CONN
FFFDN
FTG
GALV
H.T.
GDR
JTJST
HORIZ
D
DIA
CONT
ELEV
EADN
EW
BM
BRGC/C
CLR
BOT
CONCCOLCMU
AFF
B/
ARCH
CONNECTION
OPENINGOPNG
WELDED WIRE
FINISH FLOORFOUNDATION
GIRDER
FOOTING
JOINTJOIST
HEAVY TIMBER
HORIZONTAL
GALVANIZED
DEEP
DIAMETER
EACH WAY
ELEVATION
EACHDOWN
CONTINUOUS
TOP OFT/
WIDE
TYPICAL
VERTICAL
WOOD
REINFORCEMENT
WITHWW/
TYP
VERT
WWRWD
PREFORMED JOINT FILLERPLATE
SIMILAR
SPACES
STIFFENER
REINFORCING
SHORT WAY
PJFPL
SW
SPA
REINF
STIFF
SIM
LONG LEG HORIZONTAL
BEAM
CONCRETE MASONRY UNIT
CENTER-CENTERBEARING
CLEAR
BOTTOM
CONCRETECOLUMN
ABOVE FINISHED FLOOR
BOTTOM OF
ARCHITECT
LONG WAYLW
MINIMUMMANUFACTURER
MAXIMUM
ON CENTER
OPPOSITE HAND
NOT TO SCALE
METAL
MFRMIN
MAX
OC
OH
NTS
MTL
LONG
LONG LEG VERTICAL
LG
LLVLLH
SHORT LEG HORIZONTALSHORT LEG VERTICALSLV
SLH
FV FIELD VERIFY
AR ANCHOR ROD
UNLESS NOTED OTHERWISEUNO
EJ EXPANSION JOINT
ALTN ALTERNATE
BLDG BUILDINGBETW BETWEEN
EXISTING
CL CENTERLINE
CTR CENTER
DBL DOUBLEDBA DEFORMED BAR ANCHOR
EF EACH FACE
FD FLOOR DRAIN
FL FLOOR
FS FAR SIDE
NEAR SIDENS
GENL GENERAL
INSUL INSULATION OR INSULATING
ID INSIDE DIAMETER
INT INTERIOR
EXT EXTERIOR
KIPS PER SQUARE INCHKSIKIPS PER SQUARE FOOTKSF
MEZZANINEMEZZ
MISCELLANEOUSMISC
NOT IN CONTRACTNIC
OUTSIDE DIAMETEROD
POWDER ACTUATED FASTENERSPAF
POUNDS PER SQUARE INCHPSIPOUNDS PER SQUARE FOOTPSFPOST TENSIONEDPT
PRESTRESSED PRECAST HOLLOWCORE CONCRETE
PPHCC
RADIUSRADROOF DRAINRD
REVISIONREV
REFERENCEREF
REQUIREDREQD
SCHEDULESCHED
SQUARE FOOTSF
PRESSURE TREATED
STAINLESS STEELSSSTANDARDSTD
STEELSTL
SYMMETRICALSYM
THICKENED or THICKTHKTEMPORARYTEMP
THROUGHTHRU
LOWLO
HI HIGH
WITHOUTW/O
ACI AMERICAN CONCRETEINSTITUTE
AISC AMERICAN INSTITUTE OFSTEEL CONSTRUCTION
ASTM AMERICAN SOCIETY OFTESTING AND MATERIALS
AWS AMERICAN WELDING SOCIETY
ASD ALLOWABLE STRESS DESIGN
HSS HOLLOW STRUCTURAL SECTION
KIPS (KILOPOUNDS)KKIPS PER LINEAL FOOTKLF
LOAD RESISTANCELRFDFACTORED DESIGN
POUNDS PER LINEAL FOOTPLF
ROOF TOP UNITRTU
F
(+/-) X' - X"
FOOTING SIZE DESIGNATION
TOP/FOOTING ELEV. VERSUSPROJECT 0'-0" ELEVATION
EXIST
T&B TOP & BOTTOM
CJ CONTROL JOINT
HCA HEADED CONCRETE ANCHORS
AISI AMERICAN IRON ANDSTEEL INSTITUTE
EOS EDGE OF SLAB
LONG FACE HORIZONTALLFHLONG FACE VERTICALLFV
LONG SIDE HORIZONTALLSHLONG SIDE VERTICALLSV
D&E DRILL & EPOXY
ABBREVIATIONS
MECHANICAL, ELECTRICAL &PLUMBING
MEP
STRUCTURAL ENGINEEROF RECORD
SER
AESS ARCHITECTURAL EXPOSEDSTRUCTURAL STEEL
BRDG BRIDGINGBP BASE PLATE
DEP DEPRESSED
DL DEAD LOADDIAG DIAGONAL
ENG ENGINEER OR ENGINEERING
EXPANSIONEXP
F/ FACE OF
FRT FIRE RETARDANT
GA GAUGE, GAGE
GC GENERAL CONTRACTOR
IE INVERT ELEVATION
L LENGTH
HDR HEADERHGR HANGER
HKD HOOKED
GYP GYPSUM
BD BOARD
CFMF COLD FORMED METAL FRAMING
LIGHT WEIGHT CONCRETELWC
LIVE LOADLL
LOCATIONSLOCS
PRE-FABRICATEDPREFAB
P.T.
SHEATHINGSHTHG
SPECIFICATIONSPEC
T&G TONGUE & GROOVE
PRE-ENGINEERED METAL BUILDINGPEMB
CONCRETE MIXTURES
APPLICATION EXPOSURE F'c NOMINAL MAXIMUMAGGREGATE SIZE
(NOTE 4)
AIR CONTENTMAXIMUM W/C MAXIMUMCONCRETE WEIGHT
FOOTINGS 1" 150 PCF
SLAB-ON-GRADE
WALLS & PIERS
ELEVATED SLAB
F0 3000 PSI 1" 150 PCF
F0 3000 PSI 3/4" 150 PCF
F0 4000 PSI 3/4" 120 PCF
NOTES:
1. EXPOSURE CATEGORIES AND CLASSES FOR SULFATES, PERMEABILITY, AND CORROSION PROTECTION OF REINFORCEMENT IS CLASS ZERO UNLESS NOTED OTHERWISE.
2. WHERE NO MAXIMUM WATER CEMENT RATIO IS NOTED FOR DURABILITY, PROPORTIONING OF WATER/CEMENT RATIO SHALL BE AS REQUIRED FOR SPECIFIED CONCRETE MIXDESIGN . WATER/CEMENT RATIO IS NOT APPLICABLE FOR DURABILITY REQUIREMENTS IN LIGHTWEIGHT CONCRETE.
3. AIR ENTRAINMENT IS NOT REQUIRED BY DESIGN. THE CONTRACTOR, INSTALLER, AND SUPPLIER MAY CHOOSE TO INCLUDE AIR ENTRAINMENT TO IMPROVE PLACEMENT ANDFINISHING CHARACTERISTICS. AIR ENTRAINMENT IS NOT PERMITTED IN CONCRETE TO RECEIVE A HARD TROWEL FINISH AND ENTRAPPED AIR SHALL NOT EXCEED 3%.
4. COURSE AGGREGATE SHALL BE ASTM C 33, GRADED. SELECT GRADING CLASS PER TYPE OF CONSTRUCTION OR LOCATION USED, AND IN RELATION TO SPECIFICWEATHERING REGION. AGGREGATE SHALL BE FROM A SINGLE SOURCE. #67 GRADING SHALL BE USED FOR CONCRETE WITH 3/4 INCH MAXIMUM; #57 GRADING SHALL BE USEDFOR CONCRETE WITH 1 INCH MAXIMUM; A WELL BLENDED MIX OF #4, #57 AND #89 (1 1/2" TO 3/8" NOMINAL SIZE ) SHALL BE USED FOR CONCRETE WITH 1 1/2 INCH MAXIMUM.
EXTERIOR SLAB-ON-GRADE F1 5000 PSI 1"0.45 150 PCF4.5% + 1.5%
F0 3000 PSI SEE NOTE 2 SEE NOTE 3
SEE NOTE 2
SEE NOTE 2
SEE NOTE 2
SEE NOTE 3
SEE NOTE 3
SEE NOTE 3
BARSIZE
NOTES
1. TABULATED VALUES ARE BASED ON MINIMUM YIELD STRENGTH OF 60 KSI. LENGTHS ARE IN INCHES.
2.
REBAR IS ASSUMED TO BE UNCOATED (NO EPOXY COATING). INCREASE DEVELOPMENT LENGTHS SHOWN BY 1.3FOR TOP, AND 1.5 FOR OTHER EPOXY COATED BARS.
F'c = 3000 PSI
3. TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12 INCHES OF FRESH CONCRETE PLACED BELOW THEDEVELOPEMENT OR SPLICE.
4.
LAP SPLICE LENGTHS SHALL BE AS SHOWN IN THE TABLE ABOVE, UNLESS NOTED OTHERWISE.
CLASS B TENSION LAP SPLICE LENGTHS(ACI 318, SECTION 12.2.2 AND 12.15)
TOP BARS OTHER BARS
CASE 1 CASE 2 CASE 1 CASE 2
28 42 21 32
37 56 28 43
46 69 36 53
56 83 43 64
81 131 62 93
FOR LIGHTWEIGHT CONCRETE, MULTIPLY TABULATED VALUES BY 1.3.
CASE 1 AND CASE 2 DEPEND ON THE TYPE OF STRUCTURAL MEMBER, CONCRETE COVER, AND BAR SPACING ANDARE DEFINED AS FOLLOWS:
CASE 1
CASE 2
BEAMS &COLUMNS
CLEAR SPACING > 2.0 BAR DIA
CLEAR SPACING < 2.0 BAR DIA
CASE 1
CASE 2
ALL OTHERSCONCRETE COVER > 1.0 BAR DIA AND CLEAR SPACING > 2.0 BAR DIA
CONCRETE COVER < 1.0 BAR DIA OR CLEAR SPACING < 2.0 BAR DIA
5.
6.
TENSION DEVELOPEMENT LENGTHS(ACI 318, SECTION 12.2.2)
#3
#4
#5
#6
#7
93 139 71 107#8
#9
#10
#11
BARSIZE
F'c = 4000 PSITOP BARS OTHER BARS
CASE 1 CASE 2 CASE 1 CASE 2
24 36 18 28
32 48 25 37
40 60 31 46
48 72 37 55
70 105 54 81
#3
#4
#5
#6
#7
80 120 62 92#8
#9
#10
#11
BARSIZE
F'c = 5000 PSITOP BARS OTHER BARS
CASE 1 CASE 2 CASE 1 CASE 2
22 33 17 25
29 43 22 33
36 54 28 41
43 65 33 50
62 94 48 72
#3
#4
#5
#6
#7
72 108 55 83#8
#9
#10
#11
81 121 62 93
91 137 70 105
101 152 78 117
90 136 70 104
102 153 78 117
113 170 87 130
104 157 80 120
118 176 90 136
131 196 100 151
BARSIZE
F'c = 3000 PSITOP BARS OTHER BARS
CASE 1 CASE 2 CASE 1 CASE 2
21 16 25
28 22 33
36 27 41
43 33 49
62 48 72
#3
#4
#5
#6
#7
71 55 82#8
#9
#10
#11
BARSIZE
F'c = 4000 PSITOP BARS OTHER BARS
CASE 1 CASE 2 CASE 1 CASE 2
18 28 14 21
25 19 28
31 24 36
37 28 43
54 42 62
#3
#4
#5
#6
#7
62 47 71#8
#9
#10
#11
BARSIZE
F'c = 5000 PSITOP BARS OTHER BARS
CASE 1 CASE 2 CASE 1 CASE 2
17 13 19
22 17 25
28 21 32
33 25 38
48 37 56
#3
#4
#5
#6
#7
55 42 64#8
#9
#10
#11
62 48 72
70 54 81
78 60 90
70 54 80
78 60 90
87 67 100
80 62 93
90 70 104
100 77 116
37
46
55
81
92
104
117
130
32
43
53
64
93
107
120
136
151
25
33
41
50
72
83
93
105
117
23"
#5
8" CMU
CMU TYPE
12"
#3
15"
#4
72"
BAR SIZE
43"
#6
60"
#7 #8
M
#9
CONCRETE MASONRY UNITS (CMU)MIN. LAP SPLICE LENGTH SCHEDULE FOR
WITH REINFORCEMENT IN CENTER OF WALL
40"
#5
8" OR 12" CMU
CMU TYPE
15"
#3
26"
#4
72"
BAR SIZE
54"
#6
63"
#7 #8
82"
#9
NOTES:
1. F'm = 1500 psi
2. REBAR IS ASSUMED TO BE UNCOATED (NO EPOXY COATING)
3. REBAR IS LOCATED OFF-CENTER IN CELL WITH MASONRY COVER (DISTANCE FROM NEARESTEXT F/CMU TO OUTERMOST F/REBAR) OF 2".
CONCRETE MASONRY UNITS (CMU)MIN. LAP SPLICE LENGTH SCHEDULE FOR
4. 'M' DENOTED MECHANICAL BAR SPLICE IS REQUIRED. SPLICE SHALL DEVELOP 125% OF THESPECIFIED YIELD STRENGTH OF THE BAR IN TENSION OR COMPRESSION.
WITH REINFORCEMENT OFF-CENTER
18"10" CMU 12" 12" 34" 46" 71" 82"
NOTES:
1. F'm = 1500 psi
2. REBAR IS ASSUMED TO BE UNCOATED (NO EPOXY COATING)
3. REBAR IS LOCATED IN CENTER OF CELL.
4. 'M' DENOTED MECHANICAL BAR SPLICE IS REQUIRED. SPLICE SHALL DEVELOP 125% OF THESPECIFIED YIELD STRENGTH OF THE BAR IN TENSION OR COMPRESSION.
15"12" CMU 12" 12" 28" 38" 57" 74"
5
SPAN
* 8'-0" TO 12'-0"
6'-0" TO 8'-0"
0'-0" TO 6'-0"
2 - #51 - #516"
6" WALL
8"
16"
1 - #5
1 - #5
DEPTH8" WALL
2 - #4
2 - #4
REINFORCING
MASONRY CONTROL JOINT(IF REQ'D)
8" OR 24" MIN.BEARING - TYP.
LINTEL45°
MASONRY OPENING6" MINIMUM - TYP.
SEE NOTE 2 & GENERAL NOTES FORFULL-HEIGHTJAMB REINF.
SEE NOTE 6FOR SILLDETAILS
NOTES:PROVIDE 8" MIN. BEARING @ EA END FOR LINTELS SHORTER THAN 8'-0". PROVIDE 24" MIN. BEARING @ EA ENDFOR LINTELS 8'-0" OR MORE (TYP). CONTACT STRUCT ENGR IF 24" IS NOT AVAILABLE AS SOME CASES MAYALLOW FOR 8" (MIN.) BRG LENGTH. WHERE MULTIPLE OPENINGS CAUSE 24" BEARING LENGTHS TO OVERLAP,RUN LINTEL CONTINUOUS OVER OPENINGS (W/ 8" MIN. BEARING BETWEEN OPNGS.) UNTIL 2'-0" BEARING LENGTHCAN BE OBTAINED AFTER LAST OPENING.
FOR SPANS LESS THAN 12'-0", REINFORCE END BEARING JAMBS W / (2) -TYP. WALL VERTICAL REINFORCING BARS(1 PER CELL) IN GROUT FILL. FOR SPANS 12'-0" OR GREATER, REINFORCE END BEARING JAMS W/ (3)-TYP WALLVERTICAL BARS (1 PER CELL) IN GROUT FILL. (TYP-U.N.O.)16" & 24" DEEP LINTEL MAY BE CONSTRUCTED OF 8" U-BLOCK (BELOW) AND 8" DEPRESSED WEB BLOCK (ABOVE) -FULLY GROUTED. REINF CALLED OUT IS PER BLOCK.
BOTTOM REINF. COVER SHALL BE A MAX. OF 2 1/2" FROM BOT/LINTEL.
WHERE LINTEL ABUTS COLUMN (OR HAS LESS THAN MIN. BEARING LENGTH STATED ABOVE), PROVIDE MINIMUM6", 8" OR 10" WIDE (TO MATCH MASONRY) L6x6x3/8 ANGLE SEAT FOR CONCRETE "U" BLOCK LINTEL SUPPORT.WELD ANGLE TO COL W/ 3/16" FILLET WELD UP BOTH SIDES. WELD 1/2" DIA HORIZ WELDABLE BARS x 24" LG TOCOL FOR EA HORIZ BAR TO SPLICE WITH.
FOR SILLS, PROVIDE THE FOLLOWING:a. OPENINGS 6'-0" WIDE OR LESS WITH 3'-0" DIMENSION MAX. FROM FLOOR LINE TO SILL: NO SILL LINTEL REQUIRED.b. OPENINGS WIDER THAN 6'-0" OR OPENINGS OF ANY WIDTH WITH DIMENSION FROM FLOOR LINE WITH 3'-0" DIM
MAX, REINFORCING & DETAILS NOTED FOR HEADER SHOWN, CONSTRUCTED WITH A GROUT STOP BELOW ADEPRESSED WEB BLOCKED REINFORCED PER SCHEDULE.
CONCRETE MASONRY UNIT LINTEL SCHEDULE
5.
3.
4.
6.
2.
1.
"D"
"B"
"D"
"B"
4 5/8" @ 8" BLOCK LINTEL
1'-0" @ 16" BLOCK LINTEL
VER
IFY
1/2"
OPN
G. +
16"
3"16"
1'-8" @ 24" BLOCK LINTEL
* 12'-0" TO 16'-0" 2 - #6N/A24"
* DENOTES TO CONTACT STRUCT ENGR IF LESS THAN 24" BRG LENGTH AVAILABLE SO THAT A STEEL TUBE CAN BEPROVIDED FOR LINTEL INSTEAD.
7.
2 - #5
12" WALL
2 - #4
2 - #4
2 - #6
2 - #5
10" WALL
2 - #4
2 - #4
2 - #6
5
4'-0" TO 8'-0"
0'-0" TO 4'-0"
SPAN (OPENING)
8'-0" TO 12'-0"
TYP LINTEL SIZE
BENT PL 7 x 6 x 3/8 (LLH)
L7 x 4 x 5/16 (LLH)
*BENT PL 7 x 6 x 3/8 (LLH)
LINTEL- (FLUSH-TO-WALL)
BRICK/STONE VENEER LINTEL SCHEDULE(FLUSH-TO-STUD)
WALL HEADERPER SCHEDULE
CMU WALL ORWALL STUDS
SHEATHING(SEE ARCH.)
LINTEL-SEE SCHEDULE
VENEER-SEE ARCH.
1" MAX.
12'-0" TO 16'-0" *BENT PL 7 x 6 x 1/2 (LLH)
NOTES:1. PROVIDE 8" BEARING (MIN.) AT EACH END OF LINTEL ANGLES.2. * DENOTES TO BOLT VENEER LINTEL TO CMU LINTEL @ 1/3POINTS W/ 3/4" DIA x 6" LG EXP ANCHORS.
LINTEL SIZE @ RECESS VENEER
L 6 x 6 x 3/8
L6 x 4 x 5/16 (LLH)
*L 6 x 6 x 3/8 (LLH)
*L 6 x 6 x 1/2 (LLH)
DETAIL B
DETAIL A
8' - 12'
OPNG.
4' - 8'
0' - 4' SEE DET. A BELOW
SEE DET. B BELOW
SEE DET. B BELOW
HEADER SIZE REMARKS
(2) 600S162-43
(2) 800S162-43
TRACK ONLY
NON-LOAD BEARINGMETAL STUD HEADER SCHEDULE
2 JACK STUDS
T&B TRACKS SAMEGA. AS HEADER
1/2 OF VERT. STUDSDISPLACED BY OPNG.(2-MIN.)
54 MIL. (MIN.) CONN.PLATES EA. SIDE
(4) SCREWS OR4" TOT. WELDMEMBER-TO-MEMBER @ TOPOF JACKS
UNLESS NOTED OTHERWISE, AT SILL, PROVIDE 54 MIL xWALL STUD WIDTH CONTINUOUS TRACK W/ 68 MIL CLIPEA. END OF TRACK (3-SCREWS PER LEG AT EA. CLIP)
NOTES:
UNLESS NOTED OTHERWISE, END CONNECTIONS FOR HEADERSHALL BE THE FOLLOWING:
HEADER
SHORT TRACK W/ (4)SCREWS TO HEADER &SCREW EA. FLANGE TOEA. JACK
NOTE A:
TOP & BOTT. OFHEADER
1.
THRU CONNECTIONS TO JACK STUDS W/ (2) SCREWS AT TOP OFJACK STUD TO ADJACENT FULL HT. STUDS (FOR SPANS LESSTHAN 6')
2.
68 MIL CLIP CONN., IN ADDITION TO CONN. NOTED IN A., W/ (3)SCREWS PER LEG AT EA. CLIP CONN. LIP DIRECTLY TO FULL HT.STUDS AND PROVIDE CLIP AT TOP & BOTT. OF HEADER.
A.
B.
NOTE B:
1/2 OF VERT. STUDSDISPLACED BY OPNG.(2-MIN.)
(2) 1200S162-54
(2) 1000S162-54
(2) 800S162-43
(2) 600S162-43
HEADER SIZE
2 JACK STUDS
4' - 8'
43 MIL T&B TRACKS
12' - 14'
8' - 12'
OPNG.
0' - 4'
SEE DET. BELOW
SEE DET. BELOW
SEE DET. BELOW
54 MIL (MIN.) CONN.PLATES EA. SIDE
1/2 OF VERT. STUDSDISPLACED BY OPNG.(2-MIN.)
REMARKS
SEE DET. BELOW
METAL STUD SILL SCHEDULE
(FOR REFERENCE ONLY)CORRESPONDING GAUGE
(MILS)MATERIAL THICKNESS
97
68
54
27
18
33
43
12
14
16
22
25
20
18
METAL STUD DESIGNATIONS
L/3 L/3 L/3
STANDARD (S) TYPE.
W/ MECHANICAL DRAWINGS.
A MINIMUM OF 2 JOISTS.
(LB./FT.)
6. ANY PIPE OR COMBINATION OF PIPES WITH
3. EXACT PIPE LOCATIONS TO BE COORDINATED
4. PIPES RUNNING PARALLEL TO JOISTS W/ DIA.
5. MEMBER SIZES ON PLANS HAVE BEEN ADJUSTED
2. PIPE WEIGHT INCLUDES: PIPE + INSULATION + WATER
GREATER THAN 4" OR RUNNING IN COMBINATIONW/ OTHER PIPES SHALL BE DISTRIBUTED TO
NOTIFY ARCH. PRIOR TO PROCEEDING W/WORK.BE HUNG PER THE DIRECTION OF THE ARCH. -TOTAL DIAMETERS GREATER THAN 8" SHALL
TO SUPPORT WATER PIPING LOADS IN THIS TABLE.
1. PIPES IN TABLE ARE SCHEDULE 40 OR
STRUTS/CLIPS BYPIPE ERECTOR
CHORD OF THE BAR JOIST.7. NO PIPING SHALL RUN BELOW THE BOTTOM
4" DIA. PIPEOR LESS
6
8
4
5
3
2 1/2
PIPE DIA. (IN.)
NOTES:
5" DIA. PIPE OR GREATER(LOCATE IN MIDDLE THIRD)(ABOVE OR BELOW BRIDGING,COORD. W/ JOIST MANUF'R)
6
6
12
12
12
12
(FT.)
32.5
52.0
17.0
24.5
11.5
WEIGHT
8.5
PIPE PIPE SUPPORTSPACING (MAX.)
WATER PIPINGSUPPORT SCHEDULE
EXTERNAL PRESSURE LOADS (PSF)COMPONENTS & CLADDING
EFFECTIVE WIND
31 2 4 5AREA (FT )2
20
50
45
ROOF PLAN
NOTES:
1) a = 17'-8"
2) POSITIVE PRESSURE VALUES REFER TO FORCES ACTING TOWARDS BUILDING, NEGATIVE PRESSURE VALUES REFER TO FORCES ACTING AWAY FROM BUILDING.
3) EACH COMPONENT MUST BE DESIGNED FOR MAXIMUM POSITIVE AND NEGATIVE FORCES.
4) FOR COMPONENTS HAVING EFFECTIVE AREAS IN BETWEEN TABULATED VALUES, DESIGN LOADS MAY BE INTERPOLATED. OTHERWISE DESIGN LOAD MUST BE TAKEN FROM THE NEXT LOWEST EFFECTIVE AREA.
316
-28.9
28.9
-31.3
IBC 2012: LOCATION PER ASCE 7-10: FIGURE 30.4-1, 30.4-2A
< 10
> 100
> 500
16
-48.5
16
-73.0
16
-28.2
16
-43.3
16
-60.5
16
-27.2
16
-36.5
16
-43.9
16
-26.5
16
-31.3
16
-31.3
27.6
-30.0
25.9
-28.3
24.6
-27.0
24.6
-30.0
25.9
-32.6
27.6
-36.1
28.9
-38.7
21.6
-24.0
21.6
-24.0
5
a a
32
2 21
3 32
WALL ELEVATION
(TYP
)a
(TYP)
2a
5) DESIGN VALUES SHOWN IN THIS TABLE ARE ULTIMATE VALUES FOR USE WITH LRFD DESIGN. VALUES MAY BE MULTIPLED BY
0.6 FOR USE WITH SERVICE LEVEL OR ASD DESIGN. REFER TOTHE BUILDING CODE FOR APPLICABLE LOAD COMBINATIONS.
(TYP
)
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(TYP)a
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C 2014
ARCHITECTS, INC.CHAPMAN GRIFFIN LANIER SUSSENBACH
R E L E A S E D
WRITTEN PERMISSION.
F O R C O N S T R U C T I O N
OR REPRODUCED WITHOUT THEIRARCHITECTS, INC. AND MAY NOT BE USEDCHAPMAN GRIFFIN LANIER SUSSENBACHARE 30" X 42", IS THE PROPERTY OF
THIS DRAWING, THE DIMENSIONS OF WHICH
NO.DATE DESCRIPTION
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PES PROJECT NUMBER: 0213124
S-0.02
December 4, 2013
ABSNLH
GENERALSCHEDULES
9/12/2013 DESIGN DEVELOPMENTREVIEW
10/25/2013 30% CD REVIEW12/04/2013 80% CD REVIEW & GDOE
CHECK-SET
1/21/2014 100% CDS\PERMIT SET\GDOE FINAL SUBMITTAL
3/11/2014 ISSUED FOR BIDS4/25/2014 5 ADDENDUM #5
5
S
S
A
1
BCD
16
7
8
5
3
A.6
10
A.8C.4E D.7E.5E.7FF.2F.9HJJ.7L.4R L.6Q G.7 G.3 F.5F.7H.2H.7J.3K E.2G F.4J.6LN MS P.5 P
13
11
2.1
2
4
6.1
9
12
15
17
14
6
15' -
5"
1' -
3"2"
13' -
6"
5' -
6"4'
- 10
"
2' -
0"
7' -
7"3'
- 5"
4"4"
16' -
8"
10"
8" 2"10
' - 1
0"3'
- 8"
10' -
4"
1' -
0"
5' -
10"
8' -
6"
1' -
11"
5' -
0"3'
- 5"
5' -
3"
20' - 4"
1' - 0"
3' - 0"
1' - 6"
4' - 7"9' - 4"
2' - 11"
5' - 0"
2' - 1"
16' - 5"4' - 0"18' - 5"3' - 7"
6"1"
4' - 9"6' - 8"8' - 7"3' - 9"3' - 7"
9"
2' - 3"5' - 0"2' - 9"3' - 4"
3' - 4"
3' - 4"5' - 10"
4' - 2"8"
9' - 4"3' - 2"3' - 2"3' - 8"10' - 0"
1' - 2"
2' - 6"8' - 4"1' - 9 3/4"
1' - 4 1/2"11 1/4"
4' - 6 1/2"4' - 8"6' - 7 1/2"
11 1/4"
1' - 9 1/4"
6"2' - 0"
2' - 0"2' - 0"
2' - 2"
8' - 8"
/1 S-2.21
/1 S-2.23
4" CONCRETE SLAB-ON-GRADEREINFORCED W/ WWR6x6-W2.1xW2.1 @
1-1/2" BELOW T/SLAB OVER 4"CRUSHED STONE BASE (SEE ARCH
FOR VAPOR RETARDER LOCATIONS).
T/SLAB = SEE CIVILREF T/SLAB = 14'-8"
.
F5A/ C3
F4 / C2
1
C2 UP
C5 UP
8" CMU REINF W/#5 @ 40" OC
(TYP @ ALL INTSW & STAIR
OUTER WALLS)
8" CMU REINF W/#5 @ 40" OC (TYP
@ ALL EXTWALLS)
1
STAIROPNG STAIR
OPNG
OPEN
STEEL STAIR(BY STAIR MANUF) (TYP)
1
W18
X35
(30)
A.5F.1
/1 S-2.24
E.1
9.5
M.5
5.8
COL DN
W18
X35
(30)
W10
X17
(9)
W12
x14
(10)
W10X17 (9)
(TYP 2
SIDES)
(TYP 2
SIDES)
SEE 3/S-3.11 FORCOL BRG ON CONC
WALL (TYP)
8.2
A.7C.3 C.1
5.3
C.8D.9J.8 J.1
4 EQ
SPA
4 EQ
SPA
15' -
10"
12' -
2"
2 EQ
SPA
2 EQ
SPA
3 EQ SPA
4 EQ
SPA
4 EQ
SPA
5 EQ
SPA
4 EQ
SPA
4 EQ
SPA
1.8
C2 UP
C10 U
P
W16X40
4 EQ SPA4 EQ SPA3 EQ SPA2 EQ SPA3 EQ SPA3 EQ SPA3 EQ SPA
2 EQ
SPA
2 E
Q S
PA2
EQ S
PA4
EQ S
PA
W10
X17
(9)
3 EQ SPA2 EQ SPA2 EQ SPA3 EQ SPA3 EQ SPA2 EQ SPA2 EQ SPA3 EQ SPA2 EQ SPA3 EQ SPA3 EQ SPA3 EQ SPA4' - 8"3 EQ SPA
2 EQ
SPA
4 EQ SPA3 EQ SPA3 EQ SPA3 EQ SPA2 EQ SPA2 EQ SPA2 EQ SPA3 EQ SPA2 EQ SPA5 EQ SPA3 EQ SPA
COL DN
C2 UP
W10X17 (9) W16X31 (20)W16X31 (27)
W16X26 (20)W16X26 (15)
W16X26 (20) W16X26 (20) W16X26 (15) W16X31 (30) W18X40 (38) W16X26 (25) W18X40 (50)
HSS
18X6
X1/2
W18
X35
(28)
W18
X40
(30)
W18
X40
(30)
W18
X46
(39)
W18X40 (22)W16X26 (40)W16X26 (15)W16X26 (30)W16X26 (30)
W16X26 (30)
W16X26 (30)
W14X22
W16X31
W16X26 (21)W12X14 (10)
W18X40 (50)W16X26 (20)
W24X55 (42)
W24X55 (55)
W24X62 (45)
W16X26 (20)
W24X55 (56)
W16X26 (20)W24X76 (60)
W24X68 (60)
W24X62 (60)
W16X31 (30)
W16X31 (20)
W18X35 (17)W16X31 (30)
W18X35 (17)W18X35 (25)
W14X22 (30)
W12
X14
(10)
W14X22HSS
8X8X
3/8
SW-4
SW-4
SW-4
SW-4
SW5
SW-4
SW-4
SW-4
SW-4
SW5
SW-4
SW-3
SW-3
SW-3
SW-3
SW-3
SW-3
SW-3
SW-3
SW-3 SW-3SW-3
SW-3
SW-3
SW-3
SW-3
SW-3
SW-3
SW-4
SW-2
SW-3SW-3 SW-3
SW-3
W12x19 (10)
W24X94 (60)
11
1
13 EQ SPA
T/FTG
2" EXP JNT @ F/GYMVENEER TO INSIDE
F/CMU @ CORRIDOR(CUTS THRU WALL
SOUTH OF COL 1.8/S- DO NOT TIE COLTO 12" CMU) (SEE
19/A-2.42)
W18
X40
(30)
W18
X40
(30)
W18
X40
(30)
W18
X40
(30)
W24
X62
(60)
W16X26 (15)
.
L.2L.3L.8
8"
5.5
W21
X44
(60)
W14
X22
W24
X55
W24
X55
(60)
W21
X55
(30)
W21
X55
(30)
W18
X40
(40)
W21
X50
(30)
W21
X50
(30)
F5 / C2
W18
X46
(60)
W24
X55
(31)
8.1
2' - 8 7/8"
4' - 9"
11'-4
"
(SIM)
SEE 4/S-3.23 (SIMFOR FTG @ FND WALL)
SEE 4/S-3.23 FOR FTGCONN @ FND WALL
T/FTG=14'-0"
T/FTG=12'-8"
SEE 3/S-3.23 FOR FTGCONN @ FND WALL
SEE LEVEL 100PLANS FOR LOWERCOURTYARD INFO
BELOW(TYP)
(TYP @ 3WALK THRU
LOC'NS
OPEN COURTYARD(SEE ARCH & CIVIL FOR GRADING
& SEATING INFO)
(TYP @WINDOWS)
SEE 9/S-3.32 FOR STEELBM BRG ON CONC WALL (TYP)
(TYP @DRWYS)
W12X19
HSS8X8X3/8
1"
1"
8
S-3.31
8
S-3.31
5
S-3.22
1
S-3.22
3
S-3.22
9
S-3.31
9
S-3.31
9
S-3.31
9
S-3.31
1
S-3.32
1
S-3.32
1
S-3.32
1
S-3.32
2
S-3.32
5
S-3.32
10
S-3.31
7
S-3.32
12
S-3.32
11
S-3.32
12
S-3.32
5
S-3.23
8
S-3.32
7
S-3.32
12' - 8"
12' - 8"
11' - 4"
11'-4
"
12'-0"
1" EXP JNT12'-0"
4" CONCRETE SLAB-ON-GRADEREINFORCED W/ WWR6x6-W2.1XW2.1
@ 1-1/2" BELOW T/SLAB OVER 4"CRUSHED STONE BASE (SEE ARCH FOR
VAPOR RETARDER LOCATIONS).
T/SLAB = SEE CIVILREF T/SLAB = SLOPE TO DRAINS
(SEE ARCH)
10' - 8 1/4"
3
S-1.11
3
S-1.11
4
S-1.12
6
S-1.12
/BP-2
/BP-112' - 8"
/BP-1
/BP-6
BP-6/
/BP-6
/BP-8
14' -
7 5
/8"
SEE 10/S-3.32 FORSTEEL BM BRG ONCONC WALL (TYP)
24k24k 32k32k 23k23k 35k35k 23k23k 29k29k
29k
29k
28k
28k
28k
28k
28k
28k
30k
80k
33k
33k
33k
33k
34k
34k
34k
34k
26k26k26k26k
55k55k
34k35k
21k21k53k47k81k
58k
21k27k48k51k25k27k
30k
32k
35k
33k
33k
66k
25k
25k
24k
24k
24k
24k
23k47k54k
48k59k47k43k
41k42k
35k25k25k29k30k30k21k21k
27k31k41k36k32k30k23k26k
29k32k37k31k30k32k
24k
24k
28k
28k
26k
29k
22k
24k
24k
24k
24k
23k
23k
23k
23k
21k
22k
29k
29k
86k
23k
24k
22k
22k
22k
22k
55k78k
CJ (TYP)
CJ
(TYP
)SEENOTE 5
8" CMU REINF W/ (2)-#6 @ 24" OC(TYP @ INNER STAIR WALL)
8
S-3.33
(BELOW)
7
S-3.33
(BELOW)(BELOW)
(SIM) (SIM) (SIM)
7
S-3.33
(BELOW)
(SIM)
8
S-3.33
8" CMU REINF W/ #5 @ 40"OC (TYP @ ALL INT SW& OUTER STAIR WALLS)
7
S-3.337
S-3.33
CJ (TYP)
CJ
(TYP
)
SEE NOTE 5
7
S-3.337
S-3.33
W21
X50
(30)
W18X35 (30)
7
S-3.33
3
S-3.33
W21X50 (30)W21X50 (30)
W18X35 (30) W21x44 (30) W18X35 (30) W21x44 (30) W18X35 (30)
(12)
W18X35 (30)W21x44 (30)W18X35 (30)W21x44 (30)W18X35 (30)W21x44 (30)W18X35 (30)
5
S-1.12T/FTG= 8' - 8"
9
S-3.31(SIM)(TYP @
SW)
5
S-3.31(TYP @GIRDERS)
9
S-3.31(SIM)
(TYP @SW)
5
S-3.31(TYP @GIRDERS)
9
S-3.31
(SIM)
(TYP @SW)
(SIM)
5
S-3.31(TYP @GIRDERS)
5
S-3.31(TYP @
GIRDERS)
(TYP @SW)
P/OFFSET PIER SO THATNORTH FACE OF PIERALIGNS W/ EXT FACEOF CONC WALL
5
(SIM)
5
1. F#: DENOTES FOOTING MARK (SEE SCHEDULE ON S-3.11).
NOTES:
2.
3. C#: DENOTES STRUCTURAL COLUMN MARK (SEE SCHEDULE ON S-3.11).
4. BP-#: DENOTES BASE PLATE MARK (SEE 6/S-3.11).
5.
6. SEE DETAILS 1/S-3.21 AND 2/S-3.21 FOR STANDARD DETAILS OF TRENCHES ADJACENT TOFOOTINGS AND PIPING PASSING UNDER WALL FOOTINGS. PIPING PASSING UNDER FOOTING MUSTBE PLACED AND INSPECTED BEFORE FOOTINGS ARE PREPARED.
7. GC SHALL COORDINATE PLUMBING AND UTILITIES LOCATIONS WITH FOUNDATION AS NEEDED.ADDITIONALLY GC SHALL COORDINATE FOUNDATION ELEVATIONS WITH PLUMBING AND UTILITIESAS NEEDED. FORWARD ANY FOUNDATION LOCATION CHANGE REQUESTS TO STRUCTURALENGINEER OF RECORD FOR REVIEW AND APPROVAL.
8. DENOTES STEP IN FOUNDATION (SEE 5/S-3.21).
DENOTES 3 1/2" LIGHT WEIGHT CONCRETE ON 2"-20 GAUGE COMPOSITE METAL DECK (TOTAL THICKNESS = 5 1/2") W/ WWR 6x6-W2.1xW2.1 IN FLAT SHEETS ATMID-DEPTH OF SLAB. T/SLAB = (+) 14'-8"MINIMUM DECK PROPERTIES:
Ip = 0.404 IN^4/FTIn = 0.406 IN^4/FTSp = 0.341 IN^3/FTSn = 0.346 IN^3/FT
10. 1
11. T/STEEL = (+) 14'-2 1/2" (UNLESS NOTED OTHERWISE)
12. (#) DENOTES QUANTITY OF 3/4" DIA x 4" LG HCA WELDED TO TOP FLANGE OF STEEL BEAM.
13. c = x" DENOTES THE AMOUNT OF CAMBER ON THE BEAM OR GIRDER.
14. FOR TYPICAL COMPOSITE FLOOR BEAM SEE DETAIL 4/S-3.31.
15. FOR TYPICAL COMPOSITE FLOOR GIRDER SEE DETAIL 5/S-3.31.
16. GC SHALL VERIFY ALL OPENING DIMENSIONS WITH MECHANICAL.
17. "xx kip" AT END OF BEAMS DENOTE MINIMUM UNFACTORED (ASD) REACTIONS FOR CONNECTION DESIGN. IFREACTION IS NOT SHOWN, DESIGN FOR 20 K.
18. FOR SLAB REINFORCING AT FLOOR OPENINGS SEE 3/S-3.31.
9. DENOTES CMU SHEAR WALL (SEE S-4.11).SW-#
CJ: DENOTES SLAB-ON-GRADE CONTROL JOINT (SEE 3/S-3.21). GC TO INSTALL CONTROL JOINT FROMALL COLUMN BOX-OUT CORNERS & SLAB CONRERS (INCLUDING DEPRESSED SLAB CORNERS & INTCONRNERS OF WALLS DOWN TO FTG). FOLLOW GUIDELINES PROVIDED UNDER "SLAB ON GRADE" ONS-0.01 FOR SPACING. WHERE CJ'S TERMINATE @ INTERSECTION OF PERPENDICULAR CJ @ INT OFSLAB, INSTALL (2) - #4 x 4'-0" LG @ MID-DEPTH OF SLAB (NOT REQD WHERE CJ'S TERMINATE @ WALLSDOWN TO FTG) (TYP).
19. FOR BRACING OF TOP OF INT CMU PARTITION WALLS (NON-SHEAR WALLS), SEE DETAILS9/S-3.31 (SIM), 2/S-3.42 & 3/S-3.42.
P: DENOTES CONCRETE PIER MARK (SEE 2/S-3.11). LOCATE PIERS @ ALL FTGS BELOW (-) 2'-8".CENTER PIER UNDER COL (TYP - UNO).
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ARCHITECTS, INC.CHAPMAN GRIFFIN LANIER SUSSENBACH
R E L E A S E D
WRITTEN PERMISSION.
F O R C O N S T R U C T I O N
OR REPRODUCED WITHOUT THEIRARCHITECTS, INC. AND MAY NOT BE USEDCHAPMAN GRIFFIN LANIER SUSSENBACHARE 30" X 42", IS THE PROPERTY OF
THIS DRAWING, THE DIMENSIONS OF WHICH
NO.DATE DESCRIPTION
CH
APM
ANG
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FIN
LAN
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SU
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BAC
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HIT
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1
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PES PROJECT NUMBER: 0213124
KEY PLAN
S-2.22
December 4, 2013
ABSNLH
LEVEL 200 PARTIALFOUNDATION &
FLOOR FRAMINGPLAN
SCALE: 1/8" = 1'-0" S-2.22
LEVEL 200 PARTIALFOUNDATION & FLOORFRAMING PLAN 1
9/12/2013 DESIGN DEVELOPMENTREVIEW
10/25/2013 30% CD REVIEW12/04/2013 80% CD REVIEW & GDOE
CHECK-SET
1/21/2014 100% CDS\PERMIT SET\GDOE FINAL SUBMITTAL
3/11/2014 ISSUED FOR BIDS4/14/2014 1 ADDENDUM #24/25/2014 5 ADDENDUM #5
21/42
30/42 30/42 30/42 30/42
S
S
S
SS
S
SS
S
S
S
S
S
1
16
7
8
5
3
10
R Q N MST P.5 P
13
11
T.3UU.2Y X.5 V U.5 T.6T.7U.1U.7WX.7 T.2T.5
2.1
U.4
2
X
4
6.1
9
12
X.3Z
15
14
W.8
6
U.6
1' - 9 1/4"
6"2' - 0"
2' - 0"2' - 0"
2' - 2"
8' - 8"17' - 6"6' - 10"
7"
6' - 1"3' - 10"
2' - 2"
16' - 2"
2"
1' - 8"8' - 8"
8"
3' - 8"4' - 4"11' - 3"
6"
14' - 10"7' - 9"3' - 3"3' - 1"
3' - 7"
2' - 8"12' - 1"6' - 0"4' - 0"
16' -
8"
2"13
' - 6
"5'
- 6"
4' -
10"
2' -
0"11
' - 0
"4"
4"16
' - 8
"10
"
8"
2"10
' - 1
0"3'
- 8"
10' -
4"
1' -
0"5'
- 10
"8'
- 6"
1' -
11"
5' -
0"3'
- 5"
/1 S-2.22
F5A/ C3
F4 / C2
C2 UP
1
STAIROPNG
/1 S-2.24
4" CONCRETE SLAB-ON-GRADEREINFORCED W/ WWR6x6-W2.1xW2.1 @
1-1/2" BELOW T/SLAB OVER 4"CRUSHED STONE BASE (SEE ARCH
FOR VAPOR RETARDER LOCATIONS).
T/SLAB = SEE CIVILREF T/SLAB = 14'-8"
12" CMU REINF. W/ (2)-#6 @ 16" O.C.(ONE EA FACE) (TYP @ GYM PERIMETER)
8" CMU REINF W/ #5 @40" OC (TYP @ ALL EXTWALLS & INT SW'S)
F5F5F5F6F6
F4 F4
F5
F5F5
F5
F5
F4
F6AF6A
F7A
F5A F5A
F5F5 / C6/ C6
/C11/C11/C11/C11
/C11
/ C2
/ C7
/ C2
/ C2 / C2
/ C2
/ C3/ C3
/ C8 / C9/ C2 / C8 / C8
9.5
U.9 M.5
5.8
COL DN
(TYP @
CMUPARTITIONS)
8.2
5.3
C2 UP
2 EQ
SPA
2 EQ
SPA
2 EQ
SPA
4 EQ
SPA
W10
X17
(9)
2 EQ
SPA
C2 UP
W10X17 (9) W16X31 (20)
W18X35 (25)
W14X22 (30)
W12
X14
(10)
W14X22HSS
8X8X
3/8
SW-3
SW-3
SW-3
SW-2SW-2
SW-2
SW-2
SW-2
SW-2SW-1
SW-1
SW-1
SW-1
SW-1
SW-1
T/FTG
T/FTGT/FTG
T/FTG
SEE NOTE 19
/C11F5A
W.5
.
T/FTG=
(TYP @
DEPRESSEDSLAB)
(TYP @
DEPRESSEDSLAB)
(TYP @
DEPRESSEDSLAB)
8"
5.5
W21
X44
(60)
F5 / C2
W24
X55
(31)
8.1
W/ EQUIP MANUF
6' - 8" VERIFY
W/ E
QU
IP M
AN
UF
8' -
7" V
ERIF
Y
F3 (TYP)
COOLING TOWER FND &FRMG (SEE ARCH &
MECH FOR EXACT LOCN)
12" DIA CONCPIER (TYP)
(TYP)
11'-4
"
(SIM)
SEE 4/S-3.23 (SIMFOR FTG @ FND WALL)
SEE 4/S-3.23 FOR FTGCONN @ FND WALL
T/FTG=14'-0"
T/FTG=12'-8"
SEE 3/S-3.23 FOR FTGCONN @ FND WALL
(TYP @WINDOWS)
SEE 9/S-3.32 FOR STEELBEAM BRG ON CONC WALL
(TYP)
(TYP @ DRWYSIN 12" CMU)
(TYP @DRWYS)
(SIM - TYP @DRWYS)
(TYP @DRWYS)
HSS4X4X3/8 POST @GATES (TYP 4 LOC'NS)
(SEE ARCH)
(TYP)
(TYP 3SIDES)
HSS4X4X/8 POSTS@ GATE (SEE ARCH)
(TYP)
W12X19
HSS8X8X3/8
1"
1"
1
S-3.22
13
S-3.21
4
S-3.22
1
S-3.11
1
S-3.22
2
S-3.22
5
S-3.22
5
S-3.22
5
S-3.22
1
S-3.22
3
S-3.22
5
S-3.32
4
S-3.21
7
S-3.22
10
S-3.31
13
S-3.21
13
S-3.21
5
S-3.23
8
S-3.32
7
S-3.32
14
S-3.21
5
S-3.23
5
S-3.23
12' - 8"
12' - 8"
11' - 4"
12' - 8" 12' - 8"
12' - 8"
12' - 8" 12' - 8" 12' - 8"
12' - 8"
14' - 0"12' - 0"
14' - 0"14' - 0"12' - 8"14' - 0"
14' - 0"
12' - 8"
12' - 8"
12' - 8"
14' - 0"
12' - 8"
12' - 0"
12' - 8"
13' - 4"12' - 0"
12' - 0"
(TYP)
HSS4X4X3/8 POST @GATES (TYP 9 LOC'NS)(SEE ARCH)
12'-0"
1" EXP JNT12'-0"
14' - 0"
8” CMU REINF W/ #6 @24” OC (TYP @ WALLSTO DECK W/IN GYM)
T/FTG = 12’-0”
3
S-1.12
SEE 1/S-1.12 FOR TYP.CONC. PILASTER SIZE
& REINF. (SEE ARCH)
2
S-1.12
2
S-1.12
S-1.121
3
S-1.12
2
S-1.12
S-1.121
/BP-2
/BP-112' - 8"
/BP-1
BP-6/
/BP-6
/BP-8
/BP-2/BP-2/BP-2
/BP-1 /BP-1
/BP-2
/BP-2
/BP-2
/BP-2
/BP-3
/BP-1
/BP-4/BP-4
/BP-4/BP-1 /BP-1
/BP-4/BP-4/BP-4
11'-4"
12'-8"
12'-0"12'-8"
11' - 4"T/FTG=
14'-0
"12
'-0"
14'-0
"12
'-0"
14'-0"12'-0"
SEE 10/S-3.32 FORSTEEL BM BRG ONCONC WALL (TYP)
24k
23k26k
32k
28k
28k
26k
29k
CJ (TYP)
CJ
(TYP
)SEENOTE 5
8
S-3.332" EXP JNT @ F/GYM VENEER TOINSIDE F/CMU @ CORRIDOR
(CUTS THRU WALL SOUTH OF COL1.8/S - DO NOT TIE COL TO 12"
CMU) (SEE 19/A-2.42)
10" CMU REINF W/ #5 @ 40" OC(BETWEEN GRIDS 1 & 1.8)
CJ (TYP)
CJ
(TYP
)SEENOTE 5
4
S-3.22
(SIM - TYP@ 8" CMUWALLS TODECK W/INGYM)
12' - 8"
T/FTG
(TYP)
SLOPE SLAB TO DRAIN(TYP @ FLR DRAINS)
(SEE ARCH)
(TYP @
CMU SW)
4
S-3.22
4
S-3.22
1
S-3.22
W.1
8" CMU REINFW/ (2)-#6 @ 24"
OC (TYP @CAFTERIA EXT
WALLS)
12' - 8"T/FTG =
SW-2..
/BP-4 /BP-4
11'-4"12'-0"
9
S-3.31(SIM)
12' - 8"
P/OFFSET PIER SO THATNORTH FACE OF PIERALIGNS W/ EXT FACEOF CONC WALL
W8X21
W8X
21
W8X
21
W8X21
(SIM)
5
SEE NOTE 19
1. F#: DENOTES FOOTING MARK (SEE SCHEDULE ON S-3.11).
NOTES:
2.
3. C#: DENOTES STRUCTURAL COLUMN MARK (SEE SCHEDULE ON S-3.11).
4. BP-#: DENOTES BASE PLATE MARK (SEE 6/S-3.11).
5.
6. SEE DETAILS 1/S-3.21 AND 2/S-3.21 FOR STANDARD DETAILS OF TRENCHES ADJACENT TOFOOTINGS AND PIPING PASSING UNDER WALL FOOTINGS. PIPING PASSING UNDER FOOTING MUSTBE PLACED AND INSPECTED BEFORE FOOTINGS ARE PREPARED.
7. GC SHALL COORDINATE PLUMBING AND UTILITIES LOCATIONS WITH FOUNDATION AS NEEDED.ADDITIONALLY GC SHALL COORDINATE FOUNDATION ELEVATIONS WITH PLUMBING AND UTILITIESAS NEEDED. FORWARD ANY FOUNDATION LOCATION CHANGE REQUESTS TO STRUCTURALENGINEER OF RECORD FOR REVIEW AND APPROVAL.
8. DENOTES STEP IN FOUNDATION (SEE 5/S-3.21).
DENOTES 3 1/2" LIGHT WEIGHT CONCRETE ON 2"-20 GAUGE COMPOSITE METAL DECK (TOTAL THICKNESS = 5 1/2") W/ WWR 6x6-W2.1xW2.1 IN FLAT SHEETS ATMID-DEPTH OF SLAB. T/SLAB = (+) 14'-8"MINIMUM DECK PROPERTIES:
Ip = 0.404 IN^4/FTIn = 0.406 IN^4/FTSp = 0.341 IN^3/FTSn = 0.346 IN^3/FT
10. 1
11. T/STEEL = (+) 14'-2 1/2" (UNLESS NOTED OTHERWISE)
12. (#) DENOTES QUANTITY OF 3/4" DIA x 4" LG HCA WELDED TO TOP FLANGE OF STEEL BEAM.
13. c = x" DENOTES THE AMOUNT OF CAMBER ON THE BEAM OR GIRDER.
14. FOR TYPICAL COMPOSITE FLOOR BEAM SEE DETAIL 4/S-3.31.
15. FOR TYPICAL COMPOSITE FLOOR GIRDER SEE DETAIL 5/S-3.31.
16. GC SHALL VERIFY ALL OPENING DIMENSIONS WITH MECHANICAL.
17. "xx kip" AT END OF BEAMS DENOTE MINIMUM UNFACTORED (ASD) REACTIONS FOR CONNECTIONDESIGN. IF REACTION IS NOT SHOWN, DESIGN FOR 20 K.
18. FOR SLAB REINFORCING AT FLOOR OPENINGS SEE 3/S-3.31.
19.
9. DENOTES CMU SHEAR WALL (SEE S-4.11).SW-#
HATCHED AREAS DENOTE DEPRESSED SLABS. SEE 4/S-3.21, 13/S-3.21 & ARCH.
CJ: DENOTES SLAB-ON-GRADE CONTROL JOINT (SEE 3/S-3.21). GC TO INSTALL CONTROL JOINT FROMALL COLUMN BOX-OUT CORNERS & SLAB CONRERS (INCLUDING DEPRESSED SLAB CORNERS & INTCONRNERS OF WALLS DOWN TO FTG). FOLLOW GUIDELINES PROVIDED UNDER "SLAB ON GRADE" ONS-0.01 FOR SPACING. WHERE CJ'S TERMINATE @ INTERSECTION OF PERPENDICULAR CJ @ INT OFSLAB, INSTALL (2) - #4 x 4'-0" LG @ MID-DEPTH OF SLAB (NOT REQD WHERE CJ'S TERMINATE @ WALLSDOWN TO FTG) (TYP).
20. FOR BRACING OF TOP OF INT CMU PARTITION WALLS (NON-SHEAR WALLS), SEE DETAILS9/S-3.31 (SIM), 2/S-3.42 & 3/S-3.42.
P: DENOTES CONCRETE PIER MARK (SEE 2/S-3.11). LOCATE PIERS @ ALL FTGS BELOW (-) 2'-8".CENTER PIER UNDER COL (TYP - UNO).
21. HSS3x3x1/4 COLUMNS BRG ON FTG (BP-1) TO SUPPORT OVERHEAD GRILLE (GC TO COORD LOC'NOF COLS W/ GRILLE SHOP DWGS).
PRO
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t15
30 J
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LAN
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12022.5
CHECKED BY:
DRAWN BY:
P R O J E C T N O .
C O N S U L T A N T
S E A L
S H E E T T I T L E
D A T E
S H E E T N O .
P l
a n
n i n
gF
a c
i l i
t a t
i o n
D
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n
A r
c h
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c t
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2 5
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C
u m
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r l a
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P
k w
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u i t e
3 5
0 A
t l a
n t a
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0 3
3 9
P
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: 4
0 4
. 7
3 3
. 5
4 9
3 F
a x
: 4
0 4
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C 2014
ARCHITECTS, INC.CHAPMAN GRIFFIN LANIER SUSSENBACH
R E L E A S E D
WRITTEN PERMISSION.
F O R C O N S T R U C T I O N
OR REPRODUCED WITHOUT THEIRARCHITECTS, INC. AND MAY NOT BE USEDCHAPMAN GRIFFIN LANIER SUSSENBACHARE 30" X 42", IS THE PROPERTY OF
THIS DRAWING, THE DIMENSIONS OF WHICH
NO.DATE DESCRIPTION
CH
APM
ANG
RIF
FIN
LAN
IER
SU
SSEN
BAC
HA
RC
HIT
ECTS
1
A
2 3 4 5 6 7 8 9
B
C
D
E
F
G
PES PROJECT NUMBER: 0213124
KEY PLAN
S-2.23
December 4, 2013
ABSNLH
LEVEL 200 PARTIALFOUNDATION &
FLOOR FRAMINGPLAN
SCALE: 1/8" = 1'-0" S-2.23
LEVEL 200 PARTIALFOUNDATION & FLOORFRAMING PLAN 1
9/12/2013 DESIGN DEVELOPMENTREVIEW
10/25/2013 30% CD REVIEW12/04/2013 80% CD REVIEW & GDOE
CHECK-SET
1/21/2014 100% CDS\PERMIT SET\GDOE FINAL SUBMITTAL
3/11/2014 ISSUED FOR BIDS4/14/2014 1 ADDENDUM #24/25/2014 5 ADDENDUM #5
SPSP SP SPSP
SPSPSPSPSP
A
1
BCD
16
7
8
5
3
A.6
10
A.8C.4E D.7E.5E.7FF.2F.9HJJ.7L.4R L.6Q G.7 G.3 F.5F.7H.2H.7J.3K E.2G F.4J.6LN MS P.5 P
13
11
2.1
2
4
6.1
9
12
15
17
14
6
A.5
15' -
5"
1' -
3"2"
13' -
6"
5' -
6"4'
- 10
"2'
- 0"
7' -
7"3'
- 5"
4"4"
16' -
8"
10"
8" 2"10
' - 1
0"3'
- 8"
10' -
4"
1' -
0"
5' -
10"
8' -
6"
1' -
11"
5' -
0"3'
- 5"
5' -
3"
20' - 4"1' - 0"
3' - 0"
1' - 6"
4' - 7"9' - 4"2' - 11"5' - 0"
2' - 1"
16' - 5"4' - 0"18' - 5"3' - 7"
6"
1"
4' - 9"6' - 8"8' - 7"3' - 9"3' - 7"
9"
2' - 3"5' - 0"2' - 9"3' - 4"
3' - 4"
3' - 4"5' - 10"
4' - 2"8"
9' - 4"3' - 2"3' - 2"3' - 8"10' - 0"
1' - 2"
2' - 6"8' - 4"1' - 9 3/4"
1' - 4 1/2"11 1/4"
4' - 6 1/2"4' - 8"6' - 7 1/2"11 1/4"
1' - 9 1/4"6"2' - 0"
2' - 0"2' - 0"
2' - 2"8' - 8"
F.1
/1 S-2.31
/1 S-2.33
W18
X35
(30)
2
2
W18X35 (30)
STAIROPNG
3
3
3
10K1
10K1
3
3
22KC
S3
E.1
9.5
M.5
5.8
W18
X40
(50)
W21
X44
(44)
W18X35 (20)
W10X17 (10)
W12
X19
(9)
W10
X17
(9)
W18
X35
(30)
W14X22
W14X22
29' - 3 1/2"
28' - 5 1/2"
28' -
11
5/8"
28' -
11"
28' -
10
3/8"
8.2
A.7C.3 C.1
5.3
C.8D.9J.8 J.1
1.8
4 EQ SPA3 EQ SPA3 EQ SPA
3 EQ SPA2 EQ SPA2 EQ SPA4 EQ SPA
8' -
7"
3 EQ SPA
OPEN
3 EQ
SPA
2 EQ
SPA
3' -
2"
15' -
10"
4 EQ
SPA
4 EQ
SPA
4 EQ
SPA
4 EQ
SPA
4 EQ
SPA
4 EQ
SPA
4 EQ
SPA
4 EQ
SPA
5 EQ
SPA
3 EQ
SPA
2" EXPJOINT
(TYP
)8"
8"3 EQ SPA3 EQ SPA3 EQ SPA2 EQ SPA4 EQ SPA4 EQ SPA3 EQ SPA4 EQ SPA3 EQ SPA
(TYP
)8"
W10
X17
W16
X26
W21
X44
W10
X17
W10
X17
W10
X17
W14
X22
W21
X44
8"3 EQ SPA3 EQ SPA3 EQ SPA3 EQ SPA3 EQ SPA3 EQ SPA4 EQ SPA3 EQ SPA
8"3 EQ SPA3 EQ SPA3 EQ SPA3 EQ SPA3 EQ SPA3 EQ SPA4 EQ SPA3 EQ SPA4 EQ SPA
W21
X44
W21
X44
W21
X44
W21
X44
W12
X14
W12X14
W10X17 W12X16
W16X26
W16X26 W16X26
W16X26 W16X26
W16X26 W18X40
W16X26 W18X40
W18X40 W16X26 W18X35
W16X26W18X35
W12X19W14X22W12X14W12X14W14X22W14X22
W14X22 W12X14 W14X22 W12X14 W14X22 W12X14 W12X14 W12X19
8"
2" EJ
2" EJ @ WEST SIDEOF GYM WALLBTWN '1.8' & '8.2'(SEE 9/S-3.42)
W16
X26
W16
X26
W10
X17
W14
X48
W12X14
W12
X14
W12X19
W18
X46
(46)
W18
X46
(46)
W14
X22
W16X31
W24
X62
(60)
W24
X55
(60)
W16X26 (21)
W18X40 (34)W16X26 (12)W21X50 (55)
W12
X14
(10)
W21X44 (36)W18X35 (22)
W24
X55
(39)
SW-4
SW-4SW-4
SW-4
SW5
SW-4SW-4
SW-4
SW-4
SW5
SW-4
SW-3
SW-3SW-3
SW-3
SW-3
SW-3
SW-3
SW-3
SW-3 SW-3SW-3
SW-3
SW-3
SW-3
SW-3
SW-3
SW-3
SW-4
SW-2
W12X19 (9)
1' - 6" (TYP)
3
W18
X40
(30)
W18
X40
(30)
W18
X40
(30)
W18
X40
(30)
W14X22W12X14
W12
X19
HSS
16X8
X1/2
25' -
4 3
/8"
..
SW-3
W24
X55
W18
X35
(24)
L.2L.3L.8
5.5
HSS
18X6
X1/2
(SLO
PES)
(TYP)1' - 6"
24K424K424K4
(SLO
PES)
(SLO
PES)
(SLO
PES)
(SLO
PES)
(SLO
PES)
(SLO
PES)
(SLO
PES)
(SLO
PES)
(SLO
PES)
10K1
10K1
10K110
K110K1
(SLO
PES)
(SLO
PES)
24K424K424K424K4
(SLO
PES)
(SLO
PES)
(SLO
PES)
(SLO
PES)
10K1
10K1
(SLOPES)
(SLOPES)
(SLOPES)
W24
X55
(32)
W24
X55
(36)
W21X50 (60)
8.1
28' - 5 1/2"28' - 5 1/2"28' - 5 1/2"28' - 5 1/2"28' - 5 1/2"28' - 5 1/2"28' - 5 1/2"28' - 5 1/2"
29' - 3 1/2" 29' - 3 1/2" 29' - 3 1/2" 29' - 3 1/2" 29' - 3 1/2" 29' - 3 1/2"
29' - 0 7/8"29' - 0 7/8"29' - 0 7/8"29' - 0 7/8"29' - 0 7/8"29' - 0 7/8"29' - 0 7/8"
28' - 8"
W10X17
29' - 3 1/2"
28' - 5 3/8"28' - 5 1/2" 28' - 5 1/2" 28' - 5 1/2" 28' - 5 1/2"
28' - 5 1/2"28' - 5 1/2"
28' - 5 1/2" 28' - 5 1/2"
2
2
2
(TYP)
(TYP)
(TYP)
(TYP)
(TYP)(TYP)
3
3
S-3.32
3
S-3.32
9
S-3.31
9
S-3.31
3
S-3.32
4
S-3.32
9
S-3.31
7
S-3.42
7
S-3.42
7
S-3.42
7
S-3.42
9
S-3.42
3
S-3.43
18
S-3.41
2
S-3.33
1
S-3.33
6
S-3.48
10K1
10K1 10K1
5
S-3.42(TYP @SW)
4
S-3.42(TYP @SW)
1
S-3.41(TYP @ DECKDIR CHANGE
5
S-3.42(SIM-TYP @SW
29' -
4"
30k30k 31k30k 36k36k
29k
29k
37k
37k
35k
35k
36k
36k
20k
36k
36k
37k
47k
33k
33k
33k
33k
34k
34k
34k
34k
26k26k26k26k
34k35k
21k21k30k26k
26k32k45k40k
29k
30k
34k
41k
41k
25k
30k
30k
21k
38k
41k
43k
7
S-3.337
S-3.33
7
S-3.33(BELOW)
(SIM)
8" CMU REINF W/#5 @ 40" OC (TYP@ ALL EXT WALL& ALL INT SW)
8
S-3.31(TYP 2
SIDES)
8" CMU REINF W/#5 @ 40" OC (TYP@ ALL INT SW &OUTER STAIRWALLS)
7
S-3.33
(SIM)
(BELOW)
SEE NOTE 19 (TYP)
SW-2
4
S-3.33
W21X50 (30)W21X50 (30)
CB CB
V =
20K
M =
52
K-FT
V =
20K
M =
52
K-FT
V =
20K
M =
57
K-FT
V =
20K
M =
57
K-FT
V =
20K
M =
36
K-FT
V =
20K
M =
36
K-FT
V =
20K
M =
57
K-FT
V =
20K
M =
57
K-FT
9
S-3.31
(SIM)
9
S-3.31
(SIM)
(TYP @
SW)
(TYP @
SW)
SEE 7/S-3.41 FORTYP OFFSET BM TO
COL CONN (TYP)
SEE 7/S-3.41 FORTYP OFFSET BM TOCOL CONN (TYP)
5
NOTES:
DENOTES 3 1/2" LIGHT WEIGHT CONCRETE ON 2"-20 GAUGE COMPOSITE METAL DECK (TOTAL THICKNESS = 5 1/2") W/ WWR 6x6-W2.1xW2.1 IN FLAT SHEETS ATMID-DEPTH OF SLAB. T/SLAB = (+) 29'-4"MINIMUM DECK PROPERTIES:
Ip = 0.404 IN^4/FTIn = 0.406 IN^4/FTSp = 0.341 IN^3/FTSn = 0.346 IN^3/FT
1. 2
2. T/STEEL = (+) 28'-10 1/2" @ ELEVATED FLOOR (UNLESS NOTED OTHERWISE)
(#) DENOTES QUANTITY OF 3/4" DIA x 4" LG HCA WELDED TO TOP FLANGE OF STEEL BEAM.3.
c = x" DENOTES THE AMOUNT OF CAMBER ON THE BEAM OR GIRDER.4.
FOR TYPICAL COMPOSITE FLOOR BEAM SEE DETAIL 4/S-3.31.
6. FOR TYPICAL COMPOSITE FLOOR GIRDER SEE DETAIL 5/S-3.31.
10.
GC SHALL VERIFY ALL OPENING DIMENSIONS WITH MECHANICAL.7.
"xx kip" AT END OF BEAMS DENOTE MINIMUM UNFACTORED (ASD) REACTIONS FOR CONNECTION DESIGN. IFREACTION IS NOT SHOWN, DESIGN FOR 20 K.
8.
FOR SLAB REINFORCING AT FLOOR OPENINGS SEE 3/S-3.319.
3 DENOTES 22 GAUGE 1 1/2" B WIDE RIB METAL ROOF DECKMINIMUM DECK PROPERTIES:
Ip = 0.155 IN^4/FTIn = 0.183 IN^4/FTSp = 0.186 IN^3/FTSn = 0.192 IN^3/FT
12.
PROVIDE STANDARD HORIZONTAL BRIDGING PER SJI.
SEE "WATER PIPING SUPPORT SCHEDULE" ON SHEET S-0.02 FOR ALL PIPINGSUPPORTED FROM ROOF STRUCTURE. NOTIFY EOR IF PIPING WEIGHT IS INEXCESS OF THOSE NOTED IN SCHEDULE.
13.
14.
15. DENOTES STEEL BRACE - SEE DETAILS & ELEVATIONS ON S-4.12.
5.11. DENOTES CMU SHEAR WALL (SEE S-4.11).
SW-#
DENOTES MOMENT CONNECTION. SEE DETAILS 10 & 11/S-3.41 FOR REFERENCE ONLY.STEEL DETAILER TO DESIGN CONNECTIONS FOR FORCES INDICATED ON PLAN AND INELEVATIONS. WHERE FORCES ARE NOT SHOWN, DESIGN FOR:MOMENT: 20 K-FTSHEAR: 20 K
16. HATCHED AREA DENOTES DEPRESSED SLAB. SEE ARCH.
#'-#" INDICATES TOP OF STEEL ELEVATION (TYP UNO).17.
18. 5 DENOTES 18 GAUGE 2" VERSA-DEK ACOUSTICAL METAL ROOFDECKMINIMUM DECK PROPERTIES:
I = 0.620 IN^4/FTSp = 0.474 IN^3/FTSn = 0.480 IN^3/FT
20. FOR BRACING OF TOP OF INT CMU PARTITION WALLS (NON-SHEAR WALLS), SEE DETAILS9/S-3.31 (SIM), 2/S-3.42 & 3/S-3.42.
19. WHERE INTERIOR ROOF BEAM EXTENDS OVER COL TO EXTERIOR CONDITION, INTERRUPTING8" CMU WALL, PROVIDE 3/8" x 8" CONT PL ON TOP OF BEAM FOR LENGTH OF EXTERIORWALL. FOR 8" CMU WALL BRG WELD WALL VERT REINF (#5 @ 40" OC) TO T/PLATE W/ 3/16"FILLET WELD ALL AROUND.
21. SEE ARCH FOR PRE-ENG CANOPIES @ EXT WALLS. LOCATE REINF & FULLY GROUTEDCELL @ EA CANOPY CONN TO CMU (TYP).
22. "CB" DENOTES 4'-0" LG (MIN) COL BRACE: L4x4x3/8 @ JOIST SPA GREATER THAN 6'-0" OR LESS;L5x5x3/8 @ JOIST SPA GREATER THAN 6'-0". WELD BRACE TO COL CAP PL & TOP CHORD OFJOIST OR TOP FLANGE OF BEAM W/ 3/16" FILLET WELD x 2" LG. USE (2) ANGLES @ T-SHAPEDAREAS. WELD DECK TO EA ANGLE W/ 3/4" DIA PUDDLE WELDS @ 6" OC.
23. "BB" DENOTES BEAM BOTTOM FLANGE BRACE (SEE 1/S-3.42). SPACE EQUALLY ALONG BEAMBTWN COLS UNO.
PRO
JEC
T N
OR
TH
Peac
hcre
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enta
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Rep
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t15
30 J
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LAN
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FOR
DEK
ALB
CO
UN
TY S
CH
OO
L D
ISTR
ICT,
DEK
ALB
CO
UN
TY
12022.5
CHECKED BY:
DRAWN BY:
P R O J E C T N O .
C O N S U L T A N T
S E A L
S H E E T T I T L E
D A T E
S H E E T N O .
P l
a n
n i n
gF
a c
i l i
t a t
i o n
D
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i g
n
A r
c h
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c t
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2 5
0 0
C
u m
b e
r l a
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P
k w
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3 5
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t l a
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3
0 3
3 9
P
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: 4
0 4
. 7
3 3
. 5
4 9
3 F
a x
: 4
0 4
. 7
3 3
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8 0
4
C 2014
ARCHITECTS, INC.CHAPMAN GRIFFIN LANIER SUSSENBACH
R E L E A S E D
WRITTEN PERMISSION.
F O R C O N S T R U C T I O N
OR REPRODUCED WITHOUT THEIRARCHITECTS, INC. AND MAY NOT BE USEDCHAPMAN GRIFFIN LANIER SUSSENBACHARE 30" X 42", IS THE PROPERTY OF
THIS DRAWING, THE DIMENSIONS OF WHICH
NO.DATE DESCRIPTION
CH
APM
ANG
RIF
FIN
LAN
IER
SU
SSEN
BAC
HA
RC
HIT
ECTS
1
A
2 3 4 5 6 7 8 9
B
C
D
E
F
G
PES PROJECT NUMBER: 0213124
KEY PLAN
S-2.32
December 4, 2013
ABSNLH
LEVEL 300 PARTIALFLOOR & ROOFFRAMING PLANSCALE: 1/8" = 1'-0" S-2.32
LEVEL 300 PARTIAL FLOOR &ROOF FRAMING PLAN 1
9/12/2013 DESIGN DEVELOPMENTREVIEW
10/25/2013 30% CD REVIEW12/04/2013 80% CD REVIEW & GDOE
CHECK-SET
1/21/2014 100% CDS\PERMIT SET\GDOE FINAL SUBMITTAL
3/11/2014 ISSUED FOR BIDS4/14/2014 1 ADDENDUM #24/25/2014 5 ADDENDUM #5
SP
SP
SP
SP
SP
S P
1
16
7
8
5
3
10
R Q N MST P.5 P
13
11
T.3UU.2Y X.5 V U.5 T.6T.7U.1U.7WX.7 T.2T.5
2.1
U.4
2
X
4
6.1
9
12
X.3Z
15
14
W.8
6
U.6
1' - 9 1/4"6"2' - 0"
2' - 0"2' - 0"
2' - 2"8' - 8"17' - 6"6' - 10"
7"
6' - 1"3' - 10"
2' - 2"
16' - 2"
2"1' - 8"
8' - 8"
8"
3' - 8"4' - 4"11' - 3"
6"
14' - 10"7' - 9"3' - 3"3' - 1"
3' - 7"
2' - 8"12' - 1"6' - 0"4' - 0"
16' -
8"
2"
13' -
6"
5' -
6"4'
- 10
"2'
- 0"
7' -
7"3'
- 5" 4"
4"
16' -
8"
10"
8"2"10
' - 1
0"3'
- 8"
10' -
4"
1' -
0"
5' -
10"
8' -
6"
1' -
11"
5' -
0"3'
- 5"
/1 S-2.32
/1 S-2.34
3
10K1
10K1
3
3
SEE 1/S-2.43FOR ROOF ABOVE
SEE 1/S-2.43FOR ROOF ABOVE
22K4
22K4
22KC
S3
18K4
22K4
3
3
9.5
U.9 M.5
5.8
W14X22
W16
X26
W16X31
28' -
11
5/8"
28' -
11"
28' -
10
3/8"
28' -
5 1
/2"
27' -
11
3/8"
28' -
6 5
/8"
27' -
11
5/8"
8.2
5.3
5 EQ
SPA
3 EQ
SPA
2" EXPJOINT
4 EQ
SPA
5 EQ
SPA
3 EQ
SPA
4 EQ
SPA
8" (T
YP)
4 EQ
SPA
5 EQ
SPA
4 EQ
SPA
4 EQ
SPA
8" (TYP)
8"
8" (TYP)
8" (T
YP)
3' -
0"
6' - 3"
4 EQ
SPA
5 EQ
SPA
(TYP
)8"
W12
X14
W12X14
W10X17 W12X16
W16X26
W16X26
W14X22
8"
2" EJ
2" EJ @ WEST SIDEOF GYM WALLBTWN '1.8' & '8.2'(SEE 9/S-3.42)
W16
X26
W16
X26
W10
X17
W12X14
W12
X14
W12X19
W21X44W21X44
SW-3
SW-3
SW-3
SW-2SW-2
SW-2
SW-2
SW-2
SW-2
SW-1 SW-1
SW-1
SW-1
SW-1
SW-1
W12
X19
W18
X35
W14X22
W16
X26
W21
X55
W16
X26
W21
X44
W12X14W16X26
W14X22W21X50
HSS8X4X3/8HSS8X4X3/8HSS8X4X3/8
28' - 8"28' - 8"28' - 8"
3 5/
8"
W16
X26
HSS8X8X3/8H
SS8X
8X3/
824' - 8 3/8"
24' -
8 3
/8"
18K4
3
HSS8X8X3/8HSS8X8X3/822' - 8" 22' - 8"
HSS16X12X3/8
W12X14
W12
X19
W14
X22
W12
X19
SEE 1/S-2.44FOR ROOF ABOVE
HSS10X6X1/2HSS10X6X1/231' - 2 1/2" 31' - 2 1/2"
1' -
6" (T
YP)
W.5
(TYP)
..
HSS8X6X3/831' - 2 1/2"
HSS
8X6X
3/8
24' -
8"
@ 3
1' -
4")
3/8"
(TYP
1
S-3.46
3
S-3.46
3' - 7"
6' - 4"
W12X14
W12X14
5.5 24K4
(SLO
PES)
(SLO
PES)
(SLO
PES)
(SLO
PES)
10K1
10K1
(SLOPES)
(SLOPES)
(SLOPES)
(SLOPES) (SLOPES) (SLOPES) (SLOPES)
(SLOPES)(SLOPES)
(SLOPES)(SLOPES)
(SLOPES)(SLOPES)
1
S-3.47
8.1
30' - 0 3/8"
4
S-3.43
1
S-3.48
28' - 5 1/2"
29' - 3 1/2"
29' - 0 7/8"
28' - 8"
W10X17
29' - 3 1/2"
28' - 5 3/8"28' - 5 1/2"
DECK BRG= 29' - 4 7/8"
(TYP @ 12" CMUWALL ALONG 5)
(SLOPES)
28' -
6 5
/8"
28' -
6 5
/8"
ROOF HATCH(SEE 2/S-3.41)
27' -
11
5/8"
4' -
2"
DECK BRG= 28' - 1 3/4"
(TYP @ 12" CMU WALLALONG 'U.2')
28' -
5 1
/2"
27' -
11
3/8"
28' -
6 5
/8"
28' -
10
1/4"
(TYP)
3
HSS
8X8X
3/8
HSS
8X8X
3/8
32' -
0 3
/8"
E/C
MU
7
S-3.42
7
S-3.42
8
S-3.42
8
S-3.42
7
S-3.42
7
S-3.42
3
S-3.43 9
S-3.42
3
S-3.43
18
S-3.41
6
S-3.48
28' -
6 5
/8"
(LSV)
10K1
32' -
0 3
/8"
8' -
8"
1
S-3.41(TYP @ DECKDIR CHANGE
5
S-3.42(SIM-TYP @SW
4
S-3.42(TYP @SW)
W.1
SEE NOTE 19 (TYP)
22KC
S3
SW-2
SW-2
6' - 8"E/CMU
8" 6' - 0"E/CMU
1' - 6"
35k
55k
18KCS3
RTU-121250#
RSF-1b600#
RSF-1a600#
RH-14150#
25K
30K
22KCS2
RTU-11500#
25K
25K
RTU-8800#
SEE 7/S-3.11 FOR STL BM BRG ON CMUWALL (TYP). (REINF 2 CELLS W/ (2) - #6 EA
& BEAR BM 16" ON WALL).
CB
BBBBBB
CB
CB
2"
BB BB
SEE 9/S-3.42 (SIM)FOR STL BM BRG
ON CMU @ E.J. (TYP)
SEE 7/S-3.11 FOR TYPSTL BM BRG ON CMU
(TYP)
SEE 7/S-3.11 FOR STL BM BRG ON CMUWALL (TYP). (REINF 2 CELLS W/ (2) - #6 EA& BEAR BM 16" ON WALL).
SEE 7/S-3.11 FOR STL BM BRG ON CMUWALL (TYP). (REINF 2 CELLS W/ (2) - #6 EA& BEAR BM 16" ON WALL).
SEE 7/S-3.11 FOR STL BMBRG ON CMU WALL
SEE 7/S-3.41 FOR TYP OFFSETBM TO COL CONN (TYP)
SEE 7/S-3.11 FOR STL BM BRGON CMU WALL (TYP). (REINF 2CELLS W/ (2) - #6 EA). HSS8X8X1/2
25' - 4"SEE 7/S-3.11 FOR STLBM BRG ON CMUWALL (TYP). (REINF 2CELLS W/ (1) - #6 EA ).
5
NOTES:
DENOTES 3 1/2" LIGHT WEIGHT CONCRETE ON 2"-20 GAUGE COMPOSITE METAL DECK (TOTAL THICKNESS = 5 1/2") W/ WWR 6x6-W2.1xW2.1 IN FLAT SHEETS ATMID-DEPTH OF SLAB. T/SLAB = (+) 29'-4"MINIMUM DECK PROPERTIES:
Ip = 0.404 IN^4/FTIn = 0.406 IN^4/FTSp = 0.341 IN^3/FTSn = 0.346 IN^3/FT
1. 2
2. T/STEEL = (+) 28'-10 1/2" @ ELEVATED FLOOR (UNLESS NOTED OTHERWISE)
(#) DENOTES QUANTITY OF 3/4" DIA x 4" LG HCA WELDED TO TOP FLANGE OF STEEL BEAM.3.
c = x" DENOTES THE AMOUNT OF CAMBER ON THE BEAM OR GIRDER.4.
FOR TYPICAL COMPOSITE FLOOR BEAM SEE DETAIL 4/S-3.31.
6. FOR TYPICAL COMPOSITE FLOOR GIRDER SEE DETAIL 5/S-3.31.
10.
GC SHALL VERIFY ALL OPENING DIMENSIONS WITH MECHANICAL.7.
"xx kip" AT END OF BEAMS DENOTE MINIMUM UNFACTORED (ASD) REACTIONS FOR CONNECTION DESIGN. IFREACTION IS NOT SHOWN, DESIGN FOR 20 K.
8.
FOR SLAB REINFORCING AT FLOOR OPENINGS SEE 3/S-3.319.
3 DENOTES 22 GAUGE 1 1/2" B WIDE RIB METAL ROOF DECKMINIMUM DECK PROPERTIES:
Ip = 0.155 IN^4/FTIn = 0.183 IN^4/FTSp = 0.186 IN^3/FTSn = 0.192 IN^3/FT
12.
PROVIDE STANDARD HORIZONTAL BRIDGING PER SJI.
SEE "WATER PIPING SUPPORT SCHEDULE" ON SHEET S-0.02 FOR ALL PIPINGSUPPORTED FROM ROOF STRUCTURE. NOTIFY EOR IF PIPING WEIGHT IS INEXCESS OF THOSE NOTED IN SCHEDULE.
13.
14.
15. DENOTES STEEL BRACE - SEE DETAILS & ELEVATIONS ON S-4.12.
5.11. DENOTES CMU SHEAR WALL (SEE S-4.11).
SW-#
DENOTES MOMENT CONNECTION. SEE DETAILS 10 & 11/S-3.41 FOR REFERENCE ONLY.STEEL DETAILER TO DESIGN CONNECTIONS FOR FORCES INDICATED ON PLAN AND INELEVATIONS. WHERE FORCES ARE NOT SHOWN, DESIGN FOR:MOMENT: 20 K-FTSHEAR: 20 K
16. HATCHED AREA DENOTES DEPRESSED SLAB. SEE ARCH.
#'-#" INDICATES TOP OF STEEL ELEVATION (TYP UNO).17.
18. 5 DENOTES 18 GAUGE 2" VERSA-DEK ACOUSTICAL METAL ROOFDECKMINIMUM DECK PROPERTIES:
I = 0.620 IN^4/FTSp = 0.474 IN^3/FTSn = 0.480 IN^3/FT
20. FOR BRACING OF TOP OF INT CMU PARTITION WALLS (NON-SHEAR WALLS), SEE DETAILS9/S-3.31 (SIM), 2/S-3.42 & 3/S-3.42.
19. WHERE INTERIOR ROOF BEAM EXTENDS OVER COL TO EXTERIOR CONDITION, INTERRUPTING8" CMU WALL, PROVIDE 3/8" x 8" CONT PL ON TOP OF BEAM FOR LENGTH OF EXTERIORWALL. FOR 8" CMU WALL BRG WELD WALL VERT REINF (#5 @ 40" OC) TO T/PLATE W/ 3/16"FILLET WELD ALL AROUND.
21. SEE ARCH FOR PRE-ENG CANOPIES @ EXT WALLS. LOCATE REINF & FULLY GROUTEDCELL @ EA CANOPY CONN TO CMU (TYP).
22. "CB" DENOTES 4'-0" LG (MIN) COL BRACE: L4x4x3/8 @ JOIST SPA GREATER THAN 6'-0" OR LESS;L5x5x3/8 @ JOIST SPA GREATER THAN 6'-0". WELD BRACE TO COL CAP PL & TOP CHORD OFJOIST OR TOP FLANGE OF BEAM W/ 3/16" FILLET WELD x 2" LG. USE (2) ANGLES @ T-SHAPEDAREAS. WELD DECK TO EA ANGLE W/ 3/4" DIA PUDDLE WELDS @ 6" OC.
23. "BB" DENOTES BEAM BOTTOM FLANGE BRACE (SEE 1/S-3.42). SPACE EQUALLY ALONG BEAMBTWN COLS UNO.
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ARCHITECTS, INC.CHAPMAN GRIFFIN LANIER SUSSENBACH
R E L E A S E D
WRITTEN PERMISSION.
F O R C O N S T R U C T I O N
OR REPRODUCED WITHOUT THEIRARCHITECTS, INC. AND MAY NOT BE USEDCHAPMAN GRIFFIN LANIER SUSSENBACHARE 30" X 42", IS THE PROPERTY OF
THIS DRAWING, THE DIMENSIONS OF WHICH
NO.DATE DESCRIPTION
CH
APM
ANG
RIF
FIN
LAN
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SU
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BAC
HA
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HIT
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1
A
2 3 4 5 6 7 8 9
B
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D
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PES PROJECT NUMBER: 0213124
KEY PLAN
S-2.33
December 4, 2013
ABSNLH
LEVEL 300 PARTIALFLOOR & ROOFFRAMING PLANSCALE: 1/8" = 1'-0" S-2.33
LEVEL 300 PARTIAL FLOOR &ROOF FRAMING PLAN 1
9/12/2013 DESIGN DEVELOPMENTREVIEW
10/25/2013 30% CD REVIEW12/04/2013 80% CD REVIEW & GDOE
CHECK-SET
1/21/2014 100% CDS\PERMIT SET\GDOE FINAL SUBMITTAL
3/11/2014 ISSUED FOR BIDS4/14/2014 1 ADDENDUM #24/25/2014 5 ADDENDUM #5
SP
SPSP
SP
SP
SPSP
SP
SP
S P
48
41
40
39
37
32.5
24
19
16
10
L.4R L.6Q
22
27
35
K
26
29
42
LN
46
43
M
36
47
S
45
T
31
27.2
25
21
P.5 P
18.2
13
11
T.3
28
U
17.8
U.2
23
Y X.5 V
32
U.5
38
T.6T.7
44
U.1U.7WX.7
34
T.2T.5U.4X
12
X.3Z
15
20
18
17
30
14
W.8 U.6
1
S-3.45
1' - 9 3/4"1' - 4 1/2"
11 1/4"
4' - 6 1/2"4' - 8"6' - 7 1/2"
11 1/4"
1' - 9 1/4"6"
2' - 0"2' - 0"
2' - 0"2' - 2"
8' - 8"17' - 6"6' - 10"
7"
6' - 1"3' - 10"2' - 2"
16' - 2"2"1' - 8"
8' - 8"8"
3' - 8"4' - 4"11' - 3"
6"
14' - 10"
1' - 11 1/2"
5' - 9 1/2"3' - 3"3' - 1"
3' - 7"2' - 8"
12' - 1"6' - 0"4' - 0"
1' -
0"
5' -
10"
8' -
6"
1' -
11"
5' -
0"3'
- 5"
5' -
3"6'
- 10
"
1' -
2"7"
2' -
0"
6' -
1"3'
- 10
"
2' -
5"
5' -
2"2'
- 0"
2' -
0"
2' -
11"
1' -
4"
4' -
9"5'
- 0"
7"
3' -
9"
2' -
5"
3' -
3"
11"
1' -
7"
1' -
6"
1' -
4"6'
- 2"
3' -
2"
1' -
4"5
1/2"
5' -
6 1/
2"4'
- 0"
8"2'
- 0"
9' -
4"
1' -
8"
4 1/
2"
1' -
10 3
/4"
11 1
/4"
9' -
5 1/
2"4'
- 0"
2' -
4 1/
2"
11 1
/4"
1' -
4 1/
2"2'
- 3
3/4"
7' -
0"
/1 S-2.33
/1 S-2.31
10K1
3
SEE 1/S-2.43FOR ROOF ABOVE
12K1
3
SEE 1/S-2.44FOR ROOF
ABOVE
SEE 1/S-2.44FOR ROOF ABOVE
3
26KC
S3
26K7
33
(HI &
LO
)
TRU
SSES
@ 4
'-0" O
C (M
AX)
OVE
RBU
ILT
MET
AL S
TUD
RO
OF
22KC
S3
39.3
U.9 M.5
W16X31
W18
X40
W14X43
W27X102
W18
X40
28' -
11"
28' -
10
3/8"
28' -
11"
28' -
10
1/4"
28' -
10
1/2"
28' -
2 3
/8"
26' - 9 1/2"
20.6
21.7
33
2" E.J.
3 EQ
SPA
8" (T
YP)
6' - 3"
4 EQ SPA
2 EQ
SPA
5 EQ
SPA
3' -
10"
2 EQ
SPA
2 EQ
SPA
5' -
7"3'
- 9"
4' -
9"3
EQ S
PA
22K4
4' -
6"3
EQ S
PA
18' -
7 5
/8"
26K7
2 EQ
SPA
3 EQ
SPA
5 EQ
SPA
W14X43
W16
X26
W14
X22
W16
X31W
16X3
1
W12X14W
16X2
6W
16X2
6W
16X2
6
W14X22 W12X14
W16X31
W16
X26
W14X22
W14
X43
W12X14
W21
X55
W21
X55 W
18X3
5W
14X2
2
W16X26
W12
X14
W14
X48
W12X14
W12
X14
W12X19
W10
X22
W14X43
W14
X22
W14X22
W12X19 W18X35
W18
X40
W16
X26
W16
X26
W16
X26
W12X14 W12X14 W12X14W12X14W12X14
W14
X22
W14
X22
W12
X14
W21X44
W18
X35
W24
X55
W14
X22
W18
X35
W14X22 W12X14
29' -
0 3
/8"
W21X44W21X44
3 EQ
SPA
3 EQ
SPA
6' -
0"3
EQ S
PA5
EQ S
PA
3 EQ
SPA
4 EQ
SPA
3 EQ
SPA
5 EQ
SPA
(TYP
)8"
(TYP)1' - 10"
4' - 4"
(BENT)W16X26
(TYP
)8"
8"
(TYP)8"
(TYP)1' - 6"
SW-1
SW-2SW-2
SW-2
SW-1
SW-1
SW-1
SW-1
SW-1
SW-1
SW-1
SW-1
SW-1
SW-1
SW-1
SW-1
SW-1
W14
X43
W14
X43
W12
X14
HSS8X8X3/8HSS8X8X3/822' - 8" 22' - 8"
HSS16X12X3/8
HSS8X8X3/8
HSS16X8X3/825' - 4 3/8"
HSS
16X8
X3/8
W14
X22
1/2"CHECKEREDSTEEL PLATEFLOORINGT/FLOORING =28'-4"
HSS8X8X5/824' - 8"
(SLOPES)
HSS8X8X3/831' - 4"
HSS
8X8X
3/8
HSS
8X8X
3/8
HSS
8X8X
3/8
HSS
8X8X
3/8
24' -
8 3
/8"
24' -
8 3
/8"
24' -
8 3
/8"
24' -
8 3
/8"
3
HSS
16X8
X1/2
25' -
4 3
/8"
SEE 1/S-2.44FOR ROOF ABOVE
HSS10X6X1/2HSS10X6X1/231' - 2 1/2" 31' - 2 1/2"
HSS8X8X3/8HSS8X8X3/8HSS20X8X1/2HSS8X8X3/8 31' - 2 1/2"31' - 2 1/2"31' - 2 1/2"31' - 2 1/2"
HSS
8X6X
3/8
HSS
8X6X
3/8
HSS
8X6X
3/8
24' -
8"
24' -
8"
24' -
8"
HSS8X8X3/8
HSS
8X8X
3/8
24' -
8 3
/8"
24' - 8 3/8"
3
HSS16X8X3/825' - 4 3/8"
28LH
09
W.5
SW-1
HSS8X6X3/831' - 2 1/2"
HSS
8X6X
3/8
HSS
8X6X
3/8
24' -
8"
24' -
8"
@ 3
1' -
4")
3/8"
(TYP
5/8"
(TYP
)
3
HSS16X8X3/825' - 4 3/8"
8"
3/8"
HSS8X8X3/831' - 4"
3/8"
3/8"
1
S-3.44
1
S-3.46
2
S-3.46
3' -
4"
8"
6' - 4"
W12X14
5
S-3.43
45.7
43.3
L.2L.3L.8
45.5
43.4
2 EQ
SPA
8' -
1"
2 EQ
SPA
W14X22W18X35
4
S-3.48
(SLOPES)
(SLOPES)
(SLOPES) (SLOPES) (SLOPES) (SLOPES)
(SLOPES)
(SLO
PES)
(SLO
PES)
8"
1
S-3.47
3
S-3.47
2
S-3.47
3
S-3.48
2
S-3.48
HSS12X6X3/8
HSS
12X6
X3/8
HSS12X6X3/8
HSS
12X6
X3/8
28' -
3 1
/2"
28' - 3 1/2"
28' -
3 1
/2"
28' - 3 1/2"
30' - 0 3/8"
1
S-3.43
2
S-3.43
1
S-3.48
5
S-3.48
(SLO
PES)
DECK BRG= 29' - 4 7/8"
(TYP @ 12" CMUWALL ALONG 5)
28' -
10
1/4"
29' -
7 5
/8"
29' -
7 5
/8"
(SLOPES)
ROOF HATCH(SEE 2/S-3.41)
(SLOPES)
(SLOPES)
5' -
2"
28' -
11
5/8"
28' -
11
5/8"
HSS
8X8X
3/8
HSS
8X8X
3/8
31' -
4"
0"
27' - 1"
HSS
16X8
X5/1
631
' - 4
"
HSS
8X8X
3/8
31' -
4"
29' -
2 1
/2"
(SLOPES)(SLOPES)(SLOPES)
(SLOPES)
(SLOPES)
12K3
29' -
7 5
/8"
29' -
7 5
/8"
29' -
7 5
/8"
(SLOPES)(SLOPES)
28' -
10
1/2"
28' -
10
1/2"
28' -
10
1/2"
(SLOPES)(SLOPES)(SLOPES)
(SLOPES)
28' -
5 5
/8"
28' -
5 5
/8"
(SLOPES)
14K3
(SLOPES) (SLOPES)
20LH
06
29' -
0 3
/8"
28' -
11
7/8"
(SLOPES)
(SLOPES)
28' -
4 3
/8"
28' -
4 3
/8"
(TYP)
(TYP)
W10X12
25' -
8 3
/8"
25' - 8 3/8"
(TYP)
C6X13
LADDER UP(SEE ARCH)
28' - 3 1/2"
C6X13 @ 2'-0" OC (MAX)
28' - 3 1/2"
HSS
8X8X
3/8
HSS
8X8X
3/8
HSS
8X8X
3/8
HSS
8X8X
3/8
HSS
8X8X
3/8
32' -
0 3
/8"
32' -
0 3
/8"
32' -
0 3
/8"
32' -
0 3
/8"
32' -
0 3
/8"
1 1/4"(TYP)
E/C
MU
E/C
MU
27' - 1"
7
S-3.42
7
S-3.42
7
S-3.42
8
S-3.42
7
S-3.42
7
S-3.42
17
S-3.41
6
S-3.48
6
S-3.48
(LSV)
22K5
31' - 4"
29' -
2 1
/2"
28' -
11
5/8"
28' -
11
5/8"
29' -
7 5
/8"
32' -
0 3
/8"
28' -
4 3
/8"
5
5
5
28' -
5 1
/8"
W16X31
PL 1/2" TALL x 1 1/2"WIDE CONT SHIM ON
2" DECK SIDE OFBEAM BTWN U & X.7
FOR DECK BRG
PL 1/2" TALL x 2" WIDE CONT SHIM ON 1 1/2" DECKSIDE OF BEAM BTWN 23 & 32 FOR DECK BRG
8' -
8"
14K3
(SLOPES)
8' -
8"
(TYP)
(SLOPES)
4
S-3.42(TYP @ SW)
5 EQ
SPA
26K5
W16
X26
W16
X26
5
S-3.42(TYP @ SW)
31' -
4"
25' -
4 3
/8"
W.1
1' - 6"
30K
W18X40
W18
X40
W18
X35
2 EQ
SPA
2 EQ
SPA
50K
25K
3' -
0"
40K
26K5
26KC
S2 RTU-1800#
30K
SEE NOTE 19
HSS4x4x3/8 HANGER
24K 43K 22K 59K
40K
40K
25K
RTU-3800#RTU-2
800#
48K 43K
RTU-4800#
14KC
S3
SEE NOTE 19
22KC
S222
K4
RTU-6800#
RTU-51250#
26K7
26KC
S4
25K
25K
30K
30K
(BELOW)
SW-1
RTU-92500#
RTU-102900#
RTU-7800#
25K
25K
SEE NOTE 19
HSS4x4x3/8 HANGER
RTU-8800#
JOIST MANUF TODESIGN JOISTS FOR 1KPOIN TLOAD @ LOC'NSSHOWN DUE TO STAGECURTAINS
SEE 7/S-3.11 FOR STL BM BRG ON CMUWALL (TYP). (REINF 2 CELLS W/ (2) - #6 EA
& BEAR BM 16" ON WALL).
BBBBBB
25 K-FT25 K-FT
30 K-FT
25 K-FT
12K3
@ 4
'-0" O
C (M
AX)
26K7
@ 4
'-0" O
C (M
AX)
CB
CB
CB
CB CB
CB
CB
CB
CB
CB
BBBB
BB BB
4 EQ
SPA
5 EQ
SPA
CB
24' -
8 3
/8"
V = 20KM = 15 K-FT(TYP EA END)
CB
SW-1
BB
BB
BBBB
UNO)1' - 6" (TYP
0".
20K4
20KC
S3
28' -
5 5
/8"
SEE 7/S-3.11 FOR STL BM BRG ON CMUWALL (TYP). (REINF 2 CELLS W/ (2) - #6 EA& BEAR BM 16" ON WALL).
SEE 7/S-3.41 FOR TYP OFFSETBM TO COL CONN (TYP)
SEE 7/S-3.11 FOR STL BM BRGON CMU WALL (TYP). (REINF 2CELLS W/ (2) - #6 EA). HSS8X8X1/2
25' - 4"SEE 7/S-3.11 FOR STLBM BRG ON CMUWALL (TYP). (REINF 2CELLS W/ (1) - #6 EA ).
5
METAL STUDTRUSS HEEL TOSTOP @ EXTF/BRICK VENEER(SEE ARCH FORTRUSS INFO)
5
PROVIDE 6" x 6" x 14GARIDGE & END DECK EDGE
BENT PL'S ON TOP OF METALSTUD ROOF TRUSSES (SEE
ARCH FOR TRUSS INFO)
5
ACCESS PANELTHROUGH LOROOF DECK(SEE ARCH &2/S-3.41)
5
NOTES:
DENOTES 3 1/2" LIGHT WEIGHT CONCRETE ON 2"-20 GAUGE COMPOSITE METAL DECK (TOTAL THICKNESS = 5 1/2") W/ WWR 6x6-W2.1xW2.1 IN FLAT SHEETS ATMID-DEPTH OF SLAB. T/SLAB = (+) 29'-4"MINIMUM DECK PROPERTIES:
Ip = 0.404 IN^4/FTIn = 0.406 IN^4/FTSp = 0.341 IN^3/FTSn = 0.346 IN^3/FT
1. 2
2. T/STEEL = (+) 28'-10 1/2" @ ELEVATED FLOOR (UNLESS NOTED OTHERWISE)
(#) DENOTES QUANTITY OF 3/4" DIA x 4" LG HCA WELDED TO TOP FLANGE OF STEEL BEAM.3.
c = x" DENOTES THE AMOUNT OF CAMBER ON THE BEAM OR GIRDER.4.
FOR TYPICAL COMPOSITE FLOOR BEAM SEE DETAIL 4/S-3.31.
6. FOR TYPICAL COMPOSITE FLOOR GIRDER SEE DETAIL 5/S-3.31.
10.
GC SHALL VERIFY ALL OPENING DIMENSIONS WITH MECHANICAL.7.
"xx kip" AT END OF BEAMS DENOTE MINIMUM UNFACTORED (ASD) REACTIONS FOR CONNECTION DESIGN. IFREACTION IS NOT SHOWN, DESIGN FOR 20 K.
8.
FOR SLAB REINFORCING AT FLOOR OPENINGS SEE 3/S-3.319.
3 DENOTES 22 GAUGE 1 1/2" B WIDE RIB METAL ROOF DECKMINIMUM DECK PROPERTIES:
Ip = 0.155 IN^4/FTIn = 0.183 IN^4/FTSp = 0.186 IN^3/FTSn = 0.192 IN^3/FT
12.
PROVIDE STANDARD HORIZONTAL BRIDGING PER SJI.
SEE "WATER PIPING SUPPORT SCHEDULE" ON SHEET S-0.02 FOR ALL PIPINGSUPPORTED FROM ROOF STRUCTURE. NOTIFY EOR IF PIPING WEIGHT IS INEXCESS OF THOSE NOTED IN SCHEDULE.
13.
14.
15. DENOTES STEEL BRACE - SEE DETAILS & ELEVATIONS ON S-4.12.
5.11. DENOTES CMU SHEAR WALL (SEE S-4.11).
SW-#
DENOTES MOMENT CONNECTION. SEE DETAILS 10 & 11/S-3.41 FOR REFERENCE ONLY.STEEL DETAILER TO DESIGN CONNECTIONS FOR FORCES INDICATED ON PLAN AND INELEVATIONS. WHERE FORCES ARE NOT SHOWN, DESIGN FOR:MOMENT: 20 K-FTSHEAR: 20 K
16. HATCHED AREA DENOTES DEPRESSED SLAB. SEE ARCH.
#'-#" INDICATES TOP OF STEEL ELEVATION (TYP UNO).17.
18. 5 DENOTES 18 GAUGE 2" VERSA-DEK ACOUSTICAL METAL ROOFDECKMINIMUM DECK PROPERTIES:
I = 0.620 IN^4/FTSp = 0.474 IN^3/FTSn = 0.480 IN^3/FT
20. FOR BRACING OF TOP OF INT CMU PARTITION WALLS (NON-SHEAR WALLS), SEE DETAILS9/S-3.31 (SIM), 2/S-3.42 & 3/S-3.42.
19. WHERE INTERIOR ROOF BEAM EXTENDS OVER COL TO EXTERIOR CONDITION, INTERRUPTING8" CMU WALL, PROVIDE 3/8" x 8" CONT PL ON TOP OF BEAM FOR LENGTH OF EXTERIORWALL. FOR 8" CMU WALL BRG WELD WALL VERT REINF (#5 @ 40" OC) TO T/PLATE W/ 3/16"FILLET WELD ALL AROUND.
21. SEE ARCH FOR PRE-ENG CANOPIES @ EXT WALLS. LOCATE REINF & FULLY GROUTEDCELL @ EA CANOPY CONN TO CMU (TYP).
22. "CB" DENOTES 4'-0" LG (MIN) COL BRACE: L4x4x3/8 @ JOIST SPA GREATER THAN 6'-0" OR LESS;L5x5x3/8 @ JOIST SPA GREATER THAN 6'-0". WELD BRACE TO COL CAP PL & TOP CHORD OFJOIST OR TOP FLANGE OF BEAM W/ 3/16" FILLET WELD x 2" LG. USE (2) ANGLES @ T-SHAPEDAREAS. WELD DECK TO EA ANGLE W/ 3/4" DIA PUDDLE WELDS @ 6" OC.
23. "BB" DENOTES BEAM BOTTOM FLANGE BRACE (SEE 1/S-3.42). SPACE EQUALLY ALONG BEAMBTWN COLS UNO.
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ARCHITECTS, INC.CHAPMAN GRIFFIN LANIER SUSSENBACH
R E L E A S E D
WRITTEN PERMISSION.
F O R C O N S T R U C T I O N
OR REPRODUCED WITHOUT THEIRARCHITECTS, INC. AND MAY NOT BE USEDCHAPMAN GRIFFIN LANIER SUSSENBACHARE 30" X 42", IS THE PROPERTY OF
THIS DRAWING, THE DIMENSIONS OF WHICH
NO.DATE DESCRIPTION
CH
APM
ANG
RIF
FIN
LAN
IER
SU
SSEN
BAC
HA
RC
HIT
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1
A
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D
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PES PROJECT NUMBER: 0213124
KEY PLAN
S-2.34
December 4, 2013
ABSNLH
LEVEL 300 PARTIALFLOOR & ROOFFRAMING PLAN
SCALE: 1/8" = 1'-0" S-2.34
LEVEL 300 PARTIAL FLOOR &ROOF FRAMING PLAN 1
9/12/2013 DESIGN DEVELOPMENTREVIEW
10/25/2013 30% CD REVIEW12/04/2013 80% CD REVIEW & GDOE
CHECK-SET
1/21/2014 100% CDS\PERMIT SET\GDOE FINAL SUBMITTAL
3/11/2014 ISSUED FOR BIDS4/14/2014 1 ADDENDUM #24/25/2014 5 ADDENDUM #5
SP
SP
SP
SP
SP
48
41
40
39
37
32.5
24
19
16
10
L.4R L.6Q
22
27
35
K
26
29
42
LN
46
43
M
36
47
S
45
T
31
27.2
25
21
P.5 P
18.2
13
11
T.3
28
U
17.8
U.2
23
Y X.5 V
32
U.5
38
T.6T.7
44
U.1U.7WX.7
34
T.2T.5U.4X
12
X.3Z
15
20
18
17
30
14
W.8 U.6
1
S-3.45
1' - 9 3/4"1' - 4 1/2"
11 1/4"
4' - 6 1/2"4' - 8"6' - 7 1/2"11 1/4"
1' - 9 1/4"
6"2' - 0"2' - 0"
2' - 0"
2' - 2"
8' - 8"17' - 6"6' - 10"7"
6' - 1"3' - 10"2' - 2"
16' - 2"2"1' - 8"
8' - 8"8"
3' - 8"4' - 4"11' - 3"6"
14' - 10"7' - 9"3' - 3"3' - 1"
3' - 7"
2' - 8"12' - 1"6' - 0"4' - 0"
1' -
0"
5' -
10"
8' -
6"
1' -
11"
5' -
0"3'
- 5"
5' -
3"6'
- 10
"
1' -
2"
7"
2' -
0"
6' -
1"3'
- 10
"
2' -
5"
5' -
2"2'
- 0"
2' -
0"
2' -
11"
1' -
4"
4' -
9"5'
- 0"
7"
3' -
9"
2' -
5"
3' -
3"
11"
1' -
7"
1' -
6"
1' -
4"
6' -
2"3'
- 2"
1' -
4"5
1/2"
5' -
6 1/
2"4'
- 0"
8"2'
- 0"
9' -
4"1'
- 8"
4 1/
2"1'
- 10
3/4
"11
1/4
"
9' -
5 1/
2"4'
- 0"
2' -
4 1/
2"
11 1
/4"
1' -
4 1/
2"2'
- 3
3/4"
7' -
0"
/1 S-2.43
/1 S-2.41
4
SEE 1/S-2.34FOR ROOF BELOW
SEE 1/S-2.34FOR ROOF BELOW
SEE 1/S-2.34FOR ROOF BELOW
/1 S-2.41
/1 S-2.42
4
39.3
U.9 M.5
W14X48
W27X84
W14
X22
W14
X22
T/STEEL = 38' - 8 3/8"
39' - 1 3/8"
T/STEEL = 39' - 8 1/4"
W16
X31
20.6
21.7
33 (TYP)0' - 8"
W18
X35
W12
X14
8' - 8"2 EQ SPA4 EQ SPA3 EQ SPA
JOISTS TO BETOP CHORD DOUBLE PITCHED UNDERSLUNG W/ 5" JOIST SEATS
W14X43W14X43W14X48
W14
X43
W14
X22
W14X48 W14X43 W12X14
W14
X22
8"
W14
X43
W14X48
W14
X22
HSS8X6X3/8 HSS8X6X3/8
W14
X22
W16
X31
HSS12X6X3/8
W14
X22
W14
X22
(SEE
6/S
-3.4
3)
STEE
L TU
BE R
OO
F TR
USS
ES
7' -
11 1
/4"
7' -
10 3
/4"
7' -
10 3
/4"
7' -
6 1/
2"7'
- 6
1/2"
7' -
7 1/
8"
5 3/
8"
SW-1
SW-2SW-2
SW-2
39' - 4"
19' - 1"2' - 3 1/4"
16' - 10"
38' -
10"
38' -
10"
38' -
10"
38' -
10"
38' -
10"
38' -
10"
39' - 4"39' - 4"
9' - 4"3' - 8"16' - 1"22' - 7"12' - 7"18' - 1"4' - 0"
17' -
8"
16' -
8"
7' -
0"
20' -
11
3/4"
HSS
8X8X
3/8
HSS
8X8X
3/8
HSS
8X8X
3/8
HSS
8X8X
3/8
HSS
8X8X
3/8
32' -
0 3
/8"
32' -
0 3
/8"
32' -
0 3
/8"
32' -
0 3
/8"
32' -
0 3
/8"
W.5
8"
(TYP)0".
8"
20' -
0"
15' -
5"
8' -
8"6'
- 10
"1'
- 2"
8' -
8"15
' - 5
"
1
S-3.44
1
S-3.46
2
S-3.46
(TYP)
3' - 4"
45.7
43.3
L.2L.3L.8
45.5
43.4
4
S-3.48
(TYP
)1'
- 6"
(SLO
PES)
W18
X35
(SLO
PES)
W12
X14
(SLO
PES)
(SLO
PES)
(SLO
PES)
(SLO
PES)
(SLO
PES)
(SLO
PES)
(SLO
PES)
(SLO
PES)
1
S-3.47
3
S-3.48
2
S-3.48
W14X43
C6x13 @ 2'-0" OC (MAX)
HSS16X8X3/8
HSS16X8X3/8
HSS
16X8
X3/8
HSS
16X8
X3/8
HSS16X8X3/8
HSS16X8X3/8
HSS
16X8
X3/8
HSS12X6X3/8
HSS12X6X3/8
C5DN
C5DN
C5DN
C5DN
C14DN C14DN
C14
DN
C14
DN
UPUP
UP
UP
36' - 5 1/2"
36' - 5 1/2"
36' -
5 1
/2"
36' - 5 1/2"
36' - 5 1/2"
36' -
5 1
/2"
36' -
5 1
/2"
1/2" CHECKEREDSTEEL PLATE
FLOORINGT/FLOORING =
37'-0"
1
S-3.43
2
S-3.43
3/8"
5 3/
8"3/
8"
T/STEEL = 38' - 8 3/8"
(TYP @ 12 UNO)
38' - 8 1/2"
(TYP @ PEAK)
(TYP @ 23)
S-2.442
3S-2.44
(TYP)
(SIM)
41' - 2 5/8"HSS12X6X3/8 (LLV)
1
S-3.48(LO-TYP)
36' - 11 1/2"
8
S-3.42
8
S-3.42
7
S-3.42
8
S-3.42
11
S-3.42
8
S-3.42
7
S-3.48(TYP)
36LH12
4' -
9"2'
- 6"
T/STEEL = 39' - 1 3/8"
T/STEEL = 39' - 4"
0".
W.1
30 K30K25K
25K
25 K 25 K
SW-1
CB
CB
CB
25 K-FT 25 K-FT
30 K
-FT
30 K
-FT
30 K
-FT
25 K
-FT
(SIM)
CB
30 K-FT30 K-FT70 K-FT65 K-FT110 K-FT80 K-FT35 K-FT
25 K-FT60 K-FT35 K-FT 60 K-FT45 K-FT45 K-FT40 K-FT30 K-FT
(SIM)
CBC
BBB BB
BBBBBB
BB BB
BBBBCB
CB
CB
CB
CB
CB
(SIM)
(SIM)
SW-1
SEE 7/S-3.41 FOR TYPOFFSET BM TO COLCONN (TYP)
SEE 7/S-3.11 FOR STL BM BRG ONCMU WALL (TYP). (REINF 2 CELLS W/(2) - #6 EA & BEAR BM 16" ON WALL).
SEE 7/S-3.11 FOR STL BM BRGON CMU WALL (TYP). (REINF 2CELLS W/ (2) - #6 EA).
SEE 7/S-3.11 FOR STL BM BRG ONCMU WALL (TYP). (REINF 2 CELLS W/(2) - #6 EA & BEAR BM 16" ON WALL).
M
1
S-3.45
1
S-3.44
45.7
43.3
L.2L.3L.8
45.5
43.4
11 1
/4"
15' -
10"
11 1
/4"
11 1/4"15' - 10"
11 1/4"
HSS12X6X3/8
HSS10X6X3/8
HSS
12X6
X3/8
HSS
10X6
X3/8
HSS10X6X3/8
HSS12X6X3/8
HSS
12X6
X3/8
HSS
10X6
X3/8
HSS12X6X3/8
HSS
12X6
X3/8
HSS12X6X3/8
HSS
12X6
X3/8
51' -
7 3
/8"
51' -
7 3
/8"
52' -
11
1/2"
51' - 7 3/8"
52' - 11 1/2"
51' - 7 3/8"
51' -
7 3
/8"
52' -
11
1/2"
51' -
7 3
/8"
51' - 7 3/8"
52' - 11 1/2"51' - 7 3/8"
C5
DN
C5
DN
C5
DN
C5
DN
C17
UP
C17
UP
C17
UP
C17
UP
OPEN
5
5
5
5
1
S-3.45
1
S-3.44
L.3L.8
45.5
43.4
15' -
10"
15' - 10"
HSS10X6X3/8
HSS
10X6
X3/8
HSS10X6X3/8
HSS
10X6
X3/8
3
3
3
PRE-ENGINEERED METAL STUDROOF TRUSSES @ 2'-0" O.C.(MAX) (TYP)
58' - 6 1/2"
58' - 6 1/2"
58' -
6 1
/2"
58' -
6 1
/2"
NOTES:
1. SEE 1/S-2.44 FOR NOTES.
NOTES:
1. SEE 1/S-2.44 FOR NOTES.
NOTES:
31.
PROVIDE STANDARD HORIZONTAL BRIDGING PER SJI.
SEE "WATER PIPING SUPPORT SCHEDULE" ON SHEET S-0.02 FOR ALL PIPINGSUPPORTED FROM ROOF STRUCTURE. NOTIFY EOR IF PIPING WEIGHT IS INEXCESS OF THOSE NOTED IN SCHEDULE.
2.
3.
4.
DENOTES 22 GAUGE 1 1/2" B WIDE RIB METAL ROOF DECKMINIMUM DECK PROPERTIES:
Ip = 0.155 IN^4/FTIn = 0.183 IN^4/FTSp = 0.186 IN^3/FTSn = 0.192 IN^3/FT
5. 4 DENOTES 20 GAUGE 3" N WIDE RIB METAL ROOF DECKMINIMUM DECK PROPERTIES:
Ip = 0.848 IN^4/FTIn = 1.079 IN^4/FTSp = 0.501 IN^3/FTSn = 0.552 IN^3/FT
6. 5 DENOTES 18 GAUGE 2" VERSA-DEK ACOUSTICAL METALROOF DECKMINIMUM DECK PROPERTIES:
I = 0.620 IN^4/FTSp = 0.474 IN^3/FTSn = 0.480 IN^3/FT
7. UNLESS NOTED OTHERWISE, K-SERIES STEEL JOISTS SHALL HAVE 2 1/2" DEEPBEARING, LH-SERIES JOISTS SHALL HAVE 5" DEEP BEARING.
DENOTES CMU SHEAR WALL BELOW (SEE S-4.11).SW-#
8. T/STEEL FOR SLOPING FRAMING TO BE @ DECK BRG (TYP UNO).
DENOTES MOMENT CONNECTION. SEE DETAILS 10 & 11/S-3.41 FOR REFERENCE ONLY.STEEL DETAILER TO DESIGN CONNECTIONS FOR FORCES INDICATED ON PLAN AND INELEVATIONS. WHERE FORCES ARE NOT SHOWN, DESIGN FOR:MOMENT: 20 K-FTSHEAR: 20 K
9.
10. DENOTES STEEL BRACE - SEE DETAILS & ELEVATIONS ON S-4.12.
#'-#" INDICATES TOP OF STEEL ELEVATION (TYP UNO).11.
12. PROVIDE HSS2 1/2x1 1/2x1/4 (LSH) CONT @ ELEV PERIMETER @ T/CMU ON 1 1/2" DECK SIDE FOR DECK BRG.PROVIDE CONT EMBED PLATE 3/8"x5"xCONT W/1/2" DIA x 5" LG. H.S. HEADED STUDS @ 24" OC @ T/CMU @ ELEVPERIMETER. WELD TUBE TO EMBED PLATE W/3/16"x3" LG FILLET WELD @ 12" OC. NOTE: DECK WELDPATTERN @ ELEVATOR PERIMETER TO BE PER PERIMETER REQUIREMENTS NOTED IN STEEL ROOF DECKNOTES ON S-0.01.
13. SEE ARCH FOR PRE-ENG CANOPIES @ EXT WALLS. LOCATE REINF & FULLY GROUTEDCELL @ EA CANOPY CONN TO CMU (TYP).
13. FOR BRACING OF TOP OF INT CMU PARTITION WALLS (NON-SHEAR WALLS), SEE DETAILS 9/S-3.31 (SIM), 2/S-3.42 & 3/S-3.42.
14. "CB" DENOTES 4'-0" LG (MIN) COL BRACE: L4x4x3/8 @ JOIST SPA GREATER THAN 6'-0" OR LESS;L5x5x3/8 @ JOIST SPA GREATER THAN 6'-0". WELD BRACE TO COL CAP PL & TOP CHORD OFJOIST OR TOP FLANGE OF BEAM W/ 3/16" FILLET WELD x 2" LG. USE (2) ANGLES @ T-SHAPEDAREAS. WELD DECK TO EA ANGLE W/ 3/4" DIA PUDDLE WELDS @ 6" OC.
15. "xx kip" AT END OF BEAMS DENOTE MINIMUM UNFACTORED (ASD) REACTIONS FOR CONNECTION DESIGN.IF REACTION IS NOT SHOWN, DESIGN FOR 20 K.
16. "BB" DENOTES BEAM BOTTOM FLANGE BRACE (SEE 1/S-3.42). SPACE EQUALLY ALONG BEAMBTWN COLS UNO.
PRO
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12022.5
CHECKED BY:
DRAWN BY:
P R O J E C T N O .
C O N S U L T A N T
S E A L
S H E E T T I T L E
D A T E
S H E E T N O .
P l
a n
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A r
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3 5
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: 4
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3 3
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: 4
0 4
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C 2014
ARCHITECTS, INC.CHAPMAN GRIFFIN LANIER SUSSENBACH
R E L E A S E D
WRITTEN PERMISSION.
F O R C O N S T R U C T I O N
OR REPRODUCED WITHOUT THEIRARCHITECTS, INC. AND MAY NOT BE USEDCHAPMAN GRIFFIN LANIER SUSSENBACHARE 30" X 42", IS THE PROPERTY OF
THIS DRAWING, THE DIMENSIONS OF WHICH
NO.DATE DESCRIPTION
CH
APM
ANG
RIF
FIN
LAN
IER
SU
SSEN
BAC
HA
RC
HIT
ECTS
1
A
2 3 4 5 6 7 8 9
B
C
D
E
F
G
PES PROJECT NUMBER: 0213124
KEY PLAN
S-2.44
December 4, 2013
ABSNLH
PARTIAL ROOFFRAMING PLANSCALE: 1/8" = 1'-0" S-2.44
PARTIAL ROOF FRAMING PLAN 1
SCALE: 1/8" = 1'-0" S-2.44
CAMPANILE LEVEL 3 FRAMINGPLAN 2
SCALE: 1/8" = 1'-0" S-2.44
CAMPANILE ROOF FRAMINGPLAN 3
9/12/2013 DESIGN DEVELOPMENTREVIEW
10/25/2013 30% CD REVIEW12/04/2013 80% CD REVIEW & GDOE
CHECK-SET
1/21/2014 100% CDS\PERMIT SET\GDOE FINAL SUBMITTAL
3/11/2014 ISSUED FOR BIDS4/14/2014 1 ADDENDUM #24/25/2014 5 ADDENDUM #5
"TYP. STEEL BEAM BEARING ON CMU WALL"
CMU
GROUT POCKET SOLIDAROUND BEAM
2-GROUTED CELLSW/#5 @ EACH
CELL (U.N.)
PLATE 3/8"x6"x10"W/(4)-1/2" DIA. X 5" LG.HIGH STRENGTH STUDS
STEEL BEAM5/16" STIFF. PLATE(NEAR AND FAR SIDES -
WELD 1/8" ALL-AROUND)
USE 1/2" CAP PLATE @END IF TUBE BM.
3/16
STEEL COLUMN (SEE PLAN)BASE PLATE (SEE DETAIL 6/S-3.11)
PROVIDE NUT, WASHER, &LEVELING NUT (TYP.)
CL ANCHOR ROD W/ HEX HEAD NUT & PL,TOP 6" THREADED AND PROJECTED (FOR
LOCATION & SIZE, SEE BASE PLATE DETAIL)EMBED OF A.R. TO BE
DEPTH OF FTG MINUS 3"
"TYP. INTERIOR COLUMN FOOTING"
1/2" PJF
SEE FTG. SCHEDULE FOR SIZE & REINF.SHR
INK
GR
OU
T
1 1/
2" (
MIN
.) N
ON
-
COL., BASE PLATE,AND FTG.
CLR
.
3"
(SEE PLAN)
T/SLAB
(SEE PLAN)
T/FTG.
NOTE: DISTANCE FROM BOTT/BOLTTO TOP OF WASHER TO BE 1 1/4" MAX
NOTE: SEE 3/S-3.11 FOR TYPICALCONC. PIER @ COL. BASEWHERE T/FTG. ELEV. ISBELOW (-)2'-8"
COL., BASEPL., PIER, &FTG.
STEEL BEAM(SEE PLAN)
BASE PLATE (SEE 8/S-3.11)
COL. BOX-OUT(24" x 24" MIN.)
(UN
O O
N P
LAN
)
1'-0
" @ IN
T C
OLS
2'-0
" @ E
XT C
OLS
TSLAB
(SEE PLAN)
T/PIER
T/FTG
(SEE PLAN)
PROVIDE NUT, WASHER,& LEVELING NUT (TYP.)
WWR (SEE PLAN)
#4 TIES REQ'D@ 3" O.C. ALONG
LENGTH OFANCHOR RODS
SHR
INK
GR
OU
T
1 1/
2" M
IN. N
ON
-
3"
(MIN
. OF
3 TI
ES)
#4 T
IES
@ 6
" O.C
.3"
(SEE
PLA
N)
(VA
RIE
S)
(TYP
.)
3" C
LR.
SEE FOUNDATION PLAN AND FTG. SCHEDULE
FOR FOOTING SIZE AND REINFORCING
99
S-3.11
A.
A .
ANCHOR RODEMBED = 18" (TYP)
CL ANCHOR ROD W/ HEX HEADNUT & PL, TOP 6" THREADED
AND PROJECTED (FORLOCATION & SIZE,
SEE BASE PLATE DETAIL)
CLR. (TYP.)
1 1/2"
(12)-#9"A-A"
2' - 8"
2' -
8"
STD. HOOK @ TOP OFCORNER BARS (TYP.)
STD. HOOK @ (4) CORNERBARS @ ALL PIERS
(TYP @ MOM FRAME ONLY)
CLR. (TYP.)
1 1/2"
(8)-#8"A-A"
2' - 4"
2' -
4"
STD. HOOK @ TOP OFCORNER BARS (TYP.)
(TYP )COLUMN
STEEL COLUMN(SEE PLAN)
CONC. WALL(BEYOND)
CONC. WALL(SEE 9/S-3.22 FOR REINF)
(SEE 5/S-3.11 FORWALL REINF @ COL BRG)
BEAR
ING
ON
BO
XOU
TS IN
WAL
LS)
1'-6
" WID
E (F
OR
CO
LUM
NS
T/SLAB
COL. BRG.
(SEE PLAN)SEE 8/S-3.11 FORT/WALL BASEPLATE INFO.
"TYP. COL. BRG. AT CONC. WALL"
BLOCK OUT FORCOL./BM. CONNECTION(GROUT SOLID AFTERFRAMING IS INSTALLED)
STEEL BEAM (SEE PLAN)
CONC SLAB ON COMPOSITEMETAL DECK (SEE PLAN)
CL. HEADED BOLT TOP 6" THREADED &PROJECTED (FOR LOCATION & SIZE,
SEE BASE PLATE DETAIL)
DO NOT CONTINUE HORIZBARS THROUGH COL BOX-OUT
ANCHOR ROD EMBED = 18" (TYP)
1' - 4"
1' -
4"
1 1/4" DIA HOLES FOR(4) 1" DIA ANCHOR RODS
* 1 1/2" THICK BASE PL.
2"6"6"2"
6"6"
2"2"
* WELD SIZE EQUAL TOCOL. WALL THICKNESS
BP-3(BRG. ON FTG./PIER)
1' - 6"
1' -
6"
1 3/4" DIA HOLES FOR(4) 1 1/2" DIA ANCHOR RODS
* 2" THICK BASE PL.
2 1/2"6 1/2"6 1/2"2 1/2"
6 1/
2"6
1/2"
2 1/
2"2
1/2"
* WELD SIZE EQUAL TOCOL. WALL THICKNESS
BP-4(BRG. ON FTG./PIER)
1 1/4" DIA. HOLES FOR(4) 1" DIA ANCHOR RODS
*
2" THICK BASE PL.
6 1/2"3 1/2"
6 1/
2"6
1/2"
* WELD SIZE EQUAL TOCOL. WALL THICKNESS
BP-6(BRG. ON WALL)
2 1/2"
1' - 1"
2 1/
2"
2 1/
2"
1' -
6"
4"F/CONC. WALL
1/2"
2" THICK BASE PL.
*
* WELD SIZE EQUAL TOCOL. WALL THICKNESS
BP-7(BRG ON CORNER OF WALL)
1 1/4" DIA HOLES FOR(4) 1" DIA ANCHOR RODS
2"1"
2 1/
2"
6 1/
2"
1/2"
3 1/
2"
3 1/2"1/2"
6 1/2"
2 1/2" 1"2"
4"
4"
1' -
1"
1 3/4" DIA HOLES FOR(4) 1 1/2" DIA ANCHOR RODS
*1 1/2" THICK BASE PL.
* WELD SIZE EQUAL TOCOL. WALL THICKNESS
BP-2(BRG. ON FTG./PIER)
2 1/2" 5" 5" 2 1/2"
2 1/
2"5"
5"2
1/2"
1' -
3"
1' - 3"
1 1/4" DIA HOLES FOR(4) 1" DIA ANCHOR RODS
* 1" THICK BASE PL.
* WELD SIZE EQUAL TOCOL. WALL THICKNESS
BP-1(BRG. ON FTG./PIER)
2" 5" 5" 2"
2"5"
5"2"
1' -
2"
1' - 2"
1 3/4" DIA HOLES FOR(4) 1 1/2" DIA ANCHOR RODS
*2" THICK BASE PL.* WELD SIZE EQUAL TO
COL. WALL THICKNESS
BP-5(BRG. ON FTG./PIER)
2 1/2" 7 1/2" 7 1/2" 2 1/2"
2 1/
2"7
1/2"
7 1/
2"2
1/2"
1' -
8"
1' - 8"
BP-10(BRG. ON CORNER OF WALL)
1 3/4" DIA HOLES FOR(4) 1 1/2" DIA ANCHOR RODS
*2" THICK BASE PL.
2 1/
2"9
1/2"
9 1/
2"2
1/2"
* WELD SIZE EQUAL TOCOL. WALL THICKNESS
BP-9(BRG. ON WALL)
1' - 8"
2' -
0"
1 3/4" DIA HOLES FOR(4) 1 1/2" DIA ANCHOR RODS
* 2" THICK BASE PL.
2 1/2"7 1/2"7 1/2"2 1/2"
9 1/
2"9
1/2"
2 1/
2"2
1/2"
* WELD SIZE EQUAL TOCOL. WALL THICKNESS
BP-8(BRG. ON FTG./PIER)
1 1/4" DIA. HOLES FOR(5) 1" DIA ANCHOR RODS
* 2" THICKBASE PL.
4"2 1/2"
* WELD SIZE EQUAL TOCOL. WALL THICKNESS
1' - 1"
1' -
1"
6 1/2"
2 1/
2"6
1/2"
4"
2 1/2"
3 1/2"
3 1/2"
3 1/2"
2 1/
2"
3 1/
2"
3"
1/2"
3 1/
2"
4 1/2" 9" 2 1/2"
2' -
0"
1' - 4"
BP-11(BRG ON CORNER OF WALL)
BP-12(BRG ON CORNER OF WALL)
1 1/4" DIA. HOLES FOR(5) 1" DIA ANCHOR RODS
* 2" THICKBASE PL.
4 1/2"2 1/2"
1' - 1 1/2"
1' -
1 1/
2"
6 1/2"
2 1/
2"6
1/2"
4 1/
2"
2 1/2"
3 1/2"
3 1/2"
4"
2 1/
2"
3 1/
2"
3"
1/2"
4"
* WELD SIZE EQUAL TOCOL. WALL THICKNESS
2" THICK BASE PL.
*
* WELD SIZE EQUAL TOCOL. WALL THICKNESS
1 1/4" DIA HOLES FOR(4) 1" DIA ANCHOR RODS
2"1"
2 1/
2"
6 1/
2"
1/2"4"
4"1/2"
6 1/2"
2 1/2" 1"2"
4 1/
2"
4 1/2"
1' -
1 1/
2"
STEEL COLUMN (SEE PLAN)(FOR BASE PLATE SEE DETAIL 9/S401)
PROVIDE NUT, WASHER, &LEVELING NUT (TYP.)
SEE FTG. SCHEDULE FOR FOOTING SIZE AND REINF.SHR
INK
GR
OU
T
1 1/
2" (
MIN
.) N
ON
-
COL., BASE PL. & FTG.
CLR
.
3"
(SEE PLAN)
T/FTG.
PROVIDE NUT, WASHER, &LEVELING NUT (TYP.)
NOTE: DISTANCE FROMBOTT/BOLT TO TOP OFWASHER TO BE 1 1/4" MAX.
T/GRADE
(SEE CIVIL)
EXTERIOR FINISH(SEE ARCH.)
WWR (SEE PLAN)
21
VAPOR RETARDER
T/SLAB
(SEE PLAN)
MIN
.
0' -
3"
APPLY MASTIC TO STEEL COLUMNBELOW SLAB LEVEL TO PROTECT
COLUMN FROM CORROSION
(MIN
)
-1'
-0"
NOTE: SEE 3/S-3.11 FOR TYPICALCONC. PIER @ COL. BASEWHERE T/FTG. ELEV. ISBELOW (-)2'-8"
CL ANCHOR ROD W/ HEX HEAD NUT & PL,TOP 6" THREADED AND PROJECTED (FOR
LOCATION & SIZE, SEE BASE PLATEDETAIL) EMBED OF A.R. TO BE
DEPTH OF FTG MINUS 3"
"TYP. EXTERIOR COLUMN FOOTING"
SEE WALL SECTIONS FORTYP. WALL REINF.
PROVIDE TWO EXTRAROWS OF REINF. (SPACEBARS @ 4" O.C. @ BEAMOR COL)
CONC. WALL
#4 TIES @ 12" O.C.REQUIRED @ BEAM &COLUMN BRG. LOCATIONS
"TYP. WALL REINF. COL. & BEAM BRG."
WWR (SEE PLAN)
CONC SLAB ON COMPOSITEFLOOR DECK (SEE PLAN)
PL 3/8"x12"x 8" W/ (4)-1/2" DIA x5" LG H.S. HEADED STUDS @ EA BM
DEFORMED BARS TO MATCH VERTWALL REINF WELDED TO STEEL PLATEW/ 3/16" FILLET WELD ALL-AROUND
8" CMU WALL (SEE PLAN FOR REINF)
STEEL BEAM (SEE PLAN)
INSTALL BEAM IN 1'-6" WIDE WALL POCKET(GROUT POCKET SOLID AFTERBEAM INSTALLED)
STEEL COLUMN BEARING (BEYOND)(SEE PLAN) (SEE 4/S-3.11 FOR COL& BOXOUT (FULL WALL THICKNESS)
#8 @ 8" OC
#7 @ 12" OC
#5 @ 12" OC
T/SLAB
(SEE PLAN)
T/CONC LEDGE
COL BRG
(SEE PLAN)
VAPORRETARDER
1/2" DIA x 4" LG HEADEDSTUDS @ 12" OC
#6 @ 12" OC (EXTEND 3'-0"DOWN PAST LEDGE)
WWR (SEE PLAN)
#6 @ 12" OC
#4 CONT
5 1/2"x4 1/2"x1/4 BENT PL(LLV) CONT
3/16
7" 8"
1' - 3"
NO CMU WALL @ SIM COND
T/WALL
(+)14'-2 1/2"
#4 @ 12" OC
2' -
0"
(MIN)
6"
2"
5/16" STIFF PL (BOTH SIDES)
3/16
G.C. NOTE:WALL MUST BE BACKFILLEDBEFORE ELEVATED SLABFRAMING IS ATTACHED TO WALL
Peac
hcre
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enta
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Rep
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t15
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LAN
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FOR
DEK
ALB
CO
UN
TY S
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12022.5
CHECKED BY:
DRAWN BY:
P R O J E C T N O .
C O N S U L T A N T
S E A L
S H E E T T I T L E
D A T E
S H E E T N O .
P l
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i o n
D
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A r
c h
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3 3
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: 4
0 4
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4
C 2014
ARCHITECTS, INC.CHAPMAN GRIFFIN LANIER SUSSENBACH
R E L E A S E D
WRITTEN PERMISSION.
F O R C O N S T R U C T I O N
OR REPRODUCED WITHOUT THEIRARCHITECTS, INC. AND MAY NOT BE USEDCHAPMAN GRIFFIN LANIER SUSSENBACHARE 30" X 42", IS THE PROPERTY OF
THIS DRAWING, THE DIMENSIONS OF WHICH
NO.DATE DESCRIPTION
CH
APM
ANG
RIF
FIN
LAN
IER
SU
SSEN
BAC
HA
RC
HIT
ECTS
1
A
2 3 4 5 6 7 8 9
B
C
D
E
F
G
PES PROJECT NUMBER: 0213124
S-3.11
December 4, 2013
ABSNLH
STEEL COLUMN &BEAM BEARING
SECTIONS & DETAILS
SCALE: 1" = 1'-0" S-3.11DETAIL 7
SCALE: 1" = 1'-0" S-3.11SECTION 1
SCALE: 1" = 1'-0" S-3.11SECTION 3
SCALE: 1" = 1'-0" S-3.11DETAIL 4
SCALE: 1" = 1'-0" S-3.11DETAIL 8
Structural Column ScheduleMark Column Size
C1 HSS4X4X3/8C2 HSS5X5X5/16C3 HSS5X5X3/8C4 HSS6X6X5/16C5 HSS6X6X3/8C6 HSS6X6X1/2C7 HSS7X7X5/16C8 HSS7X7X3/8C9 HSS7X7X5/8C10 HSS8X8X5/16C11 HSS8X8X3/8C12 HSS8X8X1/2C13 HSS8X8X5/8C14 HSS10X10X3/8C15 HSS10X8X5/8C16 HSS12X8X5/8C17 HSS4X4X1/2
Structural Foundation Schedule
MarkSize
Reinf. CommentsLength Width ThicknessF3 3' - 0" 3' - 0" 1' - 0" (4)-#5 E.W.F4 4' - 0" 4' - 0" 1' - 3" (5)-#5 E.W.F5 5' - 0" 5' - 0" 1' - 3" (6)-#5 E.W.F5A 5' - 0" 5' - 0" 1' - 3" (6)-#5 E.W. T&BF6 6' - 0" 6' - 0" 1' - 6" (7)-#6 E.W.F6A 6' - 0" 6' - 0" 1' - 6" (7)-#6 EW T&BF7 7' - 0" 7' - 0" 1' - 6" (8)-#6 E.W.F7A 7' - 0" 7' - 0" 1' - 6" (8)-#6 EW T&BF8 8' - 0" 8' - 0" 1' - 6" (9)-#6 E.W.F8A 8' - 0" 8' - 0" 1' - 6" (9)-#6 EW T&BF9 9' - 0" 9' - 0" 1' - 9" (10)-#6 E.W.F9A 9' - 0" 9' - 0" 1' - 9" (10)-#6 E.W. T&BF10 10' - 0" 10' - 0" 1' - 9" (11)-#7 E.W. T&BF11 11' - 0" 11' - 0" 2' - 0" (12)-#7 E.W. T&BF12 12' - 0" 12' - 0" 2' - 0" (13)-#7 E.W. T&BF14X10 10' - 0" 14' - 0" 1' - 9" (11)-#7 LW & (16)-#7 SW T & BF16X10 10' - 0" 16' - 0" 1' - 9" (11)-#7 LW & (17)-#7 SW T & BF20X10 10' - 0" 20' - 0" 1' - 9" (11)-#7 LW & (21)-#7 SW T & BF20X14 14' - 0" 20' - 0" 1' - 9" (15)-#7 LW & (21)-#7 SW T & B
SCALE: 1" = 1'-0" S-3.11SECTION 2
SCALE: 1" = 1'-0" S-3.11DETAIL 5
SCALE: 1" = 1'-0" S-3.11SECTION 6
9/12/2013 DESIGN DEVELOPMENTREVIEW
10/25/2013 30% CD REVIEW12/04/2013 80% CD REVIEW & GDOE
CHECK-SET
1/21/2014 100% CDS\PERMIT SET\GDOE FINAL SUBMITTAL
3/11/2014 ISSUED FOR BIDS4/25/2014 5 ADDENDUM #5
5
8" CMU (SEE PLANFOR REINF.)
1/2" PJF
CONC. SLAB
(SEE PLAN)
T/SLAB
(SEE PLAN)
T/FTG.
WWR (SEE PLAN)
VAPOR RETARDER
8" CMU GROUTEDSOLID BELOW GRADE
GROUT CAVITY SOLIDBELOW GRADE
EXTERIOR VENEER(SEE ARCH.)
(3)-#5 CONT.,(4)-#5 CONT. @ SIM. COND.
#5 @ 2'-0" OC
"TYP 8" EXT CMU WALL FND"
3' - 0" @ SIM. COND.
8 1/2" @ SIM. COND.
1' -
0"
2' - 0"
4 1/2" 1' - 7 1/2" CLR3"
CLR3"
T/GRADE OR T/SLAB
(SEE CIVIL)
"H"
FOR "H" LESS THAN 2'-8", DOWEL TOMATCH VERT. WALL REINF;
FOR "H" EQUAL TO OR GREATER THAN2'-8", DOWELS TO BE (2)-#5 @ 16" OC
12" CMU (SEEPLAN FOR REINF.)
1/2" PJF
CONC. SLAB
(SEE PLAN)
T/SLAB
(SEE PLAN)
T/FTG.
WWR (SEE PLAN)
VAPOR RETARDER
12" CMU GROUTEDSOLID BELOW GRADE
GROUT CAVITY SOLIDBELOW GRADE
EXTERIOR VENEER(SEE ARCH.)
(4)-#5 CONT.
#5 @ 2'-0" O.C.
"TYP 12" EXT CMU WALL FND"
DOWELS TO MATCHVERT. WALL REINF.
1' -
3"
CLR0' - 3"
CLR
0' -
3"
8 1/2" 2' - 3 1/2"
3' - 0"
T/GRADE OR T/SLAB
(SEE CIVIL)
8" CMU GROUTED SOLID
GROUT CAVITY SOLIDBELOW GRADE
#4 CONT.
WWR (SEE PLAN)
WINDOW (SEE ARCH.)
T/SLAB
(SEE PLAN)
(SEE CIVIL)
T/GRADE
EXT. VENEER(SEE ARCH.)
VAPOR RETARDER
(SEE PLAN)
T/FTG.
8 1/2" @ SIM. COND.
1' -
0"
3' - 0" @ SIM COND
2' - 0"
CLR3"C
LR3"
1' - 7 1/2" 4 1/2"
(3)-#5 CONT.,(4)-#5 CONT. @ SIM. COND.
#5 @ 2'-0" OC
1'-4
" (M
IN)
8"
2' - 6"
"H"
FOR "H" LESS THAN 2'-8", DOWEL TOMATCH VERT. WALL REINF;
FOR "H" EQUAL TO OR GREATER THAN2'-8", DOWELS TO BE (2)-#5 @ 16" OC
(3)-#5 CONT (TYP)(4)-#5 @ CONT (@ SIM)
#5 @ 2'-0" O.C.(SEE PLAN)
T/FTG.
(SEE PLAN)
T/SLAB
DOWEL TO MATCHVERT WALL REINF
WWR (TYP- SEE PLAN)
1/2" PJF (TYP)
8" CMU (SEE PLANFOR REINF)
VAPOR RETARDER(TYP)
WALL & FTG
8" CMU GROUTEDSOLID BELOW GRADE
1' -
0"
CLR3"
CLR3"
3'-0" (@ SIM)
2' - 0" (TYP)
NOTES:1. TYP @ INT 8" CMU SHEAR WALLS, INT STAIRWALLS & OTHER INT 8" CMU WALL LOC'NS ASSHOWN ON PLAN.
(4)-#5 CONT.
#5 @ 2'-0" O.C.
WWR (TYP.-SEE PLAN)
CONC. SLAB(TYP. - SEE PLAN)
12" CMU FULLYGROUTED (SEEPLAN FOR REINF.)
DOWELS TO MATCHVERT. WALL REINF.
VAPOR RETARDER(TYP.- SEE ARCH.)
T/SLAB
(SEE PLAN)
T/SLAB
(SEE PLAN)
T/FTG
(SEE PLAN)
1' -
3"
3' - 0"
EXT. VENEER(SEE ARCH.) CMU DOWELS TO MATCH CMU
VERT. WALL REINF. EXTEND3'-0" INTO CONC. WALL
(2)-#5 CONT.
WWR (SEE PLAN)
#6 @ 12" O.C.(3'-0" x 3'-0")
8" CMU (SEE PLANFOR REINF.)
VAPOR BARRIER2
1
2X4 KEY
CONC WALL(SEE 9/S-3.22FOR REINF.)
1' -
0"
1' - 3"
NOTE: SEE 10/S-3.21 & 11/S-3.21 FORTYP CONC WALL JOINTS & CORNERS.SEE 4/S-1.11 FOR TYP REINF @ WALLPENETRATIONS.
(CLR)2"
(CLR)2"
4" PERF. PVC DRAINPIPE IN GRAVEL FILL(DRAIN TO DAYLIGHT-SEE CIVIL)
DOWELS TO MATCHVERT. WALL REBAR INSIZE & SPACING (USE2'-0" HOOK INTO FTG.)
DRAINAGE MAT
#5 @ 12" O.C. T&B
#6 @ 10" O.C.
#6 @ 10" O.C.
EXT VENEER(SEE ARCH)
(SEE PLAN)
T/FTG.
#5 @ 12" O.C.
#7 @ 12" O.C.
#8 @ 8" O.C.
#6 @ 10" O.C.
(4)-#5 CONT.
1' -
6"
4' - 6" 1' - 3" 6' - 9"
12' - 6"
1' - 6"
2' -
6"
3" C
LR
CLR3"
T/GRADE OR T/SLAB
(SEE CIVIL)
(MIN
)
1' -
4"
2x4 KEY (TYP)
NOTE: SEE 10/S-3.21 & 11/S-3.21 FORTYP CONC WALL JOINTS & CORNERS.SEE 4/S-1.11 FOR TYP REINF @ WALLPENETRATIONS.
GROUT CAVITY SOLIDBELOW GRADE
4" CMU GROUTED SOLIDBELOW GRADE
(CLR)3"
(CLR)2" (CLR)
2"
#5 @ 2'-0" O.C.
2x4 KEY (TYP.)
(5)-#5 CONT.
8" CONC. WALL(SEE PLAN)
#5 @ 12" O.C.
DOWEL TO MATCHVERT. WALL REINF.
W/ 2'-0" LG HOOKINTO SLAB
#4 CONT.
WWR (SEE PLAN)
CONC. SLAB (SEE PLAN)
(SEE CIVIL)
T/GRADE
(SEE PLAN)
T/FTG.
(SEE PLAN)
T/SLAB
VAPOR RETARDER(SEE PLAN)
#5 @ 12" O.C. (USE 8"HOOK INTO FTG.)
1' - 3" 8" 1' - 4"
3' - 3"
1' -
0"
CLR3"
CLR3"
8"
GROUT CAVITY SOLIDBELOW GRADE
EXT VENEER(SEE ARCH)
8" CMU (SEE PLAN)
DOWELS TO MATCH VERT WALL REINF W/2'-0" EMBED INTO CONC WALL
NOTE: SEE 10/S-3.21 & 11/S-3.21 FORTYP CONC WALL JOINTS & CORNERS.SEE 4/S-1.11 FOR TYP REINF @ WALLPENETRATIONS.
1'-4
" (M
IN)
STL. COL. BRG.
SUMP PIT
SLAB BLOCKOUT (BEYOND)FOR ELEVATOR SHAFT
(2)-#6 EA SIDEOF SLAB OPNG
WATER-STOP (TYP)
DOWELS W/ 90DEGREE HOOK TO
MATCH VERT REINF
#6 @ 12" OC, EAWAY, TOP & BOT
2x4 KEY (TYP)
#4 @ 12" OC (TYP)
#5 @ 12" OC (TYP)
B/ SUMP PIT
B/ELEVATOR PIT
(SEE PLAN)
T/SLAB
#6 @ 12" OC
1' -
8"2'
-0".
5'-0
" (M
AX)
1' - 2"
(TYP)
8" 2'-0" SQR 1' - 0"
1' - 2"
1' -
8"
SEE PLAN
#4 CONT (TYP)
(TYP)
2' - 4"
NOTE:
WWR (SEE PLAN)
"ELEVATOR PIT"
VERIFY THE FOLLOWING ITEMS WITH ELEVATOR MANUFACTURER PRIOR TOCONSTRUCTING ELEVATOR PIT: PIT SIZE, PIT DEPTH, SUMP PIT SIZE, SUMP PITDEPTH, SUMP PIT LOCATION & HOIST REQUIREMENTS.
1.
DOWELS TO MATCH VERT WALL REINFW/ 2'-11" EMBED INTO CONC WALL
8" CMU (SEE PLAN FOR REINF) (TYP)
NOTE: SEE 10/S-3.21 & 11/S-3.21 FOR TYP CONC WALL JOINTS &CORNERS.SEE 4/S-1.11 FOR TYP REINF @ WALL PENETRATIONS.
2.
(TYP
)
8"
(TYP
)3"
CLR (TYP)
3" (CLR)
1
BEAM & CONCPIER
GALVANIZED STEEL BEAM(SEE PLAN)
T/STL
16' - 8"
T/PIER
15' - 10 1/4"
T/FTG
12' - 0"
7/8" DIA MOUNTING HOLES(VERIFY W/ EQUIP MANUF)
SHR
INK
GR
OU
T
1 1/
2" M
IN. N
ON
-
3"
(MIN
. OF
3 TI
ES)
#3 T
IES
@ 8
" O.C
.3"
(TYP
.)
3" C
LR.
SEE FOUNDATION PLAN AND FTG. SCHEDULE
FOR FOOTING SIZE AND REINFORCING
B
B
1 1/2"(2)-1/2 DIA x 9" LG THREADED ROD
(ASTM F1554, GRADE 36) W/ TOP 3 1/2"PROJECTED (5 1/2" EMBED) & HEX HEAD
AT END INTO FTG - TACK WELD TO BOLT.(OFFSET @ BM CONN - SEE 'C-C')
12" DIA CONC PIER (SEE PLAN)(SLOPE TO DRAIN EDGES)
T/GRADE
(SEE CIVIL)
(MIN
)
1' -
0"
C
C
5
(4)-#6
"B-B"
1' -
0"
TYP1 1/2" CLR
2"BM
A.B.
BEAM (SEE PLAN)
"C-C"
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CHECKED BY:
DRAWN BY:
P R O J E C T N O .
C O N S U L T A N T
S E A L
S H E E T T I T L E
D A T E
S H E E T N O .
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C 2014
ARCHITECTS, INC.CHAPMAN GRIFFIN LANIER SUSSENBACH
R E L E A S E D
WRITTEN PERMISSION.
F O R C O N S T R U C T I O N
OR REPRODUCED WITHOUT THEIRARCHITECTS, INC. AND MAY NOT BE USEDCHAPMAN GRIFFIN LANIER SUSSENBACHARE 30" X 42", IS THE PROPERTY OF
THIS DRAWING, THE DIMENSIONS OF WHICH
NO.DATE DESCRIPTION
CH
APM
ANG
RIF
FIN
LAN
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SU
SSEN
BAC
HA
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HIT
ECTS
1
A
2 3 4 5 6 7 8 9
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PES PROJECT NUMBER: 0213124
S-3.22
December 4, 2013
ABSNLH
FOUNDATIONSECTIONS & DETAILS
SCALE: 1" = 1'-0" S-3.22SECTION 1
SCALE: 1" = 1'-0" S-3.22SECTION 2
SCALE: 1" = 1'-0" S-3.22SECTION 3
SCALE: 1" = 1'-0" S-3.22SECTION 4
SCALE: 1" = 1'-0" S-3.22SECTION 5
SCALE: 1" = 1'-0" S-3.22SECTION 6
SCALE: 1" = 1'-0" S-3.22SECTION 9
SCALE: 1" = 1'-0" S-3.22SECTION 8
SCALE: 1" = 1'-0" S-3.22SECTION 10
SCALE: 1" = 1'-0" S-3.22SECTION 7
9/12/2013 DESIGN DEVELOPMENTREVIEW
10/25/2013 30% CD REVIEW12/04/2013 80% CD REVIEW & GDOE
CHECK-SET
1/21/2014 100% CDS\PERMIT SET\GDOE FINAL SUBMITTAL
3/11/2014 ISSUED FOR BIDS4/14/2014 1 ADDENDUM #24/25/2014 5 ADDENDUM #5
3/16 3-12
CONCRETE SLAB REINF. W/WWR ON COMPOSITE FLOORDECK (SEE PLAN)
STEEL BEAM (SEE PLAN) W/1/4" STIFF. PLATE @ 48" O.C.
EXTERIOR VENEER(SEE ARCH.)
T/SLAB
(SEE PLAN)T/STEEL
(SEE PLAN)
8" CMU (SEE PLANFOR REINF) (TYP)
BENT PLATE 5 1/2" X3" X 1/4" CONT. (LLV)
COL & BEAM
8" DEPRESSED WEB BLOCK W/(2)-#5 CONT IN GROUT FILL
WELDABLE VERT BAR TO MATCH WALL VERTREINF TO BE WELDED TO TOP OF STEEL BEAMW/ 3/16" FILLET WELD ALL-AROUND
3 5/8"
BENT PL 3/8"x17"x7" x 10" LG. (LLV) @4'-0" O.C. (FOR BEAMS SHORTER THAN8'-0" A MINIMUM OF TWO PLCONNECTIONS PER STEEL BEAM SHALLBE USED W/ CONNECTIONS AT 3rdPOINTS, OTHERWISE, CONNECTIONS ARETO OCCUR AT 4'-0" O.C.) (SEE DETAILON 13/S-3.41)
(2)-3/4" DIA. x 6" LG. EXP. BOLTS @7" O.C. (TIGHTEN TO SET EXP. BOLT-THEN BACK OFF 1/4 TURN) (PLACEEXP. BOLT @ MIDDLE OF SLOT)
3/162" M
AX1"
MIN
3/16 3-12
CONCRETE SLAB REINF. W/WWR ON COMPOSITE FLOORDECK (SEE PLAN)
STEEL BEAM (SEE PLAN) W/1/4" STIFF. PLATE @ 48" O.C.
EXTERIOR VENEER(SEE ARCH.)
T/SLAB
(SEE PLAN)T/STEEL
(SEE PLAN)
8" CMU (SEE PLANFOR REINF) (TYP)
BENT PLATE 5 1/2" X3" X 1/4" CONT. (LLV)
COL & BEAM
8" DEPRESSED WEB BLOCK W/(2)-#5 CONT IN GROUT FILL
WELDABLE VERT BAR TO MATCH WALL VERTREINF TO BE WELDED TO TOP OF STEEL BEAMW/ 3/16" FILLET WELD ALL-AROUND
BENT PL 3/8"x17"x7" x 10" LG. (LLV) @4'-0" O.C. (FOR BEAMS SHORTER THAN8'-0" A MINIMUM OF TWO PLCONNECTIONS PER STEEL BEAM SHALLBE USED W/ CONNECTIONS AT 3rdPOINTS, OTHERWISE, CONNECTIONS ARETO OCCUR AT 4'-0" O.C.) (SEE DETAILON 13/S-3.41)
(2)-3/4" DIA. x 6" LG. EXP. BOLTS @7" O.C. (TIGHTEN TO SET EXP. BOLT-THEN BACK OFF 1/4 TURN) (PLACEEXP. BOLT @ MIDDLE OF SLOT)
3/16
3 5/8"
2" M
AX1"
MIN
3/16 3-12
CONCRETE SLAB REINF. W/ WWR ONCOMPOSITE FLOOR DECK (SEEPLAN)
STEEL BEAM (SEE PLAN) W/1/4" STIFF. PLATE @ 48" O.C.
EXTERIOR VENEER(SEE ARCH.)
T/SLAB
(SEE PLAN)T/STEEL
(SEE PLAN)
8" CMU (SEE PLANFOR REINF) (TYP)
COL & BEAM
8" DEPRESSED WEB BLOCK W/(2)-#5 CONT IN GROUT FILL
WELDABLE VERT BAR TO MATCH WALL VERTREINF TO BE WELDED TO TOP OF STEEL BEAMW/ 3/16" FILLET WELD ALL-AROUND
BENT PL 3/8"x17"x7" x 10" LG. (LLV) @4'-0" O.C. (FOR BEAMS SHORTER THAN8'-0" A MINIMUM OF TWO PLCONNECTIONS PER STEEL BEAM SHALLBE USED W/ CONNECTIONS AT 3rdPOINTS, OTHERWISE, CONNECTIONS ARETO OCCUR AT 4'-0" O.C.) (SEE DETAILON 13/S-3.41)
(2)-3/4" DIA. x 6" LG. EXP. BOLTS @7" O.C. (TIGHTEN TO SET EXP. BOLT-THEN BACK OFF 1/4 TURN) (PLACEEXP. BOLT @ MIDDLE OF SLOT)
BENT PLATE 5 1/2" X 3" X3/8" CONT. (LLV) W/ 3/4" DIA.
STUDS X 4" LG. 2'-0" O.C.
BENT PLATE 7" X 5" X3/8" CONT. (LLH)
3/16 3-12
3 5/8"
3/162" M
AX.
1" M
IN.
3/16 3-12
CONCRETE SLAB REINF. W/WWR ON COMPOSITE FLOORDECK (SEE PLAN)
STEEL BEAM (SEE PLAN) W/1/4" STIFF. PLATE @ 48" O.C.
EXTERIOR VENEER(SEE ARCH.)
T/SLAB
(SEE PLAN)T/STEEL
(SEE PLAN)
8" CMU (SEE PLANFOR REINF) (TYP)
COL & BEAM
8" DEPRESSED WEB BLOCK W/(2)-#5 CONT IN GROUT FILL
WELDABLE VERT BAR TO MATCH WALL VERTREINF TO BE WELDED TO TOP OF STEEL BEAMW/ 3/16" FILLET WELD ALL-AROUND
BENT PL 3/8"x17"x7" x 10" LG. (LLV) @4'-0" O.C. (FOR BEAMS SHORTER THAN8'-0" A MINIMUM OF TWO PLCONNECTIONS PER STEEL BEAM SHALLBE USED W/ CONNECTIONS AT 3rdPOINTS, OTHERWISE, CONNECTIONS ARETO OCCUR AT 4'-0" O.C.) (SEE DETAILON 13/S-3.41)
(2)-3/4" DIA. x 6" LG. EXP. BOLTS @7" O.C. (TIGHTEN TO SET EXP. BOLT-THEN BACK OFF 1/4 TURN) (PLACEEXP. BOLT @ MIDDLE OF SLOT)
BENT PLATE 5 1/2" X 3" X3/8" CONT. (LLV) W/ 3/4" DIA.
STUDS X 4" LG. 2'-0" O.C.
BENT PLATE 7" X 5" X3/8" CONT. (LLH)
3/16 3-12
3/162" M
AX1"
MIN
12" CMU (SEE PLAN FOR REINF -EXTEND 3'-0" INTO CONC WALL)
T/LEDGE
(SEE PLAN)
T/SLAB
VAPORRETARDER
WWR (SEE PLAN)
#5 CONT
1' -
3 5/
8"
7" 8"
2' - 6" (TYP)
1' - 3"
CONC WALL (SEE 9/S-3.22FOR REINF SIZES NOT CALLED OUT)
#4 @ 12" OC
#5 @ 10" OC x 6'-0" LG
T/SLAB
(SEE PLAN)
BENT PL 5 1/2x5 1/2x1/4 CONTW/ 3/4" DIA x 6" LG EXP
ANCHORS @ 32" OC
CONC SLAB ON COMPOSITEFLOOR DECK (SEE PLAN)
WWR (SEE PLAN)
G.C. NOTE:WALL MUST BE BACKFILLEDBEFORE ELEVATED SLABFRAMING IS ATTACHED TO WALL
SEE 6/S-3.11 FOR TYP STEEL BEAM TOCONCRETE WALL CONN (CONNECT
BEAM TO COLUMN AT LOCATIONSWHERE BEAM INTERSECTS COL - TYP)
(CLR)1"
(CLR)2"
WWR (SEE PLAN)
CONC SLAB ON COMPOSITEFLOOR DECK (SEE PLAN)
PL 3/8"x5"x CONT W/ 1/2" DIA x5" LG H.S. HEADED STUDS @ 24" OC
DEFORMED BARS TO MATCH VERTWALL REINF WELDED TO STEEL PLATEW/ 3/16" FILLET WELD ALL-AROUND
8" CMU WALL (SEE PLAN FOR REINF)
STEEL BEAM (SEE PLAN)
SEE 6/S-3.11 FOR TYP STEEL BEAM TOCONCRETE WALL CONN (CONNECTBEAM TO COLUMN AT LOCATIONSWHERE BEAM INTERSECTS COL - TYP)
STEEL COLUMN BEARING (BEYOND)(SEE PLAN) (SEE 4/S-3.11 FOR COL& BOXOUT (FULL WALL THICKNESS)
#8 @ 8" OC
#7 @ 12" OC
#5 @ 12" OC
T/SLAB
(SEE PLAN)
T/CONC LEDGE
(+)13'-0"
COL BRG
(SEE 4/S-3.11)
VAPORRETARDER
1/2" DIA x 4" LG HEADEDSTUDS @ 12" OC
#6 @ 12" OC (EXTEND 3'-0"DOWN PAST LEDGE)
WWR (SEE PLAN)
#6 @ 12" OC
#4 CONT
5 1/2"x4 1/2"x1/4" BENT PL(LLV) CONT (TYP);
7 1/2"x4 1/2"x1/4" BENT PL (LLV)CONT (@ DEPRESSED SLAB -
SEE PLAN FOR LOC'N)
3/16 3-12
7" 8"
1' - 3"
NO CMU WALL @ SIM COND
T/WALL
(+)14'-2 1/2" (TYP)
#4 @ 12" OC
SEE 5/S-3.11 FOR ADD'L REINF REQ'D@ COL & BEAM BRG LOCATIONSON CONC WALL
2' -
0"
G.C. NOTE:WALL MUST BE BACKFILLEDBEFORE ELEVATED SLABFRAMING IS ATTACHED TO WALL
(CLR)2"
(CLR)1"
(CLR)2"
(+)14'-0 1/2" (@DEP SLAB - SEE
PLAN FOR LOC'N)
1
1
WWR (SEE PLAN)
CONC SLAB ON COMPOSITEFLOOR DECK (SEE PLAN)
PL 3/8"x5"x CONT W/ 1/2"DIA x 5" LG H.S. HEADEDSTUDS @ 24" OC
DEFORMED BARS TO MATCH VERTWALL REINF WELDED TO STEEL PLATEW/ 3/16" FILLET WELD ALL-AROUND
8" CMU WALL (TYP)10" CMU WALL (@ SIM COND)(SEE PLAN FOR REINF)
SEE 9/S-3.32 FOR TYP STEEL BEAM TOCONCRETE WALL CONN (CONNECTBEAM TO COLUMN AT LOCATIONSWHERE BEAM INTERSECTS COL - TYP)
STEEL COLUMN BEARING (BEYOND)(SEE PLAN) (SEE 4/S-3.11 FOR COL& BOXOUT (FULL WALL THICKNESS)
#8 @ 8" OC
#7 @ 12" OC
#5 @ 12" OC
T/CONC LEDGE
EXTERIOR VENEER(TYP - SEE ARCH)
#6 @ 12" OC (EXTEND 3'-0"DOWN PAST LEDGE)
GROUT POCKET SOLIDBELOW GRADE
5 1/2"x4 1/2"x1/4 BENT PL(LLV) CONT
3/16 3-12
7"
10" (@ SIM)8" (TYP)
1' - 5" (@ SIM)
1' - 3" (TYP)
T/WALL
(+)14'-2 1/2"
#4 @ 12" OC
SEE 5/S-3.11 FOR ADD'L REINF REQ'D@ COL & BEAM BRG LOCATIONSON CONC WALL
T/SLAB
(SEE PLAN)
1" CLR
2" (CLR)
(SEE CIVIL)
T/GRADE
1'-0
" (M
IN)
4"F/CMUF/CONC WALL
COLUMN
1' - 3" (TYP)F/VENEER
F/CONC WALL
G.C. NOTE:WALL MUST BE BACKFILLEDBEFORE ELEVATED SLABFRAMING IS ATTACHED TO WALLLIGHTWEIGHT CAST
STONE BAND (SEE ARCH)
4" CMU GROUTED SOLID
(CLR)2"
1' - 5" (@ SIM)
5
5
CMU DOWELS TO MATCH CMU VERTREINF EXTEND 3'-0" INTO CONC WALL
8" CMU WALL (SEE PLAN FOR REINF)
T/CONC LEDGE
EXTERIOR VENEER(SEE ARCH)
GROUT POCKET SOLIDBELOW GRADE
7" 8"
1' - 3"
T/WALL
(+)14'-8"
#4 @ 12" OC
(SEE CIVIL)
T/GRADE
1'-0
" (M
IN)
F/CMUF/CONC WALL
1' - 3"F/VENEERF/CONC WALL
CONC FDN WALL(SEE 1/S-3.23FOR REINF)
(CLR)2"
(CLR)1"
(CLR)2"
WWR (SEE PLAN)
CONC SLAB ON COMPOSITEFLOOR DECK (SEE PLAN)
PL 3/8"x12"x8" W/ (4) 1/2" DIA x5" LG H.S. HEADED STUDS @ EA BM
DEFORMED BARS TO MATCH VERTWALL REINF WELDED TO STEEL PLATEW/ 3/16" FILLET WELD ALL-AROUND
8" CMU WALL (SEE PLAN FOR REINF)
T/CONC LEDGE
EXTERIOR VENEER(SEE ARCH)
GROUT POCKET SOLIDBELOW GRADE
5 1/2"x4 1/2"x1/4 BENT PL(LLV) CONT
3/16
7" 8"
1' - 3"
T/STEEL
(SEE PLAN)
#4 @ 12" OC
T/SLAB
(SEE PLAN)
1" CLR
(SEE CIVIL)
T/GRADE
1'-0
" (M
IN)
4"F/CMUF/CONC WALL
COLUMN1' - 3"F/VENEER
F/CONC WALL
CONC FND WALL(FOR REINF SEE 1/S-3.23)
2" CLR
STEEL BEAM (SEE PLAN)
INSTALL BEAM IN 1'-6" WIDE WALLPOCKET (GROUT POCKET SOLID AFTERBEAM INSTALLED)
6"
2"
5/16" STIFF PL(BOTH SIDES)
3/16
G.C. NOTE:WALL MUST BE BACKFILLEDBEFORE ELEVATED SLABFRAMING IS ATTACHED TO WALL
(CLR)2"
12" CMU (SEE PLAN FOR REINF -EXTEND 3'-0" INTO CONC WALL)
T/LEDGE
(SEE PLAN)
T/SLAB
VAPORRETARDER
WWR (SEE PLAN)
#5 CONT
1' -
3 5/
8"
7" 8"
2' - 6" (TYP)
1' - 3"
CONC WALL (SEE 9/S-3.22FOR REINF SIZES NOT CALLED OUT)
#5 @ 10" OC x 6'-0" LG
T/SLAB
(SEE PLAN)
BENT PL 5 1/2x4 1/2x1/4 (LLV) CONTW/ 3/4" DIA x 6" LG EXP
ANCHORS @ 32" OC
CONC SLAB ON COMPOSITEFLOOR DECK (SEE PLAN)
WWR (SEE PLAN)
2"
(MIN)
6"
STEEL BEAM (SEE PLAN)
INSTALL BEAM IN 1'-6" WIDE WALLPOCKET (GROUT POCKET SOLID
AFTER BEAM INSTALLED)
PL 3/8"x12"x7" W/ (4)-1/2" DIAx 5" LG H.S. STUDS @ EA BEAM
5/16" STIFF PL(BOTH SIDES)
3/16
3/16
T/STEEL
(SEE PLAN)
G.C. NOTE:WALL MUST BE BACKFILLEDBEFORE ELEVATED SLABFRAMING IS ATTACHED TO WALL
(CLR)1"
(CLR)2"
DOORWAY(SEE ARCH)
STEEL BEAM(SEE PLAN)
6" MTL STUDS @ 16" OC(DESIGN PER SPEC CRITERIA)
(TYP)
WWR (SEE PLAN)
CONC SLAB ON COMPOSITEMTL FLOOR DECK (SEE PLAN)
T/SLAB
(SEE PLAN)T/STEEL
(SEE PLAN)
T/STEEL
(SEE PLAN)
CEILING(SEE ARCH)
STEEL BEAM BEYOND(SEE PLAN)
HANGER (SEEPLAN FOR LOC'NS)3/16
(TYP @ EABEAM &
HGR)
3/16 3-12
CONCRETE SLAB REINF. W/ WWR ONCOMPOSITE FLOOR DECK (SEEPLAN)
STEEL BEAM (SEE PLAN) W/1/4" STIFF. PLATE @ 48" O.C.
EXTERIOR VENEER(SEE ARCH.) (TYP)
T/SLAB
(SEE PLAN)T/STEEL
(SEE PLAN)
BENT PLATE 5 1/2" X3" X 1/4" CONT. (LLV)
COL & BEAM
WELDABLE VERT BAR TO MATCH WALL VERTREINF TO BE WELDED TO TOP OF STEEL BEAMW/ 3/16" FILLET WELD ALL-AROUND
4 1/4" 4"
3/16 3-12
F/CMU
TUBE
RADIUSED 3/8"X9" CONT PL
LIGHTWEIGHT CASTSTONE (SEE ARCH)
RADIAL STEEL TUBE (SEE PLAN)
L3X3X1/4 @ 32" OC INFILLED W/3 5/8" MTL STUDS @ 16" OC(DESIGN PER SPEC CRITERIA)
RADIUSED STEEL PL3/8"X8 3/4" CONT
LIGHTWEIGHT CAST STONE(SEE ARCH)
BEAM & COL
1/4"
E/PLATE
5 5/8"E/PLATE
B/PLATE
(VARIES) (SEE ARCH)
T/STEEL
(VARIES)
3/16(TYP)
Peac
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Rep
lace
men
t15
30 J
OY
LAN
E, D
ECAT
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RG
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FOR
DEK
ALB
CO
UN
TY S
CH
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ISTR
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DEK
ALB
CO
UN
TY
12022.5
CHECKED BY:
DRAWN BY:
P R O J E C T N O .
C O N S U L T A N T
S E A L
S H E E T T I T L E
D A T E
S H E E T N O .
P l
a n
n i n
gF
a c
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t a t
i o n
D
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A r
c h
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2 5
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C
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3 5
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0 3
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: 4
0 4
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3 3
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4 9
3 F
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: 4
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C 2014
ARCHITECTS, INC.CHAPMAN GRIFFIN LANIER SUSSENBACH
R E L E A S E D
WRITTEN PERMISSION.
F O R C O N S T R U C T I O N
OR REPRODUCED WITHOUT THEIRARCHITECTS, INC. AND MAY NOT BE USEDCHAPMAN GRIFFIN LANIER SUSSENBACHARE 30" X 42", IS THE PROPERTY OF
THIS DRAWING, THE DIMENSIONS OF WHICH
NO.DATE DESCRIPTION
CH
APM
ANG
RIF
FIN
LAN
IER
SU
SSEN
BAC
HA
RC
HIT
ECTS
1
A
2 3 4 5 6 7 8 9
B
C
D
E
F
G
PES PROJECT NUMBER: 0213124
S-3.32
December 4, 2013
ABSNLH
FLOOR FRAMINGSECTIONS & DETAILS
SCALE: 1" = 1'-0" S-3.32SECTION 1
SCALE: 1" = 1'-0" S-3.32SECTION 2
SCALE: 1" = 1'-0" S-3.32SECTION 3
SCALE: 1" = 1'-0" S-3.32SECTION 4
SCALE: 1" = 1'-0" S-3.32SECTION 5
SCALE: 1" = 1'-0" S-3.32SECTION 6
SCALE: 1" = 1'-0" S-3.32SECTION 7
SCALE: 1" = 1'-0" S-3.32SECTION 8
SCALE: 1" = 1'-0" S-3.32SECTION 9
SCALE: 1" = 1'-0" S-3.32SECTION 10
SCALE: 1" = 1'-0" S-3.32SECTION 11
SCALE: 1" = 1'-0" S-3.32SECTION 12
9/12/2013 DESIGN DEVELOPMENTREVIEW
10/25/2013 30% CD REVIEW12/04/2013 80% CD REVIEW & GDOE
CHECK-SET
1/21/2014 100% CDS\PERMIT SET\GDOE FINAL SUBMITTAL
3/11/2014 ISSUED FOR BIDS4/14/2014 1 ADDENDUM #24/25/2014 5 ADDENDUM #5
3/16 3-12
CONCRETE SLAB REINF. W/ WWRON METAL DECK (SEE PLAN)
STEEL BEAM (SEE PLAN) W/1/4" STIFF. PLATE @ 48" O.C.
EXTERIOR VENEER(SEE ARCH.)
T/SLAB
(SEE PLAN)T/STEEL
(SEE PLAN)
COL & BEAM
WELDABLE VERT BAR TO MATCH WALL VERTREINF TO BE WELDED TO TOP OF STEEL BEAMW/ 3/16" FILLET WELD ALL-AROUNDBENT PLATE 5 1/2" X 3" X
3/8" CONT. (LLV) W/ 3/4" DIA.STUDS X 4" LG. 2'-0" O.C.
3/16 3-12
3 5/8"
8"
BEAM
T/STEEL
(SEE PLAN)
STEEL BEAM (SEE PLAN)W/ 1/4" STIFF PL @ 48" OC
JOIST BRIDGING(SEE PLAN)
METAL ROOF DECK(SEE PLAN)
L4X4X1/4 CONT
3/16 3-12
CONCRETE SLAB REINF. W/ WWRON METAL DECK (SEE PLAN)
STEEL BEAM (SEE PLAN) W/1/4" STIFF. PLATE @ 48" O.C.
EXTERIOR VENEER(SEE ARCH.)
T/SLAB
(SEE PLAN)T/STEEL
(SEE PLAN)
COL & BEAM
WELDABLE VERT BAR TO MATCH WALL VERTREINF TO BE WELDED TO TOP OF STEEL BEAMW/ 3/16" FILLET WELD ALL-AROUNDBENT PLATE 5 1/2" X 3" X
3/8" CONT. (LLV) W/ 3/4" DIA.STUDS X 4" LG. 2'-0" O.C.
3/16 3-12
3 5/8"
8"
BEAM
T/STEEL
(SEE PLAN)
STEEL BEAM (SEE PLAN)W/ 1/4" STIFF PL @ 48" OC
JOIST BRIDGING(SEE PLAN)
METAL ROOF DECK(SEE PLAN)
L4X4X1/4 CONT
WWR (SEE PLAN)
CONC SLAB ON COMPOSITEFLOOR DECK (SEE PLAN)
PL 3/8"x5"x CONT W/ 1/2" DIA x5" LG H.S. HEADED STUDS @ 24" OC
DEFORMED BARS TO MATCH VERTWALL REINF WELDED TO STEEL PLATEW/ 3/16" FILLET WELD ALL-AROUND
8" CMU WALL (SEE PLAN FOR REINF)
STEEL BEAM (SEE PLAN)
SEE 6/S-3.11 FOR TYP STEEL BEAM TOCONCRETE WALL CONN (CONNECTBEAM TO COLUMN AT LOCATIONSWHERE BEAM INTERSECTS COL - TYP)
STEEL COLUMN BEARING (BEYOND)(SEE PLAN) (SEE 4/S-3.11 FOR COL& BOXOUT (FULL WALL THICKNESS)
#9 @ 6" OC
#8 @ 8" OC
#6 @ 12" OC
T/SLAB
(SEE PLAN)
T/CONC LEDGE
COL BRG
(SEE PLAN)
VAPORRETARDER
1/2" DIA x 4" LG HEADEDSTUDS @ 12" OC
#6 @ 12" OC (EXTEND 3'-0"DOWN PAST LEDGE)
WWR (SEE PLAN)
#6 @ 12" OC
#4 CONT
5 1/2"x4 1/2"x1/4 BENT PL(LLV) CONT
3/16 3-12
7" 8"
1' - 3"
NO CMU WALL @ SIM COND
T/WALL
(+)14'-2 1/2"
#4 @ 12" OC
SEE 5/S-3.11 FOR ADD'L REINF REQ'D@ COL & BEAM BRG LOCATIONSON CONC WALL
2' -
0"
G.C. NOTE:WALL MUST BE BACKFILLEDBEFORE ELEVATED SLABFRAMING IS ATTACHED TO WALL WWR (SEE PLAN)
CONC SLAB ON COMPOSITEFLOOR DECK (SEE PLAN)
PL 3/8"x5"x CONT W/ 1/2" DIA x5" LG H.S. HEADED STUDS @ 24" OC
DEFORMED BARS TO MATCH VERTWALL REINF WELDED TO STEEL PLATEW/ 3/16" FILLET WELD ALL-AROUND
8" CMU WALL (SEE PLAN FOR REINF)
STEEL BEAM (SEE PLAN)
SEE 6/S-3.11 FOR TYP STEEL BEAM TOCONCRETE WALL CONN (CONNECTBEAM TO COLUMN AT LOCATIONSWHERE BEAM INTERSECTS COL - TYP)
STEEL COLUMN BEARING (BEYOND)(SEE PLAN) (SEE 4/S-3.11 FOR COL& BOXOUT (FULL WALL THICKNESS)
#9 @ 6" OC
#8 @ 8" OC
#6 @ 12" OC
T/SLAB
(SEE PLAN)
T/CONC LEDGE
(+)13'-0"
COL BRG
(SEE 4/S-3.11)
VAPORRETARDER
1/2" DIA x 4" LG HEADEDSTUDS @ 12" OC
#6 @ 12" OC (EXTEND 3'-0"DOWN PAST LEDGE)
WWR (SEE PLAN)
#6 @ 12" OC
#4 CONT
5 1/2"x4 1/2"x1/4 BENT PL(LLV) CONT
3/16 3-12
7" 8"
1' - 3"
NO CMU WALL @ SIM COND
T/WALL
(+)14'-2 1/2"
#4 @ 12" OC
SEE 5/S-3.11 FOR ADD'L REINF REQ'D@ COL & BEAM BRG LOCATIONSON CONC WALL
2' -
0"
G.C. NOTE:WALL MUST BE BACKFILLEDBEFORE ELEVATED SLABFRAMING IS ATTACHED TO WALL
8" CMU (SEE PLAN FORREINF) (TYP)
8" DEPRESSED WEB BLOCKW/ (2) - #5 CONT IN GROUTFILLED CELL
16 GA CORRUGATED METALSTRAP (2"W x 10"L) @ 32" OCW/ 8" TURNED DOWN INTOMORTAR JOINT. WELD TOBEAM W/ 1/8" FILLET WELDON BOTH SIDES
2" (M
AX)
1" (M
IN) L2x2x3/16 CONT
EXT VENEER(SEE ARCH) (TYP)
1/8 2-12
INTERIOR FINISH (SEE ARCH)
T/STEEL
(SEE PLAN)
WELDABLE VERT BAR TO MATCH WALL VERTREINF TO BE WELDED TO TOP OF STEEL BEAMW/ 3/16" FILLET WELD ALL-AROUND
8" CMU (SEE PLAN FOR REINF)
4" CMU GROUTED SOLID
LIGHT WEIGHT CAST STONEBAND (SEE ARCH)
STEEL BEAM (SEE PLAN)
4"F/CMU
COL & BM
3 1/2"E/PLATE
3/8" x 7 1/2" CONT STEEL PL
3/16" 3-12
5
8" CMU (SEE PLAN FORREINF) (TYP)
8" DEPRESSED WEB BLOCKW/ (2) - #5 CONT IN GROUTFILLED CELL
16 GA CORRUGATED METALSTRAP (2"W x 10"L) @ 32" OCW/ 8" TURNED DOWN INTOMORTAR JOINT. WELD TOBEAM W/ 1/8" FILLET WELDON BOTH SIDES
2" (M
AX)
1" (M
IN)
EXT VENEER(SEE ARCH) (TYP)
1/8 2-12
INTERIOR FINISH(SEE ARCH)
T/STEEL
(SEE PLAN)
WELDABLE VERT BAR TO MATCHWALL VERT REINF TO BE WELDED TOTOP OF STEEL PLATE W/ 3/16" FILLETWELD ALL-AROUND
8" CMU (SEE PLAN FOR REINF)
STEEL BEAM(SEE PLAN)
3/8" x 1'-1" CONTSTEEL PL W/ 5/16"
STIFF PL @ 24" O.C.
3/16 3-12
8" CMU SILL (SEE MASONRYLINTEL SCHED ON S-0.02)
GLAZING (SEEA RCH)
COL & BM4"
3 1/2"E/PLATE
3"
3"
5
2" M
AX1"
MIN
COL & BEAM
DEFORMED BARS TO MATCHVERT WALL REINF WELDED TOSTEEL BEAM W/ ALL AROUND5/16" FILLET WELD
WWR (SEE PLAN)CONC SLAB ON COMPOSITEMETAL DECK (SEE PLAN)
8" CMU REINF W/ #5 @ 40" OC(SEE SCHED ON S-4.11 FOR REQ'D
GROUT SPACING & SHEAR WALL REINF)
STEEL BEAM (SEE PLAN)
3/16
BENT PL 3/8"x15"x7" x 10" LG (LLV) @4'-0" OC (FOR BEAMS SHORTER THAN8'-0" A MIN OF TWO PL CONN PER STEELBEAM SHALL BE USED W/ CONN AT 3rd POINTS,OTHERWISE CONN ARE TO OCCUR AT 4'-0" OC)(SEE DETAIL 13/S-3.41) (NOT @ SIM COND)
(2)-3/4" DIA X 6" LG EXP BOLTS @7" OC (TIGHTEN TO SET EXP BOLT -EXP BOLT @ MIDDLE OF SLOT)(NOT @ SIM COND)
8" DEPRESSED WEB BLOCK W/(2)-#5 CONT IN GROUT FILLED CELL
GROUT STOP
8" CMU REINF W/ #5 @ 40" OC(SEE SCHED ON S-4.11 FOR REQ'D
GROUT SPACING & WALLREINF @ SHEAR WALLS)
SEE 6 & 7/S-4.11 FOR STIFF PLATES REQ'D@ SHEAR WALLS (NOT REQ'D @ SIM COND)
T/SLAB
(SEE PLAN)T/STEEL
(SEE PLAN)
NO CMU WALL ABOVESLAB @ SIM COND
2" M
AX1"
MIN
COL & BEAM
DEFORMED BARS TO MATCHVERT WALL REINF WELDED TOSTEEL BEAM W/ ALL AROUND5/16" FILLET WELD
WWR (SEE PLAN)CONC SLAB ON COMPOSITEMETAL DECK (SEE PLAN)
8" CMU REINF W/ #5 @ 40" OC(SEE SCHED ON S-4.11 FOR REQ'D
GROUT SPACING & SHEAR WALL REINF)
STEEL BEAM (SEE PLAN)
3/16
BENT PL 3/8"x15"x7" x 10" LG (LLV) @4'-0" OC (FOR BEAMS SHORTER THAN8'-0" A MIN OF TWO PL CONN PERSTEEL BEAM SHALL BE USED W/ CONNAT 3rd POINTS, OTHERWISE CONN ARETO OCCUR AT 4'-0" OC) (SEE DETAIL13/S-3.41)
(2)-3/4" DIA X 6" LG EXP BOLTS @7" OC (TIGHTEN TO SET EXP BOLT -EXP BOLT @ MIDDLE OF SLOT)
8" DEPRESSED WEB BLOCK W/(2)-#5 CONT IN GROUT FILLED CELL
GROUT STOP
8" CMU REINF W/ #5 @ 40" OC(SEE SCHED ON S-4.11 FOR REQ'D
GROUT SPACING & WALLREINF @ SHEAR WALLS)
SEE 6 & 7/S-4.11 FOR STIFF PLATESREQ'D @ SHEAR WALLS
T/SLAB
(SEE PLAN)T/STEEL
(SEE PLAN)
NO CMU WALL ABOVESLAB @ SIM COND
STEEL BEAM BEYOND(SEE PLAN)
COL & BEAM
DOWELS MATCHING VERT WALL REINF TOBE EXTENDED THROUGH DECK & SLAB(PRIOR TO SLAB POUR). LAP BARS PERSCHED ON S-0.02 ABOVE & BELOW SLAB.
WWR (TYP - SEE PLAN)
CONC SLAB ON COMPOSITEMETAL DECK (TYP - SEE PLAN)
8" CMU REINF W/ #5 @ 40" OC(SEE SCHED ON S-4.11 FOR REQ'D
GROUT SPACING & SHEAR WALL REINF)
STEEL BEAM (SEE PLAN) W/1/4" STIFF PL @ 48" OC (FS)
3/16
BENT PL 3/8"x15"x5" x 10" LG (LLV) @4'-0" OC (FOR BEAMS SHORTER THAN8'-0" A MIN OF TWO PL CONN PER STEELBEAM SHALL BE USED W/ CONN AT 3rd POINTS,OTHERWISE CONN ARE TO OCCUR AT 4'-0" OC)(SEE DETAIL 13/S-3.41)
(2)-3/4" DIA X 6" LG EXP BOLTS @7" OC (TIGHTEN TO SET EXP BOLT -EXP BOLT @ MIDDLE OF SLOT)
STEEL BEAM BEYOND(SEE PLAN)
8" DEPRESSED WEB BLOCK W/(2)-#5 CONT IN GROUT FILLED CELL
GROUT STOP
8" CMU REINF W/ #5 @ 40" OC(SEE SCHED ON S-4.11 FOR REQ'D
GROUT SPACING & WALLREINF @ SHEAR WALLS)
SEE 6 & 7/S-4.11 FOR STIFF PLATES REQ'D@ SHEAR WALLS (NOT REQ'D @ SIM COND)
F/CMU 5 7/8"
T/SLAB
(SEE PLAN)T/STEEL
(SEE PLAN)
8" DEPRESSED WEB BLOCK W/(2)-#5 CONT IN GROUT FILLED CELL
ON
S-0
.02
LAP
PER
SC
HED
ON
S-0
.02
LAP
PER
SC
HED
T/SLAB
(SEE PLAN)
L8X8X1/2 CONT W/ 1/4"STIFF PL @ 48" OC
3/16 3-12 1
COL & BEAM
DOWELS TO MATCH VERTWALL REINF
WWR (TYP - SEE PLAN)
CONC SLAB ON COMPOSITEMETAL DECK (TYP - SEE PLAN)
8" CMU (SEE ARCH) (SEE SCHEDON 13/S-3.21 FOR REINF REQ'D)
STEEL BEAM (SEE PLAN) W/1/4" STIFF PL @ 48" OC (FS)
STEEL BEAM BEYOND(SEE PLAN)
F/CMU 5 7/8"
T/SLAB
(SEE PLAN)T/STEEL
(SEE PLAN)
ON
S-0
.02
LAP
PER
SC
HED
T/SLAB
(SEE PLAN)
L8X8X1/2 CONT W/ 1/4"STIFF PL @ 48" OC
3/16 3-12
COL & BEAM
DOWELS TO MATCH VERTWALL REINF
WWR (TYP - SEE PLAN)
CONC SLAB ON COMPOSITEMETAL DECK (TYP - SEE PLAN)
8" CMU (SEE ARCH) (SEE SCHEDON 13/S-3.21 FOR REINF REQ'D)
STEEL BEAM (SEE PLAN) W/1/4" STIFF PL @ 48" OC (FS)
T/SLAB
(SEE PLAN)T/STEEL
(SEE PLAN)
ON
S-0
.02
LAP
PER
SC
HED
T/SLAB
(SEE PLAN)
L8X8X1/2 CONT W/ 1/4"STIFF PL @ 48" OC
3/16 3-12
F/CMU = E/SLAB COL & BEAM
WWR (TYP -SEE PLAN)
CONC SLAB ON COMPOSITEMETAL DECK (TYP - SEE PLAN)
STEEL BEAM (SEE PLAN) W/1/4" STIFF PL @ 48" OC (NS)
STEEL BEAM BEYOND(TYP - SEE PLAN)
T/SLAB
(SEE PLAN)T/STEEL
(SEE PLAN)
T/SLAB
(SEE PLAN)
L8X8X1/2 CONT W/ 1/4"STIFF PL @ 48" OC
3/16 3-12
5'-11".
Peac
hcre
st E
lem
enta
rySc
hool
Rep
lace
men
t15
30 J
OY
LAN
E, D
ECAT
UR
, GEO
RG
IA
FOR
DEK
ALB
CO
UN
TY S
CH
OO
L D
ISTR
ICT,
DEK
ALB
CO
UN
TY
12022.5
CHECKED BY:
DRAWN BY:
P R O J E C T N O .
C O N S U L T A N T
S E A L
S H E E T T I T L E
D A T E
S H E E T N O .
P l
a n
n i n
gF
a c
i l i
t a t
i o n
D
e s
i g
n
A r
c h
i t e
c t
u r e
2 5
0 0
C
u m
b e
r l a
n d
P
k w
y. S
u i t e
3 5
0 A
t l a
n t a
, G
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r g
i a
3
0 3
3 9
P
h o
n e
: 4
0 4
. 7
3 3
. 5
4 9
3 F
a x
: 4
0 4
. 7
3 3
. 6
8 0
4
C 2014
ARCHITECTS, INC.CHAPMAN GRIFFIN LANIER SUSSENBACH
R E L E A S E D
WRITTEN PERMISSION.
F O R C O N S T R U C T I O N
OR REPRODUCED WITHOUT THEIRARCHITECTS, INC. AND MAY NOT BE USEDCHAPMAN GRIFFIN LANIER SUSSENBACHARE 30" X 42", IS THE PROPERTY OF
THIS DRAWING, THE DIMENSIONS OF WHICH
NO.DATE DESCRIPTION
CH
APM
ANG
RIF
FIN
LAN
IER
SU
SSEN
BAC
HA
RC
HIT
ECTS
1
A
2 3 4 5 6 7 8 9
B
C
D
E
F
G
PES PROJECT NUMBER: 0213124
S-3.33
December 4, 2013
ABSNLH
FLOOR FRAMINGSECTIONS & DETAILS
SCALE: 1" = 1'-0" S-3.33SECTION 2
SCALE: 1" = 1'-0" S-3.33SECTION 1
SCALE: 1" = 1'-0" S-3.33SECTION 5
SCALE: 1" = 1'-0" S-3.33SECTION 6
SCALE: 1" = 1'-0" S-3.33SECTION 3
SCALE: 1" = 1'-0" S-3.33SECTION 4
SCALE: 1" = 1'-0" S-3.33SECTION 7
SCALE: 1" = 1'-0" S-3.33SECTION 8
SCALE: 1" = 1'-0" S-3.33SECTION 9
1/21/2014 100% CDS\PERMIT SET\GDOE FINAL SUBMITTAL
3/11/2014 ISSUED FOR BIDS4/14/2014 1 ADDENDUM #24/25/2014 5 ADDENDUM #5
SCALE: 1" = 1'-0" S-3.33SECTION 10
SCALE: 1" = 1'-0" S-3.33SECTION 11
SCALE: 1" = 1'-0" S-3.33SECTION 12
1 1
1