ARCHITECT PBK Architects, Inc. - RPR Constructionrprconstruction.com/wp-content/uploads/2017/10/TISDRS...SCHEDULES AND DESIGN CRITERIA. 7. REFER TO SHEETS S5.00, S5.01, S5.02 AND S5.03

A B C D E F G H I

2

33

4

55

1

S2.20

10'-4" 2'-10" 13'-7" 16'-10" 16'-10" 16'-5" 10'-4"

12

'-2

"3

'-2

"

W12X19

W14X22 W14X22

W1

2X

19

W1

2X

19

W1

2X

19

W1

2X

19

W1

2X

19

W1

2X

19

W12X19

W1

2X

19

W12X19

W1

2X

19

W1

2X

19

W1

4X

22

W1

2X

19

W1

2X

19

W1

2X

19

W1

2X

19

W1

2X

19

W12X19 W12X19 W12X19

EXISTING CONSTRUCTION

TO REMAIN

7'-10"1"

49'-0 1/2"1"

7'-10"

W1

2X

19

W12X19W12X19W12X19

W1

2X

19

W1

2X

19

W12X19

W12X19W12X19

W12X19

W1

2X

19

W12X19 W12X19

W1

2X

19

W12X19

W12X19

W1

2X

19

3N 22 GA MTL DECK REFGENERAL NOTES ON

SHT S0.01

3N 22 GA MTL DECK REFGENERAL NOTES ON

SHT S0.01

W12X19W12X19

W12X19

W1

2X

19

INDICATES 8" LOAD BEARING CMU SHEAR WALL ALL AROUND ELEVATOR (SW2) ; SEE 4/S4.00 FOR CMU REINF. TYP.

W12X19

W1

2X

19

W1

2X

19

W12X19 W12X19W12X19

W1

2X

19

W1

2X

19

7'-7

"1

1'-5

"9

"

6"

OPEN

7' -

7"

1' -

7 1

/2"

1' -

2 1

/2"

9

S5.02

9

S5.02

8' - 0" 31' - 7"7"

ELEV.

2' - 3" 32' - 0" 8' - 0"

5

S5.02

5

S5.02

7

S5.02

7

S5.02

8

S5.01

8

S5.01

8 1

/2"

1' -

2 1

/2"

E.J.1" 42' - 3" 9' - 4"

2' - 1"

9' - 1" 42' - 3"E.J.1"

OP

EN

HS

S12

X6

X3

/8

2' - 0"

7"

7' - 4 1/2" 8' - 5" 8' - 5" 7' - 4 1/2" 7' - 4 1/2"

1' - 8"

HS

S12

X6

X3

/8

6' - 9 1/2" 6' - 9 1/2" 8' - 5" 8' - 5" 7' - 5"

3' - 2" 8' - 8" 3' - 2"

2' - 5"

19

' -

9"

1' -

2"

6"

5' -

11

"

1' -

2"

2' -

4"

9' -

10

"

1' -

2"

1' - 0"

9' - 1"

SW

2

SW2

SW

2

6' -

5"

14

' -

6"

3' -

2 1

/2"

1' -

2"

1' -

2"

1' - 0"

9' - 1" 2' - 5" 9' - 5" 15' - 0" 15' - 3"

1' - 0"

1' - 7"

42' - 1" 9' - 4"

7' -

11

"

1' - 0"

H=

3.5

KIP

S (A

SD

), T

YP

ICA

LA

LO

NG

GR

ID L

INE

F; U

NO

H=

3.5

KIP

S (A

SD

), T

YP

ICA

LA

LO

NG

GR

ID L

INE

G; U

NO

H=

3.5

KIP

S (A

SD

), T

YP

ICA

LA

LO

NG

GR

ID L

INE

H; U

NO

H=

3.5

KIP

S (A

SD

), T

YP

ICA

LA

LO

NG

GR

ID L

INE

B; U

NO

H=

3.5

KIP

S (A

SD

), T

YP

ICA

LA

LO

NG

GR

ID L

INE

C; U

NO

H= 3.5 KIPS (ASD), TYPICALALONG GRID LINE 5; UNO




H=

3.5

KIP

S (A

SD

), T

YP

ICA

LA

LO

NG

GR

ID L

INE

E; U

NO

H= 8 KIPS (ASD), TYP. ALONG BEAM LINE ALIGNED W/SIDES OF CMU ELEVATOR SHAFT.

1.5WR 22 GA TYPE BMTL DECK REF

GENERAL NOTES ONSHT S0.01

HSS12X6X3/8

HSS12X6X3/8

HS

S12

X6

X3

/8

C6X10.5

C6X10.5

C6X10.5

C6X10.5

3"

HSS12X6X3/8

HSS12X6X3/8H

SS

12

X6

X3

/8

C6X10.5

C6X10.5

C6X10.5

C6X10.5

3"

11"

9' -

10

"3

"1

1"

1.5WR 22 GA TYPE BMTL DECK REF

GENERAL NOTES ONSHT S0.01

2

S5.03

2

S5.03

6" 2'-0"

2'-0

"3

'-2 1

/2"

OP

EN

3'-0

"3

'-1

"

COORDINATE OPENING SIZE AND LOCATION WITH MEP AND ARCH. DWGS; SEE NOTE 13,

TYP.

W1

0X

12

W1

0X

12

2'-9"

1'-10"

TOS EL

123' - 1"

TOS EL

123' - 1"

TOS EL

123' - 1"

TOS EL

123' - 1"

FIELD VERIFY

REF ARCH.

3

S5.03

PROVIDE CONNPER 08/S5.04

SW2

SEE NOTE 14

SEE NOTE 14

SEE NOTE 14

SEE NOTE 14

W12X14

2

W12X14 W12X14

222

2 6"

6"

W1

2X

14

W12X14W12X14

W1

2X

14

2

2

16

S5.02

2

16

S5.02

SIM

16

S5.02

SIM

16

S5.02

SIM

3"

3"

16

S5.02

SIM

2

2

2

2

2

2

16

S5.02

SIM

2

ROOF - SHEET NOTES1. ALL ELEVATIONS SHOWN HERE ARE BASED ON TOSC ELEVATION 100'-0". 2. TOS EL = BOTTOM OF DECK = REF PLAN

3. GC SHALL COORDINATE ALL EDGE OF DECK DIMENSIONS, ROOF SLOPE AND WALL LOCATIONS WITH ARCH. DRAWINGS

4. STEEL JOISTS AND/OR BEAMS SHALL BE EQUALLY SPACED BETWEEN COLUMN CENTERLINES, UNLESS NOTED OTHERWISE.

5. REFER TO ROOF DIAPHRAGM CONNECTION SCHEDULE FOR DECK ATTACHMENT TO ROOF FRAMING MEMBERS AND DECK FASTENER TYPE, SIZE AND SPACING.

6. REFER TO SHEET S0.00, S0.01, S0.02, S0.04 AND S0.05 FOR GENERAL NOTES, SCHEDULES AND DESIGN CRITERIA.

7. REFER TO SHEETS S5.00, S5.01, S5.02 AND S5.03 FOR TYPICAL STEEL FRAMING DETAILS.

8. DENOTES MOMENT CONNECTION, REFER TO MOMENT CONNECTION DETAILS.

9. ALL CMU WALL SHOWN ON PLAN IS PART OF THE STRUCTURAL LATERAL FORCE RESISTING SYSTEM, BUT SUPPORTS NO GRAVITY LOADS. NON-STRUCTURAL CMU EXISTS IN OTHER LOCATION (SEE ARCH. DWGS). A 3/8" VERT. CONTROL JOINT SHALL BE PROVIDED WHEREVER STRUCTURAL & NON STRUCTURAL CMU ABUT. REF SHEET S4.00 AND 6/S4.00 FOR THICKENED SLAB BENEATH ALL NON-STRUCTURAL INTERIOR CMU WALLS.

10. SEE 9/S5.03 FOR SUPPORT OF CMU WALL BY CONCRETE SLAB ON METAL DECK

11. DENOTES BRACED FRAME ON PLAN.

12. INDICATES EXISTING CONSTRUCTION TO REMAIN.

13. CONTRACTOR SHALL COORDINATE LOCATION OF ALL MECHANICAL OPENINGS AND ROOF HATCHES WITH ARCH/MEP DRAWINGS.

14. GC SHALL COORDINATE TOP OF STEEL ELEVATIONS WITH ARCH. TOP OF STEEL ELEVATIONS AT SECOND FLOOR AND ROOF SHOULD MATCH HEIGHT OF EXISTING PRESSBOX.

2

2

2

A B H I

2

33

55

2' - 10" 10' - 4" 2' - 10" 2' - 7" 10' - 4" 2' - 7"

17

' -

4"

15' - 6"16' - 0"

17

' - 1

0"

2' -

10

"1

2' -

2"

2' -

10

"

2' -

7"

12

' -

2"

2' -

7"

7' - 2" 16' - 0"

13

' -

7"

3' -

8"

EXISTING CONSTRUCTION

TO REMAIN

ROOF AREA BELOW

ROOF AREA BELOW

OPENOPENS1.30

3

S1.30

3SIM

H=3.5 K (ASD), ALONG CMU SHEAR WALLS TYPE SW2

H= 3 KIPS (ASD), ALONG ALL CMU SHEAR WALLS AT HIGH ROOF TYPE SW2

S1.30

4

16

S5.02

5

S5.04

6

S5.04

TOS EL

130' - 4"

HS

S12

X8

X3

/8

TOS EL

131' - 10"

SL D

N

OPEN

HSS12X8X3/8

C6X10.5

C6X10.5

HSS12X8X3/8

C6X10.5

C6X10.5

C6X

10

.5

C6X

10

.5

C6X

10

.5

C6X

10

.5

C6X

10

.5

SL D

N

SL D

N

SL D

N

15' - 6"

2' - 7" 10' - 4" 2' - 7"

17

' -

4"

2' -

7"

12

' -

2"

2' -

7"

2' -

7"

2' -

7"

EQ

EQ

EQ

3" 2' - 4" 2' - 4"3"

EQ EQ EQ

TOS EL

132' - 0"

TOS EL

130' - 8"

GRIDGRID

G.C. TO COORDINATE THE OVERHANG WITH ARCH. DWGS.; TYPICAL

5

S5.04

AR

CH

RE

FA

RC

HR

EF

HSS12X8X3/8

HSS12X8X3/8 HSS12X8X3/8

HS

S12

X8

X3

/8

HS

S12

X8

X3

/8

HSS12X8X3/8

HS

S12

X8

X3

/8

HS

S12

X8

X3

/8

HS

S12

X8

X3

/8

C6X10.5

C6X

10

.5

C6X10.5

REF ARCH

H= 2 KIPS (ASD), TYPICALALONG GRID LINE 3; UNO

H= 2 KIPS (ASD), TYPICALALONG GRID LINE 5; UNO

H=

2 K

IPS

(A

SD

), T

YP

ICA

LA

LO

NG

GR

ID L

INE

A&

H; U

NO

H=

2 K

IPS

(A

SD

), T

YP

ICA

LA

LO

NG

GR

ID L

INE

B&

I; U

NO

2

2

2

2

2

2

2 2

2 2

2

22

2

2

12

S5.04

2

3

C.5 D.5

HSS6X4X3/8 (LLV)

HS

S6

X4

X3

/8 (

LL

V)

HS

S6

X4

X3

/8 (

LL

V)

HS

S6

X4

X3

/8 (

LL

V)

HS

S6

X4

X3

/8 (

LL

V)

HS

S6

X4

X3

/8 (

LL

V)

HS

S6

X4

X3

/8 (

LL

V)

HSS6X4X3/8 (LLV)

HS

S6

X4

X3

/8 (

LL

V)

HS

S6

X4

X3

/8 (

LL

V)

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

13

' -

7"

3' -

8"

9' -

11

"

2"

2"

16' - 0"

2"2' - 0" 2' - 0" 1' - 8" 1' - 8"

2"3 EQ. SPACES

SLO

PE

DN

SLO

PE

DN 1.5WR 22 GA TYPE "B"

MTL DECK REFGENERAL NOTES ONSHT S0.01 (TYP, UNO)

W10X19(HOISTBEAM)

REF ARCH FOR B.O.S ELEVSEE AND 11/ S4.01 12/ S4.01

TOS EL

129' - 6"

TOS EL

128' - 4"

9

S4.01

8

S4.01

10

S4.01

S

TATE OF TEXAS

LI C E N S E

D

PR

OF

ESS IO A L ENG

I NE

ER

N

JOHN R. KUBALA

106120

AG&E Structural EngenuityF-8435

Structural Engenuity

Firm Reg No. F-8435

15280 Addison Road, Suite 310Addison, Texas 75001Ph: 214.520.7202www.age-se.com

PROJECT # 17-136

10-24-2017

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HOME

TX Firm: F-3709

DALLAS14001 Dallas Parkway, Suite 400

Dallas, TX 75240972-233-1323 P972-233-1373 F

ARCHITECT PBK Architects, Inc.

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ON

ST

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PLANNORTHKEY PLAN

TRUENORTH

10/05/2017

1766-01SP

No. Description Date

TYLER ISD

FOR BIDDING AND CONSTRUCTION

DATE

PROJECT NUMBER

CLIENT

REVISIONS

609

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PBK.com

PROJECT NUMBER

10/2

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S1.3

0R

OO

F &

HIG

H R

OO

F F

RA

MIN

G P

LA

NS

S1.30

ROOF & HIGHROOF FRAMING

PLANS

1/8" = 1'-0"1 ROOF FRAMING PLAN

1/8" = 1'-0"2 HIGH ROOF FRAMING PLAN

1/4" = 1'-0"3 HIGH ROOF PARTIAL FRAMING PLAN

1/4" = 1'-0"4 ELEVATOR HIGH ROOF FRAMING PLAN

PLAN NOTE:REFER TO NOTE 3 FOR ROOD DECK EDGES.

2

EXISTING CONSTRUCTION TO REMAIN

#4 DOWELS @12" O.C. DRILL & EPOXY INTO EXISTING. PROVIDE 6" EMBEDMENT MIN. AND PROVIDE HILTI HY 200 ADHESIVE. DO NOT DRILL INTO EXISTING REINFORCING

CONC PAVINGREF ARCH OR CIVIL DWGS.

EXISTINGTOSC EL

FIELDVERIFY

7 1/2"

1' -

3"

45.00°

3"

LA

P

8"

4"

E.J.1"

SCABBED ON CONCRETE BRICK LEDGE SHALL HAVE SAME CONCRETE STRENGTH AS EXISTING GRADE BEAM

3"

6"

2 #5 CONT.

BRICK WALL REF ARCH. DWGS.

PAVING IF REQ'D, REF. ARCH & CIVIL

GC COORD. W ARCH. FOR ANY REQ'D FINISH

GRID

SEE PLAN

EQ EQ

SEE 1/S5.00 FOR BPLAND ANCHOR INFO.

DETAIL

REF FDN PLAN AND SCHED FOR FTG SIZE AND REINF

STANDARD ACI HOOK EA END TYP

3'-0"X3'-0" PEDESTAL W/#6 VERT AT 6" OC EF AND #4 TIES AT 6" OC W/ (3)#4 TIES AT TOP 5" OF PEDESTAL

CLR3"

CLR3" REF DETAIL

W

T

TOF EL

REF PLAN

TYP3" CLR

3"

CLR

GROUT AS REQ'D FOR WEEPS RE:

ARCH

STL COLSEE PLAN

2'-6

" (G

C C

OO

RD

WIT

H A

RC

H/C

IVIL

)

DETAIL


GRID

GRID

3' -

0"

3' - 0"

TYP3" CLR

EQ

EQ

EQ EQ

1/2" COMPRESSIVEJOINT FILLERTYP

2"

MIN

.

FIN FLR ELEV

REF ARCH

T.O.PILASTER=99'-6"

SE

E S

CH

ED

FIN. FLR.

PAVING IF REQ'D REF. ARCH & CIVIL

STL COL BYCANOPY MANUF.


GRID

SEE PLAN



GRID

SEE PLAN

EQ. EQ.BASE PL AND ATTACHMENT TO STRUC BOLTS BY AVADEK CANOPY MANUF. DESIGN SHALL BE SUBMITTED TO E.O.R FOR REVIEW/APPROVAL PRIOR TO INSTALATION OF PIERS AND CAP

DETAIL




CLR3"

CLR3"

REF DETAIL

W

T

TOF EL

REF PLAN

TYP3" CLR

3"

CLR

DETAIL



CLR3"

CLR3"

REF DETAIL

W

T

TOF EL

REF PLAN

TYP3" CLR

3"

CLR


ARCH



ARCH

COL BY CANOPY MANUF.

2"

MIN

.


DETAIL


GRID

GRID3

' -

0"

3' - 0"

TYP3" CLR

EQ

EQ

EQ EQ



2"

MIN

.

FIN FLR ELEV

REF ARCH

T.O.PILASTER=85'-6" (6" BELOW FIN FLR)GC SHALL COORD WITH ARCH FIN.FLR. ELEV.

T.O.PILASTER=85'-6" (6" BELOW FIN FLR)GC SHALL COORD WITH ARCH FIN.FLR. ELEV.

2

2'-0

" T

YP

.

2'-0

" T

YP

.

2

22

2

SCHED

REF

TYP.

7"

RE

F P

LA

N

GRID

REF PLAN

TOSC EL

REF PLAN

CONC SLAB REF PLAN

GRADE BEAM REF PLAN &SCHED

DOWELS TO MATCH CMU VERT. REINF. (40 BAR DIA EMBED INTO CONCRETE)

EXTERIOR WALL REINF. SEE

2-#4 CONT.

# 4@ 12" O.C.

2'-0"

MTL STUDS AT SIM

CONT FOOTING REF PLAN & SCHED FOR SIZE AND REINF

2 5

/8"

TY

P.

RE

F. S

CH

ED

.

4/ S4.00

TOSC EL

REF PLAN

SLOPE

REF PLAN FORCONC SLAB REINF

CONC PAVINGREF CIVIL

#4x2'-0" DOWELSAT 12" OC (3 MIN)AT DOORS ONLY

GLAZING REF ARCHDOWELS REF TYPSLAB DOWEL DETAIL

SCHEDREF

RE

F S

CH

ED

GRADE BEAM REF PLAN &SCHED

#4 @ 12" OC EW

#4 U-BARS AT 12" OC EW3" INTO PAVING

PAVING REF CIVIL

PAVING REF CIVIL

SLOPE DN

#4 @ 12" OC EW

2 1

/2"

3'-6 59/128"DRILL AND ADHESIVE GROUT#4 DWLS 6" X 2'-0"@12" OCEA SIDE OF RAMP(EMBED 3" INTO EXISTING PAVEMENT)

KEY THE EXISTING PAVEMENTFOR NEW RAMP SLAB TO BLENDTO EXISTING

#4 DWLS X 0'-4" X 2'-0EA SIDE OF RAMPDRILL AND ADHESIVE GROUT2" MIN INTO PAVEMENT

VE

RIF

Y 5

" M

IN

PROVIDE ATOOLED JOINT

SEE ARCH FOR ELEV.



GRID

SEE PLAN

EQ EQ


DETAIL

3'-0"X3'-0" PEDESTAL W/#6 VERT AT 6" OC EF AND #4 TIES AT 6" OC W/ (3)#4 TIES AT TOP 5" OF PILASTER

TOF EL

REF PLAN

TYP3" CLR


ARCH

STL COLSEE PLAN

2'-6

" (G

C C

OO

RD

WIT

H A

RC

H/C

IVIL

)

DETAIL


GRID

GRID

3' -

0"

3' - 0"

TYP3" CLR

EQ

EQ

EQ EQ


2"

MIN

.

C PIER & COLL

PIER- REINF PERSCHED

(6) #6 PIER DWLS, EXTEND TOTOP AND PROVIDE STD HOOK(6'-0" MIN LAP W/ PIER REINF)

FIN FLR ELEV

REF ARCH

T.O.PILASTER=99'-6"

SE

E S

CH

ED

MAXPOLE HT

PIER DIAMETER

PENTR VERT REINF HOOP TIES NOTES

FLAG POLE BASE SCHEDULE

20'-0" 18" 5'-0" (6) #6 #3 AT 12" OC 1,2

30'-0" 24" 6'-0" (6) #6 #3 AT 12" OC 1,2

NOTE(S):

1. CONTRACTOR SHALL PROVIDE AN ALLOWANCE FOR PIER CASINGS ON APER LINEAR FOOT BASIS AS PER DIVISION 1 OF THE PROJECTSPECIFICATIONS. ALSO REFER TO THE GEOTECHNICAL REPORT FOR PIERCASING REQUIREMENTS.

2. SPLICE VERTICAL REINFORCING IN PIERS WITH 54 BAR DIAMETER LAPS.

REFER TO FLAGPOLE MFR FORFLAG POLE INFO

NOTE:

MINIMUM SHAFT DIAMETER

SHALL BE THE GREATER OFD+10" OR THE DIAMETER

SHOWN IN THE SCHEDULE.

REFER TO SCHEDULE FOR PIER REINF

GRADE-REFER CIVIL

3"

3"

3"

3"

3"

3"

3"

CLR

MIN

SH

AF

T D

EP

TH

RE

F S

CH

ED

AR

CH

RE

F

3" CLR

D

35'-0" 36" 6'-0" (6) #6 #3 AT 12" OC 1,2

LIGHT POLE BASE SCHEDULEMAX

POLE HT

MIN PIERDIAMETE

RMIN DEPTH VERT REINF HOOP TIES NOTES

CL POLE AND PIER

(3) TIES AT TOP

1" CHAMFER

REF LIGHT POLE MFR FOR LIGHT POLE SIZE, BASE PLATE AND ANCHOR BOLT INFO

VERT REINF REF SCHED

HOOP TIESREF SCHED

20'-0" 18" 8'-0" (6) #6 #3 AT 12" OC 1,2

30'-0" 24" 12'-0" (6) #6 #3 AT 12" OC 1,2

NOTE(S):

1. CONTRACTOR SHALL PROVIDE AN ALLOWANCE FOR PIER CASINGS ON APER LINEAR FOOT BASIS AS PER DIVISION 1 OF THE PROJECTSPECIFICATIONS. ALSO REFER TO THE GEOTECHNICAL REPORT FOR PIERCASING REQUIREMENTS.

2. SPLICE VERTICAL REINFORCING IN PIERS WITH 71 BAR DIAMETER LAPS.

3. OPTIONAL CONSTRUCTION JOINT IS ACCEPTABLE. DO NOT SPLICEVERTICAL REINFORCING ABOVE JOINT.

OPTIONAL CONSTRUCTION JOINT

NOTES:1. REF MEP DRAWINGS FOR EMBEDDED CONDUIT, WIRES, ETC.

2. MIN PIER DIAMETER SHALL BE THE GREATER OF D PLUS 9" OR THE MIN PIER DIAMETER IN THE SCHEDULE.

MIN PIER DIAMETERREF NOTE 2

RE

F S

CH

ED

MIN

DE

PT

H

VE

RIF

Y W

ITH

AR

CH

2' -

6"

D

LARGEST DISTANCE BETWEEN ANY TWO ANCHOR BOLTS

TO PAVING

REF CIVIL

LADDER TIE REF ARCHNOTE: LADDER TIES MUST ENGAGE CORNER VERTICALS W/ VERT. PASSING THRU A LADDER SQUARE, TYP.

EXTERIOR FINISH REF ARCH

PAVING REF CIVIL

(4)#7 VERT.W/ #3 TIES @ 10" OC

2'-0" DIA 4'-0

"8

"2

"

4'-0" MIN

BELOW GRADE

3"

(3)-#3 TIES AT 2" OC AT TOP

(1)-#7 EA CORNER LAP W/DOWELSFROM 48 BAR DIA. BELOW

2

2

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PROJECT NUMBER

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017 3

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2 ADDENDUM #2 10/24/2017

S3.0

2F

OU

ND

AT

ION

SE

CT

ION

S

S3.02

FOUNDATIONSECTIONS

3/4" = 1'-0"7

SECTION FOR NEW BRICK LEDGE AT EXISTING CONDITIONS

3/4" = 1'-0"1 EXTERIOR COLUMN FOOTING

3/4" = 1'-0"3 EXTERIOR COLUMN FOOTING AT AVADEK CANOPY

3/4" = 1'-0"4 WALL FOOTING WITH GRADE BEAM

3/4" = 1'-0"5 GLAZING AT GRADE BEAM

3/4" = 1'-0"6 RAMP DETAIL


3/4" = 1'-0"8 TYPICAL FLAG STANDARD

3/4" = 1'-0"9 TYPICAL LIGHT POLE BASE

3/4" = 1'-0"10 FOUNDATION SECTION

2

VERIFY ALL PIT

DIMS WITH MFR

CONT WATERSTOPREF SPECS

REF 1/S3.11FOR REINF.

TOSC EL

REF PLAN

BOT OF

SUMP PIT

VERIFY W MFR

1' - 0"

VE

RIF

Y W

MF

R

2' -

0"

MIN

PIT

DE

PT

H

REF 1/S3.11 FOR REINF.

NOTES:

1. REF TO 1/S3.11 FOR INFO NOT SHOWN OR NOTED.

2. THE CONTRACTOR TO VERIFY THE PIT DIMENSIONS WITH ARCH. AND MANUFACTURER'S DWGS.

CONT WATERSTOP REF SPECS


1'-1

"

1'-1

"

BOT OF

ELEV PITREF PLAN

1'-1

"

6" 1'-4" 1'-0" 1'-1"

DOWELS TO MATCHVERT. WALL REINF.TYP.

2'-6" TYP

2'-6

" T

YP

.

TYPICAL ELEVATOR DIVIDER BEAM AND GUIDE RAIL CONNECTION

REF 1/S3.11


REF ELEVATOR MFR FOR SILL SIZE AND LOC. INSTALL WITH 3/4" DIA x 6" EXP ANCHORS AT 12" OC

PL 1/2"x8"x1'-1"WITH (4) 3/4" DIAx 8" HSA AT 5" OC VERT AND 9" OC HORZ


1' - 4"

1' -

0"

3/16

WITH 3/8"RETURN WELDAT TOP

TOSC EL

REF PLAN

(2) #4 CONT AT BOTTOM

REF TYP SLAB DOWEL DETAIL

PROJECTION2" MAX

2"

ELEVATOR DIVIDER BEAM WHERE PRESENT REF PLAN

(2) L4x3x3/8x0'-6" WITH (2) 3/4" DIA THROUGH BOLTS AT 3" OC

4"

TOSC EL

REF PLAN

REF TYPICAL ELEVATOR GUIDE RAIL SUPPORT DETAIL FOR INFO NOT SHOWN

1' - 4"

NOTES:

1. REF TO 1/S3.11 FOR INFO NOT SHOWN OR NOTED.

2. THE CONTRACTOR TO VERIFY THE PIT DIMENSIONS WITH ARCH. AND MANUFACTURER'S DWGS.

DOWELS TO MATCHVERT. WALL REINFTYP

2'-6" TYP.

2'-6

" T

YP

.

SECTION 1A

EXTEND REINF THROUGHCOLUMN PEDESTAL

(5) #8 TOP & BOTWITH #3 TIES AT 12" OC

CONC SLABSEE PLANFOR REINF

TOSC EL

REF PLAN

SCHED

REF

SC

HE

D

RE

F

#3 TIES AT 12" OC

(5) #8 CONT T&B

REF TYPICAL SLAB DOWEL DETAIL

TOSC EL

REF PLAN

8"

RE

F S

CH

ED

NOTE:PROVIDE CJ IN SLAB ALIGNED WITH EACH FACE OF BEAM

SECTION A

REF SCHED

DETAIL

1 1/2" NON-SHRINK GROUT BELOW COLUMN BASE PL, PLACED IMMEDIATELY AFTER COLUMN IS PLUMBED TYP

CL OF COLUMN AND FTG



REF DETAIL FOR PEDESTAL SIZE AND REINF

PROVIDE THREE TIESWITHIN THE TOP 5" OFPEDESTAL

REF COLUMN SCHEDULE FOR COLUMN, BASE PL, AND ANCHOR BOLTS

15# FELT BOND BREAKERAROUND COLUMN

WATERPROOF BASE PL, ANCHOR BOLTS, AND COLUMN WITH ASPHALTIC MASTIC BELOW FF EL

DETAIL

CLR3"

CLR3"

REF DETAIL

W

T

TOF EL

REF PLAN

GRID

GRID

GRID

TYP2" CLR

3-#4 TIES

FIN. FLR.

SE

E A

RC

HV

AR

IES

BRICK COVERSEE ARCH.

DIM

(2

'-0"

MIN

.)

GC

TO

CO

OR

D.

RE

Q'D

PAVING-SEE ARCH

2"

CLR

3"

CLR

(8)-#6 DOWELS W/ #4 TIES @ 6" O.C.

2' -

0"

(8) #6 VERT

#4 TIES AT6" OCTYP

2" CLR

2' - 0"GC COORDINATE SUB-GRADE DRAINAGE PIPE WITHIN REBAR CAGE WHERE PRESENT

GRID

TO PAVING

REF CIVIL

REF SCHED

RE

F S

CH

ED

6"

GRADE BEAM REF SCHED

SITE PAVING REF CIVIL

NOTE:CONTRACTOR TO PROVIDE SLIP SHEET OVER PAVING BEFORE PAVING INSTALLATION

RE

F C

IVIL

VA

RIE

S

MIN8"

OR

LA

RG

ER

AS

RE

QD

3'-0

"MIN

1'-0

"

(SH

ALL N

OT

EX

CE

ED

8'-0")

HANDRAIL/GUARDRAIL REF ARCH

#3 U-BARS AT 24" OC AT TOP

18"

KEYWAY WITH WATERSTOP

10" WIDE WALL WITH (2) LAYERS #4 AT 12" OC EW

#5 HOOKED DOWELS AT 12" OC EA FACE (DOWELS MUST CROSS AT CENTER)

#5 AT 12" OC EA WAY WITH #4 CONT MIN

3'-0"WIDE

18"

KEYWAY WITH WATERSTOP

REF FOR SITE RAMP OR STAIRS

6/ S3.02

1 1/2"CLR

6"

1'-0"

HANDRAIL/GUARDRAIL POST AT INTERMEDIATE AISLE LINES TYP

CONT TURN DOWN ALONG INTERMEDIATE HANDRAIL/GUARDRAIL AISLE RUNS

(2) #4 CONT

#4 AT 12" OC

24" 24"

1

1

1' -

0"

2"

1' - 6"

SLOPE

#4 AT 12" WITH (5) #4 CONT

2' - 0"

#3 CONT NOSING BAR WITH STIRRUP HOOK AT 24" OC

TOSC EL=

REF PLAN

1' - 6"

SLOPE

SLAB ON GRADE REF PLAN

TOSC EL =

REF PLAN

#4 AT 12" WITH (5) #4 CONT

2'-0"2'-0

"

SLAB ON GRADE REF PLAN

1' -

0"

#4xSEE YY BEND AT TOP OF SLAB

MIN6"

MIN6"

#4 AT 12" OC EA WAY TYP


2

5"

1' -

0"

TOSC EL

REF CIVIL/ARCH

(2) #3 AT 1'-0" OC CONT

#4 AT 12" WITH (5) #4 CONT

2'-0"

#4 AT 12" ALONG INFLECTION POINT

2'-6"2'-6"

1' - 6"

TOSC EL

REF CIVIL/ARCH

1' -

0"MIN6"

1'-6"


#4 AT 12" ALONG INFLECTION POINT

2'-6"2'-6"

MIN6"


2

SLAB ON GRADE REINF

STAIR POST & BASE CONN BY STAIR MFR

(4) #5 BOT EW

1' -

0"

CL STAIR POST

CONTRACTOR SHALL COORD THICKENED SLAB LOCATIONS W/ STAIR MFR

2' - 0" 2' - 0"TYP BOTHDIRECTIONS

CLR

3"

2

S

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JOHN R. KUBALA

106120



Firm Reg No. F-8435


PROJECT # 17-136

10-24-2017

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TX Firm: F-3709


Dallas, TX 75240972-233-1323 P972-233-1373 F


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PLANNORTHKEY PLAN

TRUENORTH

10/05/2017

1766-01SP


TYLER ISD


DATE

PROJECT NUMBER

CLIENT

REVISIONS

609

FA

IR P

AR

K D

R.

TY

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, T

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570

2

PBK.com

PROJECT NUMBER

10/2

4/2

017 3

:52:4

1 P

MC

:\U

sers

\msha

rifi\D

ocu

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7-1

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TY

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DIU

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B_R

17_

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vt

2 ADDENDUM #2 10/24/2017

S3.0

3F

OU

ND

AT

ION

SE

CT

ION

S

S3.03

FOUNDATIONSECTIONS

3/4" = 1'-0"1 ELEVATOR SUMP PIT

3/4" = 1'-0"2 ELEVATOR PIT

3/4" = 1'-0"3 BRACED FRAME


3/4" = 1'-0"5 GRADE BEAM AT PAVING

3/4" = 1'-0"6 SITE RAMP OR STAIRS

3/4" = 1'-0"7 HANDRAIL/GUARDRAIL SECTION

3/4" = 1'-0"9 SLAB ON GRADE SLOPE REINF

3/4" = 1'-0"8 SLAB ON GRADE SLOPE REINF

3/4" = 1'-0"10 TYPICAL THICKENED SLAB AT STAIR POST

2

2

FIRST FLOOR PLAN100'-0"

21

SUB GRADE FOUNDATION86'-0"

SUB GRADE ROOF98'-0"

1' - 7 1/2" 38' - 6"

6" 1' - 4" 7' - 11" 1' - 4"6"

2' -

0"

12

' -

0"

1' -

1"

1' - 4"

4' -

6"

2' -

0"

1' -

0"

6"

2' -

6"

8' -

0"

3' - 0" 3' - 2 1/2" 3' - 0" 3' - 2 1/2" 6' - 11 1/2" 7' - 11"

4' - 1" 3' - 10"

5"

7"

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

3' -

0"

S3.11

3

S3.11

4

S3.11

1S3.10

5

23' - 11" 11' - 7"

CANOPY BY OTHERS

FIRST FLOOR PLAN100'-0"

C D E

SUB GRADE FOUNDATION86'-0"

SUB GRADE ROOF98'-0"

2' - 4" 3' - 0" 2' - 11" 8' - 1" 6" 1' - 4" 1' - 0" 1' - 1" 6' - 7" 1' - 4"

1' - 7"16' - 10"13' - 7"1' - 8"

14

' -

0"

1' -

1"

6' -

0"

2' -

0"

12

' -

0"

8"6"

1' - 2" 1' - 4"

9' - 2" 4' - 5" 8' - 3" 8' - 7"

1' - 4" 1' - 2"

14

' -

0"

2' -

0"

12

' -

0"

8"

3' - 0"2' - 9"7' - 7"6"

8' - 8"

9' - 3" 8' - 9"

(TY

P.)

2' -

0"

(TY

P.)

2' -

4"

S3.11

2

16' - 4" 12' - 4" 13' - 4"

4' -

0"

1' -

1"

1' -

1"

DOWELS TO MATCH VERT WALL REINF

2'-6

"

#5 DOWELS x 4'-6" SPACED TO MATCH CMU VERT WALL REINF TYP AT CMU WALLS


STL COL REF PLAN


GROUT

S3.11

5

S3.11

6

2

S3.03

1

PLAN

SEE

TOSC EL

SEE PLAN

BEAM BLOCK-OUT BEAM BEYOND SEE PLAN

GRIDWHERE APPLICABLE

#6 @12" O.C. E.W. BOT. REINF.

#6 @12" O.C. E.W. TOP REINF.

HOOK ENDS OF VERT. BARS; TYPICAL

#6 @8" VERT. REINF. E.F.

#5 @12" HORIZ. REINF. E.F.

#4 @10" O.C. T&B TRANSVERSE REINF. (ALONG LONG DIRCETION)

#6 @8" O.C. T&B MAIN REINF. (ALONG SHORT DIRECTION)

C.J. WITH WATERSTOPREF TO ARCH. DWGS. AND SPECS. FOR WATERSTOP LOCATIONS AND REQUIREMENTS- TYPICAL

ARCH.WALL; REF ARCH. DWGS.

TOSC EL

SEE PLAN

PROVIDE STD FILTER FABRIC BETWEEN SOILS & GRAVEL POCKETS/ DRAINAGE COMPOSITE. REF CIVIL DWGS. FOR PIPE DRAIN INFORMATION IF NOT SHOWN IN CIVIL DWGS.; THE G.C. SHALL PROVIDE MIN. 4" DIAMETER PERFORATED PIPE FOR FULL LENGTH OF WALL AND DAYLIGHT PIPE AT EACH END, TYPICAL

#4 DOWELS @10" O.C. - TYPICAL

6" 1' - 0"

DW

GS

.

RE

FA

RC

H.

BE

AM

DE

PT

H B

EY

ON

D

3' -

0"

10"

1' -

1"


2'-6

"

TYP.3" CLR

2" CLR

TOSC EL

SEE PLAN

TOSC EL

SEE PLAN

1' - 4"

2' -

0"

NOTE:

1. REFER TO 3/S3.10 FOR ALL INFORMATION NOT ANNOTATED HERE.

PROVIDE 3 SETS OF #4 TIES @EMBEDMENT HOOPS SHOULD WRAP AT LEAST ONE VERTICAL #8 BAR

1' -

1"


2'-6

"

6' -

0"

DW

GS

.

RE

F A

RC

H.

10"

3' -

2"

TOSC EL

SEE PLAN

TOSC EL

SEE PLAN

DOOR BEYOND REF ARCH. DWGS.

1' - 4"

PROVIDE 3 SETS OF #4 TIES @EMBEDMENT HOOPS SHOULD WRAP AT LEAST ONE VERTICAL #8 BAR

SEE FOR TYPICAL REINF. OF OPENING IN CONC. WALL

8/ S3.01

#6 @16" O.C. HORIZ.REINF. E.F.

T.O. DOOR

SEE ARCH.DWGS.

#6 @ 8" O.C. VERT. REINF.

CLR3"

CLR2" CLR

#4 DOWLS @10" O.C. W/ #4 CONT; TYP.

W/ #6 @12" E.W. TOP&BOT. REINF.

NOTE:


1' -

1"

CLR

2"

CLR

3"

CLR3"

#4 U-TIES AT 16" OC

2

4#6 HORIZ. @6" OC BARS AT TOP OF OPENING

2

2

TOSC EL

SEE PLAN

TOSC EL

SEE PLAN

GRID

WHERE APPLICABLE

6" 1' - 4"

SEE PLAN

NOTE:


1' -

1"

10"

DOWELS TO MATCH VERT WALL REINF2

'-6

"

2

E

2

3

1' -

8"

3' -

2"

8"

1' -

4"

6"

1' - 9" 1' - 0"6"

1' - 2" 1' - 7" 3' - 0"

3' -

0"

6' -

10

"3

' -

0"

STEEL W COL. REF PLAN

EDGE OF FOUND BELOW REF 1/S1.00

HORIZ LAYERS WITH #5 AT 6" OC EA WAY SPACE LAYERS AT 16" OC VERT

3' - 0" 2' - 9" 3' - 0"

NOTE:

1. FOR THE BASE PLATE AND ANCHOR BOLTS INFO. NOT SHOWNSEE 1/ S5.00

#6 AT 8" OC VERT TYP AT PERIMETER

#5 U-BAR AT 6" OC T&B (EXTEND 18" INTO PILASTER)

B C

2

3

STEEL W COL. REF PLAN

1' - 2" 2' - 10" 1' - 3"

EDGE OF FOUND BELOW REF 1/S1.00SEE WT

HORIZ LAYERS WITH #5 AT 6" OC EA WAY SPACE LAYERS AT 16" OC VERT

#5 U-BAR AT 6" OC T&B (EXTEND 18" INTO PILASTER)

#5 HORIZ. U-BAR @6" O.C. W/STD HOOK ENDS; EXTEND U-BARS 18" MIN. INTO CENTER OF PILASTER (TYP.)

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

3' - 0" 5' - 3"

3' - 0" 5' - 3" 3' - 0"

3' -

2"

8"

1' -

4"

3' -

0"

6' -

10

"

3' -

2"

3' -

8"

NOTE:

1. FOR THE BASE PLATE AND ANCHOR BOLTS INFO. NOT SHOWNSEE

1/ S5.00

3' -

0"

6"

#6 AT 8" OC VERT TYP AT PERIMETER

6"

8"

3'-0

"

2

S

TATE OF TEXAS

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PR

OF

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I NE

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JOHN R. KUBALA

106120



Firm Reg No. F-8435


PROJECT # 17-136

10-24-2017

CH

RIS

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HOME

TX Firm: F-3709


Dallas, TX 75240972-233-1323 P972-233-1373 F


FO

R B

IDD

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CT

ION

PLANNORTHKEY PLAN

TRUENORTH

10/05/2017

1766-01SP


TYLER ISD


DATE

PROJECT NUMBER

CLIENT

REVISIONS

609

FA

IR P

AR

K D

R.

TY

LER

, T

X 7

570

2

PBK.com

PROJECT NUMBER

10/2

4/2

017 3

:52:4

2 P

MC

:\U

sers

\msha

rifi\D

ocu

men

ts\1

7-1

36_

TY

LE

R S

TA

DIU

M P

B_R

17_

msh

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vt

2 ADDENDUM #2 10/24/2017

S3.1

0V

AU

LT

SE

CT

ION

S A

ND

DE

TA

ILS

S3.10

VAULTSECTIONS AND

DETAILS

3/8" = 1'-0"1 SECTION AT VAULT

3/8" = 1'-0"2 SECTION AT VAULT

1/2" = 1'-0"3 SECTION

1/2" = 1'-0"4 SECTION

1/2" = 1'-0"5 SECTION

1/2" = 1'-0"6 SECTION

3/8" = 1'-0"7 PLAN - DETAIL

3/8" = 1'-0"8 PLAN - DETAIL

2

2' -

0"

2' -

4"

PLANSEE

8"

1' - 2"

4 #6 CONT. W/ #4 U-BAR; 1@2" AT EA. END AND R@6" O.C.

GRID

2 #8 CONT. BOT.

TOSC EL

SEE PLAN

NOTES:

1. SLAB REINF. NOT SHOWN FOR CLARITY SEE PLAN AND 3/S3.10.

2. TYPICAL CONCRETE COVER FOR STIRRUPS IS 3".

DW

GS

.

RE

FA

RC

H.

10"

#4 STIRRUPS TYPE S31@2" AT EA. END R @10" O.C. SEE AND

2 #6 CONT TOP

1/ S3.00 9/ S3.00

WATERPROOFING REF ARCH

2


2

8 #10 CONT. BOT. REINF.

1' -

0"

3' -

0"

3' - 0"

TOSC EL

SEE PLAN

NOTES:



8 #6 CONT. TOP REINF.

10"

#4 STIRRUPS TYPE S31@2" AT EA. END R @10" O.C. SEE AND 1/ S3.00 9/ S3.00


REF TO FOR INTERMEDIATE BAR SCHED.

TOSC EL

SEE PLAN

4' -

6"

2' -

0"

7/ S3.00

8" 8"

NOTES:



8#6 CONT. TOP REINF.

8#10 CONT. BOT. REINF.

#4 STIIRUPS TYPE S3, 1@2" AT EA. END R&10" O.C. SEE AND1/ S3.009/ S3.00

#6 CONT. W/#4 U BAR ; 1 @2" O.C. AND R@10" O.C.

3' - 0"

1' -

0"

10"



2

2 32

S3.10

#5 HORIZ AT 16" OC EA FACE




HOOK ENDS OFVERT. BARS; TYPICAL


#8 @8" VERT. REINF. E.F.

#5 @12" HORIZ. REINF. E.F.

C.J. OPTIONAL

C.J. WITH WATERSTOPREF TO ARCH. DWGS. AND SPECS. FOR WATERSTOP LOCATIONS AND REQUIREMENTS- TYPICAL

TOS EL

SEE PLAN

6" 1' - 4" 7' - 11" 1' - 4" 6"

4' - 1" 3' - 10"

3' - 2" 8"

5"

7"

CMU WALL REF PLAN

TOS EL

SEE PLAN

1' -

1"

2' -

11

"1

' -

1"


#5 VERT AT 12" OC VERT EA FACE

DOWELS TO MATCH VERT WALL REINFTYP

TYP.3" CLR

TYP.3" CLR

2 2

2

2

1'-0

"

1

1

2

C

TOSC EL

SEE PLAN

EXTERIOR FINISH REF ARCH. DWGS.

GROUT

#5 @6" O.C. E.W. TOP REINF. W/ #6 @12" E.W. BOT. REINF.

2' - 11"

1' - 8" 1' - 3"

1' -

1"


10"


PROVIDE DOWELS TO MATCH THE VERT. REINF. IN NUMBER AND SIZE

REF TO 3/S3.10 FOR FOUND REINF.

T.O.PILASTER=99'-6"


FIN FLRREF ARCH

2"

MIN

.

REF ARCHREF ARCHREF ARCH REF ARCH

COORD W/ARCH

SEE PLAN

NOTE: GC SHALL COOD W/ARCH DWGS BRICK LEDGE DIMENSIONS


#6 AT 8" OC VERT#5 U-BARS AT 6" O.CW/#5 AT 6" OC HORIZ LAYERS

TOSC EL

SEE PLAN

5'-4"

WATERSTOPTYP.

E

TOSC EL

SEE PLAN



PROVIDE DOWELS TO MATCH THE VERT. REINF. IN NUMBER AND SIZE

REF TO 3/S3.10 FOR FOUND. REINF.

1' -

1"

3' - 0"2' - 9"

1' - 2" 1' - 7"

REF ARCH

COORD W/ARCHSEE PLAN

TOSC EL

SEE PLAN

10"

FIN FLRREF ARCH

T.O.PILASTER=99'-6"

SEE 1/S5.00 FOR BPLAND ANCHOR INFO. 2

" M

IN.


COORD W/ARCHSEE ARCH

REF ARCH

#6 AT 8" OC VERT#5 U-BARS AT 6" O.CW/#5 AT 6" OC HORIZ LAYERS

NOTE: GC SHALL COOD W/ARCH DWGS BRICK LEDGE DIMENSIONS

WATER STOPTYP.

TEMP BARSLONGITUDINAL BARS

CONT TBARS

TS BARS

B BARS

CONT TBARS

TS BARS

(USE LARGER DIM)

NOTES:1. REF 2/S1.00 FOR REINFORCING.2. TSL DENOTES LEFT END REINF LOOKING AT SLAB AS INDICATED ON FRAMING PLANS.3. TSR DENOTES RIGHT END REINF LOOKING AT SLAB AS INDICATED ON FRAMING PLANS.

1 2

1 1 2

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1/3 (L OR L) 1/3 (L OR L)121/4 L

CLR3"

STD HOOK

S

TATE OF TEXAS

LI C E N S E

D

PR

OF

ESS IO A L ENG

I NE

ER

N

JOHN R. KUBALA

106120



Firm Reg No. F-8435


PROJECT # 17-136

10-24-2017

CH

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Mo

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Fra

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HOME

TX Firm: F-3709


Dallas, TX 75240972-233-1323 P972-233-1373 F


FO

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IDD

ING

AN

D C

ON

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CT

ION

PLANNORTHKEY PLAN

TRUENORTH

10/05/2017

1766-01SP


TYLER ISD


DATE

PROJECT NUMBER

CLIENT

REVISIONS

609

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K D

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570

2

PBK.com

PROJECT NUMBER

10/2

4/2

017 3

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arifi.r

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2 ADDENDUM #2 10/24/2017

S3.1

1V

AU

LT

SE

CT

ION

S A

ND

DE

TA

ILS

S3.11

VAULTSECTIONS AND

DETAILS

3/4" = 1'-0"2 DETAIL

3/4" = 1'-0"3 DETAIL

3/4" = 1'-0"4 DETAIL

3/4" = 1'-0"1 DETAIL

3/4" = 1'-0"5 DETAIL

3/4" = 1'-0"6 DETAIL

NOTES (TYPICAL AT VAULT)

1. THE RETAINING WALL HAS BEEN DESIGNED FOR THE FOLLOWING:

UNIT WEIGHT OF SOIL: 120 PCFCOEFFICIENT OF FRICTION AGAINST SLIDING: 0.45ALLOWABLE BEARING CAPACITY: 3000 PSFEQUIVALENT ACTIVE DRAINAGE PRESSURE: 50 PSFEQUIVALENT PASSIVE PRESSURE: 300 PSFEQUIVALENT AT-REST DRAINED PRESSURE: 75 PSF

2. THIS DETAIL IS INTENDED TO BE USED WHERE SURCHARGE LOAD OF NOT MORE THAN 400 PSF EXISTING ON UPPER GRADE, AND UPPER GRADE IS LEVEL (TYP).

3. THIS DETAIL HAS BEEN DESIGNED FOR A FACTOR OF SAFETY OF 1.5 FOR OVERTURNING AND SLIDING.

4. THE 28 DAY COMPRESSIVE CONCRETE STRENGTH f'C = 4000 PSI (MIN.) FOR WALLS AND FOUND. THE 28 DAY COMPRESSIVE CONCRETE STRENGTH f'C = 5000 PSI (MIN.) FOR BEAMS AND ROOF SLAB.

5. THE WALL WAS DESIGNED NEGLECTING ANY ADDITIONAL LOADING DUE TO HYDROSTATIC PRESSURE. SEE NOTES ON DETAILS FOR DRAINAGE OF WALL, (TYP).

6. THE G.C. SHALL INDEPENDENTLY VERIFY THAT THE WATER DRAINAGE SYSTEM FOR THE RETAINED SOIL HAS BEEN PROPERLY INSTALLED. THIS INCLUDES BUT IT IS NOT LIMITED TO: THE DRAINAGE COMPOSITE ON THE BACKSIDE OF THE WALL, THE APPROPRIATE FILTER FABRIC WRAP AROUND THE GRAVEL POCKET AND THE PIPE ITSELF TO PREVENT CLOGGING, AND INSTALLATION OF THE FREE DRAIN GRAVEL VERTICAL POCKET (TYP).

7. PROVIDE STD FILTER FABRIC BETWEEN SOILS AND GRAVEL POCKETS/DRAINAGE COMPOSITE

8. REFER TO 1/S3.03 FOR ELEVATOR SUMP PIT DETAIL AND 2/S3.03 FOR ELEVATOR PIT DETAIL.

3/4" = 1'-0"7 TYPICAL ONE-WAY SLAB BAR PLACING DIAGRAM

2 2

SECTION

CONTROL JOINT

CORNER

SECTIONNOTE:GROUT, CONCRETE, REINF BARS,JOINT REINF AND BOND BEAMSSHALL BE DISCONTINUOUS DOWNTO TOP OF FOOTING ATCONTROL JOINTS. REF ARCHFOR CONTROL JOINT LOCATIONS.DO NOT LOCATE CONTROL JOINTWITHIN 2'-0" OF OPENINGS UNO

NOTE:WHERE CONTROL JOINT DOESNOT OCCUR AT CORNER:1. PROVIDE CORNER BARS TO BOND BEAM. REINF OR PROVIDE 90 DEGREE HOOK.2. EXTEND HORIZ JOINT REINF TO END OF WALL IN BOTH DIRECTIONS SO THAT IT LAPS AT THE CORNER.3. PROVIDE VERT WALL REINF IN THE CORNER CELL.

FO

R T

YP

LA

P L

EN

GT

H

RE

F L

AP

SC

HE

DU

LE

0'-8" NOM

1 1

/2"

LAP BARS AT BAR POSITIONER

VERT WALL REINF REF CMU WALL VERT REINF SCHEDULE LOCATE REINF CL OF WALL, U.N.O.

REF GENERAL NOTES FOR HORIZ JOINT REINF

FULLY GROUTED BOND BEAM AT 8'-0" O.C. VERT. REINF WITH (1) #6 CONT

HOLD TOP OF EACH GROUT POUR 2" DOWN BELOW TOP OF BLOCK TO PROVIDE KEY FOR NEXT POUR TYP

USE LOW LIFT METHOD OF GROUTING MAX GROUT POUR HEIGHT = 5'-0"

BOND BEAM WITH (1) #5 CONT

VERT CONTROL JOINTS SHALL TERMINATE AT TOP OF SLAB

BAR AT CL

REF ARCH FOR LOCATION OF CONTROL JOINTS. PROVIDE VERT WALL REINF IN FIRST CELL EACH SIDE OF CONTROL JOINT AND AT CORNER. SIZE BARS TO MATCH VERT WALL REINF SCHEDULED

PROVIDE VERT WALL REINF IN FIRST CELL EACH SIDE OF CONTROL JOINT. SIZE BARS TO MATCH VERT WALL REINF SCHEDULED

LADDER TYPE JOINT REINF

SCHED

REF

RE

F S

CH

ED

REF SCHED FOR REINF

REF TYP SLAB DOWEL DETAIL, TYP.

TOSC EL

REF PLAN

BO BONDBEAM EL

8'-0" OC VERT

8" BOND BEAM WITH(1) #5 TOP AND BOTTOM

TYPICAL DOOR OPENING

TYPICAL SCUPPER OPENING

5

6

1

9

2

4

33

33

5

4

6

17

JAMB JAMBOH

LIN

TE

L

JAMB JAMBOH

LIN

TE

L

JAMB

REINF

CMU LINTEL SCHEDULE

UP TO 15'-0"8" (2) #6 TOP&(2) #8 BOT3'-4"

UP TO 10'-0"8" (2) #6 BOTTOM2'-8"

NOTES:1. SPLICES IN VERT REINF REF CMU WALL REINF DIAGRAM.2. CMU WALL STARTS ABOVE FLOOR.3. EXTEND GROUTED LINTEL A MINIMUM OF 2'-0" BEYOND FACE OF OPENING EACH SIDE FOR STRAIGHT LINTEL REINF AND 1'-0" FOR LINTEL REINF WITH STANDARD ACI HOOK.4. USE LINTEL BLOCKS ONLY FOR BOTTOM COURSE OF LINTEL BEAMS OVER OPENING.5. CONTINUE VERT WALL REINF OVER OPENING. ANCHOR VERT REINF INTO LINTEL BEAM WITH STANDARD ACI 90° HOOK.6. ALL VERT BARS AT DOOR JAMBS TO BE FULL HEIGHT.7. #5 SILL REINF. SOLID GROUT SILL.8. WHERE HORIZONTAL REINF IS TERMINATED BY OPENING OR CONTROL JOINT PROVIDE STANDARD ACI HOOK WITH VERT WALL REINF IN THE END CELL.9. CONTINUOUS BOND BEAM REF CMU WALL REINF DIAGRAM.

8" AT OPENING UP TO 3'-4"

16" AT OPENING UP TO 6'-8"

LINTEL

WIDTH (W) CLEAR SPAN DEPTH (D)

RE

F A

RC

H

OP

EN

ING

HE

IGH

T

.

REF ARCH

OPENING WIDTH.

2 3

/4"

2 1

/8"

2 3

/4"

24" OPENING UP TO 12'-0"

NOM

W

NOM

W

NOM

W

NOM

W

3 1

/2"

NO

M

D

3 1

/2"

NO

MIN

AL

D

3 1

/2"

NO

M

D

3 1

/2"

NO

M

D

.

REF ARCH

OPENING WIDTH.

RE

F A

RC

HO

PE

NIN

G H

EIG

HT

GROUT ALL REINFORCED CELLS AND CONTINUE REINF TO FULL HEIGHT OF WALL TYP

SIZE BARS TO MATCH VERT CMU WALL REINF PROVIDE 2 BARS EACH CELL FOR LENGTH REQUIRED TYP

TOSC EL

REF PLAN

8

TIES

UP TO 6'-0"6" (1) #6 BOTTOM1'-4" (1)#3 @8" O.C.

(1)#3 @8" O.C.

(1)#3 @8" O.C.

SE

CT

ION

SECTION

0'-2

" ±

5"

0'-2

" ±

RE

F L

AP

SP

LIC

E

LA

P S

PL

ICE 8" CMU REF

SCHED FOR REINF

L8x6x1/2x0'-9" AT CORNERS AND 2'-6" OC MAX WITH 2- 1/2" DIA HILTI TZ EXP ANCHORS (2" SLOTTED HOLES IN VER FACE) TYPFINGER TIGHTEN NUTS, BACK OFF 1/4 TURN, THEN TACK WELD NUT TO BOLT

ELEVATED SLAB REF PLAN

ELEVATED SLAB REF PLAN

DOWEL MATCHING VERTICAL WALL REINF WITH STD ACI 90º HOOK AS SHOWN TYP

8" DEEP BOND BEAM WITH (1) #5 CONT TOP AND BOTTOM TYP

CL OF WALL AND GRADE BEAM

SCHED

REF

RE

F S

CH

ED

REF SCHED FOR REINF

REF TYP SLAB DOWEL DETAIL, TYP.

TOSC EL

REF PLAN

TYP1 1/2" ,

EXTERIOR WALLS

UNBRACED WALL HEIGHT EXT. WALL VERT. REINF.WALLS WITHIN 12' OF

EDGES/CORNERS

SW1- 8" CMU

LOAD BEARING/STRUCTURAL CONCRETE CMU WALL VERTICAL REINFORCING SCHEDULE

0'-12' #6 AT 24" OC

NOTES:

1. THE FIRST CELL AT CORNERS AND ENDS OF THE WALLS SHALL BE REINFORCED WITH (2) OF THE SAME SIZE WALL REINFORCING SHOWN ABOVE, AND GROUTED FULL.

2. AT JAMBS PROVIDE ADDITIONAL BARS IN EXTRA GROUTED FULL HEIGHT CELLS, EQUAL TO NUMBER OF INTERRUPTED CELLS (1 CELL MINIMUM EACH SIDE), SHALL BE EQUALLY PLACED AT EACH SIDE OF WALL OPENINGS WITH THE SAME SIZE WALL REINFORCING SHOWN ABOVE.

3. REFER TO SPECS AND GENERAL NOTES FOR INFO NOT SHOWN

TABLES ARE BASED ON f'm=1500 psi W/ SPECIAL INSPECTION TYPICAL WALLSARE GOOD FOR 27 PSF (MIN.) EDGES ARE 35 PSF (MIN.)

4. FOR 8" PERIMETER CMU WALLS WITH SOLID WALL WIDTH LESS THAN 3'-6" BETWEEN WINDOW, PROVIDE #6 E.F. VERT. @8" O.C. IN GROUTED CELLS.

5. MASONRY SHEAR WALLS (SEE PLAN) SHALL HAVE A SOLID GROUTED BOND BEAM W/(2) #6 CONT. @4'-0" MAX. ALONG THE HEIGHT OF THE WALL. THE STRUCTURAL WALLS SHALL HAVE BOND BEAMS W/(2) #6 CONT.@8'-0" MAX. ALONG THE HEIGHT OF THE WALL PER NOTE #4 ABOVE.

WALL DESIGNATION

#6 AT 24" OC

SW2- 8" CMU

NOTES

SEE NOTES 1 THROUGH 5

0'-13'

13'-24'

24'-30'

#6 AT 16" OC #6 AT 16" OC SEE NOTES 1 THROUGH 5

#6 AT 16" OC #6 AT 16" OC SEE NOTES 1 THROUGH 5

#6 AT 16" OCWITHIN 4'-0" OF ALLOPENINGS PROVIDE

#6 AT 8" OC

SEE NOTES 1 THROUGH 5#6 AT 16" OC

WITHIN 4'-0" OF ALLOPENINGS PROVIDE

#6 AT 8" OC

2

LAP SCHEDULEFOR STEEL

REINFORCING INCMU

BAR SIZE

LAP SPLICE LENGTH

3 18

4 24

5 30

6 36

7 42

8 48

STRUCTURAL & EXTERIOR CMU WALLS

27

36

45

54

63

72

REF PLAN

FOR ELEV

24"

LA

P S

PLIC

E1

' -

0"

DOWEL MATCHING VERTICAL WALL REINF WITH STD ACI 90º HOOK AS SHOWN TYP

(3) #4 CONT

2' - 0" #4 AT 12" OC

2'-0"2'-0"

T.O.S. EL.SEE PLAN

L8X6X1/2 X 0'-8" LLVW/ (2) 2 3/4" VERTICALLYSLOTTED HOLES @ 5" O.C.SPACE ANGLES AT 2'-6" O.C.

(2) 3/4" DIA. BOLTS W/WASHERS & NUTS. FINGER TIGHTEN NUTS, BACK OFF 1/4TURN THEN TACK WELDNUT TO BOLT

16" BOND BEAM CONT.W/ (2)#6 TOP & BOT & #3 TIES @ 12" O.C.

2"

GRID

3/16L3X3X3/8" MIN BEAM FLANGE BRACING @ 4'-0" OC MAX

2

@12" CMU

@8" CMU

0"

3/8

"

3/8" BENT PL. X (OREQUIV. ANGLE) (GALV.) WITH3/4" DIA. ANCHOR BOLTS @ 16".USE BENT PL. AS TEMPLATE FOR BOLT PLACEMENT SHIM AS REQ'D BEHIND ANGLE TO SET ANGLE TO SPECIFIEDTOLERANCE

7"

4"

5"

WALL HEIGHT 8' < H </- 12'-0"16" DEEP BOND BEAMW/ 2#7 CONT. TOP & BOT.& #3 TIES @ 16" O.C.. EXTENDBOND BEAMS 8" MIN. PAST EA. END OF OPENING;WALL HEIGHT 12' < H </- 16'-0"24" DEEP BOND BEAMW/ 2#7 CONT. TOP & BOT.& #3 TIES @ 16" O.C.. EXTENDBOND BEAMS 8" MIN. PAST EA. END OF OPENING;FOR WALL OPNG > 16'-0"CONSULT W/ ENGR

CMU WALL

7"

NOTES:1. HORIZ. LEG OF ANGLE OR BENTPL. TO EQUAL DISTANCE FROMFACE OF BRICK TO FACE OF CMULESS 1/2"

2. FOR OPENINGS LESS THAN 8'-0" USE STEEL LINTEL ANGLE FORFACE BRICK

EXTERIOR WALLS INTERIOR WALLS

UNBRACED WALL HEIGHT TYPICAL WALLWALLS WITHIN 14' OF

EDGES/CORNERSUNBRACED WALL HEIGHT

6" CMU

8" CMU

NON-STRUCTURAL CONCRETE CMU WALL VERTICAL REINFORCING SCHEDULE

0'-12' #5 AT 24" OC #5 AT 16" OC

0'-15' #5 AT 24" OC

15'-18' #6 AT 24" OC

18'-21'

NOTES:

1. THE FIRST CELL AT CORNERS AND ENDS OF THE WALLS SHALL BE REINFORCED WITH (2) OF THE SAME SIZE WALL REINFORCINGSHOWN ABOVE, AND GROUTED FULL.

2. AT JAMBS PROVIDE ADDITIONAL BARS IN EXTRA GROUTED FULL HEIGHT CELLS, EQUAL TO NUMBER OF INTERRUPTED CELLS (1 CELL MINIMUM EACH SIDE), SHALL BE EQUALLY PLACED AT EACH SIDE OF WALL OPENINGS WITH THE SAME SIZE WALL REINFORCING SHOWN ABOVE.

3. REFER TO SPECS AND GENERAL NOTES FOR INFO NOT SHOWN

TABLES ARE BASED ON f'm=1500 psi W/ SPECIAL INSPECTION TYPICAL WALLSARE GOOD FOR 27 PSF (MIN.) EDGES ARE 35 PSF (MIN.)

TYPICAL WALLS

#5 AT 24" OC

#6 AT 24" OC

#6 AT 24" OC 25'

15'

12'

4. TYPICAL WALLS SHALL HAVE A SOLID GROUTED BOND BEAM W/ (2)#4 CONT. @8'-0" O.C. MAX. ALONG THE HEIGHT OF THE WALL.

5. FOR 8" PERIMETER CMU WALLS WITH SOLID WALL WIDTH LESS THAN 4'-6" BETWEEN WINDOW, PROVIDE #6 E.F. VERT. @8" O.C. IN GROUTED CELLS.

6. UNLESS NOTED OTHERWISE ON ARCH DRAWINGS, PROVIDE VERT CONTROL JOINTS AT 16'-0" OC MAX.

#4 AT 48" OC

#6 AT 16" OC#6 AT 16" OC EA FACE #6 AT 16" OC EA FACE 35'

#5 AT 40" OC

2

S

TATE OF TEXAS

LI C E N S E

D

PR

OF

ESS IO A L ENG

I NE

ER

N

JOHN R. KUBALA

106120



Firm Reg No. F-8435


PROJECT # 17-136

10-24-2017

CH

RIS

TU

S T

rin

ity

Mo

ther

Fra

nce

s

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SE

ST

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IUM

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ES

S B

OX

AD

DIT

ION

AN

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AT

ION

HOME

TX Firm: F-3709


Dallas, TX 75240972-233-1323 P972-233-1373 F


FO

R B

IDD

ING

AN

D C

ON

ST

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CT

ION

PLANNORTHKEY PLAN

TRUENORTH

10/05/2017

1766-01SP


TYLER ISD


DATE

PROJECT NUMBER

CLIENT

REVISIONS

609

FA

IR P

AR

K D

R.

TY

LER

, T

X 7

570

2

PBK.com

PROJECT NUMBER

10/2

4/2

017 3

:52:4

3 P

MC

:\U

sers

\msha

rifi\D

ocu

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ts\1

7-1

36_

TY

LE

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TA

DIU

M P

B_R

17_

msh

arifi.r

vt

2 ADDENDUM #2 10/24/2017

S4.0

0T

YP

ICA

L C

MU

DE

TA

ILS

AN

D S

CH

ED

ULE

S

S4.00

TYPICAL CMUDETAILS ANDSCHEDULES

3/4" = 1'-0"1 TYPICAL CMU WALL REINFORCING DIAGRAM AND SCHEDULE

3/4" = 1'-0"2 TYPICAL CMU WALL OPENING DIAGRAM AND SCHEDULE

3/4" = 1'-0"3 TYPICAL CMU WALL AT STAIR

3/4" = 1'-0"4

TYPICAL LOAD BEARING BEARING/STRUCTURALCMU WALL VERTICAL REINFORCING SCHEDULE

12" = 1'-0"5 STEEL REINF LAP SCHEDULE IN CMU

3/4" = 1'-0"6 TYPICAL INTERIOR CMU ON SLAB-ON-GRADE

3/4" = 1'-0"8 TYPICAL CMU WALL BRACING AT STEEL BEAM

3/4" = 1'-0"7

TYPICAL LINTEL WITH SHELF ANGLE FOR WALL OPENING WIDTH OVER 8'-0"

3/4" = 1'-0"9

TYPICAL NON LOAD BEARING BEARING CMU WALL VERTICAL REINFORCING SCHEDULE

TOP PLATE TO BE GRADE 50AND TO HAVE CROSS-SECTIONAREA EQUAL TO AREA OF BEAMFLANGE, AND LENGTH AS REQ'DTO DEVELOP STRENGTH OFPLATE WITH FILLET WELD

ERECTION BOLTS

WEB PLATE, SIZED BY FABR. FOR ERECTION, 3/8" MIN.

WEB PL, SIZED BY FABR FORERECTION, 3/8" MIN

ERECTION BOLTS

TOP AND BOTTOM PL TO BEGRADE 50 AND TO HAVECROSS-SECTIONAL AREAEQUAL TO AREA OF BEAMFLANGE, AND LENGTH AS REQDTO DEVELOP STRENGTH OF PLWITH FILLET WELD

CASE 2

CASE 1

TC-U4A

TC-U4A, WELDWEB AFTERFLANGES


TOS EL

REF PLAN

TOS EL

REF PLAN

TOS EL

REF PLAN

3/16 2@12

ROOF EDGE OVERHAND > 3" AND < 10"

ROOF EDGE OVERHANG 3" OR LESS

STL BEAMREF PLAN

ROOF EDGE OVERHAND > 10" AND < 24"

1/4"X3"XAS REQDBENT PL OREQUIVALENT ANGLE

STL BEAMREF PLAN

1/4"x3"xAS REQDBENT PL OREQUIVALENT ANGLE

MTL DECK REF PLAN FOR SIZE AND ORIENTATION

1/4"x3"xAS REQDBENT PL OREQUIVALENT ANGLE

L2x2x1/4 AT4'-0" OC

PLAN

REF

OVERHANG3" MAX

2" MIN

REF PLAN

TOS EL

REF PLAN

OVERHANG10" MAX 2" MIN

3/16 2@12


TOS EL

REF PLAN


STL BEAMREF PLAN

OVERHANG24" MAX

2" MIN

3/16 2@12

TYP

REF PLAN

TOW EL

REF ARCH

GRID

STL BEAMREF PLAN

REF ROOF DIAPHRAGM FASTENERDIAGRAM AND SCHEDULE FORDECK ATTACHMENT TYPE, SIZE,AND SPACING

REF DIAPHRAGMCHORD SCHED FORCONT ANGLE SIZE

TOS EL

REF PLAN

CONN REF SCHED

L3x3x1/4 AT 2 LOCATIONS NEAREST MIDSPAN (TYP)

CMU WALL REF CMU WALL REINF DIAGRAM

EMBED REF DIAPHRAGM CHORD SCHEDULE

STL BEAM REF PLAN

REF ROOF DIAPHRAGMFASTENER DIAGRAM ANDSCHEDULE FOR DECKATTACHMENT TYPE, SIZE,AND SPACING

REF DIAPHRAGMCHORD SCHED FOR CONT ANGLE SIZE

TOW EL

REF ARCH

GRID

TOS EL

REF PLAN

L2x2x1/4 BRIDGING (REF PLAN FOR LOC)

CMU WALL REF CMU WALL REINF DIAGRAM

EMBED REF DIAPHRAGM CHORD SCHEDULE

STL COLUMNREF PLAN

1/2" CAP PLATE

STL BEAM REF PLAN

STL BEAMREF PLAN

MTL DECKREF PLAN

CONN REF SCHED TYP

GRID

TOS EL

REF PLAN

1/4

TOS EL

REF PLAN

MTL DECKREF PLAN

STL BEAMREF PLAN

CL BEAM

GRID

L3x3x1/4 AT 2 LOCATIONS NEAREST MIDSPAN (TYP)

ERECTIONBOLTS

TAB PL, MIN THICKNESS TOBE EQUAL TO BEAM WEB OR3/8", WHICHEVER IS LARGER

GR 50 STIFFENER PL WITH MINTHICKNESS TO MATCH BEAMFLANGES

GR 50 STIFFENERS TO MATCH BEAM FLANGES

ERECTION BOLTS

WEB PL SIZED BY FABR FOR ERECTION, 3/8" MIN

WEAK AXIS - WF COLUMN

STRONG AXIS - WF COLUMN

STL COLUMN REF PLAN

STL COLUMN REF PLAN

STL BEAMREF PLAN

STL BEAMREF PLAN

TOS EL

REF PLAN

TOS EL

REF PLAN

B-U4A

AFTERFLANGEWELDS

WELDSDESIGNED BYFABRICATOR

TC-U4A


HSS COLUMN

STL COLUMN REF PLAN

TOS EL

REF PLAN

TYP, GRINDSMOOTH

GR 50 STIFF PL TYP

TYP

5

CONT. BENT PLATE SEE 6/S5.03

SLANTED HSS6X2 (LLH); COORDINATE LOCATION WITH ARCH. DWGS.

SLANTED HSS6X2 (LLH); COORDINATE LOCATION WITH ARCH. DWGS.

SLANTED C6X8.2 @ 4'-0" O.C. COORDINATE THE LOCATION WITH ARCH. DWGS.

CONT. ANGLE BETWEEN CHANNELS REF ARCH. DWGS.

W BEAM REF PLAN

L 4X4X3/8 @ EA. C6X8.2

W BEAM REF PLAN

TOSC EL

REF PLAN

4' - 5"

L 4X4X3/8 @ EA. C6X8.2

INFILL W/ANGLE OR PLATE; FLUSH W/FLOORWELD TO FLOOR ANGLE AND C6X8.2

REF ARCH. DWGS.FOR WINDOW ABOVE

2

5

REF SECTION 8 ON THIS SHEET

STL BEAM REF PLAN

L3X3X1/4 @ 4'-0" O.C.

STL BEAM REF PLAN

TOSC EL

REF PLAN

STEEL DECK REF PLAN

REF 7/ S5.02

2

5"X7"X3/8"BENT PLATE (GALV.)(LLH)

TOS ELEV

REF PLAN

2"

L4X4X3/8" W/3/8" STIFF. PLATEAT FLANGES

WIDE FLANGECOLUMN

HSS TUBE

1/2" THICK PLATE

HSS TUBE


1/2" THICK PLATE



HSS TUBE

HSS TUBE TO WIDE FLANGE COLUMN CONNECTION

HSS TUBE TO WIDE FLANGE - WEB CONNECTION

HSS TUBE TO WIDE FLANGE - FLANGE CONNECTION

3" ON 12" FILLETSTITCH WELD T&B

1/2" STIFFENERPLATE EACH SIDETOP&BOT

3/16 2@12

TOS EL

REF PLAN

3/16 3@12

3/16 3@12

LA

P

2"M

IN

TO BLOCKING

REF ARCH


UNLESS NOTED OTHERWISE ON DETAILS PROVIDE 3/8" CONT BENT PL OR EQUIVELENT ANGLE REF ARCH FOR LOCATION INSTALL AFTER ROOF DEAD LOAD IS IN PLACE AND INSTALL HORIZONTAL UNLESS NOTED OTHERWISE ON PLAN

MAX1 1/2"

HSS6x2x1/4" (LLH)

L4x4x3/8 BETWEEN BEAMS

L3x3x1/4SPACING AT 4'-0" OC AT EXT WALLSSPACING AT 6'-0" OC AT INT WALLS

1

1

WINDOW OR WALL HEAD BRACING PERPENDICULARWINDOW OR WALL HEAD BRACING PARALLEL

L3X3X1/4 CONT BETWEEN BEAMS

PL 3/8"

COMPOSITE

3/16TYP

TOS EL =

REF PLAN

1

1

L3x3x1/4SPACING AT 4'-0" OC AT EXT WALLSSPACING AT 6'-0" OC AT INT WALLS

3/16TYP

TOS EL =

REF PLAN

INFILL COLD FORM MTL STUDS TO SIT ON TOP OF THE HSS TUBE STEEL

INFILL COLD FORM MTL STUDS TO SIT ON TOP OF THE HSS TUBE STEEL

HSS6x2x1/4" (LLH)

EXISTING PRECAST WALL

NEW STRUCTURE

SEE FOR INFO NOT SHOWN

#3 x AT 16" TOP4'-0"

GRID

E.J.1"

PLAN

REF

6/ S5.03

2

HSS TUBEREF PLAN

L6X6X3/8" HOT DIP GALV. BRICK ANGLE

C8x11.5 @ 4'-0" OC

AR

CH

RE

F

6" 6"

L6X6X3/8" HOT DIP GALV. BRICK ANGLE

2

NOTE: THIS DETAIL SHALL BE USED AT ARCH DETAIL 3/A7.06

HSS12x TUBE(HOT DIP GALV.)REF PLANS

2" TO 3" OF NW CONC W/ 4x4 W.W.M. 2.9x2.9

L2X2X1/4" (HOT DIP GALV)

DECKING PER STAIR MANUFACTURER

C4X5.4 (HOT DIP GALV) FLOOR JOISTS @ 3'-0" O.C. AT SIM

ARCH SOFFIT

HANDRAIL/GUARDRAILREF ARCH

RE

Q'D

TH

ICK

NE

SS

RE

F A

RC

H F

OR

2

A

CONT. BRICK L 6x6x3/8

TOS EL

REF PLAN

PROVIDE HANG DOWN 3/8" THICK x6"x4" PLATE TO LAP WITH CHANNEL

HSS BEAM REF PLAN

C6 ROOF PURLINS REF PLAN

TH

ICK

NE

SS

- T

YP

RE

F A

RC

H D

WG

SF

OR

SO

FF

IT

EXTEND THE CHANNEL AS REQ'D TO REACH BACK OF GALV. BRICK ANGLE

GALV ROOF L 3x3x1/4 FULL PERIM OF MECH WELL- TYP

STUD WALL REF ARCH

BRICK WALL REF ARCH

2

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TATE OF TEXAS

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JOHN R. KUBALA

106120



Firm Reg No. F-8435


PROJECT # 17-136

10-24-2017

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TX Firm: F-3709


Dallas, TX 75240972-233-1323 P972-233-1373 F


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TRUENORTH

10/05/2017

1766-01SP


TYLER ISD


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REVISIONS

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2 ADDENDUM #2 10/24/2017

S5.0

2S

TE

EL F

RA

MIN

G S

EC

TIO

NS

S5.02

STEELFRAMINGSECTIONS

3/4" = 1'-0"6 MOMENT CONNECTION AT BEAM

3/4" = 1'-0"7 ROOF EDGE DETAIL

3/4" = 1'-0"1 BEAM AND JOIST AT WALL

3/4" = 1'-0"2 BEAM AT WALL

3/4" = 1'-0"3 COLUMN AT BEAM/JOIST

3/4" = 1'-0"4 BEAMS AT BEAM

3/4" = 1'-0"5

MOMENT CONNECTION AT WIDE FLANGE COLUMN

3/4" = 1'-0"8 TYPICAL SECTION AT SOUTH FACADE

3/4" = 1'-0"9 TYPICAL SECTION AT SOUTH FACADE

3/4" = 1'-0"11 LOW TUBE AT BRICK SUPPORT

3/4" = 1'-0"10 ROOF EDGE ANGLE

3/4" = 1'-0"12 WINDOW OR WALL HEAD BRACING

3/4" = 1'-0"13 EJ AT EXISTING 3/4" = 1'-0"

14 SECTION DETAIL

3/4" = 1'-0"15 SECTION DETAIL

3/4" = 1'-0"16 SECTION

GRID

COMPOSITE MTL DECK REF PLAN

CONN REF SCHED

STL BEAM REF PLAN

EXT FINISHREF ARCH

DEFLECTIONTRACK REF SPECS

EDGE OF SLAB

REF

REF DIAPHRAGM CHORD SCHEDFOR CONT CHORD STEEL REINF.SPLICES IN CHORD STEEL SHALLBE STAGGERD BY AT LEAST 20'-0"

MTL STUDSREF SPECS

DEFORMED BAR ANCHORREF

PLAN

REF

PLA

N

RE

F

TOSC EL

REF PLAN

REF ARCH

6/ S5.03

6/ S5.03

COMPOSITE MTL DECK REF PLAN

EXT FINISH REF ARCH

DEFLECTIONTRACK REF ARCH

EDGE OF SLAB

DEFORMED BAR ANCHOR REF

1/4" BENT PL REF

PLAN

REF

GRID

PLA

N

RE

F

MTL STUDS REF SPECS

TOSC EL

REF PLAN

STL BEAM REF PLAN

REF DIAPHRAGM CHORD SCHED FOR CONT CHORD STEEL REINF. SPLICES IN CHORD STEEL SHALL BE STAGGERD BY AT LEAST 20'-0"

REF ARCH

6/ S5.03

6/ S5.03

G2G1

S5.04

4

S3.02

4

S3.02

4

S3.02

1S3.02

1

HSS 12X12X5/8 COL. WITH HORIZ. TUBE WHERE TUBE TIE-IN COL. WEB

FOR ERECTION PROVIDE SEAT ANGLE INSIDE TUBE4X4X3/8 x 3" LONG W/2 5/8" DIA. PLUG WELD

AFTER SETTING SEAT ANGLE PROVIDE 5/16" FILLET WELD ALL AROUND TUBE TYP

REFER TO 4/S4.00 AND 2/S4.00 FOR INFO. NOT SHOWN HERE; TYP.

REFER TO 4/S4.00 AND 2/S4.00 FOR INFO. NOT SHOWN HERE; TYP.

BOS EL

REF ARCH.DWGS.

S3.02

4

HSS16X4X1/4

TOS EL

REF ARCH.DWGS.

TOS EL

REF ARCH.DWGS.

S4.01

10

S4.01

10

S3.02

4

TOSC EL

SEE PLAN

DIAGONAL HSS 6X6X3/8 BRACE, COORDINATE THE SLOPE AND ELEV. WITH ARCH. DWGS.

ALL STEEL TO BE HOT DEEP GALVANIZED

G2

PLAN

SEE

HSS BEAM SEE PLAN

SLOPING C BEAM SEE PLAN

BOD EL

SEE PLAN

TOS EL

SEE PLAN

GRID GRID

SLOPE DN

REF ARCHSTEEL DECK SEE PLAN

SEE 7/ S5.02

REF ARCHWOOD BLOCKING REF ARCH

L5X5X3/8" X6" LONG

L4X4X1/4" CONT.

REF ARCH SEE PLAN

REF ARCHSEE PLAN

HSS BEAM SEE PLAN

SLOPING C BEAM REF PLAN

GRID

TOS EL

SEE PLAN

STEEL DECK SEE PLAN

WOOD BLOCKING REF ARCH

L4X4X1/4" CONT.

L5X5X3/8" X6" LONG

REF ARCH

GA

2' -

6"

TOSC EL

SEE PLAN

TOS EL

SEE PLAN

HSS BEAM SEE PLAN

SLOPING HSS BEAM SEE PLAN

HSS 16x4x3/8 BEAM, COORDIANTE THE LOCATION WITH ARCH. DWGS.

HSS BEAM SEE PLAN

DIAGONAL HSS 6X6X3/8 BRACE, COORDINATE THE SLOPE AND ELEV. WITH ARCH. DWGS.

HSS BEAM SEE PLAN

STEEL DECKSEE PLAN

SLOPE DN

TOS EL

SEE PLAN

S3.02

1

ALL STEEL TO BE HOT DEEP GALVANIZED

2

2

CONT L2x2x1/4- TYPICAL

35

5'-8" 5'-2"

STEEL BEAM REF PLANSTEEL BM

REF PLANW BEAM REF PLAN

W BEAM REF PLAN

PL 1/2"x8"x1'-2"W/ 3 #6 X 2'-6 DBA(WELDED TO EMBED)

COMPOSITE DECK REF PLAN

1/4

3/4" DIA STUDS @ 6" OC

1/4

NEWHSS 14X6X3/8

NEW DOUBLE L2X2X3/8" W/5/16" FILLET WELD ALL AROUND TO EA MEMBER (BOTH WF BM AND C12X20.7) SEE PLAN FOR SIZES

TOS EL

MATCH WITHEXISTING

NEW BM SEE PLAN FOR SIZE

REF FOR INFORMATION NOT ANNOTATED HERE

8/ S5.02

3/8" THICK KNIFE PLATE



TOSC EL

REF EXISTING

NEW FLOOR BEAM. SEE PLAN FOR SIZE. THE BEAM SHALL HAVE TOP FLANGE BRACED AT 2' - 6" OC BETWEEN ADJACENT JOISTS WITH HSS 2 1/2x2 1/2x1/4 - TYP

3/16"

4" MINLENGTH

3/16"

EXISTING HSS COL TO REMAIN

TOS EL

MATCH WITHEXISTING

EXISTING BEAM TO REMAIN

NEW BEAM MOMENT WELDED TO TOP BOT SIDES OF EXIST WX BEAMSEE PLAN FOR SIZE

NEWHSS 4x4 COLREF PLAN

4"

3" ON 12" STICTH WELD EACH SIDE BETWEEN NEW AND EXIST COL

PROVIDE NEW CAP PLATE TO MATCH WITH EXIST CONDITIONS

CL NEW COL AND BEAM


STL CHANNEL REF PLAN

ARCH'L FINISH

BRICK SUPPORT WITH BENT PL6"x8"x3/8" (LLH) HOT DIPPED GALVANIZED WELDED TO EACH C8 HANGDOWN

HANGDOWN C8x11.5 AT 4'-0" OC WELDED TO BASE OF HSS WITH 1/4" FILLET WELD ALL AROUND

ARCH'L FINISH

CFMS BY OTHERSREF ARCH

HSS TUBE REF PLAN

CONT L4x4x1/4 (GALV)


WELDED CLIP AT EA CHANNEL QUICK (TYP)

MTL DECK REF PLAN

1/2"

2

REF ARCH

SOFFIT REF ARCH

GRID

AT EACH EXISTING JOIST PROVIDE 1/4" x 6" WIDE STRAP PLATE FROM EXISTING BEAM LINE THROUGH FULL WIDTH OF CANTILEVER & EXTEND BACK EQUAL TO NEW ROD REINF. AT TOP CHORD

AT ALL EXISTING JOISTS PROVIDE L2X2X1/4" BRACES RUNNING CONTINUOUS ALONG BOTTOM CHORD AT (3) PANEL POINTS CLOSEST TO THE GIRDER BEAM EACH SIDE OF GIRDER BEAM (TYP.)

AT EACH EXISTING JOIST PROVIDE 14'-0" LONG 3/4" DIA ROD INTO EACH JOIST TOP CHORD ANGLE (2 RODS PER EXISTING JOIST) WELD ROD TO EXISTING ANGLE LEGS WITH 3/16" FILLET WELD IN 3" ON 12" PATTERN

SEE DETAIL FOR INFO NOT SHOWN

8/ S5.02

HSS14X6X3/8" (LLV)

3/8" THICK KNIFE PLATE

2

S

TATE OF TEXAS

LI C E N S E

D

PR

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ESS IO A L ENG

I NE

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N

JOHN R. KUBALA

106120



Firm Reg No. F-8435


PROJECT # 17-136

10-24-2017

CH

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Mo

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Fra

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SE

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AD

IUM

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AD

DIT

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AN

D R

EN

OV

AT

ION

HOME

TX Firm: F-3709


Dallas, TX 75240972-233-1323 P972-233-1373 F


FO

R B

IDD

ING

AN

D C

ON

ST

RU

CT

ION

PLANNORTHKEY PLAN

TRUENORTH

10/05/2017

1766-01SP


TYLER ISD


DATE

PROJECT NUMBER

CLIENT

REVISIONS

609

FA

IR P

AR

K D

R.

TY

LER

, T

X 7

570

2

PBK.com

PROJECT NUMBER

10/2

4/2

017 3

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5 P

MC

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17_

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arifi.r

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2 ADDENDUM #2 10/24/2017

S5.0

4S

TE

EL F

RA

MIN

G S

EC

TIO

NS

S5.04

STEELFRAMINGSECTIONS

3/4" = 1'-0"1 BEAM/BEAM CONNECTION AT STUD WALL

3/4" = 1'-0"2 BEAM AT STUD WALL

3/8" = 1'-0"3 TICKET BOOTH ELEVATION

3/4" = 1'-0"4 DETAIL

1 1/2" = 1'-0"5 SECTION AT HIGH ROOF

1 1/2" = 1'-0"6 SECTION AT HIGH ROOF

3/8" = 1'-0"7 TICKET BOOTH SECTION

3/4" = 1'-0"8 DRAG BEAM CONNECTION TO CMU WALL

3/4" = 1'-0"9

NEW SECTION AT EXISTING PRESSBOX FACILITY

3/4" = 1'-0"10


3/4" = 1'-0"11


22

2

22

3/4" = 1'-0"12 FRAMING SECTION

3/4" = 1'-0"13 DETAIL AT EXISTING

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Line

kprinz

Line

Documents

ARCHITECT PBK Architects, Inc. - RPR Constructionrprconstruction.com/wp-content/uploads/2017/10/TISDRS...SCHEDULES AND DESIGN CRITERIA. 7. REFER TO SHEETS S5.00, S5.01, S5.02 AND S5.03