HomeMy WebLinkAbout0614.95.26SEE MEZZANINE FRAMING A
PLAN FOR TOP OF WALL
#4 0 48" o.c. A
12" CONDITIONS OR 8" C.M.U. AT DOOR OPENINGS
A
r— HOLD TOP OF WALL ON-SHRINK I —+ x1 —+ CONC. PIER 11" NON-SHRINK
#4018"o.c. #4 BENT BARS 1-1 N W1 (4)-#5 VERT. &
DIAMOND DOWN 8" & EXTEND
—#4 0 4To.c. -- #4 @ 4Ero.c. GROUT (TYP.) #3 TIES @ 1 O"o.c., GOUT (TYP.)
@ 15'o.c,
#509" #4@ 16" o, c. SLAB THRU _�l �-J5 CONT.
A I, BOTTOM BOX OUT DIAMOND BOX OUT
-T
T/FTG. EL.
7
CLR.
5 BENT BARS SEE PLAN
---
(1) — #5 CONT. CLR. (2)-#5 CONT. #
TOP & BOTTOM TOP '& BOTTOM > T @ 18 o.c.
G. EL.
PC) T/FTG. EL, T/FTG. EL.
SEE PLAN a- too' -o' FOUNDATION DRAIN
S SEE PLAN E PLAN lb
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SEE PLAN I t.-ILA
6" r�8 "6 2" CLR.
T FTC EL.
T 1, __j SEE PLAN
(2)-#5 CONY. _8 u '\L SEE PLAN FOR
I / - I r {2} #5 UUNI. ;___ -IV ___ 0 6
Q.) 0 11-4� 4" (2)-#5 CONT. r FOOTING SIZE &
67 1 1-Ops 61) rn
V REINFORCING
ON
TI
2'-0" 6". l'-O" 6" SEC. SECTIONr6 SEE PLAN FOR
(2)-#5 CONT cl
(2)-#5 CONT. 2'-0" /211 1/2" - l'-O" SECTION r7_N FOOTING SIZE &
A*. REINFORCING
SECTION SECTION("2� SECTION (`3�, s S ECTIONK"8�
112" 112" V-0" \\S-5)� #4 BENT BARS
S-5 1/2"
1/2" —SECTION r4 0 18"o.c �s_
1/2" X
4" CONC. SLAB
8" C.M.U. EL, 001-o" EL. 100'-0" r/ �Nl 6x6,1 0/10 #4 0 11TO.C.
4'- 1 0" 9 0 (21#) MESH *-EL. 1-00'-0"
"CONCIRETi SLAB POUR —7 18*
MIN. SLAB THRU AT OPENING #4 BENT BAR-5 ,,,I
I I, ) I '' 1 #4 @16 "o c FI VARIES
REFER TO RELATING
FOUNDATION SECTIONS
FOR 'WALL & FOOTING
REINF. & RELATING
NOTES
4" o.c.
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-31 SLAB_ -
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100'
oc 2"CLR.
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EL. 97 -4" E L. 9 7: 4- TOP& BOTTOM
7,p -1 #4
BENT BARS
#4 @ 12 o.c. #4 @ CSR. 0 0 E L. 9 7'— 4"-$� 0 480.c.
4 #5013- o.c.
2" #5 0 18"o.c.
2"CLR. 2"CLR. WATERPROOFING A
rco N
PER ARCH. SPECS. CLR*
(TYP.)
#5 @ 18 6" 8" 6"\-(2)-#5
SI-7 a c I
BENT BARS, _E &
4" PERF. P.V.C.
El' llb
BENT , Ide
NUMBERS TO MATCH cr_
Col DRAIN (TYP.)
T a 0
CN #4 @ 18"o-,-�� T.F. EL
CON F OTING REINF. TOP
W1 _/FTG EL. A%-
W1 12 Ylk LAP (T( P,) 1. ; N C4; U
F PLAN T.F. EL.
EE PLAN
# 5012" o. c.
# 5 @ 12"o.c. ar. I
b SEE PLAN
EA. WAY N__ @ #5 @ 12 o.c.
SECTION_
112"
2.4
f4e I O.C.
- - 0 18 o.c.
T 8 8" 6"
P* 4-47
SECTION 10
12 -" S E CT ON I (/ = 0 )
1/2 1, -0» 1112 SECTION 13
1/2"
METAL BLDG COL.
° GROUT 1 GROUT METAL DLLAG- k-,VL.
1 GROJT
2
-,,;ANCHOR BOLTS PER 411 ANCHOR BOLTS PER 18%18- PIER W/ ANCHOR BOLTS PER
METAL BLDG. MANUF. 24!'x24!' PIER W1 - 2fo "--METAL BLDG. MANUF.
T/SLAB_ - 8)-#5 VERT ar 4)-#5 VERT. & METAL BLDG. MANUF.
EL. 100 '- 0" 2"- 3 TIES 010"o.c.
E L. 9 7'- e
METAL BLDG. COL TIES @10"o.c. (2)DAYTON SUPERIOR
#4 0 18"o.c. 8" cmu. D-50 DBR. COUPLERS 1 6"
CONC. WALL BEYOND REINFORCING 0 - 1� W1 #8 D -- -- --.e,
CIONT� TH ' --VERT. WALL - 27;52 HOOK SEE FDN. WALL
P PIER TJA_ 4
U SEE FDN 8"
WALL FTG. BEYOND I ii. DETAILS
II" GROUT D17AILS BARS
#4 0 12" o. c. '2 ie 4f
CONT. WALL FTC CONCRETE TENSION
CO N 1 1
11-4"yl'--4e CON'- a_ HORIZ.
• P! E R W / (4' ) -- # REINF, THRU COL. FTG. CONCRETE TENSION Tit TENSION TIE W/ (2)-#8 T/WALL
CONCRETE.
EL. 97'-4!' - x
CEP, Ti BENT BARS TIE W/ (2)-#8 Ti
L
48 o.- -4" -4!
EL. 1 00'-ID" E L. 9 T 99'_ ---
4-
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4" c: N N
L_NT BAYS
# 5 B' L. SEE PLAN'
T/ r
b T/FTG, EL.
1-b �FTG EL.
SEE PLAN SEE PLAN
G REINFORCING /6- 0" 6' 1 \\. ;o
(2) DAYTON SUPERIOR D-50 �Iyp.j (2)--#8 W 60"
COL, F_G EQ. EQ.
ONT THRIJ, 6"
ST�GGERED SPL;CES
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0"
TOP /F_'j"G -1 #5 ONT. 2'
HOOK BARS 24
SE' LAN SEE SCHEDULE 37CLR.
FOR FOOTING ("T �6 WALL FTG. BEYOND 3" CLR.
• SIZE & REINF. —SECTION SECTION( 1' �7 WALL FTG. BEYOND
SEC_ TIONr15 CONT. WALL CONT. WALL FTG.
112" 1,7 7r, 1/2" l'-O" \1�s — 57"'�' REINF. THRU COL. FTG. SEE SCHEDULE EQ. EQ, SEE SCHEDULE
5 EQ, EQ. COL. FTG.
F,OR FOOTING SiZE REINF. THRU C FOR FOOTING SIZE
REINF & REINF.
2'- 1 0"_ 2'- (J'
SECTION (2 SECTION 19`�
7'-0" 1-
/2" = V-0
SECTION "�J '
1/2" l'-o" (:
2
VF B L D G
SEE SECTION 21/S-5
22/S-5 FOR FDN.
WALL DETAILS
CLR
WALL SCHEDULE
S-5
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N-1111,01
'J 4 5 0, C 5
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A
4
4
A
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—ANCHOR BOLTS PPER
METAL BLDG MFR.
CONCRETE TENSION
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DBR, COUPLERS W1
#8 rD-52 24' HOOK
BARS
EL _99'-_4"
3" C L R,
SEE SCHEDULE FOR--/ EQ. EQ
COLUMN FOOTING
SIZE & REINF.
-SECTION 20
#4@ 12" o.c.
T/WALL
EL. SEE PLAN
2"CLR.
N.R. NOT REQUIRED "Ff BARS
-----FULL HEIGHT
"Cr BARS, ALTERNATE
W/ - Fr BARS
"r BARS
#5 @ 12"o.c.7
7A
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CF AF
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BF
SECTION 0- �
1/2" FM
#4@12"o.c.
T/WALL 3-#4 CONT. 8"
.0
EL. SEE PLAN 'o
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EA. WAY &4
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FULL HEIGHT KAY
"0" BARS, ALTERNATE SECTI O N 2_3`�
W/ P" BARS
1/2" l'-T
"F'" BARS
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S ECTI O N 22
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