HomeMy WebLinkAbout1334.97.13s
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ADJUST HEIGHT
OF BRICK SHELF
OR ELIMINATE TO
MATCH GRADE —
5'
6 - -18 GAI STL DTEeOR WALL
STUDS 16 O.C. EXCEPT WHERE NOTE ON PLAN
5 /3YOIA. POWDER
ACTUA'ED FASTENER
16' D.C., 1' Wall.
EMBEDMENT
WW.F. -FLOOR SLAB
\ VAPOR BARRI
1/2- PRIEMO DED
JOINT FILLER
(01ir o.G
EA. WAY, EA. FACE
2 H15 CONT.
t., 2' CLR
r o'
eFALETEXTERIOR WALL
: = i' -0'
AREA OF REINF. EQUAL
TO 50% TOTAL HOF4L
WALL REINF. TYP. 0
SHRINKAGE AND /OR 38 BAR 36 BAR
CONSTRUCTION JOINT DIM OIA t
I /3
♦-- .•_- 2 ---------- 2-- ------- t.. ---- -2-------- - -t --'
l- - - --- --------- _ -- - - - - --
_.....t--'---- --- -- ------ - --i -' . - -. 1---------- i ----------
i -_.
t/
NOTE: MAXIMUM SPACING OF SHRINKAGE S♦HRIMW If X I EE
AND /OR CONST. JOINTS NOT TO EXCEED JOINT W/ 1/Y x 1' DEED REGLET
60 FEET. BOTH SIDES OF WALL, FILL INTH
SEALANT TYPICAL
TYPICAL WALL SH3WME AND/ OR CONSTRUCTION JOINT
81WSHJ.DWG
REV. 04 -09 -97
TYP. SHRINKAGE
JOINT (S) TYP. CONST. JOINT
1 18'x t/3 ( CJ ) E Nam
SAWOUT OR
PRBAOLDED t/ V -0' MN. LAP
INSERT
W.W.F. t/
o oo, Loo bb•o
6' WIN COMPACTED VAPOR BARRIER TYPICAL
GRANULAR 911.
TYPICAL SLAB4"PADE
IN, _W14 itt
1. Roof snow loods: - 35 psf plus drift per Indiana
State Budding Code
Truss Loods:
Tap chord DL — 10 psf
Bottom chord DL — 5 psf
Bottom chord LL — 10 psf
2. Wind load:
Basic wind speed —
Wind on main wind resisting from —
Wind on Components R Cladding —
80 mph
17 psf
29 psf with in 10' of comers
20 psf elsewhere
3. (DELETE)
4. Seismic loading V = 1/3 KCSW
K = 1.0 , C = 0.1 , S = 1.2
5. Budding is designed using '1993 Revisions to the INDIANA
State 30dng code, 1991 Edition'.
6. All sod supported footings and slabs shall be founded upon natural subgrode
or compacted bank run gravel fill with a safe bearing capacity of not less
than 3000 psf, to be field verified.
/#5 AT 1Y O.C. x 48* LANG
4' COIL SLAB
,/-2 #5 OONT.
SECTION AT ENTRANCE W/ SIDEWALK
SCALE: _ ' -0'
47 - --
_--------- Y---- "' --Y-
-rL#vM Al W111 MdICn
A
t COL
E0.
COAT COLUMN BELOW
SLAB W/ BITLIYASTIC
PRESERVATK TYP. -
1/4' 1H- TvEUNG PLATE
ON 3/4' NON- SHRIN( QiOUT
In r 9!R
TYPICAL INTERIOR COLLM ON $PRFJID FOOTM
SEE SCHEDULE FOR BASE
PLATE SIZE 3 ANCHOR BOLT 01A.
-FLOOR SLAB
NOTES:
THESE PLANS ARE INTENDED FOR "GUIDELINE" BID AND CONSTRUCTION
PURPOSES ONLY, AND DO NOT INCLUDE DETAILS AND METHODS OF
CONSTRUCTION FOR ALL AREAS. SUBSTITUTIONS OF MATERIALS AND
METHODS MAY BE PROVIDED, UPON APPROVAL OF OWNER AND ARCHITECT.
THIS ARCHITECT CANNOT GUARANTEE AGAINST HUMAN ERROR, OMISSIONS
OR INACCURACIES CONTAINED WITHIN THESE DOCUMENTS.
ALL CONTRACTORS AND SUPPLIERS MUST VERIFY ALL DIMENSIONS AND
DETAILS FOR THEIR WORK, AND REPORT ANY DISCREPANCIES TO THE
ARCHITECT PRIOR TO FINAL BID, FABRICATION, CONSTRUCTION AND
INSTALLATION OF ANY MATERIAL.
BUI! DING AREA: 21,140 GROSS S.F.
FOOTING SCHEDULE f'c =3000 PSI / Fb =3000 PSF
Mk
SIZE
BOTTOM REINFORCING
REMARKS
A x t x B
SHORT WAY
LONG WAY
FT1
4' -0' X 1' -0' X 4' -0'
5 —#5
5 —#5
FT2
5' -0' X 1' -2' X 5-0'
6 —/5
6 —#5
7' -0' X 1' 4' X 7' -0'
1-11
7 —#6
LFTFT-3
4
NOTES
1) TOP OF FLOOR SLAB —ON —GRADE CALLED ELEV. = 0.00'
2) ASSUMED EXTERIOR GRADE ELEV. = (- 0.50')
3) BOTTOM OF FTC. ELEV. = (- 3.50') UNLESS NOTED (BF= X.XX')
4) ALL DIMENSIONS SHALL BE COORDINATED WITH ARCH. DRAWINGS
5) CJ DESIGNATES SHRINKAGE CONTROL JOINT, SEE DETAIL THIS SHEET
FOUNDATION PLAN
SCALE: 1/16" — 1' -0"
1A
.4x1 /4
PLATE SEE SCHEDULE
LEVELING PL alt 3/4' GROUT
T.O. PIER EL 1.08' Adk
TYPICAL EXTERIOR PIER SECTION "A"
SCALE. = 1' —V
DIMENSION INFO NOTE:
DIMENSIONS ARE FROM EDGE TO EDGE OF STUD FRAME.
EXTERIOR WALL ARE TO OUTSIDE EDGE OF FRAME OR
OUTSIDE EDGE OF BLOCK OR BRICK.
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- DRAWN
CHECKED
D.E.A.
REVISIONS
DATE
9/3/97
PROJECT NO.
SHEET TITLE
SHEET
S -1