HomeMy WebLinkAboutPLANSREVISION 1 BY
E457 ELEVATION
FILE COPY
NOTES:
1. ALL STEEL COMPONENTS TO BE AS DRAWING SHOWS. ANY
SUBSTITUTION TO BE APPROVED BV THE ENGINEER.
2 ALL BOLTS TO BE THOSE USED IN STEEL BUILDING
CONSTRUCTION, TYPICAL A-325 STEEL.
3. 3/4" ANCHOR BOLTS SHALL BE 16" PLUS 3" THREAD PLUS 3"
HOOK FOR A TOTAL LENGTH OF 24", THE MATERIAL SHALL BE
EITHER A-309 OR A-325.
4. PERLIN LAP SCREWS TO BE A MAXIMUM OF 20" MAXIMUM. 1/2"
DIAMETER BY 1 1/2" LENGTH.
5. ANGLES BRIDGING AND BRACING TO BE WELDED BY A CERTIFIED
WELDER. ADD BASE PLATES 3/8" PLATE WHERE REQUIRED.
6. SELF DRILLING SCREWS FOR THE METAL ROOFING TO BE WITH A
NEOPRENE WASHER SEAL.
7. PERLINS TO BE A MINIMUM OF 16 GAGE.
8. FLASHING BETWEEN OLD AND NEW ADDITION TO HAVE A CLOSURE
TO FILL GAP TUNDER FLASHING AND ROOF METAL PROFIL .
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DRAWN
J.D.J.
CHECKED
1.2,0- ,
L DATE
9-16-97
SCALE
AS NOTED
JOB. NO.
96067
SCALE. 1/4" = 1'-0"
SHEET
1 OF 4
REVISION BY
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5/S°" ROD BRIDGING -'
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END OF BRACE.
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BRACES DETAIL 'B'
33'10'
BRIDGING
- --- SC LE: 1/4" = 11_011
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LAST PLOTTED 9-19-97
DRAWN
J.D.J.
CHECKED
�J DATE
-9-16-97
SCALE
AS NOTED
JOB. NO.
96067
SHEET
OF 4
REVISION B"T'
JJ
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DETAIL (A)112'=1'
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FOR COM/PLI
REVIEWED BY--�6f----
DATE
PLANS AND PERMIT
MUST BE KEPT ON JOB OR
NO INSPECTION. WILL BE MADE
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146t data plotted 9-1e-9T
DRALLN
j.d.j.
CHECKED`
DATE
9-18-97
scALE
AS NOTED
J05. NO.
96067
SHEET
SOUTH ELEVATION 3116' =1'
REVISION BY
i
/ 4 8"XS"XI/2" STEEL PLATE SET
O AR BOLTS
20" CONC. COLUN. M
-- °° 4°
3000 PSI GONG. SLAB OVER °
CLEAN COMPACTED SOIL.
°.
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CONTINUOL15 W/ BXIb LONG. BLK
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24„ I6"X24" FOOTER W/3 5 RODS III— I I ! I ! I II '
EA. WAY, 40RIZ. W11 5 VERTICAL DOUJEL —III I I—�I—I
EVERY 48" O.C. AND 4 5 VERTICAL DOUEL5-
AND (4) 20 3i4" ANCHOR BOLTS `a" _ 24"X48" FOOTER W/5 5 RODS
W/ (U 03 BAND 12" O.C. FOR A I- EA. WAY, HORIZ. W/4 5 DOWELS
BEAM PLATE IN A 8"XIb" KNEE WALL AND (1) 03 BAND 12" O.C. OVER
X I I 1 1 OVER GLEAN COMPACTED SC:L. X I S 1. 11 I L/I CLEAN COMPACTED POISONED FILL.
f<NEE1Il,UJ4L;__. DETAIL 2 COLUi�l.�'1 FAD DETAIL
-- — 5CALE: 3/411 = P-011 2 SGALE: 3/4"
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SLOPE
ELEV, 0'-0"
FINISHED FLOOR
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-- - SOIL STATEMENT: ELEV. 0'-0"
L I I BY V!5UAL INSPECTION AND TO THE BEST FINISHED FLOOR
TO BE OF A BEARING CAPACITY APPEARS
OF 2000PP.5F.S \/ } y�/may
FOUNDATION HA5 BEEN DESIGNED FOR SAID CAPACITY _Vl (OX 15 't� I1 re }--�
9 I CsEN. CONTRACTOR TO VERIFY" AND NOTIFY ARGHITECT NEW
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OF ANY DISCREPANCIES,
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LAST DATE PLOTTED 9-20-97
DRAWN
K.A.J.
CHECKED
Zp-0j7
DATE
2-1-96
SCALE
AS NOTED
.JOB, NO.
96067
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