND AT A MAX SPACING OF 12'-0" EA WAY IN BETWEEN.
; #5 25" 19" FIRST POUR SECOND POUR
; �� �� Z BARS �� PROVIDE SLAB JOINTS AT ALL RE-ENTRANT CORNERS.
CI PC SLAB, ; #6 30 23 —
1 x2 CONT KEY OR EQ, STOP REI N F 1
� CLR OF JOINT EA SIDE 4. JOINT LOCATION TO BE APPROVED BY ARCH
SEE PLAN � TOC #7 35" 28" N
' O
x x x , x x x x SEE PLAN #$ 40" 32" r D � ( 5. ALL SAW CUT JOINTS SHALL BE 'SOF-CUT' SAWN AS SOON AS
; d � x x x x ALLOWED BY SAW MFR RECOMMENDATIONS. JOINTS SHALL BE MADE
#9 WITHIN 4 HOURS IN HOT WEATHER & WITHIN 12 HOURS IN COLD
, - -
,
; - - SLAB REINF- CENTERED IN SLAB WEATHER AFTER SLAB FINISH COMPLETED.
, #10 ,
� ' „ _ _ o o SEE PLAN
3 CLR #11 90 BEND 180 HOOK POUR STOP
CO N C FTG,
� � � � D= BAR D IAM ETE R d= BAR D IAM ETE R
SEE PLAN � �
KEYED N TRU TI N J INT
- -
SCALE: %4"=1'-0" 0" 8" 16" 32" SCALE: NTS SCALE: 3�4��=1'-0" 0" 8" 16" 32" SCALE: NTS
���2) ���2)
NOTE:
1. CONTRACTOR TO VRFY FTG STEP LOCATION
ACCOMMODATES BLOCK OR PANEL MODULES
.
2. INDICATES MIN REBAR LAP LENGTH, SEE
� • ^ "TYPICAL REBAR LAP SCHEDULE"
N N
`� ADDL 2-VERT BARS @ `�
ICF, MASONRY, OR CONC WALL, REINF PER LEGEND REINF PER LEGEND
CORNERS, TYP SEE PLAN ���`��� ry����
� �
��� ��/ K� $a A ry o'�x K
EXPANSION JOINT FILLER- SQUARE POLE PAINTED TO
TYP WHERE WALK ABUTS MATCH EXISTING GROUT SOLID, TYP GROUT SOLID, TYP
+��� BLDG HANDHOLD W/GROUND TYP HORIZ BARS TYP HORIZ BARS
LUG BEHIND = 00 �
-2�� -2�� CONC FTG
N ' "�'� � rS °�`'� � a,�
� SEE PLAN y��� t� y� y°� °
� r � �g p
°�'�x '� ���° � r�ga� �$
a v � a �+
% -ry
NOTE:
ADDL REBAR REQD TO ADDL REBAR REQD TO
1. INDICATES MIN REBAR LAP LENGTH, (2) MATCH WALL REINF MATCH WALL REINF
o SEE REBAR LAP SCHEDULE
�� MATC PER SCHEDULE PER SCHEDULE
SLOPE 1:20 MAX �
� BUSHING 2. SAME SIZE AND SPACING AS `" � REINF
° BASE COVER HORIZONTAL BARS
� SEE PLAN FOR S E N D WALL
�
3" c�R, �rP CORNER
PLATE LOCATION $c �AM BS
-0t
GROUT BASE
_�„ SCORE JOINT - SEE 1" CHAMFER
FOUNDATION PLAN �� ��
�� ��
�� ��
�� �� -
SCALE: NTS i i i i 4-3/4"x17" STEEL ANCHOR SCALE: NTS SCALE: NTS SCALE: NTS
� BOLTS WELDED TO REBAR
ASSEMBLY.
TOW
1'-6"
FINISH PAVING SEE ARCH
OR GRADE FDN. WALL MIN BACK FILL
& FTG
�
PIPE
2 4x4 P.T. WD POST
� �� 1
NON-BEARING WALL � \
N � DETAILS
� ii
W TU D 24" ,
SEE ARCH
NO EXCAVATION BELOW #3 19" ��: I I
�:
PT SILL PLATE = CONDUIT TO CONDUIT THIS LINE #4 24" I I
.21,8"� SHOT PIN @ � - Z 4" CONC SLAB
32 OC (ICBO#1147) � NEXT FIXTURE ____,_ #5 30" — � �
CONCRETE SLAB OR #1639. W/ 1%2" MIN. OR PANEL „ IF PIPE IS MORE THAN � Q o I I
ON GRADE, SEE PLAN PENETRATION 18 DIA. CONCRETE 2'-6" BELOW BOTTOM � #6 36" � w � SONOTUBE LEAVE
00 � � OUT FORM
FOOTING - REINF OF FTG DROP FTG & z #7 54" � w
W/ 4-#4 VERT AN D � � m � �
PASS PIPE THRU. FDN.
x x x x x x x x x #3 TIES @ 6" O.C. W A � � � # g 6 2�� c'� � � �
PIPE � 12"Q� CONCRETE FTG
� � � �
`Y' � 1. 4000 PSI CONCRETE CLASS 'B' LAP L J
� PIPE TO CLEAR SLEEVE
� BY 1/2"ALL AROUND z
3", TYP _ � �
M CONC. FILL TO BE IN �
PLACE BEFORE FTG IS
� ��
' POURED ° „ -
9 MIN
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2
SCALE: %4"=1'-0" 0" 8" 16" 32" SCALE: 3�4��=1'-0" 0" 8" 16" 32" SCALE: NTS SCALE: NTS SCALE: %4"=1'-0" 0" 8" 16" 32" '