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Z
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M4 GOUT. a EWE (71'PJ
(.) SEE COLUMN
SCHEDULE FOR BASE
IL
D-
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ELEV.
AN. PLAN
SEE PLAN
x\
w
CI
PLATE SIZE
O_
NATURAL SLOPE\x
4 - 3/4"CIA. XIS"
1 -m \x
o LONG t 3" HOOKED
\x
ANCHOR BOLTS
TUBE STEEL, PIPE OR
W DE FLANGE COLUMN
(:::T1 TYP. BASE PLATE
Sz01 3/4' = V-0'
BASE PL ON 114" LEVEWNG
PL. ON I" NON -SHRINK
GROUT
SAW CUT OR
PREMOLDED INSERT
4" RBNF.
GONG. SLAB
o - o 1i4 Q o. c
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SEE OOL S FTG. SCHEDULE
FOR COLS BASE PL SIZES
CONC. FLOOR SLAB WTH
112" PREMOLD. EXP. JONT
d COLUMN
COAT COLUMN, BASE
PLATE AND ANCHOR ROD
BELOW BLAB WIBITUMA611C
PRESERVATIVE TYP.
S FTG.
SCHEDULE
BASE PLATE ON LEVELING
NUTS AND 1-1/2"
NON -SHRINK GROJT
POURED MASS CONC.
FOOTING
EXT WALL FOOTING
REINFORCING CONT
THROUGH COLUMN FTG
TYP. EXTERIOR COLUMN FOOTING
$201 3/4' = 1'-0'
JOINT
z SECTION AT SLAB STEP
$z01 3/4' = 1'-0'
SAW CUT OR
PREMOLDED INSERT
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6" CONC. FLOOR BLAB
REINR WITH 61X61 -
W2.8 X W2.9WWF - CONC. BLAB
CONIC. SLAB JOINT CONTROL
$201 3/4'= 1'-0'
SHEAR DOUIELS 5/8" X 12"
LONG SMOOTH BAR
W 24" OC.
DRILL HOE FOR BAR DIA.
t 1/I64, PLACE BAR DO NOT
GROUT OR EPDXY.
'EXISTING CONIC. BLAB
—CONT. x4
6" GONG. SLAB W/ a
WWF 6X 6X 2S X 2.S —
(:1 NEW SLAB EDGE DETAIL
$z01 3/4' = V-0-
w4 CONT. 6 EDGE (TYP.)
WWF
SEE NEW SLAB EDGE
DETAIL
RE: CIVIL FOR EXTERIOR
GRADE/PAVING
AGGREGATE BASE
VAPOR RETARDER LOCATED BELOW SLAB IF ROOF
X
SEE SLAB ON GRADE
IS NOT IN PLACE AND BELOW AGGREGATE BASE IF
SCHEDULE
ROOF IS IN PLACE PER AD LAP JOINTS MINIMUM fi"
4
AND SEAL WITH PRESSURE SENSITIVE TAPE
LJ4
�1 TYP. SLAB
ON GRADE
CO IONJONT
OR SHWRINKRINKAGE
$zU1 3/4' = 1'-0'
CONTROL JONT
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PAR1111ON
9
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BASE PLATE BELOW
1
PO1R JONT
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3 3t/11
�i� THICKEN SLAB DETAIL
RELEASED FOR CONSTRUCTION
Subject to compliance with all regulations
of State and Local Codes
City of Camel
DATE: 08/27/19
TYP. COLUMN ISOLATION JOINT
szol W4-=P-0'
OHONDA MAIN ENTRANCE STEPS
SCALE: 1/4"=1'-0"
CENTER COL. LINE ON
FOOTING B METAL STUD
X METAL STUDS W 16" O C.
SILL TRACK W/ (2) 5132" DIA.
LOW-VELOOTY POWER
DRIVEN FASTENER W/2"
PENETRATION 016" OC.
R I/2" PREMOLD JONT FILLER
6" OMU RBNF. W/x4 a 24"
O.O. CENTERED GROUT ALL
GELL9 SOLD
ELEV 0'-0" `l/
BOTTOM BASE
PL. ELEV. SEE COL 4 FTG
SCHEDULE
RIUD INSULATION
(2) w5 TEE,
TYP. EXTERIOR WALL FOOTING
�1 @ 6" LIGHT GAGE METAL STUD WALL
$201 3/4' = 1'-0'
a" PLYWOOD ON MTL STUD JOSTS FASTEN
WINMPSON PPSD (x8 X 2") SELF TAPPING
SCREWS W/QUCK GUARD COAT G - 6"A
PERIMETER B 12" IN FIELD
EA.. HSACONNECT TO
E9 8X8 COL
C5XII.5 CONNECT TO
EA. H99 8X8 COL
CBX12 BELOW.
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HONDA CYLINDER ROOF FRAMING PLAN
SCALt: 1/4"=1'-0
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REVISION 9cHEDJLE
DATE
DESCRIPTION
1214116
CLIENT REVIEW
12/26/16
Hol REVIEW
4/5/IS
REVIEW FOR PERMIT
6/26/IS
PERMITS
STATE OF
DRAWN BY: MEH
EGKED BY: _ _ BSJ
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Project Number
18=840m01
Drawing Number
S 201