J: 3X3203-CD'sDrawingsPlansPeachcrest ES-Main C200 (1) · 2014-04-28 · for top, and 1.5 for other...

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


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



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



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



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



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:


(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


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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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 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


9

S-3.31

(SIM)

(TYP @SW)

(SIM)

5


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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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


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



CHECK-SET


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)


T/FTG=14'-0"

T/FTG=12'-8"


(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).



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.


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).


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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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

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P

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u i t e

3 5

0 A

t l a

n t a

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0 3

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P

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: 4

0 4

. 7

3 3

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4 9

3 F

a x

: 4

0 4

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3 3

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8 0

4

C 2014


R E L E A S E D

WRITTEN PERMISSION.




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


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



CHECK-SET



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:



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.


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:


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


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

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TH

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Rep

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LAN

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DEK

ALB

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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

u r e

2 5

0 0

C

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b e

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P

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u i t e

3 5

0 A

t l a

n t a

, G

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3

0 3

3 9

P

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: 4

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3 3

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4 9

3 F

a x

: 4

0 4

. 7

3 3

. 6

8 0

4

C 2014


R E L E A S E D

WRITTEN PERMISSION.




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


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



CHECK-SET



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


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


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 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:



1. 2






10.



8.




12.



13.

14.



SW-#











PRO

JEC

T N

OR

TH

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

e o

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


R E L E A S E D

WRITTEN PERMISSION.




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


KEY PLAN

S-2.33

December 4, 2013

ABSNLH

LEVEL 300 PARTIALFLOOR & ROOFFRAMING PLANSCALE: 1/8" = 1'-0" S-2.33




CHECK-SET



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


12K1

3

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"


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-3.41 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:



1. 2






10.



8.




12.



13.

14.



SW-#











PRO

JEC

T N

OR

TH

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

e o

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


R E L E A S E D

WRITTEN PERMISSION.




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


KEY PLAN

S-2.34

December 4, 2013

ABSNLH

LEVEL 300 PARTIALFLOOR & ROOFFRAMING PLAN

SCALE: 1/8" = 1'-0" S-2.34




CHECK-SET



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



/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.



2.

3.

4.

DENOTES 22 GAUGE 1 1/2" B WIDE RIB METAL ROOF DECKMINIMUM DECK PROPERTIES:


5. 4 DENOTES 20 GAUGE 3" N WIDE RIB METAL ROOF DECKMINIMUM DECK PROPERTIES:


6. 5 DENOTES 18 GAUGE 2" VERSA-DEK ACOUSTICAL METALROOF DECKMINIMUM DECK PROPERTIES:


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).


9.



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. 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.


15. "xx kip" AT END OF BEAMS DENOTE MINIMUM UNFACTORED (ASD) REACTIONS FOR CONNECTION DESIGN.IF REACTION IS NOT SHOWN, DESIGN FOR 20 K.


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CHECKED BY:

DRAWN BY:

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WRITTEN PERMISSION.




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


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



CHECK-SET



"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"



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"


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.

*


BP-7(BRG ON CORNER OF WALL)


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 1/2" THICK BASE PL.



2 1/2" 5" 5" 2 1/2"

2 1/

2"5"

5"2

1/2"

1' -

3"

1' - 3"


* 1" THICK BASE PL.



2" 5" 5" 2"

2"5"

5"2"

1' -

2"

1' - 2"


*2" THICK BASE PL.* WELD SIZE EQUAL TO

COL. WALL THICKNESS


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)


*2" THICK BASE PL.

2 1/

2"9

1/2"

9 1/

2"2

1/2"


BP-9(BRG. ON WALL)

1' - 8"

2' -

0"


* 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"




* 2" THICKBASE PL.

4"2 1/2"


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"




* 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"


2" THICK BASE PL.

*



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)


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.


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)


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

st E

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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

e o

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


R E L E A S E D

WRITTEN PERMISSION.




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


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



CHECK-SET


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




(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


#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


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)



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"


EXT VENEER(SEE ARCH)

8" CMU (SEE PLAN)

DOWELS TO MATCH VERT WALL REINF W/2'-0" EMBED INTO CONC WALL


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"

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

e o

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


R E L E A S E D

WRITTEN PERMISSION.




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


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



CHECK-SET



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.


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




T/SLAB

(SEE PLAN)T/STEEL

(SEE PLAN)



COL & BEAM





3/16

3 5/8"

2" M

AX1"

MIN

3/16 3-12

CONCRETE SLAB REINF. W/ WWR ONCOMPOSITE FLOOR DECK (SEEPLAN)



T/SLAB

(SEE PLAN)T/STEEL

(SEE PLAN)


COL & BEAM





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




T/SLAB

(SEE PLAN)T/STEEL

(SEE PLAN)


COL & BEAM





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


WWR (SEE PLAN)


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)


PL 3/8"x5"x CONT W/ 1/2" DIA x5" LG H.S. HEADED STUDS @ 24" OC




SEE 6/S-3.11 FOR TYP STEEL BEAM TOCONCRETE WALL CONN (CONNECTBEAM TO COLUMN AT LOCATIONSWHERE BEAM INTERSECTS COL - TYP)


#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



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"


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"


(CLR)2"

(CLR)1"

(CLR)2"

(+)14'-0 1/2" (@DEP SLAB - SEE

PLAN FOR LOC'N)

1

1

WWR (SEE PLAN)


PL 3/8"x5"x CONT W/ 1/2"DIA x 5" LG H.S. HEADEDSTUDS @ 24" OC


8" CMU WALL (TYP)10" CMU WALL (@ SIM COND)(SEE PLAN FOR REINF)



#8 @ 8" OC

#7 @ 12" OC

#5 @ 12" OC

T/CONC LEDGE

EXTERIOR VENEER(TYP - SEE ARCH)


GROUT POCKET SOLIDBELOW GRADE


3/16 3-12

7"

10" (@ SIM)8" (TYP)

1' - 5" (@ SIM)

1' - 3" (TYP)

T/WALL

(+)14'-2 1/2"

#4 @ 12" OC


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)


(CLR)2"

1' - 5" (@ SIM)

5

5

CMU DOWELS TO MATCH CMU VERTREINF EXTEND 3'-0" INTO CONC WALL


T/CONC LEDGE

EXTERIOR VENEER(SEE ARCH)


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)


PL 3/8"x12"x8" W/ (4) 1/2" DIA x5" LG H.S. HEADED STUDS @ EA BM



T/CONC LEDGE

EXTERIOR VENEER(SEE ARCH)



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


INSTALL BEAM IN 1'-6" WIDE WALLPOCKET (GROUT POCKET SOLID AFTERBEAM INSTALLED)

6"

2"

5/16" STIFF PL(BOTH SIDES)

3/16


(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


WWR (SEE PLAN)

2"

(MIN)

6"


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)


(CLR)1"

(CLR)2"

DOORWAY(SEE ARCH)


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)


EXTERIOR VENEER(SEE ARCH.) (TYP)

T/SLAB

(SEE PLAN)T/STEEL

(SEE PLAN)


COL & BEAM


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

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OY

LAN

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ALB

CO

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CH

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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

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

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P

k w

y. S

u i t e

3 5

0 A

t l a

n t a

, G

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i a

3

0 3

3 9

P

h o

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: 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


R E L E A S E D

WRITTEN PERMISSION.




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


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



CHECK-SET



3/16 3-12

CONCRETE SLAB REINF. W/ WWRON METAL DECK (SEE PLAN)



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)



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)








#9 @ 6" OC

#8 @ 8" OC

#6 @ 12" OC

T/SLAB

(SEE PLAN)

T/CONC LEDGE

COL BRG

(SEE PLAN)

VAPORRETARDER



WWR (SEE PLAN)

#6 @ 12" OC

#4 CONT


3/16 3-12

7" 8"

1' - 3"


T/WALL

(+)14'-2 1/2"

#4 @ 12" OC


2' -

0"

G.C. NOTE:WALL MUST BE BACKFILLEDBEFORE ELEVATED SLABFRAMING IS ATTACHED TO WALL WWR (SEE PLAN)








#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



WWR (SEE PLAN)

#6 @ 12" OC

#4 CONT


3/16 3-12

7" 8"

1' - 3"


T/WALL

(+)14'-2 1/2"

#4 @ 12" OC


2' -

0"


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)


8" CMU (SEE PLAN FOR REINF)


LIGHT WEIGHT CAST STONEBAND (SEE ARCH)


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)


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)


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


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)




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)


GROUT STOP



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


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)



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)



GROUT STOP



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)


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



8" CMU (SEE ARCH) (SEE SCHEDON 13/S-3.21 FOR REINF REQ'D)



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)


3/16 3-12

COL & BEAM

DOWELS TO MATCH VERTWALL REINF



8" CMU (SEE ARCH) (SEE SCHEDON 13/S-3.21 FOR REINF REQ'D)


T/SLAB

(SEE PLAN)T/STEEL

(SEE PLAN)

ON

S-0

.02

LAP

PER

SC

HED

T/SLAB

(SEE PLAN)


3/16 3-12

F/CMU = E/SLAB COL & BEAM

WWR (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)


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

e o

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


R E L E A S E D

WRITTEN PERMISSION.




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


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



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

J: 3X3203-CD'sDrawingsPlansPeachcrest ES-Main C200 (1) · 2014-04-28 · for top, and 1.5 for other...

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Transcript of J: 3X3203-CD'sDrawingsPlansPeachcrest ES-Main C200 (1) · 2014-04-28 · for top, and 1.5 for other...