web connection schedule - clarkenersen.com no. 2... · beam size web plate (5) weld size bolts ......

BEAM SIZE

WEB PLATE(5)

WELDSIZE

BOLTS(3) & (5)

SINGLE PLATE CONNECTIONS

WEB CONNECTION SCHEDULE

1. THESE CONNECTION TYPES ARE TO BE USED FOR ALL BEAMS UNLESS SPECIFICALLYDETAILED OTHERWISE IN THE CONTRACT DOCUMENTS.2. ALL DIMENSIONS SHOW IN THE CONNECTION DETAILS & CONNECTION SCHEDULESHALL BE MAINTAINED UNLESS PRE-APPROVED BY ENGINEER OF RECORD.3. NUMBERS IN PARENTHESIS REFERENCE 'GENERAL NOTES - STEEL' ON SHEET S0.00

W8x10

W10x12W10x19

W12x14W12x19W12x22W12x26W12x35W12x40W12x45

W14x22W14x26W14x43W14x53

W16x26W16x31W16x36W16x40

W18x35W18x40W18x46W18x50W18x55W18x65

W24x55W24x68W24x76

W27x84

W30x90W30x99W30X108

5/16" 1/4" 2 - 3/4"Ø

5/16" 1/4" 2 - 3/4"Ø

5/16" 1/4" 3 - 3/4"Ø

5/16" 1/4" 3 - 3/4"Ø

3/8" 5/16" 4 - 3/4"Ø

3/8" 5/16" 4 - 3/4"Ø

3/8" 5/16" 6 - 3/4"Ø

3/8" 5/16" 7 - 3/4"Ø

3/8" 5/16" 8 - 3/4"Ø

1010 Lincoln Mall, Suite 200 Lincoln, NE 68508-2883402 477.9291 Fax 402 477.6542Kansas City, MO Fairway, KS

Architecture + Landscape Architecture + Engineering + Interiors

Revision of Sheet: S4.01

Tilden, NE 68781

www.clarkenersen.com

Elkhorn Valley Schools Addition and Renovation

TCEP No.: 046-001-15

Date: 01/05/17

Addendum #02

Supplemental Drawing: SDS-001

A2

AD AC AB AAAC.1 AA.9

BUILDING FACE, VIF5' - 0 3/8" TO EXISTING

33' - 11 1/4" 18' - 0 3/4" 35' - 11 1/4"

2' - 4" 3' - 0" 9' - 4 3/4" 3' - 0" 4"

D A

1

3

A1

2

X0

E

2'-6" WIDE x 12" DEEP CONT. FOOTINGw/ 3-#5's LONGITUDINAL & #5'sTRANSVERSE @ 12" O.C. @ BOTTOM

2'-6" WIDE x 3'-6" DEEP GRADE BEAMw/ 3-#5's TOP & BOTTOM & 2-#5's @MID W/ #4 CLOSED TIES @ 24" O.C.

87' - 11 1/4"

A3 A3

1' - 3"1' - 3" 1' - 9"

47' - 8"

101' - 3 3/8" FIELD VERIFY 57' - 11"

EXG BUILDING

5" TO FACE OF

8' - 0"

60' - 0"

AREA 'A'

AREA 'B'

AREA 'A'

AREA 'B'

4" CONCRETE SLAB-ON-GRADE

W/ 6x6-W2.9xW2.9 WWM ONCLASS A VAPOR BARRIER ON

4" GRANULAR BASE,FINISHED FLOOR EL = 100'-0"




NON-LOAD BEARINGLIGHT GAUGE STEELSTUD WALL, TYP

PRE-ENGINEERED INSULATEDSTRUCTURAL PRECAST WALL PANEL





NON-LOAD BEARING LIGHTGAUGE STEEL STUD WALL, TYP

PRE-ENGINEEREDSTRUCTURALPRECAST WALL PANEL

99' - 4"

17' - 9 1/8"

7' - 5 5/8"

1' - 3"

21' - 2 1/4"

22' - 7 5/8"

4"3' - 0"

8"

6' - 8"

8"

2' - 8"

8"

3' - 4" 8" 8" WIDE x 3'-6" DEEP GRADE BEAM W/ 1-#5 @TOP & BTM W/ #4's VERTICAL @ 24" O.C., TYP

5" CONCRETE STRUCTURAL STOOP W/ #4's@ 12" O.C. EACH WAY ON 4" VOID FORM

8" WIDE x 3'-6" DEEP GRADE BEAM W/ 1-#5 @TOP & BTM W/ #4's VERTICAL @ 24" O.C., TYP


2' - 8" 8"

99' - 4"

PRE-ENGINEEREDINSULATED STRUCTURALPRECAST WALL PANEL

PRE-ENGINEEREDINSULATED STRUCTURALPRECAST WALL PANEL

3' - 6"

8"5' - 8"

8"

1' - 9"

5" CONCRETE STRUCTURALSTOOP W/ #4's @ 12" O.C.EACH WAY ON 4" VOID FORM

3'-6" DEEP GRADE BEAM, SEELANDSCAPE FORADDITIONAL REQUIREMENTS

AA.8AC.2

2.3

4" HOUSEKEEPING PAD,SEE DETAIL #6/S3.03, SIM

8" 6' - 4"

2' - 0" 1' - 0"

1' - 0"

3' - 0 3/8"

1' - 9 5/8"

5' - 2"

9' - 5" 48' - 6"

12" DEEP PAD FOOTINGW/ #5's @ 12" O.C.EACH WAY @ BOTTOM

1' - 0"8"

3 5/8"

4' - 10 5/8" 8" 8' - 11 1/2" 8" 3' - 2"

8"

1' - 0"

1

S7.01

8" WIDE x 2'-6" DEEP GRADEBEAM W/ 1-#5 @ TOP & BTMW/ #4's VERT @ 24" O.C., TYP

96' - 10"

1' - 0 3/8"

1' - 5 5/8"

EXG FOUNDATION, TYP

10"

8"4 3/8"

6' - 9 5/8"

1' - 11" FV


8" WIDE x 3'-6" DEEP GRADEBEAM W/ 1-#5 @ TOP & BTM W/#4's VERTICAL @ 24" O.C., TYP

COAT ALL BELOW GRADE STEEL(INCLUDING BASE PLATES & ANCHORBOLTS) HEAVILY W/ ASPHALTIC MASTIC



2'-6" WIDE x 12" DEEP CONT. FOOTINGw/ 3-#5's LONGITUDINAL & #5'sTRANSVERSE @ 12" O.C. @ BOTTOM

1' - 9" 1' - 3"1' - 3"

1' - 3"

1' - 3"

1' - 3"

1' - 3"

1' - 9" 1' - 3"1' - 3" 1' - 3"1' - 3" 1' - 9"

1' - 9" 1' - 3"1' - 3" 1' - 3"1' - 3" 1' - 9"



4'-0" WIDE x 2'-10" DEEP GRADE BEAMw/ 4-#6's TOP & BOTTOM & 2-#6's @MID W/ #4 CLOSED TIES @ 24" O.C.T.O. GRADE BEAM = 98'-8"


10"

10"

10"

1' - 10"8" 2"

1' - 10"8' - 5"

1' - 7"

10"1' - 7"

11"

8" 11"


SS


S S


18

S3.03

VENEER SHALL BEAR ON GRADEBEAM, PROVIDE 1/2" EXPANSION JOINTW/ ROD STOCK & SEALANT BETWEENSTOOP SLAB & VENEER, TYP



SHEAR PANELS ARE INDICATED ON THEFOUNDATION PLAN BY SOLID LINES WITHINWALLS. LENGTH OF SHEAR PANELS AREGIVEN ADJACENT TO PANEL LOCATION. SEETHE TYPICAL SHEAR PANEL ELEVATION FORCONSTRUCTION REQUIREMENTS

8'-0"8'-0"8'-0"8'-0"

8'-0"

8'-0"

8'-0"

8'-0"

LINE OF FLOOR TRANSITION

PROVIDE 1" EXPANSION JOINT BETWEENNEW & EXISTING FOUNDATIONS, TYP

1A

S3.03

TYP

1A

S3.03

16' - 10" 8" 4' - 8" 8" 25' - 0" 8" 4' - 8" 8" 9' - 4" 8" 4' - 8" 8"

8"5' - 4"

SIM1A

S3.03SIM

1A

S3.03SIM

12

S3.03

TYP

12

S3.03TYP

12

S3.03

1A

S3.03

1A

S3.03

13

S3.03

TYP

13

S3.03

TYP

8"5' - 4"

8"5' - 4"





2' - 1 5/8"

6' - 2" 7' - 8" 6' - 2" 10' - 8" 4' - 8" 13' - 0" 3' - 0"

1' - 3"

1' - 3"

1' - 3"

1' - 3"

16

S3.03

TYP

16

S3.03

TYP

1A

S3.03

16

S3.03

17

S3.03PATCH CONCRETE SLAB REMOVED FORSANITARY INSTALLATION, COORDINATEEXACT LOCATION W/ MECH


SIM

6"x16 GA STEEL STUD WALLANCHORED TO EXG CMU,SEE #1&2/S2.01 SIM

NEW 8" WIDE CIP CONCRETEWALL W/ #5's EACH WAY @8" O.C., EMBED REBAR 4" MININ EXG CMU WALLS @ SIDES& EXG FOOTING, EXG JOIST@ TOP MAY BE ENCASED INCONCRETE AS REQUIRED

1' - 6" MIN

3' - 5 3/8" F.V.

2-#5'sx2'-6" DIAGONALIN FOOTING, TYP

12" DEEP THICKENED SLABEDGE W/ #5's @ 12" O.C.EACH WAY @ BOTTOM

HSS 6x4x1/4" COLUMN, TYPOF 8 ON GRID A3, SEE DETAIL#1/S1.01 FOR BASEPLATE

INTEGRALSTEPS, SEELANDSCAPE

SEE SHEET S0.01 FOR CONTROLJOINT LAYOUT THIS AREA

S

2' - 0"

S

02A

02A

S

S

02A


GENERAL FOUNDATION NOTES:1. SEE GEOTECHNICAL ENGINEERING REPORT PREPARED BY MID-STATE ENGINEERING & TESTING, DATED NOVEMBER 18, 2016,AND SPECIFICATIONS FOR EARTHWORK AND FOUNDATION PREPARATION REQUIREMENTS. ALL RECOMMENDATIONS GIVEN SHALLBE CONSIDERED PART OF THE CONSTRUCTION DOCUMENT SET.

2. GRADE BEAMS, FOOTINGS, STEM WALLS, TOPPING SLABS, SLABS ON GRADE, MECHANICAL PADS, CAST-IN-PLACE WALLS ANDCOLUMNS SHALL BE CONSTRUCTED W/ 4000 psi CONCRETE.

3. THE GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR TO COMMENCEMENT OF THEWORK. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE THE INSTALLATION OF THE NEW WORK WITHIN THEEXISTING CONDITIONS. ANY DEVIATION IN THE EXISTING CONDITIONS OR DIMENSIONS INDICATED SHALL BE COORDINATED WITHTHE ENGINEER/ARCHITECT IN ORDER TO MODIFY THE PLAN ACCORDINGLY.

4. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR VERIFICATION AND COORDINATION OF ALL DIMENSIONS WITH THEMECHANICAL UNIT SUPPLIER.

5. INDICATES TOP OF FOOTING ELEVATION.

6. ALL TOP OF PAD FOOTINGS, GRADE BEAM & CONTINUOUS FOOTING ELEVATIONS ARE 99'-4", UNLESS NOTED OTHERWISE ONFOOTING & FOUNDATION PLAN.

7. INDICATES TOP OF EXISTING FOOTING ELEVATION.

8. INDICATES STEP IN THE FOUNDATION ELEVATION, TYP.

9. SEE SHEET S3.01 FOR EXACT SIZE OF COLUMNS, BASE PLATES, AND PAD FOOTINGS REQUIRED.

10. WALL FOOTING REINFORCING SHALL BE CONTINUOUS THROUGH PILASTER PAD FOOTINGS.

11. BEFORE STARTING GRADING AND EXCAVATION, ESTABLISH THE LOCATION AND EXTENT OF UNDERGROUND UTILITIES IN THEWORK AREA. EXERCISE CARE TO PROTECT EXISTING UTLITIES DURING EARTHWORK OPERATIONS. PERFORM EXCAVATION WORKNEAR UTILITIES BY HAND AND PROVIDE NECESSARY SHORING AND SUPPORTS AS THE WORK PROGRESSES. SEE SPECIFICATIONSFOR ADDITIONAL REQUIREMENTS REGARDING EXISTING UNDERGROUND UTILITIES. SEE MECHANICAL AND CIVIL/LANDSCAPEDRAWINGS FOR APPROXIMATE LOCATIONS OF EXISTING UTILITIES.

12. INDICATES DIRECTION OF STRUCTURAL SLAB SPAN.

13. ALL EXTERIOR GRADE BEAMS SHALL BE ALIGNED WITH THE EXTERIOR FACE OF VENEER, UNLESS NOTED OTHERWISE.

14. ALL CONTINUOUS FOOTINGS SHALL BE CENTERED UNDER WALL ASSEMBLY, UNLESS NOTED OTHERWISE.

15. ON THE FOOTING AND FOUNDATION PLAN, REFER TO VERBIAGE FOR FOOTING SIZES. DO NOT SCALE.

16. PRECAST MEMBERS AND CONNECTIONS SHALL BE DESIGNED BY PRECAST MANUFACTURER. SEE SHEET S0.00 FOR GRAVITYLOAD REQUIREMENTS AND SHEET S0.01 FOR LATERAL LOAD REQUIREMENTS.

17. SLOPE SLAB TO DRAINS WHERE INDICATED IN THE ARCHITECTURAL DRAWINGS.

18. MECHANICAL / ELECTRICAL CONTRACTORS TO COORDINATE AND VERIFY ALL PENETRATION LOCATIONS AND SIZES IN THESTRUCTURAL PRECAST PANELS WITH PRECAST SUPPLIER / MANUFACTURER.

19. ALL HOLES IN THE STRUCTURAL PRECAST PANELS THAT ARE 8" DIAMETER OR 8" SQUARE OR LESS MAY BE CUT IN THE FIELDBY THE CONTRACTOR. COORDINATE REQUIREMENTS WITH PRECAST SUPPLIER / MANUFACTURER.

20. A 4" THICK GRANULAR BASE LAYER UNDER CLASS A VAPOR BARRIER UNDER THE NEW 4" CONCRETE SLAB ON GRADE ISDETAILED THROUGHOUT THIS SET OF CONSTRUCTION DOCUMENTS. IF THE FLOORING MANUFACTURER (S) RECOMMEND ATHICKER LAYER OF GRANULAR MATERIAL OR A MORE STRINGENT TYPE OF VAPOR BARRIER, THEN THEIR RECOMMENDATIONSSHALL BE FOLLOWED. CONSTRUCTION MANAGER OR GENERAL CONTRACTOR TO COORDINATE.

22. AT ALL RE-ENTRANT CORNERS IN THE SLAB, PLACE 2-#3 x 2'-6" LONG DOWELS @ 2" O.C. LOCATE BARS AT MID-DEPTH IN THESLAB, TYPICAL.

23. SEE DETAIL #6/S3.03 FOR MECHANICAL EQUIPMENT BASE DETAIL. SEE SHEET ARCHITECTURAL & MECHANICAL SHEETS FOREXACT LOCATIONS OF EQUIPMENT BASES.

24. BACKFILLING OF RETAINING WALLS SHALL NOT BE PERFORMED UNTIL ALL STRUCTURAL SLABS AND STRUCTURAL FRAMINGCONNECTED TO RETAINING WALLS HAVE BEEN PLACED AND CURED, UNLESS TEMPORARY SHORING IS INSTALLED. ALLTEMPORARY SHORING SHALL BE DESIGNED AND FURNISHED BY CONTRACTOR.

25. SEE LANDSCAPE FOR STOOP TOPPING SLAB SLOPE, SLOPES VARY.

26. SLAB CONTROL JOINTS. UNLESS NOTED OTHERWISE CONTROL JOINTS SHALL BE SPACED AS NOTED ON SHEET S0.00 OR THESPECIFICATIONS.

SS

100'-0"

100'-0"

GENERAL GEOTECHNICAL NOTES:1. SITE PREPARATION. EXISTING PAVEMENT, SURFACE VEGETATION AND TOPSOILCONTAINING A SIGNIFICANT AMOUNT OF ORGANIC MATTER SHALL BE REMOVED FROMAREAS BENEATH STRUCTURES AND PAVEMENT AREAS. AFTER REMOVAL OF THEAFOREMENTIONED MATERIAL, THE SUBGRADE SHALL BE PROOFROLLED.

2. OVEREXCAVATION / STRUCTURAL BACKFILL. IF UNSUITABLE SOILS ARE FOUND IN THEBOTTOM OF FOOTING EXCAVATIONS, OVEREXCAVATION AND BACKFILL MAY BENECESSARY. ALL EXISTING UNSUITABLE SOILS SHALL BE REMOVED.

3. EARTHWORK / EXCAVATIONS. IN AREAS TO ACCEPT NEW FILL THE GROUND SURFACESHALL BE PREPARED APPROPRIATELY. ALL IMPORT MATERIAL SHALL AS SPECIFIED.MOISTURE CONTENT AND COMPACTION SHALL BE AS SPECIFIED.

4. CONSTRUCTION OBSERVATION. COMPACTION TESTS SHALL BE PEFORMED TO ENSURE AMINIMUM BEARING PRESSURE OF 2500 PSF.

1/2"Ø THREADED ROD W/ 6"EMBEDMENT IN SIMPSONSTRONG-TIE ET-HP EPOXYADHESIVE & 6" PROJECTION

A3

CL

1 1/2"

1 1/2"

1 1/2"

1 1/2"

1 1/2" 4" 3 1/2" 3 1/2" 4" 1 1/2"

HSS 6x4 COLUMN

18"x6"x1/2" BASE PLATE

A

B

C

D

Key Plan

#SHEET HISTORY:

?

? - #

Lincoln, Nebraska1010 Lincoln Mall, Suite 200Lincoln, NE 68508-2883

402 477.9291 Fax 402 477.6542

Kansas City, Missouri

Fairway, Kansas

Landscape Architecture


Architecture

EngineeringInteriors

ISSUED

Footing & FoundationPlan - Area 'A'

S1.01

TCEP No.: 046-001-15

601 S Madison StreetPO BOX 430Tilden, NE 68781

Elkhorn Valley Schools

Addition and Renovation

December 15, 2016

12/15/2016 CONSTRUCTION DOCUMENTS

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

FOOTING & FOUNDATION PLAN - AREA 'A'

SCALE: 1 1/2" = 1'-0"

BRICK SUPPORT COLUMN BASE PLATE1

A - 02 01/05/2017 AS PER ADDENDUM #02

D A

3

4

E

E

FGJ

6

5

A.1

A3

B.2

9' - 5" F.V. 48' - 6"

57' - 11"

AREA 'A'

AREA 'B'

AREA 'A'

AREA 'B'

NON-LOAD BEARING LIGHTGAUGE STEEL STUD WALL, TYP

PRE-ENGINEEREDSTRUCTURALPRECAST WALL PANEL

3' - 6"

8"5' - 8"

8"

1' - 9"


2'-10" DEEP GRADE BEAM,SEE LANDSCAPE FORADDITIONAL REQUIREMENTS

D.1

119' - 4 3/8" 41' - 9 1/4" 20' - 1 3/4"

23' - 6 1/2" 19' - 8 1/2" 39' - 8 3/4" 36' - 4 5/8" 9' - 0 5/8"

5.5

2.3






EXG FOUNDATION, TYP

1' - 11" FV




1' - 10"8" 2"

1' - 10"

8' - 5"

1' - 7"

10"1' - 7"

11"

8" 11"



2'-6" WIDE x 2'-10" DEEP GRADE BEAMw/ 3-#5's TOP & BOTTOM & 2-#5's @MID W/ #4 CLOSED TIES @ 24" O.C.,T.O. GRADE BEAM = 98'-8"

S

S


4'-0" WIDE x 2'-10" DEEP GRADE BEAM w/ 4-#6'sTOP & BOTTOM & 2-#6's @ MID W/ #4 CLOSEDTIES @ 24" O.C., T.O. GRADE BEAM = 98'-8"

S

S


10' - 0"


W/ #5's @ 18" O.C. EA WAY, MIDDEPTH ON CLASS A VAPOR

BARRIER ON 4" GRANULAR BASE,FINISHED FLOOR EL = 100'-0"

1' - 3"

21' - 2 1/4"

81' - 4"

25' - 0"

8' - 7 1/4"

6' - 3 1/2"

2' - 1"

S

S

1'-6" WIDE x 12" DEEP CONT.FOOTING w/ 2-#5's LONGIT. &#5's TRANS. @ 12" O.C. @ BTM,CENTERED UNDER CMU WALL

99' - 4"

98' - 8"2'-6" WIDE x 2'-10" DEEP GRADE BEAM w/ 3-#5'sTOP & BOTTOM & 2-#5's @ MID W/ #4 CLOSEDTIES @ 24" O.C., T.O. GRADE BEAM = 98'-8"

4' - 0"

1' - 7"10"

1' - 7"1' - 10"8"2' - 0"

11"

8" 11"

11"

8" 11"

1' - 10"8"

2' - 0"

SS


S S


2'-6" WIDE x 2'-10" DEEP GRADE BEAM w/ 3-#5'sTOP & BOTTOM & 2-#5's @ MID W/ #4 CLOSEDTIES @ 24" O.C., T.O. GRADE BEAM = 98'-8"

1' - 7" 2' - 5"

HATCHED AREA INDICATES 6" CONCRETE SLAB-ON-GRADEW/ 6x6-W2.9xW2.9 WWM ON CLASS A VAPOR BARRIER ON4" GRANULAR BASE, FINISHED FLOOR EL = 99'-7 1/2"

18

S3.03

EXISTING CONSTRUCTION

EXISTING FOUNDATION, TYP

LINE OF FLOOR TRANSITION



1A

S3.03

16' - 10" 8" 4' - 8" 8" 25' - 0" 8" 4' - 8" 8" 9' - 4" 8" 4' - 8" 8"

8"5' - 4"

SIM1A

S3.03SIM

1A

S3.03SIM

8"5' - 4"

8"5' - 4"


K.8




FIELD VERIFY

6' - 2" 7' - 8" 6' - 2" 10' - 8" 4' - 8" 13' - 0" 3' - 0"

16

S3.03

TYP

1A

S3.03

17

S3.03

17

S3.03

TYP

16

S3.03

TYP

16

S3.03

SIM

5.8

17

S3.03

14

S3.03

15

S3.03

17

S3.03

95' - 0"

1

S3.04

EXG CONT. 4'-0" WIDE FOOTING, F.V.

UNDERPIN EXG FOOTINGT.O. NEW FOOTING = B.O. EXG FOOTING, F.V.

PATCH CONCRETE SLAB REMOVED FORSANITARY INSTALLATION, COORDINATEEXACT LOCATION W/ MECH


SIM

PATCH CONCRETE SLABREMOVED FOR ELECTRICALDEMO, COORDINATE EXACTLOCATION W/ ELECTRICAL

6"x16 GA STEEL STUD WALLANCHORED TO EXG CMU,SEE #1&2/S2.01 SIM

NEW 8" WIDE CIP CONCRETEWALL W/ #5's EACH WAY @8" O.C., EMBED REBAR 4" MININ EXG CMU WALLS @ SIDES& EXG FOOTING, EXG JOIST@ TOP MAY BE ENCASED INCONCRETE AS REQUIRED

1' - 6" MIN

3' - 5 3/8" F.V.

2-#5'sx2'-6" DIAGONALIN FOOTING, TYP

12" DEEP THICKENED SLABEDGE W/ #5's @ 12" O.C.EACH WAY @ BOTTOM

HSS 6x4x1/4" COLUMN, TYPOF 8 ON GRID A3, SEE DETAIL#1/S1.01 FOR BASEPLATE

99' - 4"

FIELD VERIFY

96' - 0"

INTEGRALSTEPS, SEELANDSCAPE

FIELD VERIFY

96' - 0"

FIELD VERIFY

96' - 0"

FIELD VERIFY

96' - 0" FIELD VERIFY

96' - 0"

8"

7' - 1"

1' - 7"

1' - 9"8"

5" CONCRETESTRUCTURAL STOOPW/ #4's @ 12" O.C. EACHWAY ON 4" VOID FORM

8" WIDE x 2'-10" DEEPGRADE BEAM W/1-#5 @ TOP &BOTTOM W/ #4'sVERTICAL @ 24" O.C.

SEE SHEET S0.01 FOR CONTROLJOINT LAYOUT THIS AREA

02A

S

S

02A


02A

02A

02A

02A

02A

02A

02A

A

B

C

D

Key Plan

#SHEET HISTORY:

?

? - #


402 477.9291 Fax 402 477.6542


Fairway, Kansas



Architecture


ISSUED

Footing & FoundationPlan - Area 'B'

S1.02

TCEP No.: 046-001-15




December 15, 2016


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

FOOTING & FOUNDATION PLAN - AREA 'B'SEE SHEET S1.01 FOR GENERAL FOUNDATION NOTES

A - 02 01/05/2017 AS PER ADDENDUM #02

K

K

U

U

P

P

10 10

8

H

H

C

C

B

B

C.2

E.1

C.3

C.4

Q N

19

L

L

17

15

EFGJ

6

7

9

A.1

12

C.1

T

N.2

N.2R

8.1 8.1

B.1B.2

4' - 7

3/8

"23

' - 0

"

18

16

13

11

14

5' - 1

1 7/

8"14

' - 2

1/2

"3'

- 9

"16

' - 7

"13

' - 4

1/8

"16

' - 7

1/8

"12

' - 7

3/4

"3'

- 0

"13

' - 8

3/4

"13

' - 1

1 5/

8"14

' - 7

3/4

"15

' - 5

"

117'

- 1

1 1/

4"

9' - 0

"4'

- 1

1 1/

4"

78' - 11 1/8" 27' - 0 3/4"

105' - 11 7/8" 34' - 3 1/4"

2' - 9

5/8

"10

4' - 0

"

75' - 7 1/4" 33' - 3 1/4"

27' - 7 1/8" 3' - 0" 11' - 11 3/4" 3' - 1 3/4" 25' - 10 5/8" 4' - 0"

AREA 'B'

AREA 'C'

AREA 'B'

AREA 'C'

AREA C'

AREA 'D'

AREA 'C'

AREA 'D'

D.1

2' - 1

"8'

- 2

3/4

"9'

- 8

5/8

"13

' - 1

0 1/

4"14

5' - 6

5/8

"

6.5





W/ 6x6-W2.9xW2.9 WWM ON CLASS A VAPORBARRIER ON 4" GRANULAR BASE,FINISHED FLOOR EL = 99'-9 1/2",

COORDINATE W/ GYM FLOOR MANUFACTURER

COORDINATE EXACT SIZE & LOCATION OFHOUSEKEEPING PADS IN KITCHEN W/ ARCH& EQUIPMENT MANUF., SEE #6/S3.02 SIM

75' - 7 1/4" 33' - 3 1/4" 105' - 11 7/8" 40' - 3 1/4"

255' - 1 5/8"

6' - 0"

1' - 8 1/2"

8' - 10" 20' - 0 5/8" 11' - 11 3/4" 29' - 0 3/8" 2' - 3" 1' - 9" 21' - 9 1/2" 11' - 5 3/4" 8' - 2 3/4" 39' - 8 3/4" 36' - 4 5/8" 9' - 0 5/8" 12' - 7 1/8" 20' - 1 1/2" 10' - 3 3/4" 3' - 10" 6' - 0"


5'-6" WIDE x 18" DEEP CONT. FOOTING w/10-#5's LONGITUDINAL (5 @ TOP, 5 @ BTM) &#6's TRANSVERSE @ 12" O.C. @ TOP & BTM



4'-0" WIDE x 18" DEEP CONT. FOOTING w/8-#5's LONGITUDINAL (4 @ TOP, 4 @ BTM) &#6's TRANSVERSE @ 12" O.C. @ TOP & BTM96' - 0"

96' - 0"

99' - 4"

3'-6" WIDE x 2'-10" DEEP GRADEBEAM w/ 4-#6's TOP & BOTTOM &2-#6 @ MID W/ #4 CLOSED TIES @24" O.C., T.O. GRADE BEAM = 98'-8"

3'-6" WIDE x 2'-10" DEEP GRADEBEAM w/ 4-#6's TOP & BOTTOM &2-#6 @ MID W/ #4 CLOSED TIES @24" O.C. T.O. GRADE BEAM = 98'-8"

3'-6" WIDE x 3'-6" DEEP GRADE BEAMw/ 4-#6's TOP & BOTTOM & 2-#6 @MID W/ #4 CLOSED TIES @ 24" O.C.





10"

5 3/

8"4

5/8"

10"

HATCHED AREA INDICATES 6" CONCRETE SLAB-ON-GRADEW/ 6x6-W2.9xW2.9 WWM ON CLASS A VAPOR BARRIER ON4" GRANULAR BASE, FINISHED FLOOR EL = 99'-7 1/2"

3' - 0"1' - 0"

3' - 0"

1' - 4"10"

1' - 4"

1' - 1 1/4"

8"

5' - 8"

1' - 4" 10"

1' - 4"

1' - 4

"

10"

1' - 4

"

1' - 4

"10

"1'

- 4

"

1' - 4"10"1' - 4"1'

- 6

"1'

- 0

"1'

- 6

"PIER FOOTING, DIAMETER & DEPTH PER VOLLEYBALLSLEEVE MANUF., INSTALL VOLLEYBALL POST SLEEVESPER MANUFACTURER'S RECOMMENDATIONS, MAINTAINBELOW SLAB VAPOR BARRIER, TYP 6 PLACES



96' - 10"

96' - 10"

96' - 10"99' - 4"

99' - 4"

99' - 4"

99' - 4"99' - 4"

96' - 10"99' - 4"

96' - 10"99' - 4"

96' - 10"99' - 4"

96' - 10"

96' - 10"

96' - 10"

99' - 4"99' - 4"

96' - 10"

96' - 10"

96' - 10"

W

10.2

96' - 10"

96' - 0"

4' - 0

"6'

- 0

"

4' - 0

"6'

- 0

"96' - 0"

96' - 10"

96' - 10"

96' - 0"

K.8

99' - 4"99' - 4"99' - 4"

99' - 4"

99' - 4"

99' - 4"

4' - 0" 9' - 4"

7' - 9

"7'

- 8

"

15' -

5"

13' - 4"

94' - 8"

18" THICK PAD FOOTING W/ #5's @12" O.C. EACH WAY @ TOP & BOTTOM

12" WIDE CIP CONCRETE WALL W/ #5's @ 12" O.C.,EACH WAY, EACH FACE (W/ 12" BENDS INTOFOOTING BELOW), T.O. WALL EL = 99'-4",TYP 4 PLACES AT ELEVATOR

FIELD VERIFY

2

S3.03

TYP

2

A5.20

1

A5.20

9

S3.03

20' -

2 3

/8"

108'

- 3

1/8

"

12

S3.03

TYP

19

S3.03

TYP

11

S3.03

TYP

19

S3.03

TYP

12

S3.03

TYP

11

S3.03

TYP

10"10"

10" 10"

1'-8" WIDE x 3'-6" DEEP GRADEBEAM w/ 3-#6's TOP & BOTTOMW/ #4 CLOSED TIES @ 24" O.C.

10"

10"

10"10"

10"

10"

S

S

6' - 0"






CONCRETE CURB, SEE ARCH FOR EXACTDIMENSIONS, LOCATION & CONFIGURATION.PROVIDE 1-#5 CONT. W/ CORNER BARS & #5x1'-6"LONG DOWELS INTO GRADE BEAM @ 24" O.C.

16

S3.03

SIM

5.8

95' - 0"

16

S3.03

TYP

16

S3.03

TYP

CONCRETE CURB, SEE ARCH FOR EXACTDIMENSIONS, LOCATION & CONFIGURATION.PROVIDE 1-#5 CONT. W/ CORNER BARS & #5x1'-6"LONG DOWELS INTO GRADE BEAM @ 24" O.C.

99' - 4"

96' - 0"

21

S3.03

TYP

21

S3.03TYP

16

S3.03

20

S3.03

TYP

20

S3.03TYP

1

S3.04

EXG CONT. 4'-0" WIDE FOOTING, F.V.

UNDERPIN EXG FOOTINGT.O. NEW FOOTING = B.O. EXG FOOTING, F.V.


8" WIDE x 3'-6" DEEP GRADE BEAMW/ 1-#5 @ TOP & BOTTOM W/ #4'sVERTICAL @ 24" O.C.


8" WIDE x 3'-4" DEEP GRADEBEAM W/ 1-#5 @ TOP & BOTTOMW/ #4's VERTICAL @ 24" O.C.

8" 2' - 6" 1' - 6"1' - 6"2' - 1" 2"

8"


8" WIDE x 2'-10" DEEPGRADE BEAM W/ 1-#5 @TOP & BOTTOM W/ #4'sVERTICAL @ 24" O.C.T.O. GRADE BEAM = 98'-8"

8" 9' - 8" 8"

3' - 4

"8"

1B

S3.03



4" HOUSEKEEPING PAD,SEE DETAIL #6/S3.03

SLOPE SLAB TODRAIN, TYP SEEARCH FOR LOCATION



8"2'

- 1

1"


8" WIDE x 3'-6" DEEP GRADEBEAM W/ 1-#5 @ TOP & BOTTOMW/ #4's VERTICAL @ 24" O.C.

96' - 10"

96' - 10"

7"8"

NOTE:STOOP IS NOT SQUARE, SEELANDSCAPE FOR ADDITIONALREQUIREMENTS

1' - 0

3/8

"

8"

2' - 8

"8"2' - 11 5/8"

2' - 4 3/8"

8"


96' - 10"




96' - 10"

3' - 0 3/8"

8"4'

- 8

"8"


94°

3' - 6

"

96' - 10"

1' - 6"

1' - 6"

96' - 10"

99' - 4"

99' - 4"

99' - 4"

99' - 4" 99' - 4"

99' - 4"

FIELD VERIFY

96' - 0"

FIELD VERIFY

96' - 0"

FIELD VERIFY

96' - 0"

FIELD VERIFY

96' - 0" FIELD VERIFY

96' - 0"

S

S

S

S

98' - 0" 99' - 4"96' - 0"

1' - 9 1/8" 10' - 0"

S

S

S

S

10' - 0 3/4" 9' - 0"







02A

02A

1'-6" WIDE x 2'-10" DEEP GRADEBEAM w/ 3-#6's TOP & BOTTOMW/ #4 CLOSED TIES @ 24" O.C.T.O. GRADE BEAM = 98'-8"

02A

02A

02A

02A

S S

2' - 2

3/4

"


02A

1'-6" WIDE x 2'-10" DEEP GRADE BEAM w/3-#6's TOP & BOTTOM W/ #4 CLOSED TIES@ 24" O.C. T.O. GRADE BEAM = 98'-8"

02A

A

B

C

D

Key Plan

#SHEET HISTORY:

?

? - #


402 477.9291 Fax 402 477.6542


Fairway, Kansas



Architecture


ISSUED

Footing & FoundationPlan - Area 'C'

S1.03

TCEP No.: 046-001-15




December 15, 2016


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

FOOTING & FOUNDATION PLAN - AREA 'C'SEE SHEET S1.01 FOR GENERAL FOUNDATION NOTES

A - 02 01/05/2017 AS PER ADDENDUM #02

K

K

U

U

P

P

10 10

8

H

H

C

C

B

B

C.2

E.1

C.3

C.4

Q N

19

L

L

17

15

EFGJ

6

7 7

9 9

A.1

12

C.1

T

N.2

N.2R

8.5

32' - 0 3/8"

8.1

B.1B.2

31' -

9 5

/8"

24' -

9 3

/4"

120'

- 8

7/8

"

78' - 11 1/8" 27' - 0 3/4"

T.O

. HO

LLO

W-C

OR

E E

L = 1

14'-0

"

T.O

. HO

LLO

WC

OR

E E

L = 1

13'-4

"




1

S4.02

2

S4.02

8

S4.02

11

S4.02

10

S4.02

10

S4.02

9

S4.02

8

S4.02

EXG

BU

ILD

ING

4' - 1

" TO

FAC

E O

F

18

16

13

11

W16x26 (16)

W16x26 (16)

W16x26 (16)

W16x26 (16)

W18x35 (16)

W16x31 (16)

W16x31 (16)

W16x31 (16)

W16x31 (16)

W16x31 (16)

W16x31 (16)

W16x31 (16)

W16x31 (16)

W16x31 (16)

W16x31 (16)

W16x31 (16)

W16x31 (16)

W16x31 (16)

W18x40 (16)

W16x26 (16)

W16x26 (16)

W16x31 (16)

W16x31 (16)

W16x31 (16)

W18x40 (16)

14

W16x31 (16)

(BRACED BAY)

W10x12

W10x12

W10x12

W10x12

W10x12

W10x12

W10x12

W10x12

W10x12

W10x12

W10x12

W10x12

W10x12

W12x14

W12x14

W12x14

W12x14

W12x14

W12x14

W12x14

W12x22

W12x22

W12x22

W12x22

W12x22

W12x14

W10x12

W12x22 (10)

W12x22 (10)

W16x40 (16)

C12x20.7

C12x20.7

W16x40 (16)

W16x31 (16)

W16x31 (16)

W16x31 (16)

W16x31 (16)

W18x35 (22)

W18x35 (22)

W18x35 (22)

W18x35 (22)

W18x35 (22)

W18x40 (22)

W16x26 (16)

W16x26 (16)

W16x26 (16)

W16x26 (16)

W16x26 (16)

W16x26 (16)

W14x22 (16)

W14x22 (16)

W14x22 (16)

W14x22 (16)

W14x22 (16)

W14x22 (16)

W16x36 (16)

(BRACED BAY)

(BRACED BAY)

(BRACED BAY)

W16

x26

W16

x26

W16

x26

W16

x26

W18

x35

W18

x35

W16

x26

W18

x55

W30

x99

W30

x99

W30

x90

W30

x90

W16

x31

W27

x84

W16

x31

W16

x40

W27

x84

W16

x40

W18

x40

W16

x26

W18

x35

W18

x35

W18

x35

W16

x26

W16

x26

W16

x26

(BR

AC

ED

BAY)

(BR

AC

ED

BAY)

27' - 7 1/8" 3' - 0" 11' - 11 3/4" 3' - 1 3/4" 25' - 10 5/8" 4' - 0"

14' - 9"

1' - 8

"1'

- 9

"

W12

x19

AREA 'B'

AREA 'C'

AREA 'B'

AREA 'C'

AREA C'

AREA 'D'

AREA 'C'

AREA 'D'

W12

x40

T.O. HOLLOWCOREEL = 113'-4"

D.1

6.5

2' - 8

"2'

- 8

"2'

- 8

"2'

- 6

5/8

"

W12x26W16x31

2' - 1

"

8' - 2

3/4

"9'

- 8

5/8

"13

' - 1

0 1/

4"10

' - 7

1/4

"14

' - 2

1/2

"2'

- 9

5/8

"10

4' - 0

"9'

- 0

"4'

- 1

1 1/

4"

162'

- 4

1/8

"

38' -

8"

123'

- 8

1/8

"

18' -

5 5

/8"

5' - 1

1 7/

8"14

' - 2

1/2

"20

' - 4

"13

' - 4

1/8

"16

' - 7

1/8

"12

' - 7

3/4

"3'

- 0

"13

' - 8

3/4

"13

' - 1

1 5/

8"14

' - 7

3/4

"15

' - 5

"

13.8

°

249' - 1 5/8"

75' - 7 1/4" 33' - 3 1/4" 105' - 11 7/8" 34' - 3 1/4"

255' - 1 5/8"

6' - 0"

1' - 8 1/2"

8' - 10" 20' - 0 5/8" 11' - 11 3/4" 29' - 0 3/8" 2' - 3" 1' - 9" 21' - 9 1/2" 11' - 5 3/4" 8' - 2 3/4" 39' - 8 3/4" 36' - 4 5/8" 9' - 0 5/8" 12' - 7 1/8" 20' - 1 1/2" 10' - 3 3/4" 3' - 10"

600 LBMECH UNIT

100 LBMECH UNIT

100 LBMECH UNIT

1200 LBMECH UNIT

2400 LBMECH UNIT

750 LBMECH UNIT

100 LBMECHUNIT

1000 LBMECH UNIT

1000 LBMECH UNIT

T.F

. = 1

13' -

5 1

/2"

W16

x36

T.F

. = 1

13' -

5 1

/2"

W18

x40

W16

x31

9 1/8" 3' - 0"

4' - 0" 5 SPACES @ 4'-6" O.C. = 22' - 6" 3' - 8" 3' - 2" 3' - 0 5/8"3' - 8 3/4" 7 SPACES @ 4'-6" O.C. = 31' - 6" 4' - 6"

4' - 0"4' - 1 3/8" 4' - 1 3/8" 2' - 8"

2' - 8 5/8"

4' - 2 3/4" 7 SPACES @ 4'-6" O.C. = 31' - 6" 4' - 6" 6 SPACES @ 4'-6" O.C. = 26' - 6"

W12

x26

W12

x26

& 5" DEEP SEAT @ GRID 7

18KSP2 TYPE "S" EXTENDED END @ GRID 6

18KSP2

TYPE "S"

24LHSP1 STEEL JOISTS 24LHSP1 STEEL JOISTS

W18

x55

W12

x26

4' - 0

"7

SPAC

ES @

4'-4

" O

.C. =

34'

- 8

"4'

- 0

"3

SPAC

ES @

4'-2

" O

.C.

1' - 5

3/8

"

0".

2' - 8 3/4"

2' - 9" 2' - 9"

4' - 1

0"3

SPAC

ES @

4'-4

" O

.C. 1

3' - 0

"

2' - 4

3/8

"

2' - 9

"2'

- 6

"2'

- 6

"

2' - 6

1/8

"

1' - 9

1/8

"4'

- 0

"4'

- 3

"5

SPAC

ES @

4'-0

" O

.C. =

20'

- 0

"

HATCHED AREA INDICATES1 1/2"x20 GAGE TYPE BA WIDE RIBACOUSTICAL STEEL ROOF DECK18

KSP6

TYPE "S" EXT. E

ND

W18x40

12KSP3

STEEL

JOIS

TS

12SP3

STEEL

JOIS

TS

W18x55

18KSP4

STEEL

JOIS

TS

4' - 1

0"5'

- 1

"5'

- 2

"5'

- 2

"4'

- 1

1"4'

- 1

1"4'

- 9

3/4

"4'

- 8

"4'

- 8

"4'

- 7

5/8

"4'

- 7

"4'

- 7

"4'

- 6

3/4

"3'

- 4

"3'

- 6

"3'

- 6

"5'

- 0

"5'

- 0

"4'

- 6

"4'

- 6

"4'

- 4

1/8

"5'

- 5

1/8

"5'

- 7

"5'

- 7

"5'

- 1

3/4

"5'

- 3

"5'

- 3

"

W12x26 W12x22

W18x40

4" CONCRETE SLAB W/ 6x6-W2.9xW2.9WWM OVER 1 1/2" x 22 GA GALV. TYPEVL COMPOSITE STEEL FLOOR DECK,FINISH FLOOR EL = 114'-0"


W16x31 (16)

W12x14

1 1

W12x14 W16x26 (16)

8

8

& 5" DEEP SEAT @ GRID 7

18KSP2 TYPE "S" EXT. END @ GRID 6

24LH

SP1

24LH

SP1

W12x26

W12

x22

W16

x36

W18

x40

W12

x26

W24

X94

W18

x50

C15X33.9 C15X33.9

7 SPACES @ 3'-0" O.C. = 21' - 0" 3' - 0" 3' - 0" 3' - 0"

1' - 5 5/8"

12K3 STEEL JOISTS 12K3 STL JST

1

S5.01

2

S5.01

3

S5.01

4

S5.01

5

S5.01

6

S5.01

7

S5.01

PROVIDE 2" EXPANSION JOINTADJACENT TO EXISTINGCONSTRUCTION, TYP


L1

L1

L1

L1

L1

L1

L2

L1

L2

L1

L1

L1

L2

L1

L2

L2

L2

L1

W

10.2

K.8

5.8

HSS 6x6x1/2" TOBEAR ON BEAMBELOW,STIFFEN BEAMWEB AS PERTYPICAL DETAIL

HSS 6x6x1/2" TO BEAR ONBEAM BELOW, STIFFEN BEAMWEB AS PER TYPICAL DETAIL

W16x40

W16

x26

W16

x26

W16

x26

W16

x26

W12

x14

W16

x36

W12x22

W21X68

W12

x22

W12

x22

W12

x22

W12

x22

W12

x22

W12

x22

W12

x22

W12

x22

W12x22

W18x40

5' - 0" 5' - 0" 5' - 0" 5' - 0 5/8" 4' - 0" 4' - 0" 3' - 11 3/4"

W12x22

T.F

. = 1

11' -

8"

T.F

. = 1

11' -

8"

T.F

. = 1

11' -

8"

T.F

. = 1

11' -

8"

T.F

. = 1

11' -

8"

T.F

. = 1

11' -

8"

T.F

. = 1

11' -

8"

T.F

. = 1

11' -

8"

T.F

. = 1

11' -

8"

T.F

. = 1

11' -

8"

T.F

. = 1

11' -

8"

T.F. = 111' - 8"T.F. = 111' - 8"

T.F. = 111' - 8"

T.F. = 111' - 8"

T.F

. = 1

11' -

8"

T.F

. = 1

11' -

8"

T.F. = 111' - 8"

4" CONCRETE SLAB W/ 6x6-W2.9xW2.9 WWMOVER 1 1/2" x 22 GA GALV. TYPE VL COMPOSITESTEEL FLOOR DECK, FINISH FLOOR EL = 114'-0"


DASHED LINES IN HATCHED REGIONINDICATE 6"x16 GAGE STEEL STUDS@ 16" O.C. STEEL RAMP w/ RAMPSLAB TO MATCH TYPICAL FLOORDECK, COORDINATE LOCATION ANDEXACT EXTENTS WITH ARCH

T.F

. = 1

12' -

9 1

/2"

HSS4X4X3/8 SUPPORT COLUMN TOBEAR ON W16 BELOW, TYP 2 PLACES

RD = 4.0kRL = 4.0kRS = 4.0k, TYP

RD = 3.0kRL = 3.0kRS = 3.0k

RD = 4.0kRL = 4.0kRS = 4.0k

RD = 4.0kRL = 4.0kRS = 4.0k

RD = 7.0kRL = 7.0kRS = 9.0k

RD = 3.0kRL = 3.0kRS = 5.0k

RD = 6.0kRL = 6.0kRS = 10.0k

RD = 4.0kRL = 4.0kRS = 4.0k

RD = 20.0kRL = 6.0kRS = 6.0k

RD = 20.0kRL = 6.0kRS = 6.0k

W16x26

T.F. = 114' - 4"

5 SP @

3'-0

" O

.C. =

15'

- 0

"

2' - 1

1 3/

8"

W12x22

T.F. = 114' - 4"

12KSP11

JO

ISTS

T.F

. = 1

14' -

1 1

/2"

JOIS

T B

RG

EL

= 1

13'-2

", T

YP

T.F. = SLOPES

T.F. = SLOPES

W12

x26

T.F

. = 1

16' -

0"

T.F

. = 1

14' -

1 1

/2"

W12

x26

0".

6 SP @

2'-0

" O

.C. =

12'

- 0

"

1' - 1

0 1/

4"

12KSP11

JO

ISTS

T.F

. = 1

16' -

0"

W12

x26

T.F

. = 1

14' -

1 1

/2"

0".

T.F

. = 1

14' -

1 1

/2"

W18

x55

12K3

STEEL

JOIS

TS

2

S2.08

T.F

. = 1

16' -

9"

18KCS3 TYPE "S" EXT. END @GRID 6 & 5" DEEP SEAT @ GRID 7

18KSP2

TYPE "S" EXT. E

ND

@G

RID

6 &

5" D

EEP S

EAT @

GR

ID 7

JOIST BEARING = VARIES 9 9JOIST BEARING = VARIES99

9 PRECAST SPANDRELPANEL ABOVE OPENING

T.F

. = 1

17' -

6 3

/4"

W18

x55

W18

x50

W18

x55

T.F

. = 1

12' -

9 1

/2"

T.F

. = 1

17' -

8 7

/8"

W12x35T.F. = SLOPED

6" MIN, TYP

T.F. = 113' - 0"

W24x55

W12

x26

T.F

. = 1

17' -

6 3

/4"

T.F

. = 1

17' -

8 7

/8"

8

9

T.F

. = 1

13' -

0"

31 - 4

'-0" W

IDE (U

.N.O

.) x

12"

DEEP P

REC

AST H

OLL

OW

CO

RE

2' - 8

1/2

"

2' - 2

3/4

"

4'-0" WIDE x 12" DEEPPRECAST HOLLOWCORE

T.O

. HO

LLO

W-C

OR

E E

L = 1

14'-0

"

T.O

. HO

LLO

WC

OR

E E

L = 1

13'-4

"

T.F

. = 1

13' -

0"

W12X53 T.F. = 112' - 9 1/2"

W12x22W12x35

T.F. = 112' - 9 1/2"

T.F. = 112' - 9 1/2"

9

T.F. = 113' - 0"

18KCS3 TYPE "S" EXT. END @GRID 6 & 5" DEEP SEAT @ GRID 7

11

S4.02T.F. = 113' - 0"

T.F. = 113' - 0"

T.F

. = 1

12' -

9 1

/2"

T.F

. = 1

12' -

9 1

/2"

W18

x55

T.F

. = 1

12' -

9 1

/2"

5 SPAC

ES @

4'-0

" O

.C. =

24'

- 0

"2'

- 6

5/8

"2'

- 8

"2'

- 8

"2'

- 8

"

5 SPAC

ES @

4'-0

" O

.C. =

24'

- 0

"

W12x22

W16x36, T.F. = 111'-8"

W12x14, T.F. = 111'-8"

0".

W12x14

0".

0".0".

0".

HSS8X8X1/4HSS8X8X1/4

T.F. = 111' - 8"T.F. = 111' - 8"

W12x14

W16

x26

W12x14

T.F

. = 1

12' -

9 1

/2"

W12X19T.F. = 116'-9"

W12X19 T.F. = 116'-0"W12X19 T.F. = 114'-4"W12X19

T.F. = 117'-6 3/4"

W12

x40

W12X19 T.F. = 117'-8 7/8"W12X19 T.F. = 113'-0" L4X4X3/8 DECK CLOSURE ALONG

PERIMETER OF EXTENDED JOISTENDS, TYPICAL AT EXISTING BUILDING

L4X4X3/8 DECK CLOSURE ALONGPERIMETER OF EXTENDED JOISTENDS, TYPICAL AT EXISTINGBUILDING

EXT. E

ND

18KSP6

TYPE "S"

5' - 10 5/8" 5' - 10 5/8" 5' - 10 5/8" 5' - 10 5/8"

T.F. = 113' - 0"

LL4X4X3/8X3/8"GAP, TYP

T.F. = 113' - 0"

5' - 9" 5' - 8 3/4"

C15

X33

.9

T/COLUMN = 111'-3 1/2"

T/COLUMN =110'-9 1/2"

T.F

. = 1

16' -

9"

W12x22

T.F. = 114' - 4"

T.F

. = 1

16' -

0"

(BRACED BAY) (BRACED BAY)

FOR STAIR EXTENTS &FRAMING, SEE ARCH

W10X19T.F. = 113'-0"

W16x31 (16)

W16x31 (16) W12x14

W12x14

W16x26 (16)

W16x26 (16)

18K9

STEEL

JOIS

TS

18K9

STL

JSTS

12KCS3

12KCS3

12KCS3

12K3

12K3

18KCS3

18KCS3

18KSP10

02A

02A

02A

02A

02A

02A

02A

02A

0".

W16

x26

T.F

. = 1

12'-9

1/2

"

W30X108 W30x99

W12x22

T.F. = SLOPED

W24x68 T.F. = SLOPED

T.F. = SLOPED

W24x68 T.F. = SLOPED

T.F. = 116'-4"T.F. = 116'-4" T.F. = 115-7"T.F. = 117'-1 3/4"

T.F. = 117'-3 7/8"

L6x6x3/8"xCONT. ANGLE JOIST BEARINGSUPPORT, SEE TYPICAL SECTION

1

S4.02SIM

T.F. = 116'-6 1/2"

T.F. = 116'-6 1/2" T.F. = 115'-9 1/2"T.F. = 117'-4 1/4"

T.F. = 117'-6 3/8"

02A

02A

02A

02A

8

S4.02

02A

BRICK LINTEL SCHEDULEMARK SIZE

3 1/2x3 1/2x3/8" LOOSE LAIDBRICK LINTEL ANGLE

BEARING

L1

L2

* ALL LINTELS SHALL BE GALVANIZED

4" BEARING EACH END

6" BEARING EACH END6x3 1/2x3/8" (LLV) LOOSELAID BRICK LINTEL ANGLE

A

B

C

D

Key Plan

#SHEET HISTORY:

?

? - #


402 477.9291 Fax 402 477.6542


Fairway, Kansas



Architecture


ISSUED

Floor & Low Roof FramingPlan - Area 'C'

S2.03

TCEP No.: 046-001-15




December 15, 2016


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

FLOOR & LOW ROOF FRAMING PLAN - AREA 'C'SEE SHEET S2.01 FOR GENERAL FRAMING NOTES

NOTE:T.F. ELEVATION = 113'-8"UNLESS NOTED OTHERWISE

A - 02 01/05/2017 AS PER ADDENDUM #02

27

DAK

K

25

23

U

U

P

P H C BE.1Q

22

21

N

20

19

L

17

26

S N.2

N.2

18

Q.2

W18x40 (16)

W16x26 (16)

W16x26 (16)

W16x31 (16)

W16x31 (16)

W16x31 (16)

W18x40 (16)

W12x14

W12x22

W12x22

W12x22

W12x22

W12x22

W12x14

W14x22 (16)

W14x22 (16)

W14x22 (16)

W14x22 (16)

W14x22 (16)

W14x22 (16)

W16x36 (16)

(BRACED BAY)

W16

x26

W16

x26

W16

x40

W27

x84

W16

x40

W16

x26

W16

x26

Q.1

14' -

7 3

/4"

15' -

5"

9' -

7"

9' -

7 5

/8"

11' -

5 1

/2"

12' -

0 1

/2"

18' -

9 1

/4"

15' -

1 1

/4"

9' -

0"

9' -

0"

6' -

5 1

/4"

26' -

5 1

/8"

W16x31 (16)

W16x31 (16)

W16x31 (16)

W16x31 (16)

W18x40 (16)

W14x22 (16)

W14x22 (16)

W18x40 (16)

W16x31 (16)

W16x31 (16)

W16x31 (16)

W16x31 (16)

W16x31 (16)

W16x31 (16)

W16x31 (16)

W10x12

W10x12

W10x12

W10x12

W24x55

W12x14

W12x14

W12x14

W12x14

W12x22

W12x22

W12x22

W12x22

W12x14

W12x22

W12x14

W12x14 W16x26 (16)

W16x26 (16)

W18x40 (16)

W14x22 (16)

W14x22 (16)

W14x22 (16)

W14x22 (16)

W14x22 (16)

W18x40 (16)

W16x26 (16)

W18x35 (16)

W14x22 (16)

M

W18

x40

W18

x40

W18

x35

W18

x35

W18

x40

W18

x35

W24

x68

W18

x35

W18

x35

W18

x40

W16

x26

W16

x26

W18

x35

W18

x40

W18

x40

W16

x26

W16

x26

W14

x22

W14

x22

W12x14

W12

x14

W14

x22

W12x14

6x6x3/8" ANGLE

1' -

2 3

/4"

6x6x3/8" ANGLE

3' - 1" 1' - 6"

2' -

5"

1' -

8"

(BR

AC

ED

BA

Y)

(BR

AC

ED

BA

Y)

(BR

AC

ED

BA

Y)

(BR

AC

ED

BA

Y)

(DIA

GO

NA

L B

RA

CE

)

(BRACED BAY)

(BR

AC

ED

BA

Y)

3' -

7 1

/4"

4' -

6"

4' -

6"

4' -

6"

4' -

6"

W10x12

W10x12

W10x12

W12x22

W10x12

W10x12

W10x12

W14x22

5' - 11"

W8x

10

W18x35

W16

x26

24

W24

x55

3' - 4" 7' - 11 1/2" 11' - 4 7/8" 7' - 10 3/4" 11' - 11 3/4" 33' - 0 3/8" 1' - 4"

W18

x55

W14

x22

JOIS

T B

EA

RIN

G E

L =

115

'-1 1

/2"

JOIS

T B

EA

RIN

G E

L =

116

'-3 1

/2"

W18x50

W18x50

W18x50

W24x68

(16)

W18

x46

105' - 11 7/8" 34' - 3 1/4"

78' - 11 1/8" 27' - 0 3/4"

75' - 7 1/4" 33' - 3 1/4"

27' - 7 1/8" 3' - 0" 11' - 11 3/4"

3' - 1 3/4"

4' - 1 1/2" 21' - 9 1/8" 4' - 0"

42' - 6 7/8" 34' - 4 3/8" 22' - 2 3/8"

AREA C'

AREA 'D'

AREA 'C'

AREA 'D'

20.1

HATCHED AREA INDICATES 4" CONCRETE TOPPINGSLOPED TO DRAIN, SEE ARCHITECTURAL ON 2" RIGIDINSULATION ON SHEET WATERPROOFING MEMBRANEON 4" CONCRETE SLAB W/ 6x6-W2.9xW2.9 WWM OVER1 1/2" x 22 GA TYPE VL GALV. COMPOSITE STEELFLOOR DECK, T.O. SLAB ON DECK = 113'-6"

(BRACED BAY)

1' -

6"

3' -

3"

DC

T.O. HOLLOWCOREEL = 113'-4"

19.5

249' - 1 5/8"

157'

- 6

1/4

"

99' - 1 5/8"

100 LB MECH UNIT

100 LB MECH UNIT

1200 LB MECH UNIT

2' - 5" 1' - 4" 17' - 3 1/4" 1' - 0"

C10x2022' - 0 1/4"

6" x 16 GA COLD-FORM STEELJOISTS @ 2'-0" O.C., MAX

W12x35 B.F. = 111'-4"

BACK OF CHANNEL

6

S7.01

7

S7.01

KICKER, SEEDETAIL #8/S5.01,TYP 4 PLACES

C12

x25

C12

x25

1 1/2" x 20 GA TYPE B WIDERIB STEEL ROOF DECK

5' -

1"

5' -

1"

4' -

11

1/4"

4' -

6 1

/4"

4' -

9"

4' -

9"

4' -

9"

4' -

0 1

/2"

4' -

0"

4' -

0"

3' -

9 1

/2"

3' -

10"

3' -

10"

4' -

8 5

/8"

4' -

11"

4' -

9"

4' -

10"

5' -

1"

5' -

2"

5' -

2"

4' -

11"

4' -

11"

4' -

9 3

/4"

4' -

8"

4' -

7 5

/8"

W16x31 (16)

1 1

W12x14 W16x26 (16)


18K

9 S

TE

EL

JOIS

TS

7 S

PA

CE

S @

4'-0

" O

.C. =

28'

- 0

"2'

- 8

"2'

- 8

"

18KCS3

18KCS3

18K9

18K9

8 S

PA

CE

S @

2'-0

" O

.C. =

16'

- 0

"

18K

SP

5 S

TE

EL

JOIS

TS 1'

- 6

3/8

"


16K

3 S

TE

EL

JOIS

TS

W/ E

XT

EN

DE

D E

ND

S

16K

SP

8 S

TE

EL

JOIS

TS

7 S

PA

CE

S @

3'-0

" O

.C. =

21'

- 0

"

1' -

4"

4 S

PA

CE

S @

4'-0

" O

.C. =

16'

- 0

"4'

- 6

"3'

- 6

"3

SP

@ 4

'-0"

O.C

. = 1

2' -

0"

1' -

4"

2' -

8"

2' -

8"

W14x22

7

S5.01

7

S5.02

8

S5.01

9

S5.01

1

S5.02

2

S5.02

3

S5.02

L1

L2

L1

L1

L2

L2

L2

L1

L2

L2

L1

L2

L2

L1

L1

RD = 20.0kRL = 6.0kRS = 6.0k

RD = 20.0kRL = 6.0kRS = 6.0k

J.9

HSS 4x4x3/8" ABOVE

8

9

T.F

. = 1

13' -

0"

4'-0" WIDE x 12" DEEPPRECAST HOLLOWCORE

T.O

. HO

LLO

W-C

OR

E E

L =

114

'-0"

T.O

. HO

LLO

WC

OR

E E

L =

113

'-4"

CONT. C5x6.7 BRICKSUPPORT (LAID FLAT),WELD TO JOISTS

W12x14

W16

x26

W12x14

JOIS

T B

EA

RIN

G E

L =

115

'-1 1

/2"

T.F. = 113' - 2"

T.F. = 113' - 2"

T.F. = 113' - 2"

T.F. = 113' - 2"

(16)

(16)

T.F

. = 1

13' -

2"

T.F

. = 1

13' -

2"

T.F

. = 1

15' -

6 1

/2"

T.F

. = 1

15' -

7"

T.F

. = 1

15' -

7"

W18

x40

W12

x40

5

S5.02

6

S5.02

0".

W18x40T.F. = 116'-3 1/2"

W16x31 (16)

W16x31 (16) W12x14

W12x14

W16x26 (16)

W16x26 (16)

6x6x3/8" ANGLE

6x6x3/8" ANGLE

W16

x26

W14

X34

W18x50, T.F. = 113'-2" W/HSS 6x3x3/16" @ TOP FLANGE

PRECAST SPANDREL PANELABOVE OPENING, TYP

02A

7' - 11 1/2" 11' - 4 7/8"

S2.04

2

W12x26

02A

02A

14

S4.02

15

S4.02

02A

02A

13

S4.02

02A

3' -

10"

3' -

10"

3' -

10"

12

S4.02

02A

02A

BRICK LINTEL SCHEDULEMARK SIZE

3 1/2x3 1/2x3/8" LOOSE LAIDBRICK LINTEL ANGLE

BEARING

L1

L2

* ALL LINTELS SHALL BE GALVANIZED

4" BEARING EACH END

6" BEARING EACH END6x3 1/2x3/8" (LLV) LOOSELAID BRICK LINTEL ANGLE

25

23

U PS Q.2 Q.1

24

19

S4.02

9' -

0"

9' -

0"

18' -

0"

7' - 11 1/2" 11' - 4 7/8" 7' - 10 3/4"

3' - 4" 27' - 3 1/8"

W12x26

HSS12X2X1/4

HSS6X6X1/4

HSS6X6X1/4

W12x26

HSS6X6X1/4

HSS6X6X1/4

HSS12X2X1/4 HSS12X2X1/4

HSS8X4X1/4

HSS12X2X1/4

HSS12X2X1/4

HSS8X4X1/4

HSS12X2X1/4

HS

S12

X2X

1/4

T.F. = 106' - 8"

T.F. = 106' - 8"

T.F. = 106' - 8"

T.F. = 106' - 2"

T.F. = 106' - 8"

T.F. = 107' - 2"

T.F

. = 1

07' -

2"

T.F. = 107' - 2"

T.F. = 107' - 2"

T.F

. = 1

06' -

8"

STRINGER

STRINGER

STRINGER

CARRIAGE STRINGER

CARRIAGE STRINGER

STRINGER

HS

S6X

6X1/

4

W14

X34

0".

T.F

. = 1

06' -

2"

W14

X34

T.F

. = 1

13' -

8"

SEE FLOOR & LOWERROOF FRAMING PLANAREA 'D', TYP

1' -

11"

3' -

4"

3' -

4"

5"5"

3' -

4"

3' -

4"

1' -

11"

PAN TREADS, TYP,SEE ARCHITECTURALDRAWINGS

4" CONCRETE SLAB W/ 6x6-W2.9xW2.9WWM OVER 1 1/2" x 22 GA GALV. TYPEVL COMPOSITE STEEL FLOOR DECK,FINISH FLOOR EL = 107'-0", SEE ARCH*NOTE:1. ANGLE SUPPORTS & ATTACHMENTFOR DECK LEDGE ALONG PERIMETERPER FABRICATOR

21

S4.02

20

S4.02

18

S4.02

22

S4.02

23

S4.02

A

B

C

D

Key Plan

#SHEET HISTORY:

?

? - #


402 477.9291 Fax 402 477.6542


Fairway, Kansas



Architecture


ISSUED

Floor & Low Roof FramingPlan - Area 'D'

S2.04

TCEP No.: 046-001-15




December 15, 2016


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

FLOOR & LOW ROOF FRAMING PLAN - AREA 'D'SEE SHEET S2.01 FOR GENERAL FRAMING NOTES

NOTE:T.F. ELEVATION = 113'-8"UNLESS NOTED OTHERWISE

SCALE: 1/4" = 1'-0"

AREA 'D' STAIR FRAMING PLAN2

A - 02 01/05/2017 AS PER ADDENDUM #02

02A

10

8

C BE A.1

C.1

B.1B.2D.1

4' - 0 3/4" 4' - 0" 4' - 0" 4' - 0" 4' - 0 3/4"4' - 2 3/8" 4' - 2 3/8" 4' - 2 3/8"3' - 0" 3' - 0" 3' - 0 5/8"

1

S5.04

HSS16X4X

1/2

HSS16X8X5/8HSS16X8X5/8

HSS16X4X1/2

HSS16X4X1/2

HSS16X4X1/2

HSS16X4X1/2

HSS16X4X1/2

HSS16X4X1/2

HSS16X4X1/2

HSS16X8X5/8

W18x55

C12x25

C12x25

HSS16X4X

1/2

C12x20.7

C12x20.7

HSS16X4X

1/2

C12x20.7

C12x20.7

C12x20.7

C12x20.7

HSS16X8X5/8

C12x20.7

HSS16X8X

5/8

C12x20.7

C12x20.7

HSS16X4X

1/2

C12x20.7

C12x20.7

C12x20.7

T.F. = 120' - 6 1/4"

T.F. =

120' - 6 1/4"

W16x40 T.F. = 120' - 6 1/4"

3' - 5 3/4"

6 SPACES @

3'-0" O.C. =

18' - 0"

3' - 4"

24' - 9 3/4"

2' - 9 5/8"

HSS16X8X5/8

HSS20X12X5/8

T.F. =

120' - 6 1/4"

T.F. =

120' - 6 1/4"

T.F. =

120' - 6 1/4"

T.F. =

120' - 6 1/4"

T.F. =

120' - 6 1/4"

T.F. =

120' - 6 1/4"

T.F. =

120' - 6 1/4"

T.F. =

120' - 6 1/4"

T.F. =

120' - 6 1/4"

T.F. =

120' - 6 1/4"

5' - 0" 5' - 3 3/4"

5' - 0"

W8x10 W8x10 W8x10W8x10W8x10

SLOPE,SEE ARCH

SLO

PE, S

EE ARCH

T.F. = 120' - 6 1/4"

HSS16X8X5/8T.F. = 120'-6 1/4"

C12X20.7T.F. = 120'-6 1/4"

9' - 0 5/8" 12' - 7 1/8" 20' - 1 1/2" 10' - 3 3/4" 3' - 10" 6' - 0"

66' - 11"

PRECAST WALL AT GYMNASIUM

RD = 7.0kRL = 7.0kRS = 5.0k

RD = 4.0kRL = 4.0kRS = 4.0k

T.F. = VARIES T.F. = VARIES

CJP, GRINDSMOOTH

3' - 10" 11' - 0"

1 1/2"x18 GAGE TYPE B WIDERIB STEEL ROOF DECK,TYPICAL AT CANOPY

L4X4X3/8 DECKEDGE SUPPORT,SEE DETAIL

2

S4.02

SIM

2

S5.04

3

S5.04

4

S5.04

5

S5.04

6

S5.04

2

J

H

J

J

B1

9

KTYP

B1

K

TYP

SIMTYP

KSIMTYP

2

J

C

C H

B

E

BSIMTYP

MTYP

BSIM

BSIM

BSIM

C C

U P

10

L

9

T N.2R

8.5

8.1

W


5' - 11 7/8"

7' - 5 1/2"

6' - 9"

9' - 0" 6' - 0"

1' - 8 1/2"

8' - 10" 20' - 0 5/8" 11' - 11 3/4" 29' - 0 3/8"

86' - 7 1/4"

5' - 11 7/8"

14' - 2 1/2"

20' - 2 3/8"

13.8°

HSS16X8X5/8 T.F. = 131' - 2 1/2"

HSS16X8X5/8

HSS16X8X5/8 T.F. = 131' - 2 1/2"T.F. = 131' - 2 1/2"

4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0 5/8"

3' - 11 3/4"

4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 3' - 6" 3' - 6" 3' - 5 63/64"3' - 6 5/256"

3' - 0 3/8"

3' - 0" 3' - 0" 3' - 0"

3' - 10 1/4"

3' - 0" 2' - 10" 3' - 0"

3' - 10 1/4"

HSS12X8X

5/8

C12X30

C12X30

HSS12X8X

5/8

C12X30

HSS12X8X

5/8

C12X30

C12X30

HSS12X8X

5/8

C12x20.7

C12x20.7

C12x20.7

C12x20.7

HSS12X8X

5/8

C15X33.9

C15X33.9

C15X33.9

C15X33.9

C15X33.9

C15X33.9

HSS20X8X

5/8

C12x20.7

C12x20.7

C12x20.7

C12x20.7

C12x20.7

W16x26 W16x26

W8x10

W8x10T.F. =

129' - 2 5/8"

T.F. =

131' - 2 1/2"

T.F. =

131' - 2 1/2"

C12x20.7

SLOPES, SEE ARCH

HSS16X8X5/8T.F. = 128'-3 5/8"

HSS12X8X5/8T.F. = 126'-9 5/8"

C12X30

C12X30

HSS12X8X5/8T.F. = 126'-1 3/8"

C12X30

HSS16X4X1/2T.F. = 125'-6 1/4"

SLO

PE,

SEE ARCH

C12x20.7

C12x20.7

HSS20X8X

5/8

C12x20.7

C12X20.7

HSS16X8X5/8 T.F. = VARIES HSS16X8X5/8 T.F. = VARIES

W8X10 W8X10

W8X10

HSS16X8X5/8 T.F. = VARIES

W8x10 W8x10 W8x10 W8x10 W8x10 W8x10 W8x10

EXISTING BUILDING CONSTRUCTION

T.F. = VARIES

1 1/2"x18 GAGE TYPE B WIDE RIB STEELROOF DECK, TYPICAL AT CANOPY

7' - 1 1/4"

7' - 1 1/4"

1

S5.03

HSS16X8X5/8

W14X53

T.F. =VARIES

2

S5.03

3

S5.03

4

S5.03

5

S5.03

B

H

SIM

BSIM

7 7

B

ESIM

C

C KSIMTYP

KTYP

2

2

KSIMTYP

C

D

C

J J J J

H

J

2

ESIM

ETYP

B

B

2

F

G

KSIMTYP

A

J

2

KSIMTYP

B1

M

1/4"

TYP3/8"

TYP3/8"

HSS COLUMN, SEESCHEDULE FOR SIZE

HSS BEAM, SEE PLAN FOR SIZE

8x8x1/2"x0'-7" LONG BENT PLATEW/ 1/4" FITTED STIFFENER

3/8"x2 1/2"x1'-8" LONG PLATE,TYP OF 2 EACH SIDE

1/4"

D

S2.08 HSS BEAM, SEE FRAMINGPLAN FOR SIZE

HSS COLUMN, SEE SCHEDULE FOR SIZE

3/8" STRAP PLATE BEYOND,SEE SECTION

HSS BEAM, SEEFRAMING PLAN FOR SIZE

C

S2.081/2"2"2"1/2"

1/2" CAP PLATE

TYP5/16

3/8" SHEAR TAB w/ 3-3/4" ØA325 BOLTS, SNUG TIGHT

1 1/2"

3"3"

1 1/2"

3/8" SHEAR TAB w/3-13/16" Ø STANDARDBOLT HOLES

1/2" BENT PLATE WITHFITTED STIFFENER, SEESECTION

HSS 16x8x5/8", TYP

2"

WIDE FLANGE BEAM, SEEFRAMING PLAN FOR SIZE

CHANNEL BEAM, SEEFRAMING PLAN FOR SIZE

.

SEE PLANS &ARCH FOR SLOPE

1/4

3/8" SHEAR TAB w/ 2-3/4" ØA325 BOLTS, SNUG TIGHT




.

2-3/4" Ø A325 BOLTS w/TAPPERED WASHER ,SPACED AT WIDEFLANGE BEAM GAGE

HSS BEAM, SEE FRAMINGPLAN FOR SIZE


4-3/4"Ø A325 BOLTS,SNUG TIGHT, TYP

5/16"1/2" CAP PLATE, TYP

4 1/2"x1'-4"x3/8" THICK PLATE


1 1/2"



TYP



.


AT EACH ENDAS SHOWN,EACH LEG3/8" 4

HSS COLUMN, SEECOLUMN SCHEDULEFOR SIZE

HSS BRACE, SEEFRAMING PLAN FOR SIZE

6x6x1/2"x1'-0"LONG ANGLE

1/2" CAP PLATE


HSS COLUMN, SEESCHEDULE FOR SIZE


1/2" CAP PLATE, TYP


5/16"

1/2" 1/2"5/16" CHANNEL BEAM, SEE

FRAMING PLAN FOR SIZE



PL3/8"x4"x0'-9" SHEAR TAB W/3-13/16" Ø STD HOLES, TYP

1 1/2"

1/4"


1 1/2"3"

3" 1 1/2"


.



2 ROWS - 3/4"Ø THROUGH BOLTS@ 6" O.C. (4 BOLTS TOTAL)

SHIM AS REQUIRED

3/8"x10" BENT PLATE W/ 14"VERT LEG & 4" HORIZ. LEG

6"2"

2"

#SHEET HISTORY:

?

? - #


402 477.9291 Fax 402 477.6542


Fairway, Kansas



Architecture


ISSUED

East and West CanopyPlans & Details

S2.08

TCEP No.: 046-001-15




December 15, 2016


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

EAST ENTRANCE CANOPY ROOF FRAMING PLAN2SCALE: 1/8" = 1'-0"

WEST ENTRANCE CANOPY ROOF FRAMING PLAN1

SCALE:

EAST CANOPY ENTRANCE ISOLATED 3D FRAMING VIEW4SCALE:

WEST ENTRANCE CANOPY ISOLATED 3D FRAMING VIEW3

SCALE: 3/4" = 1'-0"

CONNECTION DETAILCSCALE: 3/4" = 1'-0"

CONNECTION DETAILDSCALE: 3/4" = 1'-0"

CONNECTION DETAILASCALE: 3/4" = 1'-0"

CONNECTION DETAILE

SCALE: 3/4" = 1'-0"

CONNECTION DETAILF

SCALE: 3/4" = 1'-0"

CONNECTION DETAILB

A - 02 01/05/2017 AS PER ADDENDUM #02

SCALE: 3/4" = 1'-0"

CONNECTION DETAILB1

SCALE: 3/4" = 1'-0"

CONNECTION DETAILGSCALE: 3/4" = 1'-0"

CONNECTION DETAILHSCALE: 3/4" = 1'-0"

CONNECTION DETAILJSCALE: 3/4" = 1'-0"

CONNECTION DETAILKSCALE: 3/4" = 1'-0"

CONNECTION DETAILM

1/4

02A

02A

02A

COLUMN & FOOTING SCHEDULE

GRID SIZE BASEPLATE FOOTING SIZE & REINFORCING REMARKS

A1-AA.8 HSS 6x6x1/2" TYPE B

8'-0"x4'-0"x1'-0" DEEP PAD FOOTING W/ 5-#5's

LONGITUDINAL & 9-#5's TRANSVERSE AT BOTTOM

A1-AC.2

B.1-8

B.2-5.5

B.2-6.5

B.2-8

D.1-5.8

D.1-7

D.1-8

K-12

K-13

K-14

K-16

K-17

K-19

K-19.5

K-20

K-20.1

K-21

K-22

K.8-5.8

L-10

L-11

L-12

L-17

L-18

L-19

M-20.1

N-17

N-19

N-20

N-21

N-22

N.2-8.1

N.2-9

N.2-10

N.2-12

N.2-14

COLUMN & FOOTING SCHEDULE CONT.

GRID SIZE BASEPLATE

NOTES:

1. TOP OF COLUMN ELEVATION SHALL EQUAL BOTTOM OF DECK ELEVATION UNLESS NOTED OTHERWISE.

2. REFER TO SHEET S3.01 FOR BASE PLATE DETAILS

3. ALL COLUMNS SHALL HAVE A CAP PLATE. PLATE SHALL BE SAME SIZE & THICKNESS AS COLUMN AND

SHALL BE SINGLE BEVEL GROOVE - WELDED ALL AROUND

4. B.O. BASE PLATE ELEVATION = 99'-4", UNLESS OTHERWISE NOTED

5. T.O. PIER ELEVATION= 99'-4", UNLESS OTHERWISE NOTED

N.2-23

N.2-25

P-10

P-12

P-15

P-16

P-17

P-19

P-20

P-21

P-22

P-23

P-25

Q-18

Q.1-25

Q.2-23

Q.2-25

R-8.1

R-9

R-10

S-24

S-25

T-10

U-9

U-11

U-12

U-13

U-15

U-16

U-17

U-18

U-19

U-20

U-21

U-22

U-23

HSS 6x6x1/2"

HSS 12x8x1/2"

HSS 8x8x1/2"

HSS 6x6x1/2"

HSS 6x6x1/2"

HSS 8x8x1/2"

HSS 6x6x1/2"

HSS 6x6x1/2"

HSS 6x6x1/2"

HSS 6x6x1/2"

HSS 6x6x1/2"

HSS 6x6x1/2"

HSS 6x6x1/2"

HSS 6x6x1/2"

HSS 6x6x1/2"

HSS 6x6x1/2"

HSS 6x6x1/2"

HSS 6x6x1/2"

HSS 8x8x1/2"

HSS 8x8x1/2"

HSS 8x8x1/2"

HSS 8x8x1/2"

HSS 8x8x1/2"

HSS 6x6x1/2"

HSS 6x6x1/2"

HSS 6x6x1/2"

HSS 6x6x1/2"

HSS 6x6x1/2"

HSS 6x6x1/2"

HSS 6x6x1/2"

HSS 6x6x1/2"

HSS 6x6x1/2"

HSS 6x6x1/2"

HSS 8x8x1/2"

HSS 8x8x1/2"

HSS 6x6x1/2"

HSS 6x6x1/2"

TYPE B

TYPE E

TYPE B

TYPE B

TYPE C

TYPE B

TYPE B

TYPE C

TYPE B

TYPE B

TYPE B1

TYPE B

TYPE B

TYPE B

TYPE B1

TYPE B

TYPE B1

TYPE B

TYPE C

TYPE C2

TYPE C4

TYPE B2

TYPE B3

TYPE B

TYPE B

TYPE B

TYPE B1

TYPE B

TYPE B1

TYPE B1

TYPE B1

TYPE C3

TYPE C1

TYPE C

TYPE C3

TYPE B1

TYPE B1

HSS 8x8x1/2" TYPE C

HSS 8x8x1/2" TYPE C

HSS 8x8x1/2" TYPE C

HSS 8x8x1/2" TYPE C3

HSS 6x6x1/2"

HSS 6x6x1/2" TYPE B

TYPE B

HSS 6x6x1/2"

HSS 6x6x1/2" TYPE B1

TYPE B

HSS 6x6x1/2"


TYPE B1

HSS 6x6x1/2"


TYPE B1

HSS 6x6x1/2"

HSS 6x6x1/2" TYPE B

TYPE B

HSS 6x6x1/2"


TYPE B

HSS 6x6x1/2"

HSS 6x6x1/2" TYPE B

TYPE B1

HSS 8x8x1/2" TYPE C1

HSS 6x6x1/2"

HSS 6x6x1/2" TYPE B

TYPE B

HSS 10x10x1/2" TYPE D

HSS 6x6x1/2"

HSS 6x6x1/2" TYPE B

TYPE B

HSS 6x6x1/2"

HSS 6x6x1/2" TYPE B

TYPE B

HSS 6x6x1/2"


TYPE B

HSS 6x6x1/2"


TYPE B

HSS 6x6x1/2"


TYPE B1

HSS 6x6x1/2"

HSS 6x6x1/2" TYPE B

TYPE B

B.1-10 HSS 12x8x1/2" TYPE E

B.2-10

C-10 HSS 8x8x1/2" TYPE C

HSS 8x8x1/2" TYPE C

W-9 HSS 10x10x1/2"

E-2

E-2.3

E-6

E-7

E-8

F-6

F-7

G-6

G-7

J-6

J-7

J-8

J-10.2

L-8.1 HSS 8x8x1/2" TYPE C

HSS 4x4x3/8" TYPE A1

HSS 4x4x3/8" TYPE A1



HSS 10x10x1/2" TYPE C

HSS 8x8x1/2" TYPE C


HSS 8x8x1/2" TYPE C


HSS 6x6x1/2" TYPE B

HSS 6x6x1/2" TYPE B

HSS 4x4x1/2" TYPE A

HSS 4x4x1/2" TYPE A

HSS 8x8x1/2" TYPE C

HSS 8x8x1/2" TYPE C

TYPE D

FOOTING SIZE & REINFORCING REMARKS





SEE COLUMN K-12 FOOTING



5'-0"x5'-0"x1'-0" DEEP PAD FOOTING

W/ 6-#5's EACH WAY AT BOTTOM



















7'-0"x7'-0"x1'-6" DEEP PAD FOOTING W/

8-#5's EACH WAY AT TOP & BOTTOM











GRADE BEAM SEE FOUNDATION

PLAN

































































SEE PLAN






LONGITUDINAL & 11-#5's TRANSVERSE AT TOP

& BOTTOM, SEE PLAN FOR ORIENTATION


LONGITUDINAL & 11-#5's TRANSVERSE AT TOP

& BOTTOM, SEE PLAN FOR ORIENTATION

T.O. PIER EL = 99'-0", B.O. BASEPLATE EL = 99'-2"

T.O. PIER EL = 99'-0", B.O. BASEPLATE EL = 99'-2"

























SEE PLAN

SEE PLAN

SEE PLAN

SEE PLAN













SEE PLAN









J.9-23

J.9-26

HSS 8x8x1/2"

HSS 8x8x1/2"

TYPE C

TYPE C











02A

T.O. GRADE BEAM EL. = 98'-8"

B.O. BASEPLATE EL. = 98'-10"

T.O. GRADE BEAM EL. = 98'-8"

B.O. BASEPLATE EL. = 98'-10"

9" ANCHOR BOLT EMBEDMENT




02A








02A

02A

02A

02A

02A

02A


02A

02A


02A


02A

02A

02A

02A




02A

02A

02A

02A


02A


02A

02A

02A

02A

02A

02A

SEE 1/S3.04 FOR PIER REQUIREMENTS


02A


02A


02A


02A

SEE 9/S3.03 FOR PIER REQUIREMENTS 02A


02A

PROJECTION

EMBEDMENT

1"Ø DOUBLE NUT ANCHOR

BOLTS W/ 12" EMBEDMENT

AND 6" PROJECTION

CL

CL

2"

3"

3"

2"

2" 3" 3" 2"

HSS 4x4 COLUMN




AND 6" PROJECTION

CL

CL

2"

4"

4"

2"

2" 4" 4" 2"

HSS 6x6 COLUMN




AND 6" PROJECTION

CL

CL

2"

5"

5"

2"

2" 5" 5" 2"

HSS 8x8 COLUMN




AND 6" PROJECTION

CL

CL

2"

6"

6"

2"

2" 6" 6" 2"

HSS 10x10 COLUMN

16"x16"x1" BASE PLATE



AND 6" PROJECTION

CL

CL

2"

5 1/2"

1 1/2"

3"

2" 6" 6" 2"

HSS 8x8 COLUMN


1/2"



AND 6" PROJECTION

CL

CL

2"

4"

4"

2"

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

HSS 8x8 COLUMN




AND 6" PROJECTION

CL

CL

2"

5"

5"

2"

2" 7" 7" 2"

HSS 12x8 COLUMN




AND 6" PROJECTION

CL

CL

2"

4"

4"

2"

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

HSS 4x4 COLUMN




AND 6" PROJECTION

CL

CL

2"

4"

4"

2"

2" 4" 4" 7" 2"

HSS 6x6 COLUMN




AND 6" PROJECTION

CL

CL

2"

4"

4"

2"

2" 7" 4" 4" 7" 2"

HSS 6x6 COLUMN




AND 6" PROJECTION

CL

CL

2"

5"

5"

2"

2" 5" 5" 7" 2"

HSS 8x8 COLUMN




AND 6" PROJECTION

CL

CL

2"

4"

4"

7"

2"

2" 4" 4" 7" 2"

HSS 6x6 COLUMN


2"

5"

2"

8"

2"

2" 8" 2" 5" 2"



AND 6" PROJECTION

CL

CL

2"

5"

5"

7"

2"

2" 5" 5" 7" 2"

HSS 8x8 COLUMN

21"x14"x3/4" BASE PLATE2" 5" 5" 2" 5" 2"

2"

5"

5"

2"

5"

2"

#SHEET HISTORY:

?

? - #


402 477.9291 Fax 402 477.6542


Fairway, Kansas



Architecture


ISSUED

Column & FootingSchedule & BaseplateDetails

S3.01

TCEP No.: 046-001-15




December 15, 2016


SCALE: 1 1/2" = 1'-0"

TYPICAL ANCHOR BOLT DETAILF

SCALE: 1 1/2" = 1'-0"

BASE PLATE - TYPE AA

SCALE: 1 1/2" = 1'-0"

BASE PLATE - TYPE BB

SCALE: 1 1/2" = 1'-0"

BASE PLATE - TYPE CC

SCALE: 1 1/2" = 1'-0"

BASE PLATE - TYPE DD

SCALE: 1 1/2" = 1'-0"

BASE PLATE - TYPE C1C1

SCALE: 1 1/2" = 1'-0"

BASE PLATE - TYPE C2C2

SCALE: 1 1/2" = 1'-0"

BASE PLATE - TYPE EE

SCALE: 1 1/2" = 1'-0"

BASE PLATE - TYPE A1A1

SCALE: 1 1/2" = 1'-0"

BASE PLATE - TYPE B1B1

02A

02A

SCALE: 1 1/2" = 1'-0"


02A

SCALE: 1 1/2" = 1'-0"

BASE PLATE - TYPE C3C302A

SCALE: 1 1/2" = 1'-0"


02A

SCALE: 1 1/2" = 1'-0"

BASE PLATE - TYPE C4C402A

A - 02 01/05/2017 AS PER ADDENDUM #02

INTEGRAL CONCRETE PIER W/6-#5's VERT W/ 1'-0" BEND INTOFOOTING W/ #3 TIES @ 12" O.C.

LINE OF BASEPLATE ABOVE

HSS 8x8 COLUMN ABOVE

1'-6" WIDE STEM WALLREINF. W/ #5's @ 12" O.C.EACH WAY, EACH FACE W/1'-0" BEND INTO FOOTING

EXTEND STEM WALL HORIZONTALSTHROUGH PIER, TYP

NOTES:1. CONCRETE CURB NOT SHOWN FORCLARITY, SEE FOUNDATION PLAN ANDARCH SHEETS FOR REQUIREMENTS.2. PIER VERTS & TIES SHALL BE PLACEDTO SURROUND ANCHOR BOLTS.

R

8.1

5"11

" 1' -

4"

1' - 4" 1' - 0"

10"

R

9

1' - 4" 2" 10"1'

- 0

"1'

- 0

"




1'-6" WIDE STEM WALLREINF. W/ #5's @ 12" O.C.EACH WAY, EACH FACE W/1'-0" BEND INTO FOOTING


NOTE:CONCRETE CURB NOT SHOWNFOR CLARITY, SEE FOUNDATIONPLAN AND ARCH SHEETS FORREQUIREMENTS

NOTE: PIER VERTS & TIESSHALL BE PLACED TOSURROUND ANCHOR BOLTS




CONCRETE GRADE BEAM, SEEFOOTING & FOUNDATION PLANFOR EXACT SIZE & REINFORCING

EXTEND GRADE BEAMHORIZONTALS THROUGH PIER, TYP

108

OPP

B.1

1' -

3"

1' -

3"

3" 1' - 6"CONCRETE GRADE BEAM, SEEFOOTING & FOUNDATION PLANFOR EXACT SIZE & REINFORCING

1' -

6"

2' - 0"

NOTE:CORNER BARS NOTSHOWN FOR CLARITY


#4 CLOSED GRADE BEAM TIE@ 12" O.C. TYP OF 3



EXTEND GRADE BEAM HORIZONTALSTHROUGH PIER, TYP

11

U T

1' -

0 3

/8"

7 5/

8"

1' - 0 3/8" 8 1/8" 1' - 0 3/8" 7 5/8"



1' - 0 3/8" 7 5/8"

1' - 8 1/2"

#6 CORNER BAR W/ 24" LEGS (MIN) TYPEACH O.S.F. OF GRADE BEAM HORIZ.

#6 CORNER BAR W/ 24" LEGS (MIN) TYPEACH I.S.F. OF GRADE BEAM HORIZ.


1' -

2"

1' - 6"




EXTEND GRADE BEAM HORIZONTALSTHROUGH PIER, TYP



10.2

J

10"

10"

10" 10"

80°

#6 CORNER BAR W/ 24" LEGS (MIN)TYP EACH I.S.F. GRADE BEAM HORIZ.

#6 CORNER BAR W/ 24" LEGS(MIN) TYP EACH O.S.F. GRADEBEAM HORIZ.

#4 CLOSED GRADE BEAM TIE@ 12" O.C. TYP OF 3

KL

8" 7 5/8" 1' - 0 3/8" 2' - 11 5/8"

12

1' -

4 3

/8"

7 5/

8"

1' -

0 3

/8"

INTEGRAL CONCRETEPIER W/ 8-#5's VERT W/1'-0" BEND INTO FOOTINGW/ 2 SETS OF #3 TIES @12" O.C. (AS SHOWN)



EXTEND GRADE BEAMHORIZ. THROUGH PIER, TYP


7 5/8" 1' - 0 3/8"





1' -

2"

1' - 6"

1' -

6"

1' - 10"


INTEGRAL CONCRETE PIER W/8-#5's VERT W/ 1'-0" BEND INTOFOOTING W/ 2 SETS OF #3 TIES@ 12" O.C. (AS SHOWN)




L

10

1' - 5 5/8" 1' - 0 3/8"

1' -

0"


1' -

0"

1' -

6"

7 5/8" 1' - 0 3/8"





1'-8" WIDE STEM WALL REINF. W/#5's @ 12" O.C. EACH WAY, EACHFACE W/ 1'-0" BEND INTO FOOTING


N.2

8.1

5"

10" 10"

1' -

0"


N.2

9

INTEGRAL CONCRETE PIER W/ 4-#5'sVERT W/ 1'-0" BEND INTO FOOTINGW/ #3 TIES (14" SQUARE) @ 12" O.C.



1'-8" WIDE STEM WALL REINF. W/#5's @ 12" O.C. EACH WAY, EACHFACE W/ 1'-0" BEND INTO FOOTING


1' -

0"

10" 10"


INTEGRAL CONCRETE PIER W/8-#5's VERT W/ 1'-0" BEND INTOFOOTING W/ 2 SETS OF #3 TIES@ 12" O.C. (AS SHOWN)



EXTEND CONCRETE WALL HORIZ.THROUGH PIER, TYP

CIP CONCRETE WALL, SEEFOOTING & FOUNDATION PLANFOR EXACT SIZE & REINFORCING

CIP CONCRETE WALL, SEEFOOTING & FOUNDATION PLANFOR EXACT SIZE & REINFORCING

N.2

10

1' -

0"

1' - 0" 1' - 0"

1' -

0"

1' -

0"

1' - 0"








10

R

7 5/

8"1'

- 0

3/8

"

1' - 4" 2" 10"


1' -

2"

1' - 6"








10

T

CONCRETE GRADE BEAM,SEE FOOTING &FOUNDATION PLAN FOREXACT SIZE & REINFORCING

7 5/

8"1'

- 0

3/8

"

1' - 0 3/8" 7 5/8"


1' -

2"

2' - 0"


GRID LOCATIONS

U-12






GRID

GRID

U-13

U-15

U-17

U-19

U-22

S-24 K-13 OPP

K-16 OPP

L-11 OPP

K-21 OPP

1' - 0 3/8" 7 5/8"

U-16

U-18

U-21

U-20

L-18 OPP

K-14 OPP

K-18 OPP

K-20 OPP

K-19.5 OPP

K-20.1 OPP

2' -

6"

1' - 2"





EXTEND GRADE BEAM HORIZ.THROUGH PIER, TYP


KL

19 17

OPP

7 5/8" 3' - 4 3/8" 7 5/8" 1' - 0 3/8"

7 5/

8"

8"1'

- 0

3/8

"

7 5/8" 1' - 0 3/8" 2' - 11 5/8" 2' - 4 3/8" 8"





1' - 6"

1' -

2"

1' -

2"

1' - 6"







Q.1

25

1' -

0 3

/8"

7 5/

8"

P

Q.2

1' -

2"

1' - 6"






25

N.2

3' -

0"

1' -

0 3

/8"

7 5/

8"

2' - 1 1/4" 2' - 4 3/4"


INTEGRAL CONCRETEPIER W/ 4-#5's VERT W/1'-0" BEND INTO FOOTINGW/ #3 TIES @ 12" O.C.





K

22

7 5/8" 1' - 0 3/8"

CONCRETE GRADE BEAM,SEE FOOTING &FOUNDATION PLAN FOREXACT SIZE & REINFORCING

1' -

9 5

/8"

8 3/

8"


1' -

6"

1' - 2"


INTEGRAL CONCRETEPIER W/ 4-#5's VERT W/1'-0" BEND INTO FOOTINGW/ #3 TIES @ 12" O.C.





S

23

1' - 0 3/8" 7 5/8"CONCRETE GRADE BEAM,SEE FOOTING &FOUNDATION PLAN FOREXACT SIZE & REINFORCING

1' -

0 3

/8"

7 5/

8"

U

25


1' - 2"

1' -

6"


#SHEET HISTORY:

?

? - #


402 477.9291 Fax 402 477.6542


Fairway, Kansas



Architecture


ISSUED

Pier Details

S3.02

TCEP No.: 046-001-15




December 15, 2016

01/05/2017 AS PER ADDENDUM #02

SCALE: 3/4" = 1'-0"

FOUNDATION PLAN DETAIL1

SCALE: 3/4" = 1'-0"


SCALE: 3/4" = 1'-0"


SCALE: 3/4" = 1'-0"


SCALE: 3/4" = 1'-0"


SCALE: 3/4" = 1'-0"


SCALE: 3/4" = 1'-0"

FOUNDATION PLAN DETAIL3SCALE: 3/4" = 1'-0"


SCALE: 3/4" = 1'-0"


SCALE: 3/4" = 1'-0"


SCALE: 3/4" = 1'-0"



SCALE: 3/4" = 1'-0"


SCALE: 3/4" = 1'-0"


SCALE: 3/4" = 1'-0"





PRE-ENGINEEREDSTRUCTURAL INSULATEDPRECAST PANEL, SEEFRAMING PLAN

METAL ROOF DECK, SEEFRAMING PLAN FORTYPE & GAUGE

CONT 4x4x3/8" ANGLE w/ FITTEDSTIFFENERS @ 24" O.C.

EMBED PLATE BY PRECASTSUPPLIER @ 24" O.C.(RD = 0.5K, RL = 0.5K)

GRID

EL = VARIESB.O. DECK

EL = SEE ARCHT.O. WALL .

1/4

NOTE: SEE DETAIL 3 THISSHEET FOR JOIST BRIDGINGREQUIREMENTS

CONT 4x4x3/8" ANGLE

10" PRE-ENGINEEREDSTRUCTURAL INSULATEDPRECAST PANEL

3/8" DIA. POWERS WEDGE BOLTHEAVY DUTY SCREW ANCHORW/ 1 1/2" EMBEDMENT @ 5" O.C.

1.5"x20 GA TYPE B WIDERIB STEEL ROOF DECK

OPEN WEB STEEL JOIST,SEE FRAMING PLANS FORSIZE & SPACING

GRID

EL = SEE ARCHT.O. WALL

BRIDING, AS REQUIRED

4x4x1/4"x0'-8" ANGLE

3/8" DIA. POWERS WEDGE BOLTHEAVY DUTY SCREW ANCHORW/ 1 1/2" EMBEDMENT @ 5" O.C.


GRID


EMBED PLATE BYPRECAST MANUF., TYP

PRECAST HOLLOWCOREPANEL, SEE FRAMING PLAN

INTEGRALLY PRECAST HAUNCHBY PRECAST MANUFACTURER(POST-INSTALLED HAUNCH @GYM WALL)

EL = SEE PLANT.O. HOLLOWCORE

ROOF JOISTS &CONTINUOUSINTEGRALLYPRECAST HAUNCHTHIS SIDE AT GYMWALL (NOT SHOWN)

3/4" Øx6" LONGHEADED STUD@ 12" O.C.

PRECAST HOLLOWCOREPANEL, TYP, SEE FRAMINGPLAN

WIDE FLANGE BEAM, SEEFRAMING PLAN

EL = SEE PLANT.O. STEEL


PRECAST MANUF

MINIMUMBEARING PER

CL


EMBED PLATE BY PRECASTMANUFACTURER


GRID

PRECAST HOLLOWCOREPANEL, SEE FRAMINGPLAN

CLIP ANGLE & WELD BYPRECAST MANUF.


L4x4x1/4" CONTINUOUS,PROVIDE DECK ATTACHMENTPER GENERAL NOTES ORMANUF. RECOMMENDATION


EMBED PLATE w/ HEADEDSTUD ANCHORS BYPRECASTMANUFACTURER (EMBEDPLATE @ 48" O.C. MIN. @SIM CONDITION, RD=15k,RL=15k, RS=15k)

METAL ROOF DECK,SEE FRAMING PLAN


GRID

6x6x3/8"x0'-8" ANGLE w/FITTED STIFFENERCENTERED ON JOISTBEARING (CONT ANGLE@ SIM CONDITION)

TYP1/4" 4


3/16" 3

EL = SEE PLANB.O. JOIST BRG

GRID ON OPP SIDE OFWALL @ SIM CONDITION

PRECAST HOLLOWCOREPANEL, SEE FRAMING PLAN

GRID

HSS STEEL COLUMN, SEEFRAMING PLAN

EMBED PLATE w/ HEADEDSTUD ANCHORS @ COLUMNLOCATION CAPABLE OFWITHSTANDING AN ULTIMATESHEAR FORCE OF 8 KIPS

EL = VARIEST.O. HOLLOWCORE

6"x6"x3/8"x6" LONG ANGLECENTERED AT COLUMN

1/4

1/4 4

4"x4"x3/8" CONTINUOUSANGLE DECK CLOSURE,ATTACH TO STEEL STUDWALL AS REQUIRED

PRE-ENGINEEREDSTRUCTURALPRECAST PANEL, SEEFRAMING PLAN

PRECAST DOUBLE TEEw/ TOPPING, SEEFRAMING PLAN

CONCRETE TOPPING w/REINFORCMENT, SEE PLAN

GRID


EL = SEE PLANT.O. DOUBLE TEE

METAL ROOF DECK, SEEFRAMING PLAN & STEELROOF DECK NOTES

4x4x3/8" CONTINUOUS ANGLEw/ 1/4" FITTED STIFFENERS @24" O.C., PROVIDE DECKATTACHMENT PER STEELROOF DECK NOTES

1/4

EMBED PLATE & DEFORMEDREBAR ANCHOR BYPRECAST MANUFACTURERDECK BRG

1 1/2" MIN

EMBED CHANNELANCHOR/STEEL STRAPBY PRECASTMANUFACTURER


PRE-ENGINEEREDSTRUCTURALPRECAST PANEL, SEEFRAMING PLAN

PRECAST DOUBLETEE w/ TOPPING, TYP,SEE FRAMING PLAN

CONCRETE TOPPING w/REINFORCMENT, SEE PLAN

GRID


EL = SEE PLANT.O. DOUBLE TEE

EMBED PLATE &DEFORMED BAR ANCHORBY PRECASTMANUFACTURER, TYP

EMBED CHANNELANCHOR/STEEL STRAP BYPRECAST MANUFACTURER,TYP

TYP1"

PRE-ENGINEEREDSTRUCTURAL INSULATEDPRECAST PANEL, SEEFRAMING PLANS

GRID


EMBED PLATE BY PRECASTMANUF., TYP

DOUBLE-TEE RIB,SEE FRAIMING PLAN

CONCRETE TOPPING, SEEFRAMING PLAN FOR DEPTHAND REINFORCEMENT

CONTINUOUS INTEGRALLYPRECAST HAUNCH BYPRECAST MANUFACTURER

COIL ROD & INSERT BYPRECAST MANUF.

EL = SEE FRAMING PLANT.O. DOUBLE-TEE

8"

1"

8"8"

BEARING PAD BYPRECAST MANUF.

DOUBLE-TEE FLANGE,REINFORCEMENT PERPRECAST MANUFACTURER

1"

EMBED PLATE & DEFORMEDBAR ANCHOR BY PRECASTMANUFACTURER

CLIP ANGLE & WELD TO EMBEDPLATE BY PRECAST MANUF.

D

TO

WO

RK

ING

PO

INT

4' -

0"

WP

WP

WT9X27.5

JOINT, TYP2" EXPANSION

FACE OF EXISTING BUILDING,VERIFY IN FIELD

CEILING, SEE ARCHITECTURALDETAILS & ANNOTATION

1 1/

4"

1 1/

4" 1 1/2"

3"

1 1/2"

GAGE

WORKABLE

TO WORKING POINT

4' - 1 1/2"

1 1/

2"1

1/2"

EMBED PLATE AT WT BEARING PLATE SHALL BECAPABLE OF WITHSTANDING THE FOLLOWINGSERVICE LOADS: RD = 3.0K, RL = 4.0K, RS = 4.0K

EMBED PLATE AT WT BEARING PLATE SHALL BECAPABLE OF WITHSTANDING THE FOLLOWING SERVICETENSION LOADS: RD = 4.0K, RL = 4.0K, RS = 6.0K

LL4x4x3/8x3/8"

T.F. = 114' - 4"

3/8" GUSSET PLATE(2) 3/4" DIA A325 BOLTS,SNUG TIGHT

1 1/2" MIN 1/4 8

1/2"(2) 3/4" DIA A325BOLTS, SNUG TIGHT,ON PL3/8"x6"x3 1/2"SHEAR TAB

1 1/2" 1 1/2"

1/4

1 1/

2"

1 1/2" MIN

3"1 1/2"

PRECAST DOUBLE-TEEFLANGE, SEE PLAN

CONT. 4X4X3/8 ANGLE

METAL DECK, SEE PLAN

G.C. FIELD VERIFY

CONCRETE TOPPING, SEEFRAMING PLAN FOR DEPTHAND REINFORCEMENT


N.2

EL = 113'-2"T.O. STEEL


6" STEEL STUD WALL, SEE ARCH

5x3x1/4x1'-3" (LLV) ANGLETYP EA SIDE OF WEB

6 5/8"

CONT. #5 TYP OF 2 ASSHOWN, w/ #5 CORNER BARw/ 24" LEGS @ EA. CORNER

4" CONCRETE TOPPING SLOPEDTO DRAIN, SEE ARCH ON 2"RIGID INSUL. ON SHEETWATERPROOFING MEMBRANCEON 4" CONC. SLAB w/ 6x6-W2.9xW2.9 WWM OVER 1.5"x 22GA TYPE VL GALV. COMPOSITESTEEL FLOOR DECK

BETWEEN GRIDS 22 & 23

4" CONC. SLAB w/ 6x6-W2.9xW2.9 WWMOVER 1.5"x 22 GA TYPE VL GALV.COMPOSITE STEEL FLOOR DECK

CEMENT BOARD NOTSHOWN, SEE ARCH

CIP CONC. CURB w/ #5 BENTBARS @ 16" O.C.

BEARING SEAT BEYOND


11"

3/16"


EL = SEE ARCHT.O. CURB

4x4x1/4" ANGLE POUR STOPBETWEEN WIDE FLANGE BEAMS

5/8"

K

EL = 115'-6 1/2"T.O. STEEL .


J.9

EL = 118'-0"T.O. CMU .

1' - 4"


BETWEEN GRIDS 22 & 23

OPEN WEB STEEL JOIST, SEEFRAMING PLAN FOR SIZE



CONT. 4x4x1/4" ANGLE

11 1/2"

WIDE FLANGE BEAM, SEEFRAMING PLAN FOR SIZE, TYP

SEE ARCH FOR WINDOWSYSTEM, NOT SHOWN

8" CMU WALL W/ #5's VERT @16" O.C. W/ HORIZ. TRUSSTYPE JOINT REINF. @ 16" O.C.

CONT. KNOCK-OUT BOND BEAM W/1-#5 HORIZ., PROVIDE 1-#5 CORNERBAR W/ 24" LEGS @ CORNER



FIELD WELD VERT REBARTO BEAM

CONT. 4x4x1/4 ANGLE

7 5/8"

WIDE FLANGE BEAM, SEEFRAMING PLAN FOR SIZE, TYP

23


EL = 118'-0"T.O. CMU

SEE ARCH FOR WINDOWSYSTEM, NOT SHOWN

8" CMU WALL W/ #5's VERT @16" O.C. W/ HORIZ. TRUSSTYPE JOINT REINF. @ 16" O.C.

CONT. KNOCK-OUT BOND BEAM W/1-#5 HORIZ., PROVIDE 1-#5 CORNERBAR W/ 24" LEGS @ CORNER



OPEN WEB STEEL JOIST, SEEFRAMING PLAN FOR SIZE


5/8"Ø SIMPSON STRONG-TIETITEN HD HEAVY DUTYSCREW ANCHOR w/ 4 1/2"EMBEDMENT TYP @ 16" O.C.IN GROUTED CELLS


7 5/8"

3x3x1/4 ANGLE BRACE @ 48" O.C.


FIELD WELD VERT REBAR TO BEAM

CONT. 4x4x1/4 ANGLE

BETWEEN GRIDS N.2 & K



22

EL = 114'-0" .FINISH FLOOR

6 5/8"

5/8"

CONT. HSS 6x3x1/4"



BETWEEN GRIDS N & K

#5 BENT BAR W/ 18" HORIZ.LEG @ 16" O.C. 2@6

4" CONC. SLAB w/ 6x6-W2.9xW2.9WWM OVER 1.5"x 22 GA TYPE VLGALV. COMPOSITE STEELFLOOR DECK

CEMENT BOARD NOTSHOWN, SEE ARCH

STEEL STUD WALL, SEE ARCH


CIP CONC. CURB w/ #5 BENTBARS @ 16" O.C.

Q.2

9"

STAIR CARRIAGE, SEESTAIR FRAMING PLAN

PAN STAIR ANGLESUPPORT PER STAIRMANUFACTURER

HSS STEEL BEAM, SEESTAIR FRAMING PLAN

STRUCTURAL SLAB,SEE FRAMING PLAN

STEEL BEAM, SEE STAIRFRAMING PLAN

WEB STIFFENER, SEETYPICAL DETAIL

WT9x27.5 STAIR CARRIAGEBEARING SUPPORT

3/8"x10"xCONT. BENTPLATE DECK CLOSURE

1/4 2-12

1 1/2"

1 1/2"

35/64"

2"

1/4

3/8" THICK SHEAR TAB w/2-3/4" Ø A325 BOLTS, SNUGTIGHT

3/8" THICK SHEAR TAB w/ 2-3/4" ØA325 THRU-BOLTS, SNUG TIGHT

1/4

1 1/2" 3"

1 1/2"1/2"

PL3/8"x3 1/2"x0'-10" BENTPLATE @ EACH FACE OFSTEEL HSS w/ 3-3/4" Ø A325BOLTS, SNUG TIGHT

CJP

2"2"

6 1/2"

4"

Q.2

1"

1 1/

2"

3"

1 1/

2"

1"1

1/4"

STRUCTURAL SLAB, SEESTAIR FRAMING PLAN

1/4 2-12

PAN STAIR, SEE ARCH

1'-0" MAX

SEE ARCH 3/8" STEEL PLATE DECKEDGE SUPPORT, SEESPECIFICATIONS FORDECK CLOSURE &ATTACHMENT

HSS STAIR CARRIAGE, SEESTAIR FRAMING PLAN

PAN STAIR ANGLESUPPORT PER STAIRMANUFACTURER

STEEL BEAM, SEE STAIRFRAMING PLAN

3/8" SHEAR TAB PLATE w/ 2-3/4" ØA325 BOLTS, SNUG TIGHT

1 1/2"

1 1/2"

1/2"

1/4

HSS STEEL BEAM, SEESTAIR FRAMING PLAN

1/4 2-12

Q.1

#3x1'-6" DBA @ 18" O.C.WELDED TO DECK CLOSUREANGLE

STRUCTURAL DECK, SEEFLOOR & LOW ROOFFRAMING PLAN AREA 'D',PROVIDE DECKATTACHMENT PER SPECS

STEEL BEAM, SEE FLOOR &LOW ROOF FRAMING PLANAREA 'D'

1/4 2/12

1 1/

2"3"

3"1

1/2"

1/4

PL3/8"x3 1/2"x0'-8"

1 1/2"

1 1/2"

1/2"

3/8"xCONT. BENT PLATEDECK EDGE SUPPORT

3/4" Ø A325 BOLT, SNUGTIGHT, TYP

STAIR STRINGER,SEE STAIRFRAMING PLAN

1'-0" MAX

SEE ARCH

4"

S

STEEL HSS COLUMN,SEE COLUMN SCHEDULE

HSS STEEL BEAM, SEE STAIRFRAMING PLAN

L4x4x1/4 x 0'-9" w/ 3-3/4" Ø A325THRU BOLTS, SNUG TIGHT,SPA. AS SHOWN, TYP

1 1/

2"3"

3"1

1/2"

1 1/

2"

GAGE

2 1/2" L4x3x1/4 x 0'-4" BEARINGSEAT, SHORT LEGVERTICAL

L4x3x1/4 x 0'-4" CLIPANGLE, SHORT LEGVERTICAL

3/16 3

3/16 3

3/16 3

3/16 6

24

STEEL HSS, SEE STAIRFRAMING PLAN

STEEL WIDE FLANGE BEYONDw/ TYPICAL WEB CONNECTIONPER SCHEDULE, SEE STAIRFRAMING PLAN

STEEL HSS BEAMBEYOND, SEE STAIRFRAMING PLAN

1"

1 1/

2"3"3" 1 1/

2"

2"

L4x4x1/4 x 0'-9" w/ 3-3/4" Ø A325THRU BOLTS, SNUG TIGHT,SPA. AS SHOWN, TYP

3/16 6

PL 3/8"x4"x0'-6 1/2" w/ 2-3/4"Ø A325 THRU BOLTS, SNUGTIGHT, TYP, SEE DETAIL19/S4.02 FOR SIMILARCONDITION.*NOTE: CONNECTIONTYPICAL FOR HSS6X6STEEL DECK SUPPORTBEAMS AT STAIR FRAMING

GAGE2 1/2" WORKABLE

SEE PLAN

3 1/

2"

3" x 20 GAGE TYPE NAACOUSTICAL STEEL ROOF DECK


EL = VARIESJOIST BEARING

GRID

PRE-ENGINEEREDSTRUCTURAL INSULATEDPRECAST PANEL


SEE FRAMING PLAN


PRECAST HAUNCH, BYPRECAST SUPPLIER (HAUNCHSHALL BE CONTINUOUS)

EMBED PLATE BY PRECASTSUPPLIER @ 2'-0" O.C.

EL = VARIESDECK BEARING

3" x 20 GA TYPE NA ACOUSTICALSTEEL ROOF DECK

CONT. 5x5x3/8" ANGLE W/ 1/4"FITTED STIFFENERS @ 24" O.C.

1/4" 4



HSS 3x3x1/4" (MIN) HORIZ.BRACE, FIELD CUT TO LENGTH,MIN. 2 PER WALL PANEL

BOTH ENDS3/16" 3

PRE-ENGINEEREDSTRUCTURALPRECAST PANEL

GRID

NOTE: JOIST BRIDGINGNOT SHOWN, SEE 3/S4.02

25

TYPICAL SHEAR TAB CONN,SEE WEB CONNECTION SCHED

STEEL WIDE FLANGE BEAM,SEE STAIR FRAMING PLAN

STEEL HSS BEAM, SEE STAIRFRAMING PLAN

STEEL HSS COLUMN,SEE COLUMN SCHEDULE

6 1/2"

1 1/2" 3" 2"

3/8"x4"x0'-10 1/2" BENT PLATE ATEACH FACE OF HSS w/ 2-3/4" ØA325 THRU BOLTS, SNUG TIGHT

2"2"

EACH BENT

PLATE3/16 3

6 1/2"

4"

SEE WEB

CONN

SCHED

#SHEET HISTORY:

?

? - #


402 477.9291 Fax 402 477.6542


Fairway, Kansas



Architecture


ISSUED

Framing Details

S4.02

TCEP No.: 046-001-15




December 15, 2016


SCALE: 3/4" = 1'-0"

DECK TO NON-BEARING PRECAST PANEL2SCALE: 3/4" = 1'-0"

DECK WITH BRIDGING TO PRECAST PANEL3

SCALE: 3/4" = 1'-0"

HOLLOWCORE BEARING ON PRECAST WALL8

SCALE: 3/4" = 1'-0"

HOLLOWCORE BEARING ON STEEL BEAM9SCALE: 3/4" = 1'-0"

HOLLOWCORE AT NON-BEARING PRECAST10

SCALE: 3/4" = 1'-0"

JOIST BEARING ON PRECAST AT PARAPET1

SCALE: 3/4" = 1'-0"

SECTION DETAIL11

SCALE: 3/4" = 1'-0"

DECK AT INTERIOR NON-BEARING PRECAST5SCALE: 3/4" = 1'-0"

DOUBLE-TEE AT NON-BEARING PRECAST6SCALE: 3/4" = 1'-0"

DOUBLE-TEE BEARING ON PRECAST WALL7

SCALE: 3/4" = 1'-0"

TYPICAL SECTION @ WT BEARING ON PRECAST WALL4

SCALE: 3/4" = 1'-0"

SECTION DETAIL12SCALE: 3/4" = 1'-0"

SECTION DETAIL13

SCALE: 3/4" = 1'-0"


SECTION DETAIL15

SCALE: 1 1/2" = 1'-0"

STAIR CARRIAGE CONNECTION AT LANDING19SCALE: 1 1/2" = 1'-0"

STAIR CARRIAGE CONNECTION AT LANDING21

SCALE: 1 1/2" = 1'-0"

STAIR STRINGER CONNECTION AT FLOOR18

SCALE: 1 1/2" = 1'-0"

HSS BEAM CONNECTION AT COLUMN22SCALE: 1 1/2" = 1'-0"

HSS CONNECTION AT COLUMN20

SCALE: 3/4" = 1'-0"


SECTION DETAIL17

SCALE: 1 1/2" = 1'-0"

STAIR STRINGER CONNECTION AT LANDING23

21 20

A

S5.02

C

S5.02

C

S5.02

B

S5.02

A

S5.02

B

S5.02


WIDE FLANGE BEAM, SEEFRAMING PLANS FOR SIZE, TYP

HSS COLUMN, SEE SCHEDULEON SHEET S3.01 FOR SIZE, TYP

EL = 99'-6"B.O. BASE PLATE

EL = 127'-1 1/2"T.O. STEEL


HSS 4x4x1/4" BRACE, TYP


22 21

A

S5.02

C

S5.02

C

S5.02

B

S5.02

A

S5.02

B

S5.02



HSS COLUMN, SEESCHEDULE ON SHEETS3.01 FOR SIZE, TYP


EL = 127'-9 1/2"T.O. STEEL




2221

A

S5.02

C

S5.02

C

S5.02

B

S5.02

A

S5.02

B

S5.02





EL = 128'-0 3/4"T.O. STEEL




2324

C

S5.02

C

S5.02



EL = 127'-4 7/8"T.O. STEEL



EL = 107'-2"T/STEEL @ STAIR

9

S5.02

Q.2Q.1

B

S5.02

A

S5.02

B

S5.02

B

S5.02





EL = SLOPEST.O. STEEL




23

S4.02

HSS COLUMN, SEE SCHEDULEON SHEET S3.01 FOR SIZE HSS 4x4x1/4" BRACE

1/4"

EL = SEE SCHEDULEB.O. BASE PLATE

5/8" THICK GUSSET PLATE

1/2"

4 1/2" MIN

WORK POINT

ERECTION BOLT

1/2" TYP

8" MIN

TYP1/4" 4

HSS COLUMN, SEE SCHEDULEON SHEET S3.01 FOR SIZE

HSS 4x4x1/4" BRACE

1/4" 14" MIN


WORK POINT

4 1/2" MIN

WIDE FLANGE BEAM,SEE PLAN FOR SIZE

1/4" 12" MIN

1/4" 4"

TYP1/4" 4"

ERECTION BOLT

1/2"1 1/2"

1 1/2"

1 1/2"

3"3"

1 1/2"

3/8" THICK SHEAR TAB w/3-3/4" Ø A325 BOLTS SNUGTIGHT, TYP

SEE WEB CONNECTIONSCHEDULE FOR BEAMCONN TO COLUMN


TYP1/4" 4"


WORK POINT

WIDE FLANGE BEAM,SEE PLAN FOR SIZE

1/2"

1/2"

4 1/2

" MIN

1/2" TYP

1/4"

ERECTION BOLT, TYP

20 19

A

S5.02

C

S5.02

A

S5.02





EL = 127'-9 1/2"T.O. STEEL



K N

C

S5.02

B

S5.02

B

S5.02





EL = 128'-10 3/4"T.O. STEEL



EL = 128'-3 1/4"T.O. STEEL .

K M

A

S5.02

C

S5.02

C

S5.02

B

S5.02

A

S5.02

B

S5.02





EL = 128'-10 3/4"T.O. STEEL




EL = 128'-4 3/8"T.O. STEEL .


1/2" TYP5/8" THICK GUSSET PLATE, TYP

ERECTION BOLT, TYP

1/4" 12" MINTYP

TYP1/4" 4"

23

STEEL BEAM, SEE FLOOR &LOW ROOF FRAMING PLANAREA 'D'

STEEL HSS BRACE, SEEFRAMING ELEVATION

ERECTION BOLT

1"

4"

1"

5/8" GUSSET PLATE,COPE AS REQUIRED

1/4" 4"

1/4" 6"

5 1/2" MIN

1/4" WEB STIFFENER, SEETYPICAL DETAIL

#SHEET HISTORY:

?

? - #


402 477.9291 Fax 402 477.6542


Fairway, Kansas



Architecture


ISSUED

Brace Frame Elevations &Details

S5.02

TCEP No.: 046-001-15




December 15, 2016


SCALE: 1/4" = 1'-0"

BRACE FRAME ELEVATION @ GRID U1SCALE: 1/4" = 1'-0"

BRACE FRAME ELEVATION @ GRID P2SCALE: 1/4" = 1'-0"

BRACE FRAME ELEVATION @ GRID N3 SCALE: 1/4" = 1'-0"

BRACE FRAME ELEVATION @ GRID S4

SCALE: 1/4" = 1'-0"

BRACE FRAME ELEVATION @ GRID 258

SCALE: 1 1/2" = 1'-0"

CONNECTION DETAILASCALE: 1 1/2" = 1'-0"

CONNECTION DETAILBSCALE: 1 1/2" = 1'-0"

CONNECTION DETAILC

SCALE: 1/4" = 1'-0"

BRACE FRAME ELEVATION @ GRID P7SCALE: 1/4" = 1'-0"

BRACE FRAME ELEVATION @ GRID 225SCALE: 1/4" = 1'-0"

BRACE FRAME ELEVATION @ GRID 20.16

SCALE: 1 1/2" = 1'-0"

CONNECTION DETAILD

02A

02A

SCALE: 1 1/2" = 1'-0"

CONNECTION DETAIL9

02A

A - 02 01/05/2017 AS PER ADDENDUM #02

L N.2 R

25' - 6 1/2"32' - 0 3/8"29' - 0 3/8"

86' - 7 1/4"

HSS16X8X5/8

HSS16X8X5/8

HSS16X8X5/8

W18x40

W10x19

DECK ANGLE SUPPORT, SEE FLOOR &LOW ROOF FRAMING PLAN AREA 'C'

3' - 4"

HSS8X8X1/2

HSS8X8X1/2

HSS8X8X1/2

1/2" CAP PLATE, TYP,SHIM AS REQUIRED

SEE FLOOR & LOWER ROOFFRAMING PLAN AREA 'C'

FOUNDATIONS NOT SHOWN, SEEFOOTING & FOUNDATION PLAN AREA'C' & COLUMN SCHEDULE, TYP

SLAB ON GRADE, TYP, SEE FOOTING& FOUNDATION PLAN AREA 'C'

COORDINATE EXACT STAIRPITCH & RUN WITH ARCH

THICKENED SLAB AT BASE OFSTAIR FOR STRINGERANCHORAGE, SEE ARCH

SLOPE, SEE ARCH

SEE FLOOR & LOWER ROOFFRAMING PLAN AREA 'C' FORROOF FRAMING ELEVATIONSOVER COMMONS

EL = 131'-2 1/2"T/STEEL @ PEAK

EL = 100'-0"FINISH FLOOR


18

S4.02

SIM

A

S2.08

UL N.2 R W

FOUNDATIONS NOT SHOWN,SEE FOOTING & FOUNDATIONPLAN AREA 'C' & COLUMNSCHEDULE, TYP


W21X68

HSS8X8X1/2

HSS8X8X1/2

HSS8X8X1/2

HSS8X8X1/2

HSS8X8X1/4 HSS8X8X1/4

W8x10 W8x10 W8x10 W8x10 W8x10 W8x10 W8x10 W8x10

W14X53

W14X53

STEEL CHANNEL, TYP,SEE FRAMING PLAN


COORDINATE EXACT STAIRPITCH & RUN WITH ARCH

9' - 0"6' - 0"10' - 6 1/2"32' - 0 3/8"29' - 0 3/8"

DIAGONAL STEEL HSS OUT OFPLANE SHOWN AS HALFTONE, TYP,SEE FRAMING PLAN

HSS STEEL COLUMNS &CORRESPONDING BASEPLATESOUTSIDE OF BUILDINGENVELOPE TO BE GALVANIZED,PAINT TO BE COORDINATEDWITH ARCH, SEE FRAMING PLAN& PROJECT SPECIFICATIONS

HSS STEEL BEAMS &CORRESPONDING CONNECTIONSEXPOSED TO WEATHER OUTSIDEOF BUILDING ENVELOPE TO BEGALVANIZED, PAINT TO BECOORDINATED WITH ARCH, SEEEFRAMING PLAN & PROJECTSPECIFICATIONS

THICKENED SLAB AT BASE OFSTAIR FOR STRINGERANCHORAGE, SEE ARCH


SLOPE, SEE ARCHSTEEL CHANNEL OR HSS BEAM,TYP, SEE FRAMING PLAN

86' - 7 1/4"

NOMMA LEVEL #2 FINISH @ BEAMTO COLUMN CONNECTION,MINIMUM

*NOTE:1. EXPOSED STEEL SHOWN ASGRAY FOR CLARITY

EL = 131'-2 1/2"T.O. STEEL @ PEAK



A

S5.03

PL TN.2 R

16' - 8 1/2"8' - 10"20' - 0 5/8"11' - 11 3/4"29' - 0 3/8"

HSS16X8X5/8

W18x40

HSS16X8X5/8

W12x22W16x26

W12x22

HSS16X8X5/8

W12x22W12x26

W16x40

W12x22

W12x22

W18x40




HSS STEEL BRACE, TYP, SEEBRACE FRAME ELEVATIONS

SEE FLOOR & LOWER ROOFFRAMING PLAN AREA 'C' FORROOF FRAMING ELEVATIONSOVER COMMONS

86' - 7 1/4"

EL = 131'-2 1/2"T.O. STEEL @ PEAK




1098.1


EXISTING BUILDING, SEE PLAN2" EXPANSION JOINT TO

SEE FLOOR &LOWER ROOFFRAMING PLANAREA 'C', TYP

BUILDING, MIN6" TO EXISTING

20' - 2 3/8"

5' - 11 7/8" 14' - 2 1/2"

METAL DECK, SEE HIGHROOF FRAMING PLANAREA 'C'

STRUCTURAL SLAB w/DECK CLOSURE, SEELOWER ROOF FRAMINGPLAN AREA 'C', TYP

HSS12X8X5/8

HSS12X8

X5/8

W16x26W12x22

HSS8X8X1/2

HSS8X8X1/2

HSS8X8X1/2




EL = VARIES, SEE PLANT.O. STEEL

EL = 131'-2 1/2"T.O. PEAK

1098.1


BUILDING, MIN6" TO EXISTING

20' - 2 3/8"

5' - 11 7/8" 14' - 2 1/2"

SEE FLOOR &LOWER ROOFFRAMING PLANAREA 'C', TYP

HSS8X8X1/2

HSS8X8X1/2

HSS8X8X1/2

W24X76

W30x99

W16x36W12x22

W12x14

HSS20X8X5/8HSS

20X8X5/8

HSS STEEL SUPPORTCOLUMN, SEE LOWERROOF FRAMING PLANAREA 'C'

EXISTING BUILDING, SEE PLAN2" EXPANSION JOINT TO

METAL DECK, SEE HIGHROOF FRAMING PLANAREA 'C'

STRUCTURAL SLAB w/DECK CLOSURE, SEELOWER ROOF FRAMINGPLAN AREA 'C', TYP

SLAB ON GRADE, SEEFOOTING & FOUNDATIONPLAN AREA 'C'




EL = VARIES, SEE PLANT.O. STEEL

EL = 131'-2 1/2"T.O. PEAK

HSS 8x8x1/4"

HSS 8x8x1/2"

NOTE:ALL STRUCTURAL STEELCONNECTIONS EXPOSED TOWEATHER SHALL BE GROUNDSMOOTH TO NOMMA LEVEL #2MINIMUM FINISH STANDARDS,SEE FRAMING ELEVATIONS

#SHEET HISTORY:

?

? - #


402 477.9291 Fax 402 477.6542


Fairway, Kansas



Architecture


ISSUED

West Entrance CanopyFraming Elevations &Details

S5.03

TCEP No.: 046-001-15





SCALE: 1/4" = 1'-0"

WEST ENTRANCE CANOPY FRAMING ELEVATION @ GRID 8.1 (LOOKING SOUTH)1

SCALE: 1/4" = 1'-0"

WEST ENTRANCE CANOPY FRAMING ELEVATION @ GRID 9 (LOOKING SOUTH)2

SCALE: 1/4" = 1'-0"

WEST ENTRANCE CANOPY FRAMING ELEVATION @ GRID 10 (LOOKING SOUTH)3

SCALE: 1/4" = 1'-0"

WEST ENTRANCE CANOPY FRAMING ELEVATION @ GRID R4

SCALE: 1/4" = 1'-0"

WEST ENTRANCE CANOPY FRAMING ELEVATION @ GRID N.25

SCALE: 3/4" = 1'-0"

CONNECTION DETAILA

EA.1 B.1 B.2 D.1

5' - 0" 9' - 10" 10' - 3 3/4" 32' - 8 5/8" 9' - 0 5/8"

66' - 11"

EL = 120'-6 1/4"T.O. STEEL .

EL = VARIES, SEE PLANT.O. STEEL .



EL = 126'-6" .T.O. STEEL @ PEAK



SLOPE, SEE ARCH

HSS4X4X1/4

HSS16X8X5/8

W12x22W16x31

W12x26

HSS16X8X5/8

HSS12X8X1/2

HSS8X8X1/2

HSS8X8X1/2

HSS10X10X1/2

SEE FLOOR & LOWER ROOFFRAMING PLAN AREA 'C' FORROOF FRAMING ELEVATIONSOVER COMMONS, TYP

PRE-ENGINEERED PRECAST WALLPANEL, SEE FLOOR & LOWERROOF FRAMING PLAN AREA 'C'

STEEL BEAM, TYP,SEE FRAMING PLAN


B

S5.02

SIM

B

S5.02

SIM

CB EB.1 B.2

11' - 0" 3' - 10" 10' - 3 3/4" 20' - 1 1/2" 21' - 7 3/4"

66' - 11"

EL = 120'-6 1/4"T.O. STEEL .



EL = 126'-6" .T.O. STEEL @ PEAK



SLOPE, SEE ARCH


PRE-ENGINEERED PRECAST WALLPANEL, SEE FLOOR & LOWERROOF FRAMING PLAN AREA 'C'

STEEL BEAM, TYP,SEE FRAMING PLAN1/2" CAP PLATE, TYP,

SHIM AS REQUIRED

STEEL HSS BEAM FRAMING INAT DIAGONAL, SEE FRAMINGPLAN

PRECAST HOLLOW-CORE PLANKBEYOND, SEE FLOOR & LOWER ROOFFRAMING PLAN AREA 'C'

W16x40HSS16X8X5/8

HSS4X4X1/4

HSS8X8X1/2

HSS8X8X1/2

HSS12X8X1/2

HSS16X8X5/8

B

S5.02

SIM

B

S5.02

SIM

A

S5.04

10 824' - 9 3/4"


EL = 126'-6 1/2" .T.O. STEEL @ PEAK

EL = VARIES, SEE PLANT.O. HOLLOWCORE

EL = 120'-6 1/2"T.O. STEEL

EL = 100'-0'FINISH FLOOR





PRECAST HOLLOW-COREPLANK, SEE FLOOR & LOWERROOF FRAMING PLAN AREA 'C'

HSS12X8X1/2

HSS12X8X1/2

HSS20X12X5

/8

DIAGONAL STEEL HSSSHOWN AS HALFTONE,SEE FRAMING PLAN

11

S4.02

10 824' - 9 3/4"



VARIES, SEE PLANT/HOLLOWCORE

EL = 120'-6 1/2"T.O. STEEL







HSS8X8X1/2

HSS8X8X1/2

HSS16X8X5/8

HSS16X8X5/8

11

S4.02

HSS STEEL BEAM, TYP,SEE FRAMING PLAN

HSS STEEL BEAM FRAMINGIN FROM DIAGONAL, SEEFRAMING PLAN

10 8




EL = 120'-6 1/2"T.O. STEEL


2' - 0" 24' - 9 3/4"


SLAB ON GRADE, TYP, SEEFOOTING & FOUNDATIONPLAN AREA 'C'




HSS STEEL BEAM FRAMINGIN FROM DIAGONAL, SEEFRAMING PLAN

HSS8X8X1/2

HSS16X8X5/8

HSS16X4X1/2

PRE-ENGINEERED PRECASTWALL PANEL AT GYM, BEYOND,SEE FRAMING PLAN

11

S4.02

10 8



EL = 120'-6 1/2"T.O. STEEL


2' - 0" 24' - 9 3/4"




PRE-ENGINEERED PRECASTWALL PANEL AT GYM, BEYOND,SEE FRAMING PLAN

W18x55

W18x50

HSS10X10X1/2

HSS 16x8x5/8"

#SHEET HISTORY:

?

? - #


402 477.9291 Fax 402 477.6542


Fairway, Kansas



Architecture


ISSUED

East Canopy FramingElevations & Details

S5.04

TCEP No.: 046-001-15





SCALE: 1/4" = 1'-0"

EAST ENTRANCE CANOPY FRAMING ELEVATION @ GRID 8 (LOOKING SOUTH)1

SCALE: 1/4" = 1'-0"

EAST ENTRANCE CANOPY FRAMING ELEVATION @ GRID 10 (LOOKING SOUTH)2

SCALE: 1/4" = 1'-0"

EAST ENTRANCE CANOPY FRAMING ELEVATION @ GRID B.1 (LOOKING WEST)3

SCALE: 1/4" = 1'-0"

EAST ENTRANCE CANOPY FRAMING ELEVATION @ GRID B.2 (LOOKING WEST)4

SCALE: 1/4" = 1'-0"

EAST ENTRANCE CANOPY FRAMING ELEVATION @ GRID D.1 (LOOKING WEST)5

SCALE: 1/4" = 1'-0"

EAST ENTRANCE CANOPY FRAMING ELEVATION @ GRID E (LOOKING WEST)6

SCALE: 3/4" = 1'-0"

CONNECTION DETAILA

web connection schedule - clarkenersen.com no. 2... · beam size web plate (5) weld size bolts ......

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