|
METAL DECK TO BE VULCRAFT 3VU, 22 GAGE, 1" = 1' -0"
<br />GALVANIZED, OR EQUIVALENT.
<br />REINFORCING TO BE EPDXY COATED.
<br />FLUTE REINFORCING NEW SLAB THICKNESS - SEE
<br />- SEE 4 /S1 PLAN NOTE 2 S1 S1
<br />METAL DECK
<br />':. .. ..
<br />.. 1
<br />~ TACK WELD ANGLE TO BEAM
<br />DURING ERECTION \
<br />W6x SHORING AT 3' -3" O.C. r
<br />TYP. - 5E€ STRUCTURAL STEEL
<br />GENERAL°NOTES FOR COATING
<br />REQU Ii•2EMENTS
<br />EXISTING SLAB DEPTH - VARIES
<br />I'-00 I EXISTING OPENING -
<br />TYPICAL SLAB OPENING COVER
<br />1" = 1' -0"
<br />#5 AT 18" O.C. TRANSVERSE
<br />SLAB REINFORCING
<br />- SEE 4 /S1
<br />REINFORCING
<br />- LENGTH ORIENTED
<br />NORTH-SOUTH
<br />C1.4
<br />'� . •.
<br />.. .. .'w'. ..� ..
<br />IL
<br />wz
<br />mall,
<br />J2_
<br />v
<br />IS A BE INFILLED'i
<br />-
<br />THOROUGHLY CLEAN ALL
<br />WITH ATE [A . . t
<br />j
<br />EXISTING CONCRETE
<br />. .
<br />SURFACES THAT RECEIVE
<br />NEW CONCRETE OF ALL
<br />■
<br />GREASE, OIL AND DIRT
<br />EXISTING SLAB
<br />1 TYPICAL SLAB
<br />SECTION ABOVE
<br />EXISTING SLAB
<br />S1
<br />1" = 1' -0"
<br />-D• g"
<br />MIN. MIN.
<br />5
<br />I
<br />L6x3 x1 1 2 4xCONT.
<br />W11 - 3/40x6"
<br />EXPANSION BOLT
<br />- TYP. EACH END
<br />OF EACH BEAM
<br />EXISTING SLAB 3
<br />M
<br />I
<br />-at
<br />M
<br />a
<br />a
<br />I
<br />in
<br />N
<br />RCVISIO)GS - L9s=
<br />nn n n. NO. DATE D�TlOK
<br />Y 87' -4- Y Y 10/4/0: 1 DOVE mmm
<br />1 0
<br />#5 ® 18" O.C.
<br />TRANSVERSE oD
<br />I
<br />REINFORCING
<br />7" 7"
<br />2" 3" 2" 3 1/2- 3 1/2-
<br />I 5" � 5"
<br />ttTW��0" #10 PER FLUTE ttO��N"E #10 PER FLUTE
<br />_ SLAB /FLUTE REINFORCING — TYPICAL
<br />S1 NOTES: 3" = V -0"
<br />1. REINFORCE SLABS LOCATED ENTIRELY BETWEEN GRIDS A & B
<br />WITH #10 AT 12" O.C. - USE ONE #10 PER DECK FLUTE,
<br />WHERE DECK OCCURS. SEE 4/S2 FOR ADDITIONAL REINFORCEMENT
<br />REQUIREMENTS AT PILASTERS.
<br />2. REINFORCING AT ALL OTHER SLABS TO BE
<br />#10 AT 6" O.C. - USE TWO #10 PER DECK FLUTE,
<br />WHERE DECK OCCURS.
<br />PLAN AT T.O.C. EL. 9175' -6"
<br />PLAN NOTES: 1/8. = 1'-0"
<br />1. ® INDICATES PHASE I POUR.
<br />® INDICATES PHASE H POUR.
<br />SEE "RECOMMENDED CONSTRUCTION SEQUENCE ", SHEET S2, FOR
<br />PHASING REQUIREMENTS.
<br />2. ALL SLABS TO BE 18" THICK. FOR SLABS ABOVE METAL DECK, THICKNESS
<br />REFERS TO DEPTH OF SLAB ABOVE METAL DECK - SEE 2/S1. FOR SLABS
<br />ABOVE EXISTING CONCRETE, THICKNESS REFERS TO DEPTH ABOVE SURFACE
<br />OF EXISTING CONCRETE. - SEE 3/S1.
<br />3. ALL DIMENSIONS TO EXISTING FEATURES ARE APPROXIMATE, AND
<br />ARE TO BE FIELD VERIFIED PRIOR TO MATERIAL FABRICATION, AND
<br />CONSTRUCTION.
<br />4. SEE GENERAL NOTES, SHEET S2, FOR ADDITIONAL INFORMATION AND
<br />REQUIREMENTS.
<br />5. FOR RANDOM SMALL OPENINGS, (WIDTH LESS THAN 2' -0 "), PLACE
<br />3 "x22 GAGE METAL DECK OVER OPENING BEFORE PLACING CONCRETE.
<br />DECK TO BE ORIENTED TO SPAN MINIMUM DIMENSION OF OPENING.
<br />6. SEE SHEET S2 FOR PARTIAL PLAN AT T.O.C. EL. 9158' -0'.
<br />7. ENTIRE SURFACE OF NEW AND OLD CONCRETE TO BE COATED WITH "ARC
<br />CS2 EPDXY COATING" - INSTALL PER MANUFACTURER'S RECOMMENDATIONS.
<br />F,
<br />O N
<br />J
<br />S _Ilo
<br />-
<br />ro
<br />1
<br />RECEIVED
<br />OCT 15 2001
<br />Division of Minerals and GeologY
<br />Pem it Number YY
<br />Class: Overton
<br />Section /Exhibit: -----------------------------------------------------
<br />Classy ❑Revision
<br />! Type /Seq .._- _._._- _- _ -_ -_.
<br />_.ry_Class: O Report � Hydro e I
<br />�_e. _- _- _- ___/.+_�- _._- _- _._//�
<br />Doc Type_ liYk�ii?- ?- _✓__Sd��� -` --
<br />-- -
<br />pApplication (Coal only) ❑ Bond O Enforcement O Inspection
<br />JC. BAUR
<br />Sc ASSOCIATES, INC.
<br />CONSU'` M ENGINEERS
<br />MID 141N SIAEET, SURE 101
<br />�eo� (, CMARADO 21 8=2
<br />FAIL• (383) 415 -1070
<br />.w
<br />�j d the oft, eod seenot be and
<br />the eeoiear. d the Thw
<br />d
<br />the "a vkp � � e= trCha�
<br />AS CmW=mm 0& be weffied oo a%@ by the
<br />oaoteedoe bde proendio• with the am
<br />PROJECT.'
<br />/I &I'LL
<br />CLOSURE
<br />PR JEM
<br />DLTE: 08/14/01
<br />DRLrN. JCB
<br />CHECKED:
<br />DRArMG Ti'H, -
<br />DUA 113
<br />8CAIL. NOTED
<br />PROJECT NO. 00064
<br />DRLT= NO.
<br />U
<br />11111111111111 1111M1111D
<br />21279
<br />mall,
<br />IS A BE INFILLED'i
<br />WITH ATE [A . . t
<br />j
<br />. .
<br />►1
<br />/i i•�•i•••i i•i
<br />LEA
<br />On 9tow!!i
<br />SNOWNi
<br />09i1
<br />.00,
<br />gglpg
<br />SHOWN
<br />THIS AREA TO BE NFI ED
<br />111••
<br />. �+�1
<br />WITH
<br />' ♦ ♦J'-'•'�
<br />A,WE
<br />i Wv�
<br />♦• ♦:�
<br />•`•••�
<br />•
<br />♦R,
<br />>
<br />I
<br />►
<br />�
<br />.
<br />fit•
<br />♦� ♦� ♦•
<br />►#`� ♦��;�AT����
<br />♦�`
<br />♦• ♦•�
<br />♦' ► f
<br />11
<br />10,
<br />►♦ �
<br />♦ ♦ ♦s1 fr�'�`a1��'�
<br />♦'t+t
<br />♦'v'�
<br />ii�ii,�iz�iziz�iiiz,�•1
<br />•
<br />!iii��
<br />©iiii•i/
<br />iisccc���s•�•aa■�
<br />♦
<br />fk• 4
<br />►
<br />1
<br />r 1 1
<br />'F
<br />♦
<br />A
<br />S 4
<br />/
<br />•
<br />►
<br />1
<br />♦�
<br />r
<br />♦111�II►♦
<br />«d
<br />\ `1
<br />dO♦♦
<br />Y
<br />1N
<br />1
<br />`�
<br />♦ ♦ ♦ ♦ ♦�
<br />G,'ima
<br />r♦�
<br />►,
<br />►♦ /,
<br />9 ♦4 ,
<br />♦ ►fin►
<br />♦�♦
<br />♦'
<br />► ♦ ♦ ♦ ♦♦
<br />i► ♦<i0♦
<br />..I
<br />a
<br />70
<br />Y
<br />I
<br />HE
<br />CN
<br />AMR
<br />WWAfVA
<br />r
<br />Sim.
<br />�_.
<br />j
<br />1110;••
<br />�.1����•�►`•1�♦♦♦♦
<br />��• 1• i••• C.
<br />JAA..♦.
<br />♦.M,.\�. ♦r1.s1.�!.�►A.
<br />♦.
<br />♦.1,
<br />J.
<br />41
<br />Ertl► ♦��Iir�����♦�♦�♦`o���!�►�
<br />P
<br />Ili
<br />• • G • • •
<br />t,1,
<br />.. ♦.91. ♦_.
<br />♦AA. ♦...1►.�.�►.
<br />NOTE 5
<br />,
<br />♦ ♦
<br />►t1�A�•••••������
<br />♦
<br />!
<br />�`l ♦
<br />-•1 - : • ,,
<br />NEW -
<br />•
<br />•' �
<br />- -• • ••
<br />+
<br />-EXISTING SLAB 0 ENING
<br />UNLESS NOTED OTHERWISE
<br />1 0
<br />#5 ® 18" O.C.
<br />TRANSVERSE oD
<br />I
<br />REINFORCING
<br />7" 7"
<br />2" 3" 2" 3 1/2- 3 1/2-
<br />I 5" � 5"
<br />ttTW��0" #10 PER FLUTE ttO��N"E #10 PER FLUTE
<br />_ SLAB /FLUTE REINFORCING — TYPICAL
<br />S1 NOTES: 3" = V -0"
<br />1. REINFORCE SLABS LOCATED ENTIRELY BETWEEN GRIDS A & B
<br />WITH #10 AT 12" O.C. - USE ONE #10 PER DECK FLUTE,
<br />WHERE DECK OCCURS. SEE 4/S2 FOR ADDITIONAL REINFORCEMENT
<br />REQUIREMENTS AT PILASTERS.
<br />2. REINFORCING AT ALL OTHER SLABS TO BE
<br />#10 AT 6" O.C. - USE TWO #10 PER DECK FLUTE,
<br />WHERE DECK OCCURS.
<br />PLAN AT T.O.C. EL. 9175' -6"
<br />PLAN NOTES: 1/8. = 1'-0"
<br />1. ® INDICATES PHASE I POUR.
<br />® INDICATES PHASE H POUR.
<br />SEE "RECOMMENDED CONSTRUCTION SEQUENCE ", SHEET S2, FOR
<br />PHASING REQUIREMENTS.
<br />2. ALL SLABS TO BE 18" THICK. FOR SLABS ABOVE METAL DECK, THICKNESS
<br />REFERS TO DEPTH OF SLAB ABOVE METAL DECK - SEE 2/S1. FOR SLABS
<br />ABOVE EXISTING CONCRETE, THICKNESS REFERS TO DEPTH ABOVE SURFACE
<br />OF EXISTING CONCRETE. - SEE 3/S1.
<br />3. ALL DIMENSIONS TO EXISTING FEATURES ARE APPROXIMATE, AND
<br />ARE TO BE FIELD VERIFIED PRIOR TO MATERIAL FABRICATION, AND
<br />CONSTRUCTION.
<br />4. SEE GENERAL NOTES, SHEET S2, FOR ADDITIONAL INFORMATION AND
<br />REQUIREMENTS.
<br />5. FOR RANDOM SMALL OPENINGS, (WIDTH LESS THAN 2' -0 "), PLACE
<br />3 "x22 GAGE METAL DECK OVER OPENING BEFORE PLACING CONCRETE.
<br />DECK TO BE ORIENTED TO SPAN MINIMUM DIMENSION OF OPENING.
<br />6. SEE SHEET S2 FOR PARTIAL PLAN AT T.O.C. EL. 9158' -0'.
<br />7. ENTIRE SURFACE OF NEW AND OLD CONCRETE TO BE COATED WITH "ARC
<br />CS2 EPDXY COATING" - INSTALL PER MANUFACTURER'S RECOMMENDATIONS.
<br />F,
<br />O N
<br />J
<br />S _Ilo
<br />-
<br />ro
<br />1
<br />RECEIVED
<br />OCT 15 2001
<br />Division of Minerals and GeologY
<br />Pem it Number YY
<br />Class: Overton
<br />Section /Exhibit: -----------------------------------------------------
<br />Classy ❑Revision
<br />! Type /Seq .._- _._._- _- _ -_ -_.
<br />_.ry_Class: O Report � Hydro e I
<br />�_e. _- _- _- ___/.+_�- _._- _- _._//�
<br />Doc Type_ liYk�ii?- ?- _✓__Sd��� -` --
<br />-- -
<br />pApplication (Coal only) ❑ Bond O Enforcement O Inspection
<br />JC. BAUR
<br />Sc ASSOCIATES, INC.
<br />CONSU'` M ENGINEERS
<br />MID 141N SIAEET, SURE 101
<br />�eo� (, CMARADO 21 8=2
<br />FAIL• (383) 415 -1070
<br />.w
<br />�j d the oft, eod seenot be and
<br />the eeoiear. d the Thw
<br />d
<br />the "a vkp � � e= trCha�
<br />AS CmW=mm 0& be weffied oo a%@ by the
<br />oaoteedoe bde proendio• with the am
<br />PROJECT.'
<br />/I &I'LL
<br />CLOSURE
<br />PR JEM
<br />DLTE: 08/14/01
<br />DRLrN. JCB
<br />CHECKED:
<br />DRArMG Ti'H, -
<br />DUA 113
<br />8CAIL. NOTED
<br />PROJECT NO. 00064
<br />DRLT= NO.
<br />U
<br />11111111111111 1111M1111D
<br />21279
<br />
|