Drawings--rev1_Part2.pdf
PDF 8 MB Posted
- Attached to
- Construct New Depack Facility Near Building 145 Federal contract opportunity
- Solicitation number
- FA8501-16-B-0001
About this file
Drawings Part Two
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Abstract_Signed_.pdf | ||
| Geotech_Report _RAFB_Depack_Facility.pdf | ||
| Requests_For_Information--08-05-16.docx | DOCX document | |
| Site_Visit_Sign_In_Sheet.pdf | ||
| Request_For_Information_1.docx | DOCX document | |
| Conform_Document.pdf | ||
| Wage_Determination.pdf | ||
| Modification_Document.pdf | ||
| Amendment_1.pdf | ||
| Amendment_1_Conform.pdf | ||
| Special_Warranty_Requirements_Letter.doc | DOC document | |
| 140006--SUBMITTAL_REGISTER_-_Construction_Contract_(initial).pdf | ||
| FA8501-16-D-0001_FBO_Posting.pdf | ||
| BASE_FACILITY_STANDARDS_REV_23_June_14.pdf | ||
| App_C_UHHZ_140006.pdf | ||
| Combined_Specs_Double_Sided--rev_2.pdf | ||
| Drawings--rev1_Part1.pdf |
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GroupGroupGroupGroup
D A T E
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S001
S T
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D S
C H
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ANCHOR BOLT SCHEDULEANCHOR BOLT SCHEDULEANCHOR BOLT SCHEDULEANCHOR BOLT SCHEDULE
LOCATION
ANCHOR BOLT
DIAMETER
(in)
ANCHOR BOLT
EMBEDMENT
(in)
REACTIONS (ASD) [KIPS]
UPLIFT DOWN
HOR.
EAST/WEST
HOR.
NORTH/SOUTH
A-1/B-1/C-1 A-2/B-2/C-2
(4) 3/4" 1'-7" 10.5 44.5 2.5 3.8
C.2-1/D-1 C.2-2/D-2
(4) 3/4" 1'-7" 6.8 9.3 1.4 2.8
A-1.5 (4) 3/4" 1'-9" N/A N/A 6 N/A
B-1.5 (4) 3/4" 1'-9" N/A N/A 2.5 N/A
C-1.5 (4) 3/4" 0'-9" N/A N/A 3.5 N/A
CONCRETE REBAR LAP SPLICE SCHEDULECONCRETE REBAR LAP SPLICE SCHEDULECONCRETE REBAR LAP SPLICE SCHEDULECONCRETE REBAR LAP SPLICE SCHEDULE BAR SIZE CLASS NORMAL WEIGHT CONCRETE 28 DAY f'c (PSI)
≤ 4,000
#6 OR
SMALLER
B 57 Dia.
#7 OR
LARGER
B 71 Dia.
FOOTING SCHEDULE (3000 psf BEARING CAPACITY)FOOTING SCHEDULE (3000 psf BEARING CAPACITY)FOOTING SCHEDULE (3000 psf BEARING CAPACITY)FOOTING SCHEDULE (3000 psf BEARING CAPACITY)
MARK
NO. LENGTH WIDTH THICKNESS REINFORCING
F2 2'-0" 2'-0" 1'-0" (3) #5 E.W. 3" FROM BOTTOM
F6 6'-0" 6'-0" 1'-10" (7) #6 E.W. 3" FROM BOTTOM
F8.5 8'-6" 8'-6" 1'-10" (11) #6 E.W. 3" FROM BOTTOM
F8.5x10 10'-0" 8'-6" 1'-10" (9)#6 LOGITUDINAL
(11)#6 TRANSVERSE 3" FROM BOTTOM
NOTES:
1. FOOTING DESIGN BASED ON ALLOWABLE SOIL COEFFICIENT OF FRICTION OF 0.35
MIN. ALLOWABLE AND MIN. PASSIVE PRESSURE FOR SLIDING OF 125PCF.
NOTES:
1. C-1 & 2 DO NOT HAVE HORIZONTAL E/W LOAD*
26262626
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A ec D b W i nd ow ( Ae cA rc hB as e7 0)
A B C D
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25'-0"25'-0"25'-0"25'-0" 25'-0"25'-0"25'-0"25'-0" 25'-0"25'-0"25'-0"25'-0"
0"
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0"
0"
0"
0"
0"
0"
C.2
1'-9"1'-9"1'-9"1'-9"
C.J. C.J. C.J. C.J. C.J. C.J.
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6" THICK SLAB ON GROUND REINFORCED WITH6" THICK SLAB ON GROUND REINFORCED WITH6" THICK SLAB ON GROUND REINFORCED WITH6" THICK SLAB ON GROUND REINFORCED WITH
WWR4.0x4.0 W4.0xW4.0 @ 2" BELOW TOP OF SLAB-POURWWR4.0x4.0 W4.0xW4.0 @ 2" BELOW TOP OF SLAB-POURWWR4.0x4.0 W4.0xW4.0 @ 2" BELOW TOP OF SLAB-POURWWR4.0x4.0 W4.0xW4.0 @ 2" BELOW TOP OF SLAB-POUR
OVER 10 MIL. VAPOR BARRIER OVER 4" THICK CRUSHEDOVER 10 MIL. VAPOR BARRIER OVER 4" THICK CRUSHEDOVER 10 MIL. VAPOR BARRIER OVER 4" THICK CRUSHEDOVER 10 MIL. VAPOR BARRIER OVER 4" THICK CRUSHED
ROCK BASE F.F.E. = 0' - 0" = 270.5 FT MSLROCK BASE F.F.E. = 0' - 0" = 270.5 FT MSLROCK BASE F.F.E. = 0' - 0" = 270.5 FT MSLROCK BASE F.F.E. = 0' - 0" = 270.5 FT MSL
PORTAL FRAMEPORTAL FRAMEPORTAL FRAMEPORTAL FRAME
PORTAL FRAMEPORTAL FRAMEPORTAL FRAMEPORTAL FRAME
CROSS BRACEDCROSS BRACEDCROSS BRACEDCROSS BRACED
FRAMEFRAMEFRAMEFRAME
CROSS BRACEDCROSS BRACEDCROSS BRACEDCROSS BRACED
FRAMEFRAMEFRAMEFRAME
NOTES:NOTES:NOTES:NOTES:
1.1.1.1. T/FTG = -2'-0" U.N.O.T/FTG = -2'-0" U.N.O.T/FTG = -2'-0" U.N.O.T/FTG = -2'-0" U.N.O.
2.2.2.2. COORDINATE DIMENSIONS AND LOCATION WITHCOORDINATE DIMENSIONS AND LOCATION WITHCOORDINATE DIMENSIONS AND LOCATION WITHCOORDINATE DIMENSIONS AND LOCATION WITH
MECHANICAL AND ACTUAL EQUIPMENT PURCHASED PRIORMECHANICAL AND ACTUAL EQUIPMENT PURCHASED PRIORMECHANICAL AND ACTUAL EQUIPMENT PURCHASED PRIORMECHANICAL AND ACTUAL EQUIPMENT PURCHASED PRIOR
TO FABRICATION.TO FABRICATION.TO FABRICATION.TO FABRICATION.
3.3.3.3. C.J. DENOTES CONTROL JOINT OR CONSTRUCTION JOINTC.J. DENOTES CONTROL JOINT OR CONSTRUCTION JOINTC.J. DENOTES CONTROL JOINT OR CONSTRUCTION JOINTC.J. DENOTES CONTROL JOINT OR CONSTRUCTION JOINT
AT CONTRACTORS OPTION. REFER TO DETAIL 6/S501 FORAT CONTRACTORS OPTION. REFER TO DETAIL 6/S501 FORAT CONTRACTORS OPTION. REFER TO DETAIL 6/S501 FORAT CONTRACTORS OPTION. REFER TO DETAIL 6/S501 FOR
TYPICAL CONTROL JOINT DETAIL AND 8/S501 FORTYPICAL CONTROL JOINT DETAIL AND 8/S501 FORTYPICAL CONTROL JOINT DETAIL AND 8/S501 FORTYPICAL CONTROL JOINT DETAIL AND 8/S501 FOR
TYPICAL CONSTRUCTION JOINT DETAIL.TYPICAL CONSTRUCTION JOINT DETAIL.TYPICAL CONSTRUCTION JOINT DETAIL.TYPICAL CONSTRUCTION JOINT DETAIL.
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SEE NOTE 2SEE NOTE 2SEE NOTE 2SEE NOTE 2
3'-11"3'-11"3'-11"3'-11"
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GroupGroupGroupGroup
D A T E
D A T E
D A T E
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B Y
B Y
B Y
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D E S C R
IP
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S101
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SCALE: 1/4" = 1'-0"SCALE: 1/4" = 1'-0"SCALE: 1/4" = 1'-0"SCALE: 1/4" = 1'-0"S101S101S101S101
1111 STRUCTURAL FOUNDATION PLANSTRUCTURAL FOUNDATION PLANSTRUCTURAL FOUNDATION PLANSTRUCTURAL FOUNDATION PLAN
PLANPLANPLANPLAN
NORTHNORTHNORTHNORTH
TRUETRUETRUETRUE
NORTHNORTHNORTHNORTH
27272727
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A ec D b W a ll ( Ae cA rc hB as e7 0)
A ec D b W a ll ( Ae cA rc hB as e7 0)
A ec D b W a ll ( Ae cA rc hB as e7 0)
A ec D b W a ll ( Ae cA rc hB as e7 0)
A ec D b W a ll ( Ae cA rc hB as e7 0)
A ec D b W a ll ( Ae cA rc hB as e7 0) A ec D b W a ll ( Ae cA rc hB as e7 0)
A ec D b W a ll ( Ae cA rc hB as e7 0)
A ec D b W a ll ( Ae cA rc hB as e7 0)
A ec D b W a ll ( Ae cA rc hB as e7 0)
A ec D b W a ll ( Ae cA rc hB as e7 0) A ec D b W a ll (A ec Ar chB as e7 0)
A ec D b W a ll ( Ae cA rc hB as e7 0)
A ec D b W a ll ( Ae cA rc hB as e7 0)
A ec D b W a ll (A ec Ar chB as e7 0)
A ec D b W a ll ( Ae cA rc hB as e7 0)
A ec D b W a ll ( Ae cA rc hB as e7 0)
A ec D b W a ll ( Ae cA rc hB as e7 0)
A ec D b W a ll (A ec Ar chB as e7 0)
A ec D b W i nd ow ( Ae cA rc hB as e7 0)
A ec D b W i nd ow ( Ae cA rc hB as e7 0)
A B C D
1.5
C.2
25'-0"25'-0"25'-0"25'-0" 25'-0"25'-0"25'-0"25'-0"
1'-9"1'-9"1'-9"1'-9"
23'-3"23'-3"23'-3"23'-3"
75'-0"75'-0"75'-0"75'-0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
S102
5'-0"5'-0"5'-0"5'-0"
5'
0" 5'
0"
5'
0" 5'
0"
5'
0" 5'
0"
5'
0" 5'
0"
5'-0"5'-0"5'-0"5'-0"
ROOF SUPPORTED FAN. SEEROOF SUPPORTED FAN. SEEROOF SUPPORTED FAN. SEEROOF SUPPORTED FAN. SEE
S001 FOR WEIGHT. COORDINATES001 FOR WEIGHT. COORDINATES001 FOR WEIGHT. COORDINATES001 FOR WEIGHT. COORDINATE
LOCATION WITH MEP AND ARCH.LOCATION WITH MEP AND ARCH.LOCATION WITH MEP AND ARCH.LOCATION WITH MEP AND ARCH.
COORDINATE WEIGHT WITHCOORDINATE WEIGHT WITHCOORDINATE WEIGHT WITHCOORDINATE WEIGHT WITH
ACTUAL FAN PURCHASED.ACTUAL FAN PURCHASED.ACTUAL FAN PURCHASED.ACTUAL FAN PURCHASED.
FUTURE CRANEFUTURE CRANEFUTURE CRANEFUTURE CRANE
TRAVEL LIMITSTRAVEL LIMITSTRAVEL LIMITSTRAVEL LIMITS
EXHAUSTEXHAUSTEXHAUSTEXHAUST
FANFANFANFAN
EXHAUSTEXHAUSTEXHAUSTEXHAUST
FANFANFANFAN
DEPACK
DEPACK
DEPACK
DEPACK OFF
ICE/
OFF
ICE/
OFF
ICE/
OFF
ICE/
ADMIN
ADMIN
ADMIN
ADMIN
1111 1.51.51.51.5 2222
P DOWNP DOWNP DOWNP DOWN
PPPP
TRANSVERSETRANSVERSETRANSVERSETRANSVERSE
PPPPLOGITUDINALLOGITUDINALLOGITUDINALLOGITUDINAL
P DOWNP DOWNP DOWNP DOWN
PPPPTRANSVERSETRANSVERSETRANSVERSETRANSVERSE
PPPPLOGITUDINALLOGITUDINALLOGITUDINALLOGITUDINAL
5555'-'-'-'-0000" MIN. TYP." MIN. TYP." MIN. TYP." MIN. TYP. LOAD CASE 1LOAD CASE 1LOAD CASE 1LOAD CASE 1
3333'-'-'-'-4444"""" 3333'-'-'-'-4444""""
HOOK HT.HOOK HT.HOOK HT.HOOK HT.
20'-0"20'-0"20'-0"20'-0"
EAVE HT.EAVE HT.EAVE HT.EAVE HT.
28'-6"28'-6"28'-6"28'-6"
1111 1.51.51.51.5 2222
P DOWNP DOWNP DOWNP DOWN
PPPP
TRANSVERSETRANSVERSETRANSVERSETRANSVERSE
PPPPLOGITUDINALLOGITUDINALLOGITUDINALLOGITUDINAL
P DOWNP DOWNP DOWNP DOWN
PPPPTRANSVERSETRANSVERSETRANSVERSETRANSVERSE
PPPPLOGITUDINALLOGITUDINALLOGITUDINALLOGITUDINAL
LOAD CASE 2LOAD CASE 2LOAD CASE 2LOAD CASE 2
3333'-'-'-'-4444"""" 3333'-'-'-'-4444""""
AAAA BBBB CCCC DDDD EEEE FFFF GGGG HHHH IIII JJJJ
D E S
IG
N E D
B Y
D E S
IG
N E D
B Y
D E S
IG
N E D
B Y
D E S
IG
N E D
B Y
D A T E
D A T E
D A T E
D A T E
D R A W
N
B Y
D R A W
N
B Y
D R A W
N
B Y
D R A W
N
B Y
P L O T
D A T E
P L O T
D A T E
P L O T
D A T E
P L O T
D A T E
P L O T
TI
M E
P L O T
TI
M E
P L O T
TI
M E
P L O T
TI
M E
S C A L E
S C A L E
S C A L E
S C A L E
C H E C K E D
B Y
C H E C K E D
B Y
C H E C K E D
B Y
C H E C K E D
B Y
R O B
IN
S
R C E
B A S E
G E O R G
IA
R O B
IN
S
R C E
B A S E
G E O R G
IA
R O B
IN
S
R C E
B A S E
G E O R G
IA
R O B
IN
S
R C E
B A S E
G E O R G
IA
SheetSheetSheetSheet ofofofof
PLATEPLATEPLATEPLATE
NUMBER:NUMBER:NUMBER:NUMBER:
P R O J E C T
C O D E
P R O J E C T
C O D E
P R O J E C T
C O D E
P R O J E C T
C O D E
E
S
IZ
E
A R C H
B O R D E R
E
S
IZ
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A R C H
B O R D E R
E
S
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A R C H
B O R D E R
E
S
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A R C H
B O R D E R
IL
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IN
E E R
G R O
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IN
E E R
G R O
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IN
E E R
G R O
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IN
E E R
G R O
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43434343
A S
N
O T E D
A S
N
O T E D
A S
N
O T E D
A S
N
O T E D
D C A
D C A
D C A
D C A
S L W
S L W
S L W
S L W
S L M
S L M
S L M
S L M
F
IL
E
N A M
E
F
IL
E
N A M
E
F
IL
E
N A M
E
F
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N A M
E
X
R C E .D
W G
78th Civil Engineer78th Civil Engineer78th Civil Engineer78th Civil Engineer
GroupGroupGroupGroup
D A T E
D A T E
D A T E
D A T E
B Y
B Y
B Y
B Y
D E S C R
IP
T
IO
N
O F
R E V
IS
IO
N
D E S C R
IP
T
IO
N
O F
R E V
IS
IO
N
D E S C R
IP
T
IO
N
O F
R E V
IS
IO
N
D E S C R
IP
T
IO
N
O F
R E V
IS
IO
N
C H K D
C H K D
C H K D
C H K D
D A T E
D A T E
D A T E
D A T E
B Y
B Y
B Y
B Y
D E S C R
IP
T
IO
N
O F
R E V
IS
IO
N
D E S C R
IP
T
IO
N
O F
R E V
IS
IO
N
D E S C R
IP
T
IO
N
O F
R E V
IS
IO
N
D E S C R
IP
T
IO
N
O F
R E V
IS
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N
C H K D
C H K D
C H K D
C H K D
AAAA BBBB CCCC DDDD EEEE FFFF GGGG HHHH IIII JJJJ
U H H Z
U H H Z
U H H Z
U H H Z
C O
N S
TR
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C T
D E
P A
C K
F A
C
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IT
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N E
A R
B U
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IN
G
/8
/2
:1
:3
A
M
FINAL SUBMITTAL
S102
F U
T U
R E
C R
A N
E L
IM
IT
S P
L A
N
SCALE: 1/4" = 1'-0"SCALE: 1/4" = 1'-0"SCALE: 1/4" = 1'-0"SCALE: 1/4" = 1'-0"S102S102S102S102
1111 FUTURE CRANE LIMITS PLANFUTURE CRANE LIMITS PLANFUTURE CRANE LIMITS PLANFUTURE CRANE LIMITS PLAN SCALE: 1/4" = 1'-0"SCALE: 1/4" = 1'-0"SCALE: 1/4" = 1'-0"SCALE: 1/4" = 1'-0"S102S102S102S102
2222 FUTURE CRANE LOADINGFUTURE CRANE LOADINGFUTURE CRANE LOADINGFUTURE CRANE LOADING
FUTURE CRANE LOADING SCHEDULEFUTURE CRANE LOADING SCHEDULEFUTURE CRANE LOADING SCHEDULEFUTURE CRANE LOADING SCHEDULE
LOAD
CASE
NUMBER
DESCRIPTION P1 DOWN
(K)
P2 DOWN
(K)
P
TRANSVERSE
(K)
P
LONGITUDINAL
(K)
1 CRANE DIRECTLY
ADJACENT TO COLUMN
24.5 19.2 2.3 0.9
2 CRANE AT MID SPAN 21.9 21.9 2.3 0.9
PLANPLANPLANPLAN
NORTHNORTHNORTHNORTH
TRUETRUETRUETRUE
NORTHNORTHNORTHNORTH
NOTE:NOTE:NOTE:NOTE:
1.1.1.1. ALL LOADS SHALL BE VERIFIED BY THEALL LOADS SHALL BE VERIFIED BY THEALL LOADS SHALL BE VERIFIED BY THEALL LOADS SHALL BE VERIFIED BY THE
GOVERNMENT IN WRITING PRIOR TOGOVERNMENT IN WRITING PRIOR TOGOVERNMENT IN WRITING PRIOR TOGOVERNMENT IN WRITING PRIOR TO
COMMENCING NEW WORKCOMMENCING NEW WORKCOMMENCING NEW WORKCOMMENCING NEW WORK
2.2.2.2. LOADING INCLUDES IMPACT PER IBC 2012LOADING INCLUDES IMPACT PER IBC 2012LOADING INCLUDES IMPACT PER IBC 2012LOADING INCLUDES IMPACT PER IBC 2012
3.3.3.3. MIRROR LOAD CASE 1 TO MAXIMIZE LOADMIRROR LOAD CASE 1 TO MAXIMIZE LOADMIRROR LOAD CASE 1 TO MAXIMIZE LOADMIRROR LOAD CASE 1 TO MAXIMIZE LOAD
AT GRID LINE 2.AT GRID LINE 2.AT GRID LINE 2.AT GRID LINE 2.
NOTE:NOTE:NOTE:NOTE:
1.1.1.1. VERIFY ASSUMED FUTURE CRANEVERIFY ASSUMED FUTURE CRANEVERIFY ASSUMED FUTURE CRANEVERIFY ASSUMED FUTURE CRANE
LIMITS PRIOR TO COMMENCING WORKLIMITS PRIOR TO COMMENCING WORKLIMITS PRIOR TO COMMENCING WORKLIMITS PRIOR TO COMMENCING WORK
28282828
IN OPTION 1
(FAN IS IN OPTION 1.)
36x BAR DIA.36x BAR DIA.36x BAR DIA.36x BAR DIA.
OPTIONAL DOWELOPTIONAL DOWELOPTIONAL DOWELOPTIONAL DOWEL
NOTES:NOTES:NOTES:NOTES:
1. HOOK `A' MAY BE OMITTED IF EMBEDMENT1. HOOK `A' MAY BE OMITTED IF EMBEDMENT1. HOOK `A' MAY BE OMITTED IF EMBEDMENT1. HOOK `A' MAY BE OMITTED IF EMBEDMENT
IS MORE THAN THE ACI DEVELOPMENT LENGTH.IS MORE THAN THE ACI DEVELOPMENT LENGTH.IS MORE THAN THE ACI DEVELOPMENT LENGTH.IS MORE THAN THE ACI DEVELOPMENT LENGTH.
2. DOWELS MAY BE USED IN LIEU OF HOOKING2. DOWELS MAY BE USED IN LIEU OF HOOKING2. DOWELS MAY BE USED IN LIEU OF HOOKING2. DOWELS MAY BE USED IN LIEU OF HOOKING
CONTINUOUS BARS AS SHOWN.CONTINUOUS BARS AS SHOWN.CONTINUOUS BARS AS SHOWN.CONTINUOUS BARS AS SHOWN.
EMBEDMENTEMBEDMENTEMBEDMENTEMBEDMENT
H O O K
AS
TE
D H
O O
TE
D H
O O
TE
D H
O O
TE
D
H O O K
B' H O O K
B' H O O K
B' H O O K
B' x
BA
R
DI
A.
x
BA
R
DI
A.
x
BA
R
DI
A.
x
BA
R
DI
A.
CONT. HORIZONTAL REINF.CONT. HORIZONTAL REINF.CONT. HORIZONTAL REINF.CONT. HORIZONTAL REINF.
(VERTICAL REINF. NOT(VERTICAL REINF. NOT(VERTICAL REINF. NOT(VERTICAL REINF. NOT
SHOWN FOR CLARITY)SHOWN FOR CLARITY)SHOWN FOR CLARITY)SHOWN FOR CLARITY)
PROVIDE CONT. FOOTINGPROVIDE CONT. FOOTINGPROVIDE CONT. FOOTINGPROVIDE CONT. FOOTING
REINFORCINGREINFORCINGREINFORCINGREINFORCING
HOOK 'A' - 16x BARHOOK 'A' - 16x BARHOOK 'A' - 16x BARHOOK 'A' - 16x BAR
DIA. (TYPICAL UNLESSDIA. (TYPICAL UNLESSDIA. (TYPICAL UNLESSDIA. (TYPICAL UNLESS
OTHERWISE NOTED)OTHERWISE NOTED)OTHERWISE NOTED)OTHERWISE NOTED)
D
D
D
D
D
D
D
D
D
D
D
D
SE
E
FT
G
SC
H
ED
U
LE
SE
E
FT
G
SC
H
ED
U
LE
SE
E
FT
G
SC
H
ED
U
LE
SE
E
FT
G
SC
H
ED
U
LE
DD DD
PROVIDE FTG. REINF.PROVIDE FTG. REINF.PROVIDE FTG. REINF.PROVIDE FTG. REINF.
CONT. THRU JOINT. CLASSCONT. THRU JOINT. CLASSCONT. THRU JOINT. CLASSCONT. THRU JOINT. CLASS
B SPLICE MAY BE USED ATB SPLICE MAY BE USED ATB SPLICE MAY BE USED ATB SPLICE MAY BE USED AT
CONTRACTORS OPTION.CONTRACTORS OPTION.CONTRACTORS OPTION.CONTRACTORS OPTION.
2"
LR
TO
P
NEW POURNEW POURNEW POURNEW POURPREVIOUS POURPREVIOUS POURPREVIOUS POURPREVIOUS POUR
PROVIDE KEY FULLPROVIDE KEY FULLPROVIDE KEY FULLPROVIDE KEY FULL
WIDTH OF FTG.WIDTH OF FTG.WIDTH OF FTG.WIDTH OF FTG.
3"3"3"3"
12" LEG TYP.12" LEG TYP.12" LEG TYP.12" LEG TYP. CONT. FOOTINGCONT. FOOTINGCONT. FOOTINGCONT. FOOTING
REINFORCINGREINFORCINGREINFORCINGREINFORCING
PIPE SLEEVE 3" LARGERPIPE SLEEVE 3" LARGERPIPE SLEEVE 3" LARGERPIPE SLEEVE 3" LARGER
THAN PIPE DIAMETERTHAN PIPE DIAMETERTHAN PIPE DIAMETERTHAN PIPE DIAMETER
#4@12" O.C.#4@12" O.C.#4@12" O.C.#4@12" O.C.
KEEP 6" MIN. OFKEEP 6" MIN. OFKEEP 6" MIN. OFKEEP 6" MIN. OF
CONCRETE ALL AROUNDCONCRETE ALL AROUNDCONCRETE ALL AROUNDCONCRETE ALL AROUND
4#4 BARS4#4 BARS4#4 BARS4#4 BARS
TRANSVERSETRANSVERSETRANSVERSETRANSVERSE
POLYURETHANE BASEDPOLYURETHANE BASEDPOLYURETHANE BASEDPOLYURETHANE BASED
INSULATING FOAM SEALANTINSULATING FOAM SEALANTINSULATING FOAM SEALANTINSULATING FOAM SEALANT
PROVIDE DEEPENED FTG.PROVIDE DEEPENED FTG.PROVIDE DEEPENED FTG.PROVIDE DEEPENED FTG.
AT PIPEAT PIPEAT PIPEAT PIPE
TOP OF SLEEVE DOES NOT INTERRUPT REINFORCINGTOP OF SLEEVE DOES NOT INTERRUPT REINFORCINGTOP OF SLEEVE DOES NOT INTERRUPT REINFORCINGTOP OF SLEEVE DOES NOT INTERRUPT REINFORCING
TYP.
TYP.
TYP.
TYP.
3" CLR.
3" CLR.
3" CLR.
3" CLR.
2"2" 2"2"
FILL WITH CONCRETE TOFILL WITH CONCRETE TOFILL WITH CONCRETE TOFILL WITH CONCRETE TO
FOOTING AFTER CONTROLFOOTING AFTER CONTROLFOOTING AFTER CONTROLFOOTING AFTER CONTROL
JOINTS HAVE BEENJOINTS HAVE BEENJOINTS HAVE BEENJOINTS HAVE BEEN
INSTALLED TYPICALINSTALLED TYPICALINSTALLED TYPICALINSTALLED TYPICAL
EXPOSEDEXPOSEDEXPOSEDEXPOSED
EDGEEDGEEDGEEDGE
1/2" EXPANSION JOINT1/2" EXPANSION JOINT1/2" EXPANSION JOINT1/2" EXPANSION JOINT
FILLER OR (2) LAYERSFILLER OR (2) LAYERSFILLER OR (2) LAYERSFILLER OR (2) LAYERS
OF ASPHALTOF ASPHALTOF ASPHALTOF ASPHALT
IMPREGNATED FELT BONDIMPREGNATED FELT BONDIMPREGNATED FELT BONDIMPREGNATED FELT BOND
BREAKERBREAKERBREAKERBREAKER
1/2" EXPANSION JOINT1/2" EXPANSION JOINT1/2" EXPANSION JOINT1/2" EXPANSION JOINT
FILLER OR (2) LAYERSFILLER OR (2) LAYERSFILLER OR (2) LAYERSFILLER OR (2) LAYERS
OF ASPHALTOF ASPHALTOF ASPHALTOF ASPHALT
IMPREGNATED FELT BONDIMPREGNATED FELT BONDIMPREGNATED FELT BONDIMPREGNATED FELT BOND
BREAKERBREAKERBREAKERBREAKER
C.J.C.J.C.J.C.J.C.J.C.J.C.J.C.J.C.J.C.J.C.J.C.J.C.J.C.J.C.J.C.J.
C .J
C .J
C .J
C .J
C .J
C .J
C .J
C .J
C .J
C .J
C .J
C .J
C .J
C .J
C .J
C .J
C .J
C .J
C .J
C .J
3"3"3"3"
MIN
MIN
MIN
MIN
3"3"3"3"
MIN
MIN
MIN
MIN
. 3"3"3"3"
MIN
MIN
MIN
MIN
3"3"3"3"
MIN
MIN
MIN
MIN
1"1" 1"1 "1"1" 1"1
1"1"1"1" 1"1"1"1"
C .J
C .J
C .J
C .J
SE
E
PL
AN
SE
E
PL
AN
SE
E
PL
AN
SE
E
PL
AN
TT TT
WWR,WWR,WWR,WWR,
SEE PLANSEE PLANSEE PLANSEE PLAN
VAPORVAPORVAPORVAPOR
BARRIERBARRIERBARRIERBARRIER
CRUSHED STONECRUSHED STONECRUSHED STONECRUSHED STONE
BASE COURSEBASE COURSEBASE COURSEBASE COURSE
CONCRETECONCRETECONCRETECONCRETE
SLAB-ON-GRADESLAB-ON-GRADESLAB-ON-GRADESLAB-ON-GRADE
T/SLABT/SLABT/SLABT/SLAB
SEE PLANSEE PLANSEE PLANSEE PLAN
SAW CUT 1/8" TO 1/4" WIDE BYSAW CUT 1/8" TO 1/4" WIDE BYSAW CUT 1/8" TO 1/4" WIDE BYSAW CUT 1/8" TO 1/4" WIDE BY
T/4 DEEP JOINT WITHIN 12 HOURST/4 DEEP JOINT WITHIN 12 HOURST/4 DEEP JOINT WITHIN 12 HOURST/4 DEEP JOINT WITHIN 12 HOURS
OF CONCRETE PLACEMENT. FILLOF CONCRETE PLACEMENT. FILLOF CONCRETE PLACEMENT. FILLOF CONCRETE PLACEMENT. FILL
WITH EPOXY JOINT FILLER AFTERWITH EPOXY JOINT FILLER AFTERWITH EPOXY JOINT FILLER AFTERWITH EPOXY JOINT FILLER AFTER
90 DAYS IN EXPOSED AREAS90 DAYS IN EXPOSED AREAS90 DAYS IN EXPOSED AREAS90 DAYS IN EXPOSED AREAS
DESIGN BASIS:DESIGN BASIS:DESIGN BASIS:DESIGN BASIS:
2"x3/8"x12" LOAD PLATE2"x3/8"x12" LOAD PLATE2"x3/8"x12" LOAD PLATE2"x3/8"x12" LOAD PLATE
BASKET ASSEMBLY WITHBASKET ASSEMBLY WITHBASKET ASSEMBLY WITHBASKET ASSEMBLY WITH
LOAD PLATES @18" O.C.LOAD PLATES @18" O.C.LOAD PLATES @18" O.C.LOAD PLATES @18" O.C.
BY PNA CONSTRUCTIONBY PNA CONSTRUCTIONBY PNA CONSTRUCTIONBY PNA CONSTRUCTION
TECHNOLOGIES OR EQUALTECHNOLOGIES OR EQUALTECHNOLOGIES OR EQUALTECHNOLOGIES OR EQUAL
T/
T/
T/
T/
NOTE: REFER TO DETAILNOTE: REFER TO DETAILNOTE: REFER TO DETAILNOTE: REFER TO DETAIL
8/S501 FOR ADDITIONAL8/S501 FOR ADDITIONAL8/S501 FOR ADDITIONAL8/S501 FOR ADDITIONAL
PLACEMENT DETAILS.PLACEMENT DETAILS.PLACEMENT DETAILS.PLACEMENT DETAILS.
SE
E
PL
AN
SE
E
PL
AN
SE
E
PL
AN
SE
E
PL
AN
TT TT
WWR,WWR,WWR,WWR,
SEE PLANSEE PLANSEE PLANSEE PLAN
VAPORVAPORVAPORVAPOR
BARRIERBARRIERBARRIERBARRIER
CRUSHED STONECRUSHED STONECRUSHED STONECRUSHED STONE
BASE COURSEBASE COURSEBASE COURSEBASE COURSE
CONCRETECONCRETECONCRETECONCRETE
SLAB-ON-GRADESLAB-ON-GRADESLAB-ON-GRADESLAB-ON-GRADE
T/SLABT/SLABT/SLABT/SLAB
SEE PLANSEE PLANSEE PLANSEE PLAN
SAW CUT 1/8" TO 1/4" WIDE BY T/4 DEEPSAW CUT 1/8" TO 1/4" WIDE BY T/4 DEEPSAW CUT 1/8" TO 1/4" WIDE BY T/4 DEEPSAW CUT 1/8" TO 1/4" WIDE BY T/4 DEEP
JOINT WITHIN 12 HOURS OF CONCRETEJOINT WITHIN 12 HOURS OF CONCRETEJOINT WITHIN 12 HOURS OF CONCRETEJOINT WITHIN 12 HOURS OF CONCRETE
PLACEMENT. FILL WITH EPOXY JOINT FILLERPLACEMENT. FILL WITH EPOXY JOINT FILLERPLACEMENT. FILL WITH EPOXY JOINT FILLERPLACEMENT. FILL WITH EPOXY JOINT FILLER
AFTER 90 DAYS IN EXPOSED AREASAFTER 90 DAYS IN EXPOSED AREASAFTER 90 DAYS IN EXPOSED AREASAFTER 90 DAYS IN EXPOSED AREAS
DESIGN BASIS:DESIGN BASIS:DESIGN BASIS:DESIGN BASIS:
1/4"x4 1/2" DIAMOND DOWEL1/4"x4 1/2" DIAMOND DOWEL1/4"x4 1/2" DIAMOND DOWEL1/4"x4 1/2" DIAMOND DOWEL
SYSTEM PLATES @ 18" O.C. BYSYSTEM PLATES @ 18" O.C. BYSYSTEM PLATES @ 18" O.C. BYSYSTEM PLATES @ 18" O.C. BY
PNA CONSTRUCTION TECHNOLOGIESPNA CONSTRUCTION TECHNOLOGIESPNA CONSTRUCTION TECHNOLOGIESPNA CONSTRUCTION TECHNOLOGIES
OR EQUALOR EQUALOR EQUALOR EQUAL
T/
T/
T/
T/
NOTE: REFER TO DETAILNOTE: REFER TO DETAILNOTE: REFER TO DETAILNOTE: REFER TO DETAIL
7/S501 FOR ADDITIONAL7/S501 FOR ADDITIONAL7/S501 FOR ADDITIONAL7/S501 FOR ADDITIONAL
PLACEMENT DETAILS.PLACEMENT DETAILS.PLACEMENT DETAILS.PLACEMENT DETAILS.
MIN.MIN.MIN.MIN.
6"6"6"6"
C.J.C.J.C.J.C.J.
C.J.C.J.C.J.C.J.
SL
AB
S
HR
IN
KA
GE
SL
AB
S
HR
IN
KA
GE
SL
AB
S
HR
IN
KA
GE
SL
AB
S
HR
IN
KA
GE
MOV
EM
EN
T
MOV
EM
EN
T
MOV
EM
EN
T
MOV
EM
EN
T
SLAB SHRINKAGE
SLAB SHRINKAGE
SLAB SHRINKAGE
SLAB SHRINKAGE
MOVEMENT
MOVEMENT
MOVEMENT
MOVEMENT
SL
AB
S
HR
IN
KA
GE
SL
AB
S
HR
IN
KA
GE
SL
AB
S
HR
IN
KA
GE
SL
AB
S
HR
IN
KA
GE
MOV
EM
EN
T
MOV
EM
EN
T
MOV
EM
EN
T
MOV
EM
EN
T
SLAB SHRINKAGE
SLAB SHRINKAGE
SLAB SHRINKAGE
SLAB SHRINKAGE
MOVEMENT
MOVEMENT
MOVEMENT
MOVEMENT
CLIP-ON WITH SOFT MATERIALCLIP-ON WITH SOFT MATERIALCLIP-ON WITH SOFT MATERIALCLIP-ON WITH SOFT MATERIAL
ON VERTICAL FACES ONLYON VERTICAL FACES ONLYON VERTICAL FACES ONLYON VERTICAL FACES ONLY
SLAB CONTROL JOINTSLAB CONTROL JOINTSLAB CONTROL JOINTSLAB CONTROL JOINT
PLATE DOWEL ATPLATE DOWEL ATPLATE DOWEL ATPLATE DOWEL AT
MID DEPTH OF SLABMID DEPTH OF SLABMID DEPTH OF SLABMID DEPTH OF SLAB
6"6"6"6"
MIN.MIN.MIN.MIN.
SLAB CONTROL JOINTSLAB CONTROL JOINTSLAB CONTROL JOINTSLAB CONTROL JOINT
PLUMBING/PLUMBING/PLUMBING/PLUMBING/
UTILITY LINEUTILITY LINEUTILITY LINEUTILITY LINE
EXISTING OREXISTING OREXISTING OREXISTING OR
NEW FOUNDATIONNEW FOUNDATIONNEW FOUNDATIONNEW FOUNDATION
FINISH GRADEFINISH GRADEFINISH GRADEFINISH GRADE
WALL OR COLUMN, SEE PLANWALL OR COLUMN, SEE PLANWALL OR COLUMN, SEE PLANWALL OR COLUMN, SEE PLAN
NEW FOOTINGS, PLUMBING LINES, ETC. SHALL BE INSTALLED SUCH THATNEW FOOTINGS, PLUMBING LINES, ETC. SHALL BE INSTALLED SUCH THATNEW FOOTINGS, PLUMBING LINES, ETC. SHALL BE INSTALLED SUCH THATNEW FOOTINGS, PLUMBING LINES, ETC. SHALL BE INSTALLED SUCH THAT
THEY ARE ABOVE THE TRAPEZOID CREATED BELOW AND ADJACENTTHEY ARE ABOVE THE TRAPEZOID CREATED BELOW AND ADJACENTTHEY ARE ABOVE THE TRAPEZOID CREATED BELOW AND ADJACENTTHEY ARE ABOVE THE TRAPEZOID CREATED BELOW AND ADJACENT
FOOTING WITH SIDES NO STEEPER THAN 1 VERTICAL TO 2 HORIZONTAL.FOOTING WITH SIDES NO STEEPER THAN 1 VERTICAL TO 2 HORIZONTAL.FOOTING WITH SIDES NO STEEPER THAN 1 VERTICAL TO 2 HORIZONTAL.FOOTING WITH SIDES NO STEEPER THAN 1 VERTICAL TO 2 HORIZONTAL.
CONTRACTOR NOTE:
T/GRADET/GRADET/GRADET/GRADE
SEE CIVILSEE CIVILSEE CIVILSEE CIVIL
SUBSEQUENT PROPOSEDSUBSEQUENT PROPOSEDSUBSEQUENT PROPOSEDSUBSEQUENT PROPOSED
FOUNDATION, SEE PLANFOUNDATION, SEE PLANFOUNDATION, SEE PLANFOUNDATION, SEE PLAN
TYP.
TYP.
TYP.
TYP.
45.00° 45.00° 45.00° 45.00° L/2
L/2 L/2 L/2L/
L/
L/
L/
HAIR PIN BAR BEHIND ANCHORHAIR PIN BAR BEHIND ANCHORHAIR PIN BAR BEHIND ANCHORHAIR PIN BAR BEHIND ANCHOR
BOLTS AND CENTERED INBOLTS AND CENTERED INBOLTS AND CENTERED INBOLTS AND CENTERED IN
SLAB, SEE PLAN FOR SIZE,SLAB, SEE PLAN FOR SIZE,SLAB, SEE PLAN FOR SIZE,SLAB, SEE PLAN FOR SIZE, QUANTITY, AND LENGTH "L".QUANTITY, AND LENGTH "L".QUANTITY, AND LENGTH "L".QUANTITY, AND LENGTH "L".
SLAB ON GRADE,SLAB ON GRADE,SLAB ON GRADE,SLAB ON GRADE,
SEE PLANSEE PLANSEE PLANSEE PLAN
CLCLCLCL
O.F.C.O.F.C.O.F.C.O.F.C.
E.O.S.E.O.S.E.O.S.E.O.S.
AAAA BBBB CCCC DDDD EEEE FFFF GGGG HHHH IIII JJJJ
D E S
IG
N E D
B Y
D E S
IG
N E D
B Y
D E S
IG
N E D
B Y
D E S
IG
N E D
B Y
D A T E
D A T E
D A T E
D A T E
D R A W
N
B Y
D R A W
N
B Y
D R A W
N
B Y
D R A W
N
B Y
P L O T
D A T E
P L O T
D A T E
P L O T
D A T E
P L O T
D A T E
P L O T
TI
M E
P L O T
TI
M E
P L O T
TI
M E
P L O T
TI
M E
S C A L E
S C A L E
S C A L E
S C A L E
C H E C K E D
B Y
C H E C K E D
B Y
C H E C K E D
B Y
C H E C K E D
B Y
R O B
IN
S
R C E
B A S E
G E O R G
IA
R O B
IN
S
R C E
B A S E
G E O R G
IA
R O B
IN
S
R C E
B A S E
G E O R G
IA
R O B
IN
S
R C E
B A S E
G E O R G
IA
SheetSheetSheetSheet ofofofof
PLATEPLATEPLATEPLATE
NUMBER:NUMBER:NUMBER:NUMBER:
P R O J E C T
C O D E
P R O J E C T
C O D E
P R O J E C T
C O D E
P R O J E C T
C O D E
E
S
IZ
E
A R C H
B O R D E R
E
S
IZ
E
A R C H
B O R D E R
E
S
IZ
E
A R C H
B O R D E R
E
S
IZ
E
A R C H
B O R D E R
IL
E N
G
IN
E E R
G R O
U P
IL
E N
G
IN
E E R
G R O
U P
IL
E N
G
IN
E E R
G R O
U P
IL
E N
G
IN
E E R
G R O
U P
43434343
A S
N
O T E D
A S
N
O T E D
A S
N
O T E D
A S
N
O T E D
D C A
D C A
D C A
D C A
S L W
S L W
S L W
S L W
S L M
S L M
S L M
S L M
F
IL
E
N A M
E
F
IL
E
N A M
E
F
IL
E
N A M
E
F
IL
E
N A M
E
X
R C E .D
W G
78th Civil Engineer78th Civil Engineer78th Civil Engineer78th Civil Engineer
GroupGroupGroupGroup
D A T E
D A T E
D A T E
D A T E
B Y
B Y
B Y
B Y
D E S C R
IP
T
IO
N
O F
R E V
IS
IO
N
D E S C R
IP
T
IO
N
O F
R E V
IS
IO
N
D E S C R
IP
T
IO
N
O F
R E V
IS
IO
N
D E S C R
IP
T
IO
N
O F
R E V
IS
IO
N
C H K D
C H K D
C H K D
C H K D
D A T E
D A T E
D A T E
D A T E
B Y
B Y
B Y
B Y
D E S C R
IP
T
IO
N
O F
R E V
IS
IO
N
D E S C R
IP
T
IO
N
O F
R E V
IS
IO
N
D E S C R
IP
T
IO
N
O F
R E V
IS
IO
N
D E S C R
IP
T
IO
N
O F
R E V
IS
IO
N
C H K D
C H K D
C H K D
C H K D
AAAA BBBB CCCC DDDD EEEE FFFF GGGG HHHH IIII JJJJ
U H H Z
U H H Z
U H H Z
U H H Z
C O
N S
TR
U
C T
D E
P A
C K
F A
C
IL
IT
Y
N E
A R
B U
IL
D
IN
G
/8
/2
:1
:3
A
M
FINAL SUBMITTAL
S501
T Y
P
IC
A L C
O N
C R
E T
E D
E T
A
IL
S
SCALE: 3/4" = 1'-0"SCALE: 3/4" = 1'-0"SCALE: 3/4" = 1'-0"SCALE: 3/4" = 1'-0"S501S501S501S501
1111 TYPICAL CONTINUOUS FOOTING REINFORCINGTYPICAL CONTINUOUS FOOTING REINFORCINGTYPICAL CONTINUOUS FOOTING REINFORCINGTYPICAL CONTINUOUS FOOTING REINFORCING SCALE: 3/4" = 1'-0"SCALE: 3/4" = 1'-0"SCALE: 3/4" = 1'-0"SCALE: 3/4" = 1'-0"S501S501S501S501
TYPICAL TURN-DOWN FOOTINGTYPICAL TURN-DOWN FOOTINGTYPICAL TURN-DOWN FOOTINGTYPICAL TURN-DOWN FOOTING
CONSTRUCTION JOINT DETAILCONSTRUCTION JOINT DETAILCONSTRUCTION JOINT DETAILCONSTRUCTION JOINT DETAIL
SCALE: 3/4" = 1'-0"SCALE: 3/4" = 1'-0"SCALE: 3/4" = 1'-0"SCALE: 3/4" = 1'-0"S501S501S501S501
TYPICAL PIPETYPICAL PIPETYPICAL PIPETYPICAL PIPE
SLEEVE THRU FOOTING DETAILSLEEVE THRU FOOTING DETAILSLEEVE THRU FOOTING DETAILSLEEVE THRU FOOTING DETAIL SCALE: 3/4" = 1'-0"SCALE: 3/4" = 1'-0"SCALE: 3/4" = 1'-0"SCALE: 3/4" = 1'-0"S501S501S501S501
5555 TYPICAL COLUMN ISOLATION JOINT DETAILSTYPICAL COLUMN ISOLATION JOINT DETAILSTYPICAL COLUMN ISOLATION JOINT DETAILSTYPICAL COLUMN ISOLATION JOINT DETAILS SCALE: 1" = 1'-0"SCALE: 1" = 1'-0"SCALE: 1" = 1'-0"SCALE: 1" = 1'-0"S501S501S501S501
TYPICAL PLATE DOWELEDTYPICAL PLATE DOWELEDTYPICAL PLATE DOWELEDTYPICAL PLATE DOWELED
SLAB CONTROL JOINT DETAILSLAB CONTROL JOINT DETAILSLAB CONTROL JOINT DETAILSLAB CONTROL JOINT DETAIL
SCALE: 1" = 1'-0"SCALE: 1" = 1'-0"SCALE: 1" = 1'-0"SCALE: 1" = 1'-0"S501S501S501S501
TYPICAL DIAMOND DOWELEDTYPICAL DIAMOND DOWELEDTYPICAL DIAMOND DOWELEDTYPICAL DIAMOND DOWELED
SLAB CONSTRUCTION JOINT DETAILSLAB CONSTRUCTION JOINT DETAILSLAB CONSTRUCTION JOINT DETAILSLAB CONSTRUCTION JOINT DETAIL
SCALE: 1 1/2" = 1'-0"SCALE: 1 1/2" = 1'-0"SCALE: 1 1/2" = 1'-0"SCALE: 1 1/2" = 1'-0"S501S501S501S501
DIAMOND SHAPEDDIAMOND SHAPEDDIAMOND SHAPEDDIAMOND SHAPED
LOAD PLATE PLACEMENT DETAILLOAD PLATE PLACEMENT DETAILLOAD PLATE PLACEMENT DETAILLOAD PLATE PLACEMENT DETAIL
AT SLAB JOINT INTERSECTIONAT SLAB JOINT INTERSECTIONAT SLAB JOINT INTERSECTIONAT SLAB JOINT INTERSECTION
SCALE: 1" = 1'-0"SCALE: 1" = 1'-0"SCALE: 1" = 1'-0"SCALE: 1" = 1'-0"S501S501S501S501
RECTANGULAR SHAPED LOAD PLATERECTANGULAR SHAPED LOAD PLATERECTANGULAR SHAPED LOAD PLATERECTANGULAR SHAPED LOAD PLATE
PLACEMENT DETAIL AT SLAB JOINT INTERSECTIONPLACEMENT DETAIL AT SLAB JOINT INTERSECTIONPLACEMENT DETAIL AT SLAB JOINT INTERSECTIONPLACEMENT DETAIL AT SLAB JOINT INTERSECTION
SCALE: 3/4" = 1'-0"SCALE: 3/4" = 1'-0"SCALE: 3/4" = 1'-0"SCALE: 3/4" = 1'-0"S501S501S501S501
2222 TYPICAL FOOTING INSTALLATION DETAILTYPICAL FOOTING INSTALLATION DETAILTYPICAL FOOTING INSTALLATION DETAILTYPICAL FOOTING INSTALLATION DETAIL
SCALE: 3/4" = 1'-0"SCALE: 3/4" = 1'-0"SCALE: 3/4" = 1'-0"SCALE: 3/4" = 1'-0"S501S501S501S501
10101010 TYPICAL HAIR PIN BAR DETAILTYPICAL HAIR PIN BAR DETAILTYPICAL HAIR PIN BAR DETAILTYPICAL HAIR PIN BAR DETAIL
29292929
#4@24" O.C.#4@24" O.C.#4@24" O.C.#4@24" O.C.
(4)-#5 CONT.(4)-#5 CONT.(4)-#5 CONT.(4)-#5 CONT.
T/ SLABT/ SLABT/ SLABT/ SLAB
SEE PLANSEE PLANSEE PLANSEE PLAN
CLCLCLCL
4'-0"4'-0"4'-0"4'-0"
AGGREGATE BASEAGGREGATE BASEAGGREGATE BASEAGGREGATE BASE
VAPOR BARRIERVAPOR BARRIERVAPOR BARRIERVAPOR BARRIER
SHEATHINGSHEATHINGSHEATHINGSHEATHING
NOTCH BEYONDNOTCH BEYONDNOTCH BEYONDNOTCH BEYOND
ST
EE
L
LI
N E
ST
EE
L
LI
N E
ST
EE
L
LI
N E
ST
EE
L
LI
N E
WWR,WWR,WWR,WWR,
SEE PLANSEE PLANSEE PLANSEE PLAN
8"8"8"8" 1'-0"1'-0"1'-0"1'-0"
(1)-#5 CONT.(1)-#5 CONT.(1)-#5 CONT.(1)-#5 CONT.
#4@24"O.C.#4@24"O.C.#4@24"O.C.#4@24"O.C.
#4@18"O.C.#4@18"O.C.#4@18"O.C.#4@18"O.C.
9"9"9"9" 2'-0"2'-0"2'-0"2'-0"
2'-0"2'-0"2'-0"2'-0"
(2)-#4 CONT.(2)-#4 CONT.(2)-#4 CONT.(2)-#4 CONT.
1/2" PJF W/1/2" PJF W/1/2" PJF W/1/2" PJF W/
BACKER ROD ANDBACKER ROD ANDBACKER ROD ANDBACKER ROD AND
SEALANTSEALANTSEALANTSEALANT
2'-0"2'-0"2'-0"2'-0"
SLOPE, SEE CIVILSLOPE, SEE CIVILSLOPE, SEE CIVILSLOPE, SEE CIVIL
PAVING,PAVING,PAVING,PAVING,
SEE CIVILSEE CIVILSEE CIVILSEE CIVIL
1'
2" 1'
2"
1'
2" 1'
2"
11 11 '-'- '-'- 00 00 "
M
IN
M
IN
M
IN
M
IN
1'-0"1'-0"1'-0"1'-0"
1'
7" 1'
7"
1'
7" 1'
7"
1'-6"1'-6"1'-6"1'-6"
4" SIDEWALK4" SIDEWALK4" SIDEWALK4" SIDEWALK
C
LR
C
LR
C
LRC
LR3"3" 3"3"
3/8"3/8"3/8"3/8"
RADIUS TYPRADIUS TYPRADIUS TYPRADIUS TYP
2'
0" 2'
0"
2'
0" 2'
0"
M
IN
M
IN
M
IN
M
IN
2"
C
LR
2"
C
LR
2"
C
LR
2"
C
LR
#4@24" O.C.#4@24" O.C.#4@24" O.C.#4@24" O.C.
(4)-#5 CONT.(4)-#5 CONT.(4)-#5 CONT.(4)-#5 CONT.
T/ SLABT/ SLABT/ SLABT/ SLAB
SEE PLANSEE PLANSEE PLANSEE PLAN
CLCLCLCL
1'
6" 1'
6"
1'
6" 1'
6"2'
0" 2'
0"
2'
0" 2'
0"
4'-0"4'-0"4'-0"4'-0"
TY
P.
U .N
.O
.O
.O
.O
3"
C O
VE
R 3"
VE
VE
VE
R
AGGREGATE BASEAGGREGATE BASEAGGREGATE BASEAGGREGATE BASE
VAPOR BARRIERVAPOR BARRIERVAPOR BARRIERVAPOR BARRIER
2'-0"2'-0"2'-0"2'-0"
SEE PLANSEE PLANSEE PLANSEE PLAN
O.F.C.,O.F.C.,O.F.C.,O.F.C., 2"2"2"2"
1/
2"
1/ 2"
1/
2"
1/
2" SHEATHINGSHEATHINGSHEATHINGSHEATHING
NOTCHNOTCHNOTCHNOTCH
ST
EE
L
LI
N E
ST
EE
L
LI
N E
ST
EE
L
LI
N E
ST
EE
L
LI
N E
WWR,WWR,WWR,WWR,
SEE PLANSEE PLANSEE PLANSEE PLAN
1'
7" 1'
7"
1'
7" 1'
7"
1'-6"1'-6"1'-6"1'-6"
M
IN
M
IN
M
IN
M
IN
2"
C
LR
2"
C
LR
2"
C
LR
2"
C
LR
(4)-#5 CONT.(4)-#5 CONT.(4)-#5 CONT.(4)-#5 CONT.
END WALL COLUMNEND WALL COLUMNEND WALL COLUMNEND WALL COLUMN
BY METAL BUILDINGBY METAL BUILDINGBY METAL BUILDINGBY METAL BUILDING
MANUFACTURERMANUFACTURERMANUFACTURERMANUFACTURER
T/ SLABT/ SLABT/ SLABT/ SLAB
SEE PLANSEE PLANSEE PLANSEE PLAN
CLCLCLCL
1'
6" 1'
6"
1'
6" 1'
6"2'
0" 2'
0"
2'
0" 2'
0"
.O
.O
.O
.O
3"
C O
VE
VE
VE
VE
R
#4@24" O.C.#4@24" O.C.#4@24" O.C.#4@24" O.C.
4'-0"4'-0"4'-0"4'-0"
2222'-'-'-'-0000""""
SEE PLANSEE PLANSEE PLANSEE PLAN
O.F.C.,O.F.C.,O.F.C.,O.F.C., ANCHOR BOLTS,ANCHOR BOLTS,ANCHOR BOLTS,ANCHOR BOLTS, SEE SCHEDULESEE SCHEDULESEE SCHEDULESEE SCHEDULE
ST
EE
L
LI
N E
ST
EE
L
LI
N E
ST
EE
L
LI
N E
ST
EE
L
LI
N E
AGGREGATE BASEAGGREGATE BASEAGGREGATE BASEAGGREGATE BASE
VAPOR BARRIERVAPOR BARRIERVAPOR BARRIERVAPOR BARRIER
1/
2"
1/ 2"
1/
2"
1/
2" SHEATHNIGSHEATHNIGSHEATHNIGSHEATHNIG
NOTCHNOTCHNOTCHNOTCH
2"2"2"2"
WWR,WWR,WWR,WWR,
SEE PLANSEE PLANSEE PLANSEE PLAN
1'
7" 1'
7"
1'
7" 1'
7"
1'-6"1'-6"1'-6"1'-6"
M
IN
M
IN
M
IN
M
IN
2"
C
LR
2"
C
LR
2"
C
LR
2"
C
LR
PLACE THIS CONC.PLACE THIS CONC.PLACE THIS CONC.PLACE THIS CONC.
AFTER COLUMN &AFTER COLUMN &AFTER COLUMN &AFTER COLUMN &
SLAB JOINTS ARE INSLAB JOINTS ARE INSLAB JOINTS ARE INSLAB JOINTS ARE IN
PLACEPLACEPLACEPLACE
SE
E
PL
AN
SE
E
PL
AN
SE
E
PL
AN
SE
E
PL
AN
1/2" PRE-MOLDED JOINT1/2" PRE-MOLDED JOINT1/2" PRE-MOLDED JOINT1/2" PRE-MOLDED JOINT
FILLER OR 2 LAYERS OFFILLER OR 2 LAYERS OFFILLER OR 2 LAYERS OFFILLER OR 2 LAYERS OF
ASPHALT IMPREGNATEDASPHALT IMPREGNATEDASPHALT IMPREGNATEDASPHALT IMPREGNATED
FELT BOND BREAKERFELT BOND BREAKERFELT BOND BREAKERFELT BOND BREAKER
CONC. SLAB, SEE PLANCONC. SLAB, SEE PLANCONC. SLAB, SEE PLANCONC. SLAB, SEE PLAN
VAPOR BARRIERVAPOR BARRIERVAPOR BARRIERVAPOR BARRIER
CRUSHED STONECRUSHED STONECRUSHED STONECRUSHED STONE
BASE COURSEBASE COURSEBASE COURSEBASE COURSE
ANCHOR BOLTS,ANCHOR BOLTS,ANCHOR BOLTS,ANCHOR BOLTS,
SEE SCHEDULESEE SCHEDULESEE SCHEDULESEE SCHEDULE
SEE PLANSEE PLANSEE PLANSEE PLAN
T/FTGT/FTGT/FTGT/FTG
SEE PLANSEE PLANSEE PLANSEE PLAN
T/SLABT/SLABT/SLABT/SLAB
SEE PLANSEE PLANSEE PLANSEE PLAN
3" CLR.3" CLR.3" CLR.3" CLR.
3"
C
LR
COLUMN BY METALCOLUMN BY METALCOLUMN BY METALCOLUMN BY METAL
BUILDING MANUFACTURERBUILDING MANUFACTURERBUILDING MANUFACTURERBUILDING MANUFACTURER MAIN FRAMEMAIN FRAMEMAIN FRAMEMAIN FRAME
COLUMNCOLUMNCOLUMNCOLUMN
ISOLATION JOINT MATERIALISOLATION JOINT MATERIALISOLATION JOINT MATERIALISOLATION JOINT MATERIAL
FOOTING, SEE SCHEDULE FORFOOTING, SEE SCHEDULE FORFOOTING, SEE SCHEDULE FORFOOTING, SEE SCHEDULE FOR
SIZE AND REINFORCING.SIZE AND REINFORCING.SIZE AND REINFORCING.SIZE AND REINFORCING.
ANCHOR BOLTS,ANCHOR BOLTS,ANCHOR BOLTS,ANCHOR BOLTS,
SEE SCHEDULESEE SCHEDULESEE SCHEDULESEE SCHEDULE
TY
P.
TY
P.
TY
P.
TY
P.
1"
G
RO
U T
1"
G
RO
U T
1"
G
RO
U T
1"
G
RO
U T
CLR. TYP.CLR. TYP.CLR. TYP.CLR. TYP.
3"3"3"3"
SLAB, SEE PLANSLAB, SEE PLANSLAB, SEE PLANSLAB, SEE PLAN
C
LR
TY
P.
C
LR
TY
P.
C
LR
TY
P.
C
LR
TY
P.
3"3" 3"3"
AGREGATE BASEAGREGATE BASEAGREGATE BASEAGREGATE BASE
VAPOR BARRIERVAPOR BARRIERVAPOR BARRIERVAPOR BARRIER
2"2"2"2" ST
EE
L
LI
N E
ST
EE
L
LI
N E
ST
EE
L
LI
N E
ST
EE
L
LI
N E
SEE PLANSEE PLANSEE PLANSEE PLAN
O.F.C.,O.F.C.,O.F.C.,O.F.C., WWR, SEE PLANWWR, SEE PLANWWR, SEE PLANWWR, SEE PLAN
M
IN
M
IN
M
IN
M
IN
2"
C
LR
2"
C
LR
2"
C
LR
2"
C
LR
#4@24" O.C.#4@24" O.C.#4@24" O.C.#4@24" O.C.
(4)-#5 CONT.(4)-#5 CONT.(4)-#5 CONT.(4)-#5 CONT.
T/ SLABT/ SLABT/ SLABT/ SLAB
SEE PLANSEE PLANSEE PLANSEE PLAN
CLCLCLCL
1'
2" 1'
2"
1'
2" 1'
2"
3/8" RADIUS3/8" RADIUS3/8" RADIUS3/8" RADIUS
TYP.TYP.TYP.TYP.
4'-0"4'-0"4'-0"4'-0"
U .N
.O
U .N
.O
U .N
.O
U .N
.O
3"
TY
P. AGGREGATE BASEAGGREGATE BASEAGGREGATE BASEAGGREGATE BASE
VAPOR BARRIERVAPOR BARRIERVAPOR BARRIERVAPOR BARRIER
SEE PLANSEE PLANSEE PLANSEE PLAN
O.F.C.,O.F.C.,O.F.C.,O.F.C., WWR, SEE PLANWWR, SEE PLANWWR, SEE PLANWWR, SEE PLAN
2'-0"2'-0"2'-0"2'-0"8"8"8"8"
1'-0"1'-0"1'-0"1'-0"
M
IN
M
IN
M
IN
M
IN
1'
0" 1'
0"
1'
0" 1'
0"
(1)-#5 CONT.(1)-#5 CONT.(1)-#5 CONT.(1)-#5 CONT.
#4@24"O.C.#4@24"O.C.#4@24"O.C.#4@24"O.C.
#4@18"O.C.#4@18"O.C.#4@18"O.C.#4@18"O.C.
9"9"9"9" 2'-0"2'-0"2'-0"2'-0"
2'-0"2'-0"2'-0"2'-0"
(2)-#4 CONT.(2)-#4 CONT.(2)-#4 CONT.(2)-#4 CONT.
4" SIDEWALK4" SIDEWALK4" SIDEWALK4" SIDEWALK
1/2" PJF W/1/2" PJF W/1/2" PJF W/1/2" PJF W/
BACKER RODBACKER RODBACKER RODBACKER ROD
AND SEALANTAND SEALANTAND SEALANTAND SEALANT
GRADEGRADEGRADEGRADE
SLOPE, SEE ARCHSLOPE, SEE ARCHSLOPE, SEE ARCHSLOPE, SEE ARCH
1'
7" 1'
7"
1'
7" 1'
7"
1'-6"1'-6"1'-6"1'-6"
2'
0" 2'
0"
2'
0" 2'
0"
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2"
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2"
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2"
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NOTCH BEYONDNOTCH BEYONDNOTCH BEYONDNOTCH BEYOND
EDGE OF EQUIPMENTEDGE OF EQUIPMENTEDGE OF EQUIPMENTEDGE OF EQUIPMENT
SUPPORT LEGSUPPORT LEGSUPPORT LEGSUPPORT LEG
#4@18" 0.C. EACH WAY#4@18" 0.C. EACH WAY#4@18" 0.C. EACH WAY#4@18" 0.C. EACH WAY
3/8" RADIUS,3/8" RADIUS,3/8" RADIUS,3/8" RADIUS,
TYP.TYP.TYP.TYP.
(2)#4(2)#4(2)#4(2)#4 (2)#4(2)#4(2)#4(2)#4
1'
6"
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1'
6"
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1'
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1'
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T/
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SEE CIVILSEE CIVILSEE CIVILSEE CIVIL
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T/ SLABT/ SLABT/ SLABT/ SLAB
SEE PLANSEE PLANSEE PLANSEE PLAN
SLAB REINF.SLAB REINF.SLAB REINF.SLAB REINF. #4@12" O.C.#4@12" O.C.#4@12" O.C.#4@12" O.C.
EACH WAYEACH WAYEACH WAYEACH WAY
DRILL HOLE INTO SLAB 7DRILL HOLE INTO SLAB 7DRILL HOLE INTO SLAB 7DRILL HOLE INTO SLAB 7
BAR DIAM.'S DEEP BY ONEBAR DIAM.'S DEEP BY ONEBAR DIAM.'S DEEP BY ONEBAR DIAM.'S DEEP BY ONE
BAR DIAM. + 1/4" MAX. INBAR DIAM. + 1/4" MAX. INBAR DIAM. + 1/4" MAX. INBAR DIAM. + 1/4" MAX. IN
DIAMETER AND EPOXYDIAMETER AND EPOXYDIAMETER AND EPOXYDIAMETER AND EPOXY
DOWEL INTO SLAB INDOWEL INTO SLAB INDOWEL INTO SLAB INDOWEL INTO SLAB IN
ACCORDANCE WITHACCORDANCE WITHACCORDANCE WITHACCORDANCE WITH
MANUFACTURERSMANUFACTURERSMANUFACTURERSMANUFACTURERS
RECOMMENDATIONS.RECOMMENDATIONS.RECOMMENDATIONS.RECOMMENDATIONS.
3/4" CHAMFER TYP.3/4" CHAMFER TYP.3/4" CHAMFER TYP.3/4" CHAMFER TYP.
2" MIN. CLR2" MIN. CLR2" MIN. CLR2" MIN. CLR
SEE NOTE BELOWSEE NOTE BELOWSEE NOTE BELOWSEE NOTE BELOW
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4"
6"6"6"6"
NOTE:NOTE:NOTE:NOTE:
CONCRETE CONFIGURATION, LOCATION, AND SIZE OF ANCHOR BOLTSCONCRETE CONFIGURATION, LOCATION, AND SIZE OF ANCHOR BOLTSCONCRETE CONFIGURATION, LOCATION, AND SIZE OF ANCHOR BOLTSCONCRETE CONFIGURATION, LOCATION, AND SIZE OF ANCHOR BOLTS
SHALL CONFORM TO EQUIPMENT MANUFACTURER'S REQUIREMENTS. VERIFYSHALL CONFORM TO EQUIPMENT MANUFACTURER'S REQUIREMENTS. VERIFYSHALL CONFORM TO EQUIPMENT MANUFACTURER'S REQUIREMENTS. VERIFYSHALL CONFORM TO EQUIPMENT MANUFACTURER'S REQUIREMENTS. VERIFY
LOCATIONS WITH MECHANICAL.LOCATIONS WITH MECHANICAL.LOCATIONS WITH MECHANICAL.LOCATIONS WITH MECHANICAL.
CLEAN & ROUGHEN EXISTINGCLEAN & ROUGHEN EXISTINGCLEAN & ROUGHEN EXISTINGCLEAN & ROUGHEN EXISTING
SURFACE AND APPLY EPOXY BONDINGSURFACE AND APPLY EPOXY BONDINGSURFACE AND APPLY EPOXY BONDINGSURFACE AND APPLY EPOXY BONDING
AGENT PRIOR TO PLACEMENT OFAGENT PRIOR TO PLACEMENT OFAGENT PRIOR TO PLACEMENT OFAGENT PRIOR TO PLACEMENT OF
FRESH CONCRETE IN ACCORDANCEFRESH CONCRETE IN ACCORDANCEFRESH CONCRETE IN ACCORDANCEFRESH CONCRETE IN ACCORDANCE
WITH MANUFACTURERSWITH MANUFACTURERSWITH MANUFACTURERSWITH MANUFACTURERS
RECOMMENDATIONS.RECOMMENDATIONS.RECOMMENDATIONS.RECOMMENDATIONS.
22 22 "
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(2) TACK WELDS(2) TACK WELDS(2) TACK WELDS(2) TACK WELDS
HEAVY HEX NUTHEAVY HEX NUTHEAVY HEX NUTHEAVY HEX NUT
BASE PLATEBASE PLATEBASE PLATEBASE PLATE
HEAVY HEX NUT AND WASHERHEAVY HEX NUT AND WASHERHEAVY HEX NUT AND WASHERHEAVY HEX NUT AND WASHER
(ADD LEVELING NUT AND(ADD LEVELING NUT AND(ADD LEVELING NUT AND(ADD LEVELING NUT AND
WASHER AS REQ'D)WASHER AS REQ'D)WASHER AS REQ'D)WASHER AS REQ'D)
1 1/2" GROUT (+/- 1/2")1 1/2" GROUT (+/- 1/2")1 1/2" GROUT (+/- 1/2")1 1/2" GROUT (+/- 1/2")
T/ FTGT/ FTGT/ FTGT/ FTG
SEE PLANSEE PLANSEE PLANSEE PLAN
NOTE: EMBED ANCHOR TO WITHIN 3"NOTE: EMBED ANCHOR TO WITHIN 3"NOTE: EMBED ANCHOR TO WITHIN 3"NOTE: EMBED ANCHOR TO WITHIN 3"
OF BOTTOM OF LOWEST FOOTING U.N.O.OF BOTTOM OF LOWEST FOOTING U.N.O.OF BOTTOM OF LOWEST FOOTING U.N.O.OF BOTTOM OF LOWEST FOOTING U.N.O.
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NUMBER:NUMBER:NUMBER:NUMBER:
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SCALE: 3/4" = 1'-0"SCALE: 3/4" = 1'-0"SCALE: 3/4" = 1'-0"SCALE: 3/4" = 1'-0"S502S502S502S502
1111 TURN DOWN SLAB at OVERHEAD DOOR OPENINGTURN DOWN SLAB at OVERHEAD DOOR OPENINGTURN DOWN SLAB at OVERHEAD DOOR OPENINGTURN DOWN SLAB at OVERHEAD DOOR OPENING SCALE: 3/4" = 1'-0"SCALE: 3/4" = 1'-0"SCALE: 3/4" = 1'-0"SCALE: 3/4" = 1'-0"S502S502S502S502
2222 TYP. TURN DOWN SLAB DETAILTYP. TURN DOWN SLAB DETAILTYP. TURN DOWN SLAB DETAILTYP. TURN DOWN SLAB DETAIL SCALE: 3/4" = 1'-0"SCALE: 3/4" = 1'-0"SCALE: 3/4" = 1'-0"SCALE: 3/4" = 1'-0"S502S502S502S502
3333 TURN DOWN SLAB AT COLUMN W/ LEDGETURN DOWN SLAB AT COLUMN W/ LEDGETURN DOWN SLAB AT COLUMN W/ LEDGETURN DOWN SLAB AT COLUMN W/ LEDGE
SCALE: 3/4" = 1'-0"SCALE: 3/4" = 1'-0"SCALE: 3/4" = 1'-0"SCALE: 3/4" = 1'-0"S502S502S502S502
4444 TYPICAL ISOLATED FOOTING DETAILTYPICAL ISOLATED FOOTING DETAILTYPICAL ISOLATED FOOTING DETAILTYPICAL ISOLATED FOOTING DETAIL SCALE: 3/4" = 1'-0"SCALE: 3/4" = 1'-0"SCALE: 3/4" = 1'-0"SCALE: 3/4" = 1'-0"S502S502S502S502
TYPICAL MAIN FRAMETYPICAL MAIN FRAMETYPICAL MAIN FRAMETYPICAL MAIN FRAME
SECTION AT COLUMN FOOTINGSECTION AT COLUMN FOOTINGSECTION AT COLUMN FOOTINGSECTION AT COLUMN FOOTING SCALE: 3/4" = 1'-0"SCALE: 3/4" = 1'-0"SCALE: 3/4" = 1'-0"SCALE: 3/4" = 1'-0"S502S502S502S502
6666 TURN DOWN SLAB at DOOR OPENINGTURN DOWN SLAB at DOOR OPENINGTURN DOWN SLAB at DOOR OPENINGTURN DOWN SLAB at DOOR OPENING
SCALE: 3/4" = 1'-0"SCALE: 3/4" = 1'-0"SCALE: 3/4" = 1'-0"SCALE: 3/4" = 1'-0"S502S502S502S502
7777 TYPICAL EQUIPMENT PAD DETAILTYPICAL EQUIPMENT PAD DETAILTYPICAL EQUIPMENT PAD DETAILTYPICAL EQUIPMENT PAD DETAIL SCALE: 1 1/2" = 1'-0"SCALE: 1 1/2" = 1'-0"SCALE: 1 1/2" = 1'-0"SCALE: 1 1/2" = 1'-0"S502S502S502S502
8888 INTERIOR EQUIPMENT PAD DETAILINTERIOR EQUIPMENT PAD DETAILINTERIOR EQUIPMENT PAD DETAILINTERIOR EQUIPMENT PAD DETAIL SCALE: 3" = 1'-0"SCALE: 3" = 1'-0"SCALE: 3" = 1'-0"SCALE: 3" = 1'-0"S502S502S502S502
9999 TYPICAL ANCHOR RODTYPICAL ANCHOR RODTYPICAL ANCHOR RODTYPICAL ANCHOR ROD
30303030
FAN F-1 IS IN OPTION 1.
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