HomeMy WebLinkAbout0817.87.130
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EASTERN ENGWEERWG
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1. ALL CONCRETE TO TEST 3000 PSI @ 28 DAYS IN STANDARD TEST CYLINDERS.
2. ALL REINFORCING BARS SHALL MEET AS�'M SPECIFICATION A615, GRADE 60.
3. ALL FOOTING ELEVATIONS ARE TO TOP OF FOOTING AND ARE REFERENCED TO
FINISH FLOOR ELEVATION 100'-0".
4. ALL FOOTINGS ARE TO BEAR ON UNDISTURBED SOIL OR COMPACTED
ENGINEERED FILL. INCRFsASE FOOTING DEPTHS AS REQUIRED OR DIRECTED BY
THE ARCHITECT.
5. ALL ENGINEERED FILL BENEATH FLOOR SLABS AND OVER FOOTINGS SHOULD BE
COMPACTED TO A DRY DENSITY OF AT LEAST 95$ OF THE STANDARD PROCTOR
MAXIMUM DRY DENSITY (ASTM D-698) THIS MINIMUM COMPACTION REQUIREMENT
SHOULD BE INCREASED TO 100$ FOR FILL SUPPORTING FOOTINGS.
6. ALL COMPACTION SHOULD BE ACCOMPLISHED BY PLACING THE FILL IN 6"
LOOSE LIFTS AND MECHANICALLY COMPACTING EACH LIFT TO AT LEAST THE
MINIMUM SPECIFIED DRY DENSITY. FIELD DENSITY TESTS SHOULD BE PERFORMED
ON EACH LIFT TO INSURE THAT ADEQUATE COMPACTION IS BEING ACHIEVED.
7. ALL DETAILING, FABRICATION, AND ERECTION OF REINFORCING BARS MUST
FOLLOW THE A.C.I. MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED
CONCRETE STRUCTURES (LATEST EDITION)
8. LAP ALL BAR SPLICES 30xBAR DIAMETER, LAP ALL CORNER BARS
9. CONCRETE COVER FOR REINFORCING BARS AS FOLLOWS:
FOOTINGS-------------3"
WALLS---------------2��
PIERS------1-1/2"@TIES
SLABS ON GRADE--MID DEPTH
10. FOOTINGS HAVE I3EEN DESIGNED FOR 1000 P.S.F. ALLOWABLE SOIL
PRESSURE WHICH SHOULD BE VERIFIED BY THE GENERAL CONTRACTOR.
CVt�nnmC'il McTni L 3 X 3 X ���4
- -- --•-:•-• ---. . _.... �.. ,..... ............�r... r�ua.��.� u� vn���R
FABRICATED DRIP PAN
NOTE: DRIP PAN IS
FOR QRIPPED OIL
ONLY
PLATFORM SCHEMATIC
No ac��
„ „
EXPANSION4BOLTS
� 2' O,C, -�
� 3,_2„
L
SOLID PRECAST UNITS �
AT PIT OPENINGS (TYP,)
HANGING HOOK WELDED TO
I�NGLE (2 PER OPG.) SEE
FLOOR FRAMING PLAN FOR
LOCATION
DRAIN TRAY
SCALE: 1" = 1'-0"
L 5x3x 1/4
GUIDERAIL L,L.V.
2" CONC. TOPPING W/
FIBERGLAS REINFORCING
� ��'.. -: r�
L 3x2x 1/4 L.L.V.
FOR ROLLIN6 DRAIN
TRAY SUPPORT
L 1 X 1 X 1/8 FRAME (LOOSE)
GUIDERAIL 1/4 ,
�
SEE DETAIL �
�1X1X1/8 M
WELDED TO GUIDERAIL
« FRONT OF VEHICLE IN BAY
1,_4„ 3,_�„
�. 3,_2„
i
EXPANDED METAL
D E TA �RATING
IL A
PIECE OF L 1 X 1 X 1/8
USE AS STOP TO PREVENT
17'-4" �RATING FROM SLIDING
13' 0"
�-RADIl1.S EDGES , SSEEIDETAIL)ING q DIRECTION
CUT ANGLE LEG OUT GRATING IS
(FOR EASE IN GREASING VEHICLES) ALLOWED TO
SLIDE
GUIDERAiL DETAIL
NO SCALE
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CUT DECK AROUND
COLUMNS TYPICAL
� ---�
SLAB HANGERSIHEADERS
BY CONC, DECK SUPPLIER
(TYPICAL) �
•• O p� 00
••
EL PLA S C ST IN B T M
ID OF NEL 2'-0" ,C,
LL AROU
= � r = J
PE
PE
J
$i� 2 `'� �i
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12" X 24" PIPE CHASE
SLEEVE THRU WALL JUST
BELOW PRECAST FLOOR DECK
12" X 24" EXNAUST DUCT
SLEEVE THRU WALL JUST
BELOW PRECAST FLOOR DECK,
RUN DOWN TO WITHIN 6" OF
FLOOR
6" HOLE THRU
DECK FOR
• I r = _ � � CENTRAL VAC.
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�� Nl� i I (T-!P. oF S)
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q � E E P-I
� r = - J
CONC, WALL BELOW (TYP.)
i
� � � 1 I 11 _> >-2 1 �j �
3- Z 3-2 -l} '
2 ( �
OPEN � °
� _ � N
. �� � 12" DEEP FLEXICORE PRECAST
CONC, FLOOR DECK BY "FLEXICORE"
S�l BEAR I NG *— = J r = r= J r' _ �3 8�� TO BE DES I GNED FOR 100 PSF
E RING CONCENTRATED LOADS OF 4040#
4il `� ��� q,� � n 2� o�i �4" 2� o►� �4�► ►��� '-bu ���� ��� � n 2�_��� 2►bit ��.0 �! o�� ��� y� 2� ��� 1��� ��� I��� 2'-b�� 2► b�i 14�i �. i,� ��n �8 � y��i ANYWHERECON TNE�DECKART PLACED
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NOTE: 6RADE 60 REBARS MUST BE
USED IN LUBE PIT WALLS
ALL LUBE PIT WIRING AND LIGHTING
TO BE PER N,E.C, 511-1C DIVISION 1
CLASS (2)
� CUT DECK AROUND
C(ll 11MNS TYP I CAL
►2 " POURED CONC. W/
#4 REBARS a 11�� 0, C,
VERTICAL AND #4
REBARS a 10" O.C,
HORIZONTAL
FLOQR FRAMING PLAN
SCALE 1/4" _ �'-0"
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�.-- F— F-- �
FaI�INDA�tt�N PLI4►N
SCAIE ,1/�" _� 1' -O�E
1 1/2" �l�E�2l9L.,4c�g P I PE
VENTS FROM UNDERGR�UND
TANKS, EXTEND�UP WALL
AND 3'-0" HIGNER THAN
ROOF. �
CEPTOR .
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