Addendum Summary - BidNet

H:\DOCS\14216\0000\C ...\C-03 ...\CAI00030_ADD.DOCX

Addendum Summary 401 North Houston Street

Dallas, TX 75202

TEL 214 748 2000

To

Date 15 May 2015

From John Risi Project Arlington ISD Sandy McNutt Elementary

Re AISD Sandy McNutt Elementary School

Addendum #1

Addendum Number: 01

This addendum contains changes to the requirements of the contract drawings and/or project manual. Such changes shall be incorporated into the contract documents and shall apply to the work with the same meaning and force as if they had been included in the original documents. Wherever this addendum modifies a portion of a paragraph of project manual or any portion of the drawing, the remainder of the paragraph of drawing affected shall remain in force. The conditions of the basic project manual shall govern all work described in this addendum. Wherever the conditions of work and the quality or quantity of materials or workmanship are not fully described in this Addendum, the conditions of work, etc. included in the basic project manual for similar items of work shall apply to the work described in this Addendum. The “Conditions of the Contract” apply to all work described in this Addendum. The following changes shall be and are hereby made:

PROJECT MANUAL

ITEM NO. 1.001 SECTION 00 41 00 COMPETITIVE SEALED PROPOSAL FORM – ALTERNATE

PROPOSALS

Replace this section in its entirety with attached Section 00 41 00.

ITEM NO. 1.002 SECTION 08 80 00 GLAZING

1) Add the following section under 2.7 GLASS - CERAMIC-COATED SPANDREL B. Glass Types: Fully Tempered

1. Type 5A-2 – Clear: Patterned frit selected and approved by Architect.

2) Revise and Add the following under 2.9 ISULATED GLASS B. Glass Types:

3. Type 8-3: a. Outer Lite: Type 1A. b. Inner Lite: Type 5A-1.

5. Type 8-5

a. Outer Lite: Type 1A. b. Inner Lite: Type 5A-2.

3) Revise the following under 3.10 SCHEDULE

B. Exterior Storefronts and Window Walls: Type 8-1, 8-2, 8-3, 8-4 and 8-5 glazing with dry gasket system.

12 May 2015


2

ITEM NO. 1.003, SECTION 28 31 21 – Fire Detection And Alarm System

Refer to section 28 31 21 Fire Detection and Alarm System, page 28 31 21-22, under sub-section 2.24

Strobe/Horn Signals, remove and replace with the following:

2.24 Strobe/Horn Signals (Audible/Visual Notification Appliances)

A. Audible/Visual Signals shall conform to ADA standards. Furnish and install where shown on the drawings or as required per NFPA and any local, state, federal codes, or laws. Notification appliance circuits serving employee work areas shall be initially installed with a minimum of 20% spare capacity for visible notification appliances to facilitate future accommodation of hearing impaired employees. Strobe intensity (candela output) and audible decibel level shall be sized for the room size and area of coverage per ADA and NFPA/ANSI standards. Audible signals shall emit a temporal pattern (Code 3) meeting ANSI S3.41 standards. Housings shall be red in color and imprinted `FIRE'. Strobe lens shall be clear. All interior strobe flashing shall be synchronized. All interior audible signal tones shall be a synchronized code 3 pattern.

B. Provide synchronization control modules, interconnected such that all circuits are synchronous, for

all notification appliance circuits - System Sensor SpectrAlert SyncCircuit Modules model MDL. Note that signal appliances that can synchronize on a single circuit, but not across all circuits are not acceptable.

1. Ceiling Mount Strobe Only provide (multi-candela set to 15/30/75/95 cd as indicated) - System Sensor SpectrAlert Advance model SCR.

2. Ceiling Mount Strobe Only large area provide (multi-candela set to 155/177 cd as indicated, use 177 cd for sleeping areas) - System Sensor SpectrAlert Advance model SCRH.

3. Ceiling Mount Horn Strobe provide (multi-candela set to 15/30/75/95 cd as indicated) - System Sensor SpectrAlert Advance model PC2R.

4. Ceiling Mount Horn Strobe large area provide (multi-candela set to 155/177 cd as indicated, use 177 cd for sleeping areas) - System Sensor SpectrAlert Advance model PC2RH.

5. Wall Mount Horn Strobe in corridors up to 20' wide provide (multi-candela set to 15 cd) - System Sensor SpectrAlert Advance model P2R.

6. Wall Mount Strobe Only provide (multi-candela set to 15/30/75/110 cd as indicated) - System Sensor SpectrAlert Advance model SR.

7. Wall Mount Strobe Only large area provide (multi-candela set to 135/185 cd as indicated) - System Sensor SpectrAlert Advance model SRH.

8. Wall Mount Horn Strobe provide (multi-candela set to 15/30/75/110 cd as indicated) - System Sensor SpectrAlert Advance model P2R.

9. Wall Mount Horn Strobe large area provide (multi-candela set to 135/185 cd as indicated) - System Sensor SpectrAlert Advance model P2RH.

10. Exterior Horn Strobes provide 75 cd System Sensor SpectrAlert Advance P2RK with semi-flush mounting plate with gasket, mount to standard recessed 4” x 4” x 2-1/8” electrical backbox flush in wall, weatherproof for outdoor installation per UL 1638.

11. Exterior WATERFLOW ALARM Horn Strobe provide 75 cd System Sensor SpectrAlert Advance P2RK with semi-flush mounting plate with gasket, mount to standard recessed 4” x 4” x 2-1/8” electrical backbox flush in wall, weatherproof for outdoor installation per UL 1638. Also, provide a weatherproof sign approximately 12” wide x 6” high, white with red letters reading, “WATERFLOW FIRE ALARM SIGNAL”. Configure fire alarm system to activate this signal on waterflow alarm only. Center signal and sign directly over Fire Department Connection (Siamese Port).

12 May 2015


3

C. Each notification device shall be labeled in a visible area with its circuit and power supply number

utilizing self-laminating, flexible vinyl film, non-smear, machine printed labels.

D. Provide where indicated on plans or required protective polycarbonate or wire Device Guards. Minimum of 1/8” thick clear polycarbonate or 10 gauge welded steel wire constriction with a red epoxy powder coat finish. To be Space Age Electronics, Inc. Marlboro, MA, model number SSU 03505 universal signal guard, or equivalent.

DRAWINGS

ARCHITECTURAL

ITEM NO. 1.004 SHEET A01-11

Add revision to drawing 09 on sheet A01-11 in its entirety with SDA 01 attached hereto. Aluminum sign insert

into concrete revised.


Add revision to drawing 08 on sheet A01-12 in its entirety with SDA 02 attached hereto. Entry sign revised with

insert detail lines and note to refer to structural.

ITEM NO. 1.006 SHEET A02-02A & A02-02B

Add notes to eight mechanical chases to read "FILL CHASE VOID AROUND DUCTWORK, PIPING, ETC W/

BATT INSULATION.” Chases are located between rooms A206 & A210, A209 & A211 along grid A5. Between

rooms A218 & A220, A219 & A221 along grid A8. Between rooms B208 & B210 along grid B6. Between rooms

B205 & B209 along grid B4. Between rooms B216 & B218 between grids B11 & B12. Between rooms B221 &

B223 along grid B12.

ITEM NO. 1.007 SHEET A03-02A

Add revision to drawing 01 on sheet A03-02A in its entirety with SDA 03 attached hereto. Control Joints added to

stairwell ceiling. Typical at all four stairwells.


Replace sheet A04-21 in its entirety with new sheet A04-21 attached hereto. Drawings 01, 03, 04, & 06 revised.

Drawing 07 added.


Replace sheet A04-22 in its entirety with new sheet A04-22 attached hereto. Drawing 02 revised.


Replace sheet A06-23 in its entirety with new sheet A06-23 attached hereto. Drawings 01, 02, & 04 revised.


Replace sheet A06-61 in its entirety with new sheet A06-61 attached hereto. Drawings 01, 03, 10, & 14 revised.


Revise drawing 11 to sheet A06-63 in its entirety with SDA 04 attached hereto.

12 May 2015


4


Add new drawings 10, 11, & 12 to sheet A06-64 in their entirety with SDA 05 attached hereto.

ITEM NO. 1..014 INTERIOR ELEVATION SHEETS

Revise every instance of “TACK STRIP” and “TACK WALL” notes to both read “TACK WALL SURFACE W/

BRUSHED ALUMINUM TRIM, REF SPECS.” on sheets A07-01, A07-02, A07-04, A07-05, & A07-06.


Revise drawing title to read “SIGNAGE TYPE C” for drawing 01/A08-02.

Revise drawing title to read “SIGNAGE TYPE A” for drawing 03/A08-02.


Replace drawing W to sheet A08-41 in its entirety with SDA 06 attached hereto.


Revise drawing D/A08-41. Change 5’-8” panel with glazing fritted hatch to spandrel glazing hatch and change

“FRITTED GLAZING” note to read “SPANDREL”.

STRUCTURAL

ITEM NO. 1.018, SHEET S01-01

Replace sheet A06-61 in its entirety with new sheet A06-61 attached hereto

Updated General Notes for the following:

1. Slab on composite metal deck for the grand stair.

2. Removed reference to concrete on metal form deck.

3. Updated metal roof deck design; including gage thickness and connection patterns.


Added entry sign detail reference and drilled pier foundation layout.

ITEM NO. 1.020, SHEET S02-01A & S02-01B

Revised east and west wall of exit stairs for changes to brick clad wall.

ITEM NO. 1.021, SHEET S02-01B & S02-01C

Revised grade beam marks south of the expansion along gridline BF.

ITEM NO. 1.022, SHEET S02-01B & S02.01C

Added reference for elevator guide rail support detail.

ITEM NO. 1.023, SHEET S02-02A & S02-02B

Updated several steel beam sizes and composite beam headed stud connector quantities.

ITEM NO. 1.024, SHEET S02-02B, S02-02C

Revised steel joists marks and identified which joists will have special loading criteria. Several detail references

were added for clarification.

ITEM NO. 1.025, SHEET S02-03A

Corrected top of steel elevations at column AJ-A6.1 for proper slope to roof drains.

12 May 2015


5

ITEM NO. 1.026, SHEET S02-03C

Several detail references were added for clarification.


Updated beam reinforcing schedules and deleted sheet S03-03A.


Added detail 6 to resolve roof drain and pier cap conflict at column BF-B13.


Revised details 9, 10 & 13 for Entry Sign drilled pier foundation and aluminum sign connection clarification.


Added drilled pier foundation details for Courtyard seat walls.

ITEM NO. 1.031, SHEET S04-02, S05-04 & S05-05

For details 23 & 24/S04-02, 23/S05-04, and 23 & 24/S05-05, added connection information at sections through

expansion joint/fire-wall along grids BF and BF.1.

ITEM NO. 1.032, SHEET S05-04 & S05-06

Revised details 10/S05-04, 1 & 3/S05-06, for coordination with wall revisions at the Area A & B exit stairs.


At details 7, 9, 11 & 16/S05-05 and 5 & 6/S05-09, added information for joist load calculations.

PLUMBING

ITEM NO. 1.034, SHEET PS02-01

Refer to Plumbing Site Plan.

4. Route the new 4-inch domestic water line plans south and turn west just south of Area C. The 4-inch

domestic water line shown routed east on site plan is to be deleted.

5. Delete plan note callout just north of Plan Note 7 callout.

ITEM NO. 1.035, SHEET PL02-00C

Refer to Plumbing Under Floor Plan – Area C.

1. Delete the routing of the new 4-inch domestic water line to the east and change to due south as it leaves

the riser room and turn west as it passes the southeast corner of Area C.

ITEM NO. 1.036, SHEET PL02-01B

Refer to Plumbing Floor Plan - Area B.

1. Electric water cooler in Corridor B153 adjacent to Storage B121 to be an E2 electric water cooler.

ITEM NO. 1.037, SHEET PL02-01C

Refer to Plumbing Floor Plan 01- Area C.

1. Above Platform C118 roof drains callouts to 6-inch roof drains and 6-inch overflow roof drains.

ITEM NO. 1.038, SHEET PL03-01

Refer to Plan 10 – Plumbing Enlarged Plan Restrooms B119R and B123R.

12 May 2015


6

1. Sinks in classrooms adjacent to Restroom B119R to G1’s in each classroom.

Refer to Plan 7 – Plumbing Enlarged Floor Plan Restrooms B146R.

1. Sinks adjacent to Restroom B146R to be G9 clinic sinks.

Refer to Plan 6 – Plumbing Enlarged Floor Plan - Restrooms B135 and B136.

Solid dots adjacent to water closets to be D1 floor drains with 3-inch drain line, 1½ inch vent. End of Memorandum

11 May 2015 00 41 00.01 -1 14216.0000 100% Issue for Construction

SECTION 00 41 00 - A 1 2 3 COMPETITIVE SEALED PROPOSAL FORM - ALTERNATE PROPOSALS 4 FOR 5 AISD CENTER STREET NEW ELEMENTARY SCHOOL 6 7 Submitted by: 8 9 _____________________________________________________________________ 10

(Name of Proposer) 11 12

_____________________________________________________________________ 13 (Address) 14

_____________________________________________________________________ 15 (Phone/Fax) 16 _____________________________________________________________________ 17 (Date) 18 To: Board of Trustees 19 Arlington Independent School District 20 1203 W. Pioneer Parkway 21

Arlington, TX 76013 22 23 Having examined Bid and Contract Documents prepared by architect, dated May 18, 2015, and 24 having examined site conditions, the undersigned proposes to furnish all labor, equipment and 25 materials and perform all work for the alternates of the above-named project for the sums indicated 26 below. In submitting his Proposal, the undersigned agrees to carry out Alternate work in addition to 27 and in accordance with the Base Proposal, and to hold these alternate proposals until such time as 28 indicated below. The following are the proposed amounts for the listed Alternates: 29 30

A. Alternate No. 1: Provide alternate proposal for Aaon RQ & RN Series single zone VAV 31 Roof Top Equipment. The units shall be equipped with digital scroll compressors and 32 variable frequency drives on the supply fans. 33

34 add/deduct (circle one) 35 36 37 _____________________________________________$________________________ 38 (Amount in words) (Amount in figures) 39 40 ONE ORIGINAL WITH SIX EXACT COPIES OF THIS ALTERNATE PROPOSAL FORM 41 MUST BE SUBMITTED BY 2:00 PM, MAY 28, 2015. Include electronic copy PDF on submitted 42 thumb drive with per Submission of Proposals in Section 00 21 13. 43

44 END OF SECTION 45

BACK LIGHTING

BRICK ROWLOCK COURSE, BR - 2

AL. SKATEBOARD GUARDS@ 36" O.C., REF SPECS

6" 1' - 6"

2' -

0"

100' - 0"

CONCRETE PAVING

1' -

6"

WATER PROOFING SEALANT

1" MTL TUBE FRAME

1

3/8" = 1'-0"09

ENTRY SIGN SECTION

JOB:Date:

SUPPLEMENTARY DRAWING NO.

SUPPLEMENTING SHEET:

PROJECT:DESCRIPTION:

5/15/2015 3:21:35 PM

14216.0000

SANDY MCNUTT ELEMENTARY SCHOOL

05/15/2015A01-11

REVISION TO ENTRY SIGN SECTION

01

12" LETTERS CUT FROMALUMINUM PLATE

RUBBED FINISH @CONCRETE WALL

EQ

57' - 5"

09

A01-111" WELDED TUBE FRAME SLOT RECESS FOR ALUMINUM

SIGN INSERT; REFSTRUCTURAL

1

JOB:Date:

SUPPLEMENTARY SKETCH NO.



5/15/2015 10:40:07 AM

14216.0000


05/15/2015A01-12

REVISION TO ENTRY SIGN

02

A10 A11 A12

AFF L2

11' - 0"

6TH GRADECLASSROOM

A226

6TH GRADECLASSROOM

A227

COLLABORATION

STAIR

A228

03

A03-10

Sim

5' -

0"

2' -

6"

24' -

0"

EQ EQ

02

A03-10

Sim

4' -

0"

4' -

0"

10' - 6"

8' - 6"

2' - 0"

CJ

CJ

CJ TYP. AT ALLSTAIRWELLS.

8' -

3"

8' -

3"

1

10

1

JOB:Date:




5/14/2015 1:49:18 PM

14216.0000


A03-02A

DRAWING REVISION - CJs @ STAIRWELL CEILING

03

3/4" SUBGIRT

METAL PANEL SOFFIT

CONT. SOFFIT VENT

A6.9

1' - 2"

Sim

LEVEL 02

114' - 8"

AF AE

BLOCKING AS REQUIRED

BLOCKING AS REQUIRED

BREAK MTL BEAM WRAP W/ CONCEALED

FASTENERS TO MATCH MULLION COLOR

1/2" SHEATHING

INSULATION

ANOD. AL. BREAK METAL BEAM

WRAP W/ CONCEALED FASTENERS

SEALANT AND BACKER ROD

WINDOW FRAME

WINDOW AS SCHEDULED

3 5/8" METAL STUD

5/8" GYP WALL BOARD

STEEL; REF STRUCTURAL


1" = 1'-0"12

SECTION DETAIL

1" = 1'-0"11

SECTION DETAIL

1

JOB:

Date:



PROJECT:

DESCRIPTION:

5/15/2015 3:45:05 PM

14216.0000


05/15/2015

A06-63

REVISED SECTION DETAIL

04

A12

FACE BRICK W/ TIES @ 24" O.C.

AIR SPACE

1/2" SHEATHING

1 5/8" METAL STUD @16" O.C.

8" METAL STUD @16" O.C. W/BATT INSULATION

6" METAL STUD @16" O.C. W/BATT INSULATION

FLUID APPLIED AIR BARRIER

1" RIGID INSULATION

INSULATED METAL PANEL

MTL. TRIM W/ DRIP EDGE BYMTL. PANEL MANUFACTURER

1' - 0 1/2"

11 3/4" 1' - 0 1/4"

2' - 0"

AC6" METAL STUDS @ 16" O.C.

W/ BATT INSULATION

1/2" SHEATHING


1" RIGID INSULATION


MTL. TRIM W/ DRIP EDGE MYMTL. MANUFACTURER



SHIM AS REQUIRED VERTICAL

SPANDREL GLASS

WINDOW FRAME

1' - 10"

1' - 0"

AC

1' - 0"

SPANDREL GLASS

WINDOW FRAME

GLAZING AS SCHEDULED

BREAK METAL COVER

1" = 1'-0"10

SECTION DETAIL - BRICK/METAL PANEL TO DOUBLE STUD

1" = 1'-0"11

SECTION DETAIL - METAL PANEL TO GLASS

1

1

1" = 1'-0"12

SECTION DETAIL - GLASS TO LANDING

1

JOB:Date:

SUPPLEMENTARY SKETCH NO.



5/14/2015 1:51:03 PM

14216.0000


05/15/2015A06-64

NEW DRAWINGS 10, 11, 12

05

2' -

4"

4' -

6"

2' -

5"

8' -

1"

2' -

6"

28' -

6"

13' -

3"

13' -

10"

5' -

5"

28' -

6"

W

3' - 2"1' - 8"5' - 8"3' - 2"

3' - 2" 1' - 8" 5' - 8" 3' - 2"

14' - 8"

2' -

6"

8' -

1"

2' -

3"

5' -

7"

2' -

9"

13' -

10"

2' -

4"

8' -

8"

2' -

5"

SPANDREL

0' -

10"

2' -

5"

2' - 9"

1

JOB:

Date:



PROJECT:

DESCRIPTION:

5/14/2015 1:50:04 PM

14216.0000


05/15/2015

A08-41

REVISED DRAWING - W

06

ALIG

N

ALIG

N

ALIG

N

ALIG

N

03

A04-21

02

A06-23

04

A06-23

AF

AE

AD

AC

A11 A1202

A04-22

01

A06-23

100' - 0"

12 E

Q. T

RE

AD

S @

11"

EA

.

V

W

U

TO BOTTOM OF STAIR

13 E

Q. T

RE

AD

S @

11"

EA

.

1' - 1"

CLEAR

7' - 8"

06

A06-22

1 1/2" BRUSHED ALUMINUMHANDRAIL @ 28" A.F.F.;

HANDRAIL MTD. 1 1/2" OFFGUARDRAIL. GUARDRAIL @

42" A.F.F.

1' -

8"

19' -

5"

1' -

7"

6' -

10"

1' -

4"

30' -

10"

1' - 6" 16' - 4"2' - 0"

TREADS, CT-1

1' -

0"

A04-21

07SIM

REF 05/A06-64 FORFLASHING DETAIL

03

A04-21

02

A06-23

04

A06-23

AF

AE

AD

AC

A11 A12

02

A04-22

01

A06-23

13 T

RE

AD

S @

11"

EA

.

12 T

RE

AD

S @

11"

EA

.

107' - 4"

V

U

W

CLEAR

7' - 9" 1' - 1"

CLEAR

7' - 8"

16' - 6"

CLE

AR

7' -

8"

06

A06-22

INTERMEDIATE LANDING

1 1/2" BRUSHED ALUMINUMHANDRAIL @ 28" A.F.F.; HANDRAIL

MTD. 1 1/2" OFF GUARDRAIL.GUARDRAIL @ 42" A.F.F.

1' -

0"

1' -

0"

TREADS, CT-1

A04-21

07

11' -

11"

22' - 2"

01

A04-24

02

A04-24

BG

BF.8

BF

A6.3 B8.5

05/ A

04-2

4

03/ A

04-2

4

04/ A04-24

04/ A04-24

1' -

6"

1' -

2"

8' -

4"

1' - 0" 6' - 11"

6' -

4 1

/2"

3' -

10"

B148.2

2' - 9"

2' - 2 7/8"

2" E.J.

B8.6

BF.1

P44

P2

P31

P1

P31

P2

NOTE:VERIFY ALL HOISTING & PIT DIMENSIONSW/ ELEVATOR MANUFACTURER

WATER HEATERROOM

B148LEVEL 01100' - 0"

LEVEL 02114' - 8"

AF AE AD AC

BRUSHEDALUMINUM

HANDRAILS @28" A.F.F.

A04-22

03Sim

ALIGN

ALIGN

MTL RISER W/INTEGRALNOSING, TYP.

CONCRETEFILLED MTL PAN@ LANDING,REF. 03/A04-22

PTD. STEELSTRINGER, PT-7

BRUSHEDALUMINUM

GUARDRAIL @42" A.F.F.

CORRIDORBEYOND

CJ

PT-2

CJ

A06-64

12Sim

BG

B8.5 B9

01

A04-22

14' - 8"

01

A04-23

1 1/2" BRUSHEDALUMINUM

RAILING @ 28"A.F.F.;

HANDRAIL MTD.1 1/2" OFF

GUARDRAIL.GUARD RAIL @

42" A.F.F.INTERMEDIATE

LANDING

TREADS, T-1

CF

C5

C6

CLEAR

5' - 0"

CLE

AR

3' -

6"

1 1/2" BRUSHED ALUMINUMHANDRAILMTD. 1 1/2" OFF WALL @ 28"AFF, PT-7 TYP.

102' - 0" PLATFORM FF.

100' - 7" LANDING FF.

UP

UP5' - 3"

MAX SLOPE 1:12

17' - 3"1' - 0"

8' -

7"

4' -

10"

6' - 0"

1' -

0"

MA

X S

LOP

E 1

:12

6' -

9"

5' -

6"

1' - 3"

AC

A12

A06-64

05Sim


AIR SPACE


1" RIGID INSULATION

1/2" SHEATHING

8" METAL STUDS @ 16" O.C. W/BATT INSULATION

1 5/8" METAL STUDS @ 16" O.C.

2' - 0"

8"1'

- 0

"

1' - 0 1/4" 11 3/4"

A

B

C

DATE

JOB

SHEET

ISSUES

5/1

4/2

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401 N. HOUSTON STREETDALLAS, TX 75202

T: 214.748.2000 F: 214.653.8281

2

1 05/11/2015 100% ISSUE FOR CONSTRUCTION

3

4

5

6

7

8

9

10

1/4" = 1'-0"01ENLARGED FLOOR PLAN - LEVEL 01 -STAIR

1/4" = 1'-0"04ENLARGED FLOOR PLAN - LEVEL 02 -STAIR

1/2" = 1'-0"02ENLARGED FLOOR PLAN - LEVEL 01 - AREA B ELEVATOR

1/2" = 1'-0"03STAIR SECTION

1/4" = 1'-0"05GRAND STAIR

1/4" = 1'-0"06CAFETORIUM RAMP

1" = 1'-0"07PLAN DETAIL - STAIRWELL

1

REVISIONS1 05/15/2015 ADDENDUM #1

1

1

1

1

LEVEL 01100' - 0"

LEVEL 02114' - 8"

BK BH BGBF.9

STACKED GEOFOAM RIGID INSULATION

REF. STRUCTURAL

REF. STRUCTURAL

23' -

8"

9' -

0"

1' -

5 1

/2"

1' -

5 1

/2"

1' -

5 1

/2"

1' -

5 1

/2"

A04-23

02

04

A04-23

1' -

6"

1' - 6"

LEVEL 01100' - 0"

LEVEL 02114' - 8"

AFAEADAC

A04-22

03

ALIGN

ALIGN

NOTE: PROVIDE PTD. 3/16"STL. PLATE

CLOSURE PIECES FOR ALLOPEN

C-CHANNEL ENDS AND GAPS.

REF: STRUCTURAL

BRUSHED ALUMINUMHANDRAILS @ 28" A.F.F.

BRUSHED ALUMINUMGUARDRAIL @ 42" A.F.F.

MTL RISER W/INTEGRALNOSING, TYP.

CONCRETEFILLED MTL PAN@ LANDING, REF.3/A04-22 SIM

PT-2

1"

PROVIDECONTRASTING

MARKING NONSLIPSTRIPE @ 1" MIN &

MAX 2" WIDE ONEACH TREAD @

NOSING OR LEADINGEDGE OF EACHTREAD OF ALL

STAIRS

RISER FINISH: KYNAR, PT-7

INTEGRAL NOSING

1/2"

HOLD CONCRETE 1/2"BELOW TOP OF PAN TO

RECIEVE PORCELAIN TILEON TREADS & LANDINGS

TYP. REF; FINISHSCHEDULE

PTD. STEELSTRINGER W/

CONCRETE FILLEDPAN

05

A04-22

2' -

4"

3' -

6"

5 1/

2"6"

6"6"

6"6"

6 1/

2"

1 1/2" BRUSHEDALUMINUMGUARDRAIL @42" A.F.F.

1 1/2" BRUSHEDALUMINUMHANDRAIL @ 28"A.F.F.

1" BRUSHEDALUMINUMRAILING

WELD AND GRINDSMOOTH ALLCONNECTIONS

6 1/

2"6"

6"6"

6"6"

5 1/

2"

3' -

6"

1 1/2" BRUSHED ALUMINUM GUARDRAIL

1" BRUSHEDALUMINUM

RAILING

1" BRUSHEDALUMINUM

BALUSTERS

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1/2" = 1'-0"01learning stair section

1/2" = 1'-0"02STAIR SECTION 2

1 1/2" = 1'-0"03TYP. STAIR TREAD DTL

1" = 1'-0"04TYP. HANDRAIL DTL

1" = 1'-0"05GUARDRAIL SECTION REVISIONS

1 05/15/2015 ADDENDUM #1

1

LEVEL 01

100' - 0"

LEVEL 02

114' - 8"

A06-61

01Sim

A06-61

10

1/2" REVEAL, REF. ELEVATIONS

PREFINISHED MTL. COPING,RE. ROOFING

SPANDREL GLAZING

3 5/8" METAL STUD @ 16" O.C.

A12

34' - 0"

REF. ROOFING

A06-61

14

1' - 0 1/2"

9 1/2"

ALIGN

108' - 8"

4' - 0"

5/8" GYP WALL BOARD

A06-63

10Sim

LEVEL 01

100' - 0"


102' - 8"

T.O. MASONRY 117' - 4"

A06-61

05Sim

REF. ROOFING

4' - 0"

A06-63

14

A06-63

06

108' - 8"

LEVEL 01

100' - 0"

8" METAL STUD @ 16" O.C.W/ BATT INSULATION

1/2" SHEATHING

1" RIGID INSULATION

FACE BRICK WITHTIES @ 24" O.C.

AIR SPACE



1" RIGID INSULATION

6" METAL STUD @ 16" O.C.

1/2" SHEATHING




A12


134' - 0"

A06-61

03

REF. ROOFING

WALL PACK, REF. MEP

A06-64

10

8" METAL STUD @ 16" O.C. W/BATT INSULATION

1 5/8" METAL STUD @ 16" O.C.

LEVEL 01

100' - 0"

LEVEL 02

114' - 8"

A06-61

04

A06-61

01Sim


1" RIGID INSULATION


1/2" SHEATHING




A6.1

117' - 4"

134' - 0"

1' - 0"

1' - 2"

1' - 2"

REF. ROOFING

A06-63

10Sim

A06-63

10Sim

TILE BACKER BOARD

CT-2

LEVEL 01

100' - 0"

LEVEL 02

114' - 8"

A06-61

01Sim

A06-61

10Sim



1/2" SHEATHING

1" RIGID INSULATION

FACE BRICK WITHTIES @ 24" O.C.

AIR SPACE


SPANDREL GLAZING

3 5/8" METAL STUD @ 16" O.C.

SPANDREL GLAZING

3 5/8" METAL STUD @ 16" O.C.

AG


A06-62

10Sim

REF. ROOFING

A06-61

10Sim

1' - 2"

1' - 1"

2' - 8"

2' - 8"

108' - 8"

123' - 4"

A06-63

11Sim

LEVEL 01

100' - 0"

AC

A06-61

01Sim


1" RIGID INSULATION


1/2" SHEATHING




SPANDREL GLAZING

3 5/8" METAL STUD @ 16" O.C.

134' - 0"

REF. ROOFING

1' - 10"

1' - 0"

1' - 0"

A06-63

11Sim

A06-64

11

A06-64

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1/2" = 1'-0"02

WALL SECTION - STAIR WELL

1/2" = 1'-0"03

WALL SECTION - STRINGS

1/2" = 1'-0"04


1/2" = 1'-0"05

WALL SECTIN - CORRIDOR

1/2" = 1'-0"06

WALL SECTION - COLLABORATION

1/2" = 1'-0"01



1

1 1

LEVEL 01100' - 0"

C2

WINDOWS AS SCHEDULED

A06-62

12Sim

VAPOR BARRIER

C2


BLOCKING

WINDOW FRAME


SHIM AS REQUIREDVERTICAL

PRE-FINISHED METAL SOFFIT PANEL BYCANOPY MANUFACTURER

RISEWALL FLASHING BY AL.CANOPY MANUFACTURER


1" RIGID INSULATION

CONTINUOUS THRU WALLFLASHING W/ DRIP EDGE

6" MTL STUDS @ 16" O.C. W/BATT INSULATION


1/2" SHEATHING

3/4" PRE-FINISHED METAL REVEAL

CONT. SOFFIT VENT

ROOF DRAIN PER ROOFING

LEVEL 01100' - 0"

FACE BRICK W/ BRICK TIES @24" O.C.

1" RIGID INSULATION


CONTINUOUS THRU WALL FLASHING W/WEEPS @ 24" O.C.

VAPOR BARRIER

MORTAR NET

CMU, REF. STRUCTURAL

CA

5/8" GYP. WALL BOARD

6" MTL STUD W/ BATT INSULATION

1/2" SHEATHING


1" RIGID INSULATION


BLOCKING AS NEEDED

SOLID SURFACE INTERIOR SILL

1' - 6"

CAST STONE SILL

A06-62

03Sim

AIR SPACE

B9

WINDOW FRAME


SEALANT


1/2" SHEATHING


1" RIGID INSULATION


6" MTL STUDS W/BATTINSULATION


MTL. TRIM W/ DRIP EDGE BY MTL.PANEL MANUF.

1' - 2"

A06-64

01Sim

A1210

"

RISEWALL FLASHING BY AL.CANOPY MANUFACTURER

AL. DECKING BY CANOPY MANUFACTURER

STEEL BEAM, TYP. REF STRUCTURAL. CANOPYMANUFACTURER TO PROVIDE APPROPRIATEFASTENERS AT CONNECTIONS BETWEEN AL.

CANOPY ELEMENTS AND STRUCTURAL STEELSUPPORTS.

AL. FASCIA BY CANOPY MANUFACTURER

CM TO COORDINATE DRAIN OUTLETS

PRE-FINISHED METAL SOFFIT PANEL BYCANOPY MANUFACTURER


BLOCKING

WINDOW FRAME



3/4" PRE-FINISHED METAL REVEAL

CONT. SOFFIT VENT

REF SECTION

AL. CHANNEL BEAM W/ DRAINAGE BYCANOPY MANUFACTURER

STEEL ANGLE; REF STRUCTURAL

ANOD. AL. BREAK METAL WRAP TOMATCH MULLION COLOR

CONTINUOUS ALUM. SILL PLATE W/ BACKLEG LAPPED UNDER COPING W/

WATERPROOFING MEMBRANE, BACKERROD & SEALANT BOTH SIDES


6" MTL STUD W/ BATT INSULATION

1/2" SHEATHING


1" RIGID INSULATION

INSULATED MTL. PANEL

SOLID SURFACE INTERIOR SILL

A06-64

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48"X48" ROOF HATCH AS SPECIFIED

SAFETY POST BY HATCH MANUF.

1/4" X 2" BENT PLATE WELDED AT EA.STRINGER, WELDED TO STL. ANGLE

STL. BRACKET SECURED TOBACK-TO-BACK MTL. STUDS

3/4" STL BAR RUNGS @ 12" O.C.

2- C4X7.25 STL. STRINGERS 16" APARTROUND TOP AND GRIND SMOOTH

L4X4 STL. ANGLE WELDED AT EA.STRINGER, BOLTED TO SLAB

FIE

LD V

ER

IFY

PARTITION AS SCHEDULED

BASE AS SCHEDULED

BASE AS SCHEDULED

HOLD GYP. BD. UP 1/2" AT E.J.

FLOOR AS SCHEDULED

EXPANSION JOINT

LEVEL 01100' - 0"

CA


1" RIGID INSULATION


CONTINUOUS THRU WALL FLASHING W/WEEPS @ 24" O.C., GROUTED SOLID BELOW

MORTAR NET


6" MTL. STUD W/ BATT INSULATION

1/2" SHEATHING

VAPOR BARRIER

1' - 6"

LEVEL 01100' - 0"

A12

11 3/4" 1' - 0 1/4"


1" RIGID INSULATION


CONTINUOUS THRU WALL FLASHING W/WEEPS @ 24" O.C.

MORTAR NET

8" MTL. STUD @ 16" O.C. W/BATT INSULATION

1/2" SHEATHING

1 5/8" METAL STUD @ 16"O.C.

VAPOR BARRIER

2' - 0"

CA1' - 7 3/8"

WINDOW FRAME


SEALANT


1/2" SHEATHING


1" RIGID INSULATION





MTL. SOFFIT BY MTL. PANEL MANUF.

A06-64

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CA

1' - 6"

1' - 7 3/8"

1/2" SHEATHING


1" RIGID INSULATION





1" RIGID INSULATION



6" MTL. STUD W/ BATT INSULATION

1/2" SHEATHING

AIR SPACE

ANOD. AL BREAK METAL WRAP W/CONCEALED FASTENERS TO MATCH

MULLION COLOR

1/2" SHEATHING

6" METAL STUDS W/BATT INSULATION

BLOCKING AS REQ'D

REF. STRUCTURAL

CONTINUOUS ALUM. SILL PLATE W/ BACKLEG LAPPED UNDER COPING W/

WATERPROOFING MEMBRANE, BACKERROD & SEALANT BOTH SIDES




MTL. SOFFIT BY MTL. PANEL MANUF.

CONT. SOFFIT VENT

3 5/8" METAL STUD @ 16"O.C. W/ BATT INSULATION

8"

4"4"

4"

A

8"

4"

4"

4"

4"

A

RISE

8"

4"

4"A

4"

2.5"

6"

8"

4"

8"

4"6"

8"

4"

6"

6"

4"

4"

8"

4"

RISE

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1" = 1'-0"01SECTION DETAIL





1" = 1'-0"10SECTION DTL


3/4" = 1'-0"09ROOF HATCH DTL

3" = 1'-0"08EXPANSION JOINT @ A WALL





1 1/2" = 1'-0"14SECTION DTL

1 1/2" = 1'-0"15SECTION DTL

1 1/2" = 1'-0"16CLOAKING DETAILS


1

1

11

STANDARD ABBREVIATIONS

ABADDLAESS

AFFAGGRALTARCHBLBLBLDGBLKBMBOT, BBRGBTWNCCFMFCGSCIPCJCLCMUCOLCOMPRCONCCONNCONSTRCONTCONTRdbDBADETDIA or ØDIMDWGDWLEAEFEJELENGREQEWEXP BTEXSTEXTFFABRFDTNFINFIN FLR, FFFLRFSFVGNGRHORIZ, HHSAHSSHTIFINFOINTJSTJTKK-FT

Anchor BoltAdditionalArchitectural ExposedStructural SteelAbove Finished FloorAggregateAlternateArchitect(ural)Building LineBrick LedgeBuildingBlockBeamBottomBearingBetweenChannelCold-Formed Metal FramingCenter of Gravity of SteelCast-in-PlaceConstruction JointCenter LineConcrete MasonryColumnCompressionConcreteConnect(ion)ConstructionContinuousContractorBar Diameter(s)Deformed Bar AnchorDetailDiameterDimensionDrawingDowelEachEach FaceExpansion JointElevationEngineerEqualEach WayExpansion BoltExistingExteriorForce (Axial)FabricatorFoundationFinishFinish FloorFloorFar SideField VerifyGeneral NotesGradeHorizontalHeaded Stud AnchorHollow Structural SectionHeightInside FaceInformationInteriorJoistJointKip (1,000 pounds)Kip-Feet (Moment)

LBFLLBBLLHLLVLSHLSVMMATLMAXMECHMEPMFRMINMKMTLNICNONSNSGNTSOCOFOP HDOPNGPP-TPCCPENPIPILPLPNLPSFPSIPTRRECTREFREINFREQDSCSCHEDSECTSHTSIMSPRTSQSTSTDSTIFSTLSTRUCTSYMMTT&BTEMPTOCTOFTOJTOPTOSTOWTYPUNOVVERT, VWDWP

Pound-ForceLong Leg Back-to-BackLong Leg HorizontalLong Leg VerticalLong Side HorizontalLong Side VerticalMomentMaterialMaximumMechanicalMech/Elec/PlumbingManufacturerMinimumMarkMetalNot in ContractNumberNear SideNon-Shrink GroutNot to ScaleOn CenterOutside FaceOpposite HandOpeningPan (form)Post-TensioningPrecast ConcretePenetrationPlasticity IndexPilasterPlatePanelPounds Per Square FootPounds Per Square InchPointRadiusRectangle(ular)Refer (to)ReinforcingRequiredSlip-CriticalScheduleSectionSheetSimilarSupportSquareStirrup(s)StandardStiffenerSteelStructure(al)SymmetricalTensionTop and BottomTemperatureTop of ConcreteTop of FootingTop of JoistTop of PierTop of SteelTop of WallTypicalUnless Noted OtherwiseShearVerticalWoodWorking or Work Point

TOC. 99' - 0" TOP OF CONCRETE ELEVATION

TOW 124' - 0" TOP OF WALL ELEVATION

SECTION

SYMBOL LEGEND

ENLARGED PLAN ORPLAN DETAIL

LEVEL ELEVATION(RELATIVE TO DATUMELEVATION 100' - 0")

C1 COLUMN MARK

TOS 120' - 0" TOP OF STEEL ELEVATION(BOTTOM OF METAL DECK)

CAST-IN-PLACECONCRETE WALL

CONCRETE MASONRYWALL

EL 120' - 0" SPOT ELEVATION

DROP IN STRUCTURE

SLOPE IN STRUCTUREMECHL. EQUIPMENTSEE PLAN FOR WEIGHT

1

S101

LEVEL 2115' - 0"

VERTICAL BRACE

F2 FOOTING MARK99' - 0"

TOP OF FOOTINGELEVATION (REFERPLAN)

C1 COLUMN MARKP2 PIER MARK99' - 0"

TOP OF PIERELEVATION (REFERPLAN)

KNEE BRACING

3' - 0"

SPO

T EL

EVAT

ION

S AR

ER

ELAT

IVE

TO D

ATU

M E

LEVA

TIO

N10

0' -

0"

BEAM SPLICE (LENGTH GIVENFROM COLUMN CENTERLINE TOCENTERLINE OF SPLICE IN FEETAND INCHES

COMPLETE PENETRATIONMOMENT CONNECTION

CONCRETE TOPPINGSLAB

TC

TOP OF COLUMN INDICATOR

1

S101ELEVATION

1

S101

1

S101

PONCE FUESSENG INE ERI NG

Project No. TX REG. # F-12125

Dallas, TX 752193333 Lee Parkway, Suite 475469-310-2850 www.ponce-fuess.com

DATEJOB

SHEET

ISSUES

CORGAN ASSOCIATES, INC.401 N. Houston Street

Dallas, TX 75202T: 214.748.2000 F: 214.653.8281

14246

5/15

/201

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S01-01

GENERAL NOTES

05/11/201514216.0000

S01

-01

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760

14

C O R G A N

G E N E R A L N O T E SSECTION 1 - GENERAL INFORMATION AND DESIGN CRITERIA

SECTION 1.1 - DOCUMENTS

1.1.1 Structural Drawings are not stand-alone documents. They are augmented by technical specifications and must be coordinated with Architectural, Civil and Mechanical/Electrical/Plumbing/HVAC documents.

1.1.2 General Notes and Typical Details apply generally throughout the project wherever conditions similar to those depicted exist and are not necessarily referenced specifically in the documents.

1.1.3 Structural documents are protected by U.S.A. Copyright Laws, and shall not be used for any purpose other than construction of the building described in the Architectural documents and at the geographic location shown. The structural design described in these documents is not valid for any other purpose, use or location.

1.1.4 The Geotechnical Report referenced herein is not part of the Structural Documents, however, a copy should be obtained for reference during installation of foundations and subgrade preparation.

COORDINATION1.1.5 Contractor is responsible for coordinating Structural Documents with other trades and disciplines including; architectural, civil, mechanical, electrical, HVAC and fire protection. Some requirements are not known prior to issue and may change as layout and fabrication drawings are developed. Promptly report deviations and interferences with structural components for resolution by the Engineer.

1.1.6 Verify dimensional location and depth of slab recesses and offsets with Architectural Drawings.

1.1.7 Verify weights, location and details of structurally supported mechanical equipment prior to construction of the supporting structure. Report deviations from assumed conditions to the Engineer prior to fabricating materials.

1.1.8 Verify the location, size and detail of roof openings and curbs for mechanical equipment prior to fabricating materials. Report deviations from assumed conditions to the Engineer before proceeding with work.

1.1.9 Verify location and size of floor and roof penetrations and sleeves for mechanical and electrical components. Openings in beams, girders, columns and slabs are subject to prior approval of the Engineer.

1.1.10 Do not scale plans, details and sections for quantity, length or fit of materials.

REFERENCE ELEVATIONS1.1.11 Heights of floor and roof decks and various framing components are given on the drawings relative to a reference elevation of 100'-0". This reference elevation is equivalent to a Mean Sea Level Elevation at finish floor as noted on the civil drawings.

TEMPORARY BRACING1.1.12 Structural systems are designed for in-place conditions only. Contractor shall provide temporary bracing of structural components for conditions that will exist during construction and to meet all regulatory requirements for safety of workmen.

1.1.13 Temporary frame bracing shall remain until installation of permanent structural bracing elements, member connections and floor or roof diaphragms are complete.

SECTION 1.2 - CODES AND STANDARDS

1.2.1 Building Code of jurisdiction : 2009 IBC with City of Arlington amendments

1.2.2 Structural Concrete Code - American Concrete Institute (ACI) (latest edition)

1.2.3 Structural Steel Code - American Institute of Steel Construction (latest edition)

1.2.4 Structural Masonry Code - American Concrete Institute (ACI) (latest edition)

SPECIAL INSPECTIONS1.2.5 See sheet S01-02 for items of structural construction requiring special inspection accordance with the building code.

1.2.6 See Technical Specifications for other materials testing and inspection requirements.

SECTION 1.3 - DESIGN CRITERIA

1.3.1 Live Loads Typical Ground Floor corridors 100 psf Classrooms 60 psf Stage 100 psf Storage 150 psf Typical Elevated Floor 80 psf (4) Assembly Areas 100 psf Stairs and Exits 100 psf Roof 20 psf 1.3.2 Dead Loads (Superimposed) Typical Ground Floor

Flooring 3 psfFloor Collateral 5 psf (1)

Typical Elevated FloorFlooring 3 psfFloor Collateral 5 psf (1)Ceilings below 3 psfSprinklers below 3 psf

Typical RoofRoof Collateral 5 psf (1)Roof Collateral @ Kitchen 15 psf (1)Roof Sprinklers 3 psf (3)Roofing System & Insulation 12 psf (2)Ceilings 3 psf

Notes: (1) Collateral loads include; lighting, ductwork, miscellaneous framing. (2) Roofing system weight is the maximum unit weight of roofing materials and ballast (where applicable) for which the roof structure is designed. (3) Sprinkler loads are for distribution lines and heads, exclusive of mains, which are included separately as concentrated dead loads. (4) Elevated floor superimposed live load includes

15 psf partition loading.

1.3.3 Wind Loads Base Wind Speed - 3 second gust 90 mph Wind Exposure Classification C Wind Importance Factor 1.15 Positive internal pressure coefficient; GCpi pos = 0.18 Negative internal pressure coefficient; GCpi neg = -0.18 Component and Cladding Pressures - see S01-02 1.3.4 Seismic Design Parameters Site Class C Seismic Design Category A Seismic Importance Factor 1.25 Seismic Use Group III Seismic Spectral Acceleration Ss .111 g S1 .048 g Seismic Design Spectral Accelerations Sds .089 g Sd1 .055 g Response Modification Factor R Area A, Area B, Area C (Except as Noted Below) - Steel System not specifically detailed for Seismic Resistance R=3

Area C Kitchen, Music Room, Gymnasium - Ordinary Reinforced Masonry Shear Walls R=2 Seismic Response Coefficient, Cs Area A, Area B, Area C (Except as Noted Below) - Cs=0.037 Area C Kitchen, Music Room, Gymnasium - Cs=0.056 Base Shear (F=0.01w) Area A Area B (2 Story) Area C

1.3.5 Ground Snow Load (Pg) 5 psf

1.3.6 Concentrated LoadsLocation Load-pounds Area NotesMetal Roof Deck 250 1 sq.ft. (1,2)Roof Joists 250 (3)Roof Opng Support Frames 500 6.25 sq.ft. (1,2)Notes:(1) Concentrated loads apply to any location on supporting structure, separately from (not in addition to) uniform live loads, except as noted otherwise.(2) Applies to each structural component individually.(3) Load applied at any panel point along top or bottom chords.

1.3.7 Mechanical Units - Assumed weights and locations of roof-supported mechanical equipment are indicated on Roof Framing Plan. Notify Engineer of deviations in weight, location or detail prior to fabrication of materials.

1.3.8 Elevator - Design loads for the elevator foundation supports are based on Schindler Model Number 330A Holeless Hydraulic Elevator. If another elevator is selected, G.C. submit to ARCH for review.

SECTION 2 - FOUNDATIONS AND RELATED EARTHWORK

GEOTECHNICAL REPORT2.1 Design of foundations and structural components in contact with soil is based on the recommendations given in the following:

Report by : CMJ Engineering, Inc. Date of Report : March 6, 2015 Report Number : 247-15-10

2.2 Refer to the soil report for subsoil conditions that may be encountered in the installation of foundations, and other information relevant to foundations and site preparation.

SOIL IMPROVEMENT UNDER SOIL SUPPORTED BUILDING SLABS2.3 Design of soil-supported building slabs is based on soil movement of up to 1 inch, based on the recommendations of Geotechnical Report.

2.4 Refer to Specifications for soil stabilization under soil-supported building slabs.

STRAIGHT SHAFT PIERS2.5 Design Criteria: Bearing Stratum : Unweathered Gray Shale & Sandy Shale with Sandstone Seams & Layers Top of Stratum Elevations : EL 60'-0" Temporary Casing : Anticipated Allowable End Bearing : 22,00 psf Allowable Side Friction : 2,600 psf Upheaval Side Friction : 1,800 psf Upheaval Design Depth : 10 ft Negative Side Friction : 1,700 psf

2.6 Pier depths indicated are for bidding purposes only. Actual pier depths may vary depending on depth to bearing stratum.

2.7 Steel dowels at tops of piers shall extend 30 bar diameters above and below top of pier unless noted otherwise (noted as "LAP" on Typical Details).

2.8 Top of pier elevations given are relative to reference elevation 100'-0".

2.9 Overpour at tops of piers ("mushrooms") shall be removed to the required pier diameter.

SECTION 3 - STRUCTURAL CONCRETE

SECTION 3.1 - CONCRETE FORMS

3.1.1 Formed Voids - Provide retained void spaces between bottom of structural members and subgrade as follows:

Grade Beams : 12 inchesStructural Slabs : 12 inches

3.1.2 Grade Beams - shall be formed both sides.

METAL FORM DECK3.1.3 Min. Deck Gauge : 22 (galvanized)

3.1.4 Min. Depth of Ribs : 1.0 inches (nominal)

SECTION 3.2 - STEEL REINFORCING

STEEL REINFORCING3.2.1 All bars shall be deformed in accordance with ASTM A615. Reinforcing indicated to be welded shall conform to ASTM A706.

3.2.2 Strength of bars shall be as follows: All Bars Grade 60

SPLICING OF REINFORCING BARS3.2.3 Top bars in beams, slabs shall be spliced at midspan between supports, unless noted otherwise.

3.2.4 Bottom bars in beams, slabs shall be spliced at supports, unless noted otherwise.

3.2.5 Vertical bars in piers shall not be spliced.

LAPPED SPLICE LENGTHS3.2.6 Lap reinforcing 30 bar diameters at splices unless noted or detailed otherwise.

3.2.7 Temperature bars shall be spliced with Class B tension splice unless noted otherwise.

CONCRETE COVER TO REINFORCING3.2.8 Clearance from face of concrete to face of reinforcing: Piers 3" Formed Grade Beams 1-1/2" top, 2" sides, 3" bottom Slabs over void cartons 3/4" top, 1-1/2" bottom

PLACEMENT OF REINFORCING3.2.9 Offsets in reinforcing bars shall be bent at a ratio of 1 (normal to bar axis) to 6 (parallel to bar axis).

3.2.10 Provide corner bars at intersections of beams and walls in accordance with Typical Details.

3.2.11 Start stirrup spacing in beams 2 inches outside of face of supports.

3.2.12 Place first bar of slab reinforcing parallel to side 2 inches from a free edge or half of required bar spacing from face of edge beam.

3.2.13 Place welded wire reinforcing in slabs poured on metal deck at center of slab unless noted otherwise.

SECTION 3.3 - CONCRETE MIX DESIGNS

3.3.1 Concrete Mix Schedule:a) "HRC" refers to hardrock concrete having air dry unit weight of approximately 145 PCF.b) Where w/c ratio is not indicated in the Concrete Mix Schedule, it shall be as necessary to meet strength requirements.c) Where the w/c ratio is shown, it shall be adhered to regardless of strength requirements.d) "Strength" is required compressive cylinder strength at an age of 28 days.

---------------------------------------------------------Conc. Strength Agg. Agg. Slump MaxClass psi Type Size Inches w/c Notes--------------------------------------------------------- A 3000 HRC 1-1/2" 5-7 --- B 4000 HRC 1" 3-5 --- C 3500 HRC 3/4" 3-5 0.46 D 4000 HRC 3/4" 3-5 0.46

3.3.2 Mix Usage Schedule:--------------------------------------------------------- Concrete AirDescription of Use Class Content---------------------------------------------------------Drilled Piers A ------Grade Beams & Retaining Walls B 3-6%Slab on Metal Form Deck C ------Slab on Composite Metal Deck C ------Housekeeping Pads C ------Structural Slab over Void Cartons D

SECTION 3.4 - CONCRETE SLABS

3.4.1 Slabs on Composite Metal Deck Composite Slab Schedule: Type Overall Slab Type Typ Slab Notes/ Mark T-inches Location WWM Reinf Addnl Top Reinf ---------------------------------------------------------------- CA 6.5 Typ. UNO 6x6-W2.1xW2.1 #4(8-0)@12 over girders CB 4.0 Grand Stair 6x6-W2.1xW2.1 See Sheet S03-10

Notes: "Girders" refers to interior beams oriented parallel to deck. Slab types correspond to deck type (see Composite Metal Deck). Locate Typ Slab Reinf at center of slab above deck. Top Cover for Addnl Top Reinf: 1".

ALTERNATE: In lieu of Typ Slab reinforcing WWM: Macro Fibers STRUX 90/40 @ 4 lbs/cy as manufactured by W.R. Grace & Co. or approved equal. Note that reinforcing over girders and any other additional reinforcing shown on plans is still required with ALTERNATE.

3.4.2 Slabs Placed over Void CartonsSee plans for required locations.

See plans for slab thicknesses and reinforcing.

3.4.3 Housekeeping Pads Pad Thickness: 4.0 inches (minimum) Pad Reinforcing: WWF6x6-W2.1xW2.1

Reinforcing shall be centered in the pad. Refer to mechanical drawings for pad locations and plan dimensions.

3.4.4 Overpour Slabs on Geofoam Location Thickness Reinforcing --------------------------------------------------------- Typical 4 inches #3 @ 18 EW

a) Reinforcement shall be centered in slab, unless detailed otherwise. b) Provide construction joints in slabs where indicated on Plans. Allow minimum of 4 days interval between placing adjacent sections of slab. c) EPS Geofoam Insulation shall be Type EPS15 meeting the requirements of ASTM D6817. Geofoam blocks to be adhered to base slab and to one another with non-solvent based adhesive. Adhesive to provide a minimum shear strength of 5 psf to transfer lateral forces between blocks down to base slab.

SECTION 3.8 - DRILLED IN ANCHORS

3.8.1 Drill holes with rotary impact hammer drills using carbide tipped bits or matched tolerance diamond core bits. Drill bits shall be of diameter as specified by the anchor manufacturer. All holes shall be drilled perpendicular to the concrete or masonry surface.

3.8.2 Embedded items: Identify position of reinforcing steel and other embedded items prior to drilling holes for anchors. Exercise care in drilling to avoid damaging existing reinforcing or embedded items. Notify the Engineer if reinforcing steel or other embedded items are encountered during drilling. Take precautions as necessary to avoid damaging electrical and telecommunications conduit, and gas lines.

3.8.3 Base Material Strength: Unless otherwise specified, do not drill holes in concrete or masonry until concrete, mortar, or grout has achieved full design strength.

TESTING3.8.4 Continuous special inspection is required for all post installed anchors. Remove and replace mis-placed or malfunctioning anchors. Fill empty anchor holes and patch failed anchor locations with high-strength nonshrink, nonmetallic grout. Anchors that fail to meet proof load or installation torque requirements shall be regarded as malfunctioning.

EXPANSION, UNDERCUT, SCREW AND ADHESIVE ANCHORS3.8.5 Concrete base material: provide anchors of size and type shown with ICC-ES compliance required

Expansion Anchors: Hilti Kwik Bolt TZ (ICC-ES ESR-1917), Simpson Strong-Bolt 2 (ICC-ES ESR-3037), Simpson Strong-Bolt (ICC-ES ESR-1771), Powers Power-Stud+SD1 (ICC-ES ESR-2818), Powers Power-Stud+ SD3, SD4, SD6 SS (ICC-ES ESR-3472), Powers Power-Bolt+ (ICC-ES ESR-3260), ITW Red Head Trubolt+ (ICC-ES ESR-2427).

Undercut Anchors: Hilti HDA (ICC-ES ESR-1546), Simpson Torq-Cut (ICC-ES ESR-2705), Powers Atomic+ Undercut (ICC-ES ESR-3067).

Screw Anchors: Hilti Kwik HUS-EZ (ICC-ES ESR-3027), Simpson Titen HD (ICC-ES ESR-2713), Powers Wedge-Bolt+ (ICC-ES ESR-2526), ITW RedHead Tapcon Anchor & Sammy Anchor (ICC-ES ESR-2202).

Adhesive Anchors: Hilti HIT-HY 200 Safe Set System (ICC-ES ESR-3187) for use with Hilti HIT-Z Rod, HAS-E rod and Hollow Drill Bit, Hilti HIT-RE 500-SD (ICC-ES ESR-2322), Hilti HIT HY-200 (ICC-ES ESR 3187) Simpson SET-XP (ICC-ES ESR-2508), Powers AC100+ Gold (ICC-ES ESR-2582), Powers PE1000+ (ICC-ES ESR-2583), Powers Pure 110+ (ICC-ES ESR-1995), ITW RedHead Epcon S7 (IC-ES ESR-2308), ITW RedHead Epcon C6+(ICC-ES ESR-3577), ITW RedHead Epcon G5 (ICC-ES ESR-1137).

Powder Actuated Fasteners - Simpson Powder-Driven Pins (ICC-ES ESR-2138) or Hilti X-U or other Fasteners (ICC-ES ESR-2269, ICC-ES ESR-1663, ICC-ES ESR-1752), ITW Ramset TE Pin, Powder-Driven Pins (ICC-ES ESR-1799).

3.8.6 CMU or Concrete Masonry Unit (CMU) base materials: provide anchors of size and type shown with ICC-ES compliance required

Screw Anchors: Hilti Kwik HUS EZ (ICC-ES ESR-3056), Simpson Titen HD (ICC-ES ESR-1056), Powers Wedge-Bolt+ (ICC-ES ESR-1678), ITW RedHead Tapcon anchors (ICC-ES ESR-1671).

Adhesive Anchors: Hilti HIT-HY 70 (ICC-ES ESR-2682), Simpson SET (ICC-ES ESR-1772), Powers T308+ (ICC-ES ESR-3066), ITW RedHead Epcon A7 (ICC-ES ESR-5560).

3.8.7 Multi-wythe solid brick wall base material: provide anchors of size and type shown with ICC-ES compliance required:

Adhesive Anchors: Hit-HY 70 (ICC-ES ESR-2682)

INSTALLATION3.8.8 Perform anchor installation in accordance with manufacturer's printed installation instructions (MMPII).

3.8.9 Protect threads from damage during anchor installation.

3.8.10 Anchor Manufacturer Installation Training is available at no cost. If contractor has not undergone training, complete training prior to field installation of anchors. ACI Training certification may be required, per Building Official.

IBC 2012 requires an ACI certification for adhesive anchor installers. Installers of adhesive anchors shall hold a current AAI certification as accredited by ACI/CSRI in accordance with ACI 318-11 D.9.2.2.

SECTION 4 - STRUCTURAL MASONRY

GENERAL4.1 Refer to Architectural layout and Drawings and Specifications for details and exact dimensions of brick masonry work including rustications, corbels, coursing, reglets, weep holes, waterproofing and flashing.

4.2 Grout lifts at reinforced masonry walls shall not exceed five feet.

STRUCTURAL PROPERTIES4.3 Required prism strength of structural assembly = 1800 psi

4.4 Required 28-day compressive strength of mortar = 1800 psi

4.5 Required 28-day compressive strength of grout = 2500 psi

REINFORCING4.6 Horizontal joint reinforcing shall be "Truss Type" 9 ga. welded wire spaced 16 inches on center vertically.

4.7 Provide special "L" and "T" shaped sections at wall intersections. Lap horizontal wires at least 12" at splices.

4.8 Horizontal reinforcing in trough tiles shall be lapped 30 bar diameters at splices. Stagger splices in adjacent bars at least 4'-0". See details for reinforcing.

4.9 Provide corner bars at intersections of reinforced trough tiles equal in size and number to horizontal reinforcing lapped 30 bar diameters each way.

4.10 Reinforcing in grouted cells shall be lapped and wire tied at splices. See 7/S04-01 for lap splice schedule.

4.11 Unless shown otherwise on plans or details, reinforcing for CMU walls shall be as follows: ------------------------------------------------------------------ Wall Type Wall Thickness Vert. Reinf. Dowels ------------------------------------------------------------------ Structural CMU 8-inches 1#5@32"o.c. #5(0-10/4-0) Non-structural CMU 6 or 8-inches 1#5@48"o.c. #5(0-10/4-0) Structural CMU 12-inches 2#5@32"o.c. #5(0-10/4-0) Non-structural CMU 12-inches 2#5@48"o.c. #5(0-10/4-0) ------------------------------------------------------------------ Notes: a) Vertical reinforcing is to be in grouted cell. b) Align and lap dowels with vertical wall reinforcing. c) At wall openings, see wall opening reinforcing schedule Sheet S04-01 for reinforcing of jamb and lintel. d) Each vertically grouted cell shall connect to foundation with #5(0-10/4-0) dowels unless noted otherwise. e) CMU walls shown in structural drawings are structural CMU wall. -------------------------------------------------------------------4.12 Exterior masonry walls shown on structural plans shall have interlocking corners at intersections. Interior "T" and "L" wall intersections shall have continuous horizontal reinforcing and bond beam reinforcing through the intersection. See specification for other considerations.

4.13 Masonry bond beams specified on plans or details shall be trough tiles as shown in details. "Knock-out" bond beams are not acceptable except at the base course and where specifically noted.

4.14 All cells below grade or finished floor shall be grouted solid.

4.15 The first cell at corners, ends of walls, and each side of openings shall be grouted and reinforced with 1 #5 vertical for 8-inch CMU wall and 2#5 vertical for 12-inch CMU wall. See typical details for additional information of jamb and lintel reinforcing.

4.16 Install 8" or 12" as applicable deep bond beams at tops of CMU walls - typical U.N.O.

CONTROL JOINTS4.17 CMU wall vertical control joints shall not occur at wall opening, face of CMU lintel support nor within CMU jamb. See specifications for requirements.

4.18 Vertical control joints in CMU: Horizontal Bond Beam reinforcing and grout to be continuous through control joints, typical where bond beams are noted, scheduled, or shown in details.

4.19 Fully grout and reinforcing first cell at each side of control joint. Reinforce CMU cell with 2#5 vertical for 12-inch CMU wall, 1#5 vertical for 8-inch CMU wall.

Submittal4.20 Prior to construction, contractor is to submit CMU reinforcing layout and fabrication drawings for approval. CMU reinforcing layout and fabrication drawings shall contain the following information: a) CMU Wall thickness b) Material properties c) Plans and wall elevations that clearly shown locations of wall reinforcing, wall openings, and dowels to foundation.

4.21 Comply with the Standard Practice of Bracing Masonry Walls Under Construction on walls over 8 feet tall.

SECTION 5 - STRUCTURAL STEEL

SECTION 5.1 - STRUCTURAL FRAME5.1.1 Structural Steel Properties:

High Strength Steel ASTM A992 Grade 50Use High Strength Steel for W Shapes and WT's, u.n.o.

Structural Steel (Normal Strength) ASTM A36Use for Angles, Channels, and Plates, u.n.o.

Steel Pipes ASTM A53, Grade B Hollow Structural Sections (HSS) ASTM A500, Grade B

Erection Bolts ASTM A307High Strength Bolts ASTM A325NAnchor Bolts ASTM F1554 Grade 36High Strength anchor bolts ASTM F1554 Grade 55

WELDING5.1.2 Unless otherwise noted, angles, plates, rods, and miscellaneous framing shall be welded at contact joints and supports. Weld sizes shall conform to AWS D1.1 minimums, except where noted otherwise.

5.1.3 Where fillet weld sizes are not indicated on weld symbols, fillet size shall be 1/16th inch smaller than thickness of thinner of materials being joined.

5.1.4 Complete penetration welds are indicated by notation "CP" on weld symbols, partial penetration by "PP".

STRUCTURAL BOLTS5.1.5 Bolts indicated on details shall be 3/4 inch diameter, unless noted otherwise.

5.1.6 Bolts shall be tightened by the AISC "Snug Tight" method unless noted otherwise.

5.1.7 Edge angles supporting roof deck shall be spliced only over supports.

COMPOSITE STEEL BEAMS5.1.8 Beams shall have shear studs spaced at 2 feet maximum on center, whether shown or not.

5.1.9 Composite steel beams do not require shoring during placement of concrete slab.

SHEAR STUDS5.1.10 Shear studs shall be fusion-welded, headed studs of high strength steel.

5.1.11 Unless noted otherwise, studs shall have a shank diameter of 3/4 inch and extend 1-1/2 inch above the top of the composite deck.

5.1.12 Rated shear connector capacity, for use with metal decks, shall be a minimum of 13.1 kips per connector.

SECTION 5.2 - STEEL JOISTS

5.2.1 Joist Legend:22K6 - SJI K-SERIES JOIST.22KCS - SJI KCS-SERIES JOIST.24LH8 - SJI LH-SERIES JOIST.

* Provide special design for specified loadings (gravity loads, special concentrated loads, uplift loads, etc.):

(1) As described in general notes below.(2) As noted on details.(3) As indicated in notes on framing plans.

5.2.2 Unless noted or detailed otherwise, typical seat depths shall be a minimum:

K or KCS Series = 2-1/2 inchesLH or DLH Series = 5 inches

5.2.3 Extend and connect bottom chord members of joists framing to columns unless detailed otherwise. Do not weld bottom chord connections to columns until weight of roof structure are in place, including roofing.

5.2.4 Weld connections of joists to supporting steel In accordance with SJI minimum requirements, unless noted or detailed otherwise.

5.2.5 Joists shall be designed for concentrated dead or live load in addition to required uniform dead and live Loads, as follows:

Joists: 250 lb. placed at any panel point.

5.2.6 Design k-series joist seats for a minimum rollover capacity of 1,000 LB, unless a greater capacity is detailed.

5.2.7 See Plan Notes for joist uplift requirements.

SECTION 5.3 - COMPOSITE METAL DECK

5.3.1 Contractor shall provide composite metal decking to meet the following criteria:

1. Decking alone shall be capable of supporting the wet weight of concrete plus construction loads without requiring intermediate shoring for all span conditions on the project, unless noted otherwise.2. Composite slab and deck system shall be capable of supporting design loads indicated on the drawings for all span conditions on the project.

Deck thickness, indicated by gauge in Composite Steel Deck Schedule,is a minimum and shall be increased as necessary to meet theserequirements, at no additional cost to the Contract.

5.3.2 Composite Steel Deck Schedule:Type Deck Minimum Minimum MinimumMark Height Gauge Ix-in4 Sx-in3--------------------------------------------------------- CA 3.0" 20 .993 .583

(Deck Type CA applies throughout)

5.3.3 Composite floor system minimum load capacity requirements:Type Superimposed ConcentratedMark Uniform Load (psf) Load (lbs) *---------------------------------------------------------

CA 150 psf 3000 lbs

* Concentrated load acting on area 2.5 ft x 2.5 ft; not acting simultaneously with uniform load.

5.3.4 Required shear connector efficiency of deck profile (wr/hr)=3 where:wr = average width of concrete rib, inches.hr = nominal rib height, inches.

5.3.5 Shear studs shall be 3/4" diameter typical.

SECTION 5.4 - METAL ROOF DECK

5.4.1 Metal Deck Schedule: SDI Deck Sheet Min. Min. Min.Deck Deck Deck Depth Width Ix Sx(top) Sx(bot)Mark Gauge Type (In.) (In.) (In.4) (In.3) (In.3) Finish----------------------------------------------------------------- A 22 WR 1.5 36 0.169 0.186 0.192 Galv. B 20 WR 1.5 36 0.212 0.234 0.247 Galv. C 20 N 3.0 24 0.964 0.501 0.552 Galv.

Notes:1. See plan for locations of deck mark A,B, and C or see note 4 below.2. See plan for locations where acoustic metal deck is required.3. SDI Deck Type NA indicates acoustical deck with inert glass fiber sound absorbing batts. At locations where NA deck is installed but not exposed (i.e. ceiling installed), the sound absorbing batts may be omitted.

5.4.2 Metal Deck Connection Schedule: Conn. @ Conn. @ Sidelap Req'd Shear NotesInst. Supports Parallel Conn. CapacityMark (W/N) Edges (In.) No./Span (PLF)-------------------------------------------------------------- I 36/4 12 5 410 1,2,4 II 36/7 6 7 610 1,2,4 III 24/4 8 10 360 1,3,4

Notes: 1. See note 5.4.6 for additional connections at perimeter. 2. Listed shear capacity is based on a maximum support spacing of 6 feet on center. 3. Listed shear capacity is based on a maximum support spacing of 12 feet on center. 4. Provide connection mark I at deck type A,UNO. Provide connection mark III at deck type B and C, UNO. See overall plan sheets for

other deck connection marks.

5.4.3 Support and parallel edge connections shall be 5/8-inch diameter puddle welds. Sidelap connections shall be no. 10 hex head screws, unless noted otherwise

5.4.4 W/N = sheet width/no. connections each sheet.

5.4.5 In addition to the deck connections indicated in the connection schedule, the deck shall be connected at each flute at each support within the first 12 feet from the building perimeter.

5.4.6 An alternate steel deck attachment method designed and detailed by the contractor is feasible pending design team approval. Contractor shall submit plan and calculations for review prior to beginning work. A sample manufacturer is Hilti, with powder-actuated fasteners (ESR-2776) or racing-tip screws in lieu of puddle welds for frame attachments and Hilti SLC (ESR-2776) for sidelap attachments.

5.4.7 Basis of roof deck design is Nucor (Vulcraft) products. Contractor may select deck products by any approved manufacturer that meets the design requirements indicated in the drawings and specifications.

SECTION 5.5 - EXPOSED STRUCTURAL STEEL FRAMING

5.5.1 Fabricator and Erector shall plan and execute all operations in such a manner that the close fit and neat appearance of the structure will not be impaired.

5.5.2 Erection marks or other painted marks shall not be made on surfaces exposed to view. Stamped or raised manufacturer marks shall not be filled, ground or otherwise removed.

5.5.3 All welds exposed to view shall be visually acceptable if they meet the requirements of AWS D1.1. Clean welds thoroughly. Groove and plug welds shall project no more than 1/16-inch above surface. Tack welds shall be ground smooth and holes shall be filled and ground smooth.

5.5.4 All exposed members shall be galvanized. Refer to Architectural for additional paint and finish requirements.

1

1

1

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REVISIONS1 05/15/2015 ADDENDUM NO. 1

A1 A2 A6 A7 A11 A12

AA AA

AC AC

AE AE

AH AH

A6.1 A6.9

BA BA

AK AK

BB BB

BD BD

BF BF

B1 B2 B9 B14 B15

BL BL

B4

CA

CF

C2

18' - 10 1/4" 95' - 8" 35' - 0" 95' - 8" 18' - 10 1/4"

11 7/8" 32' - 11 1/4" 1' - 0 7/8"

81' -

10"

50' -

10"

2' -

2"81

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"2'

- 2"

63' -

4"

19' -

10"

54' -

10"

1' -

4"88

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"

17' -

0"

27' -

9 3

/4"

37' -

0 1

/4"

15' -

5"

28' -

3"

37' -

8"

18' - 10 1/4" 226' - 4" 18' - 10 1/4"

81' -

10"

50' -

10"

2' -

2"81

' - 4

"2'

- 2"

63' -

4"

17' -

0"

27' -

9 3

/4"

37' -

0 1

/4"

96' - 7 7/8" 32' - 11 1/4" 96' - 8 7/8"

44' - 0" 84' - 8" 97' - 8"

15' -

5"

28' -

3"

37' -

8"

18' -

4"

67' -

4"

24' -

8"

52' -

8"

42' - 0" 9' - 4" 77' - 4" 78' - 8"

152' - 2" 1' - 2" 56' - 0"

4' - 9" 84' - 8" 62' - 9" 1' - 2"

MATCHLINE 01/ S02-01A

MATCHLINE 01/ S02-01B

MATCHLINE 01/ S02-01A



MATCHLINE 01/ S02-01C



C9

A1

S06-

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A2

S06-01

A3

S06-01

A4

S06-

01

A5

S06-

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A6

S06-01

B1

S06-

01

B4

S06-01

B5

S06-

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B6

S06-

01

CD.7 CD.7

CB.2 CB.2

CF.5 CF.5

C5

S06-

01

C4

S06-

01

C1

S06-01

C3

S06-

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C2

S06-01

BF.1 BF.1B7

S06-01

2

S04-10

1

S04-10

3

S04-

10

4

S04-

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5

S04-

10

6

S04-

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8

S04-10

10

S04-10

9

S04-

10

11

S04-10

B2

S06-01

B3

S06-01

11 1/8"

10

S03-05

EQ13

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"13

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"13

' - 6

"13

' - 6

"EQ

97' - 9"P1

97' - 9"P1

97' - 9"P1

97' - 9"P1

97' - 9"P1

A

B

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DATEJOB

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Dallas, TX 75202T: 214.748.2000 F: 214.653.8281

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01 OVERALL FOUNDATION PLANNORTH

1


A1 A2 A3 A4 A5 A6 A7 A8 A9 A10 A11 A12

AA AA

AC AC

AD AD

AF AF

AE AE

AB AB

AH AH

AG AG

18' - 10 1/4" 23' - 0" 24' - 10" 24' - 10" 23' - 0" 35' - 0" 23' - 0" 24' - 10" 24' - 10" 23' - 0" 18' - 10 1/4"

1' -

6"36

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"9'

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17' -

10

1/2"

17' -

10

1/2"

25' -

5"

25' -

5"

2' -

2"

17' -

0"

27' -

9 3

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1' -

3 1/

4"32

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0"2'

- 11

"1'

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7' -

4"29

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"8'

- 4

3/4"

1' -

4"

1' -

6"36

' - 5

"9'

- 8"

35' -

9"

25' -

5"

25' -

5"

2' -

2"

17' -

0"

27' -

9 3

/4"

1' -

3 1/

4"32

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0"2'

- 11

"1'

- 6"

7' -

4"29

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"8'

- 4

3/4"

1' -

4"

A6.1 A6.9

11 7/8" 32' - 11 1/4" 1' - 0 7/8"

BABA

AKAK

1' -

6"

1' -

0"19

' - 5

"

1' -

0"19

' - 5

"

1' -

6"

B1 B2 B3 B5 B6 B7 B9 B11 B12 B13 B14 B15

18' - 10 1/4" 26' - 8 3/4" 28' - 0" 22' - 2" 18' - 2" 33' - 7 1/4" 14' - 10 1/2" 27' - 10" 27' - 8 1/2" 27' - 3" 18' - 10 1/4"

AJAJ

MATCHLINE 01/ S02-01B MATCHLINE 01/ S02-01B

11 1/8"

A6.3

A1

S06-

01

A2

S06-01

A3

S06-01

A4

S06-

01

A5

S06-

01

A6

S06-01

AF.5 AF.5

C9 C1 C1 C1 C4 C11 C1 C1 C1 C9

C1 C1

C9

C1

C1

C2

C2

C1

C1C3

C2

C2

C1

C3

C13

C2C11

C10

C11

C3

C4C4

C2

C7C7

C1

C2

C9C2C2C2C2C2C2C2C2C9

C3

C1

C3C1

C1

C1

C1

C9 C2

C2

C2

C2

C13

C2

C1C1

18' -

2 1

/2"

18' -

2 1

/2"

17' -

10

1/2"

17' -

10

1/2"

17' - 6" 17' - 6"

96' - 4"P4

96' - 4"P2

96' - 4"P2

96' - 4"P2

96' - 4"P4

96' - 4"P2

96' - 4"P2

96' - 4"P2

96' - 4"P2

96' - 4"P4

96' - 4"P2

96' - 4"P2

96' - 4"P2

96' - 4"P3

96' - 4"P2

96' - 4"P2

96' - 4"P2

96' - 4"P2

96' - 4"P2

96' - 4"P5

96' - 4"P2

96' - 4"P2

96' - 4"P5

96' - 4"P2

96' - 4"P2

96' - 4"P2

96' - 4"P2

96' - 4"P2

96' - 4"P3

96' - 4"P2

96' - 4"P2

96' - 4"P2

97' - 0"P4

97' - 0"P3

97' - 0"P3

97' - 0"P3

97' - 0"P3

97' - 0"P3

97' - 0"P4

97' - 0"P4

97' - 0"P4

97' - 0"P4

97' - 0"P3

97' - 0"P4

97' - 0"P3

97' - 0"P3

97' - 0"P3

97' - 0"P3

97' - 0"P3

97' - 0"P4

96' - 4"P1

96' - 4"P1

97' - 0"P1

97' - 0"P1

97' - 0"P1

97' - 0"P1

97' - 0"P1

97' - 0"P1

97' - 0"P1

97' - 0"P1

97' - 0"P1

97' - 0"P1

97' - 0"P1

97' - 0"P1

97' - 0"P1

97' - 0"P1

97' - 0"P1

97' - 0"P1

97' - 0"P1

97' - 0"P1

97' - 0"P1

97' - 0"P1

97' - 0"P1

96' - 4"P4

96' - 4"P3

96' - 4"P2

96' - 4"P2

96' - 4"P2

96' - 4"P2

96' - 4"P3

96' - 4"P4

2" E

.J.

96' - 4"P2

96' - 4"P2

96' - 4"P2

96' - 4"P2

96' - 4"P2

97' - 0"P1

A6.5

96' - 4"P2C1

HSS6x6x5/16VERT.SEE 13/S05-03


HSS6x6x5/16 VERT.SEE 14/S05-03

HSS6x6x5/16 VERT.SEE 14/S05-03 OP.HD.

7 5/

8"

7 5/8" 7 5/8"

1' -

6"10

' - 1

0 1/

2"18

' - 2

1/2

"19

' - 5

"14

' - 0

"12

' - 0

"16

' - 1

1"17

' - 0

"16

' - 1

1"

1' - 6"

11 3/4" 1' - 0 1/4"

1' - 6" 1' - 6"

1' - 6"

1' - 6"1' - 6"

1' -

1"

1' - 6"

1' -

6"

1' - 6"

1' -

6"

1' -

1"

1' - 6"1' - 6"

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

1' - 6" 1' - 6"

96' - 4"P2

96' - 4"P2

COL & PIER4" TO C.L.


3' -

10"

3' -

10"

9

S03-04

B1 B2 B2 B3

B1 B3

B1 B2 B2 B3

B5 B6 B6 B7B4

B8 B9 B6 B6 B6 B10B4

B15B11

B12 B12 B12 B12 B13 B14 B12 B12 B12 B12

B1

B16 B15

B18 B19

B12 B12 B11 B12 B17B12

B5 B20 B6 B10 B5 B20 B6 B10

B18 B19

B18 B19

B22 B23

B18 B19

B18 B19

B21

B1 B3

B21 B21

B1 B3

B21

B3

B36 B2 B2 B2 B2 B2 B2 B37 B38 B39

B3

B24

B27

B26

B25

B2

B1

B34

B15

B33

B32

B2

B31

B30

B35

B13

B13

B33

B32

B2

B31

B30

B27

B26 B

3

B25

B24

B2

B1

AF.1 AF.1

3' -

4"29

' - 6

"

3' -

4"29

' - 6

"

B28

B29

B28

B29

10' -

0"

4' - 0" 11 3/4"

97' - 0"P1

6"

3/4"

5' -

0"8

S03-04

10' -

0"

4' - 0"

97' - 0"P1

6"

3/4"

8

S03-045' -

0"

10' -

0" 97' - 0"

P1

6"

5' -

0"

4' - 0" 10' -

0"

97' - 0"P1

6"

5' -

0"

4' - 0"

17

S03-04

17

S03-04

1

S03-04

1

S03-04

1

S03-04

1

S03-04

SIM

1

S03-04

1

S03-04

1

S03-04SIM

1

S03-04

1

S03-04

1

S03-04

1

S03-04

3

S03-04

3

S03-04

2

S03-04

2

S03-04

3

S03-04

2

S03-04

2

S03-04

1

S03-04

1

S03-043

S03-05

TYP @WINDOWS

3

S03-05

TYP @WINDOWS

10

S03-04

18

S03-04

3

S03-05 TYP @WINDOWS

3

S03-05 TYP @WINDOWS

18

S03-04

10

S03-04

15

S03-04

18

S03-04 18

S03-04

23

S03-0423

S03-04

OP HD

23

S03-04

23

S03-04

OP HD

10

S03-04

10

S03-04

15

S03-04

15

S03-04

22

S03-04

3

S03-05

TYP @WINDOWS

3

S03-05

TYP @WINDOWS

3

S03-05

TYP @WINDOWS

3

S03-05

TYP @WINDOWS

TOC 100' - 0"

.

#4(18-6) @ 24" O.C.ADD. BOT.

#4(20-0) @ 24" O.C.ADD. TOP

10' -

0"

10' -

0"

#4(20-6) @ 24" O.C.ADD. BOT

.

.

#4(18-6) @ 24" O.C.ADD. BOT.

#4(20-0) @ 24" O.C.ADD. TOP

10' -

0"

10' -

0"

#4(20-6)@ 24" O.C.ADD. BOT

.

#4(20-0) @ 24" O.C.ADD. TOP

10' -

0"

10' -

0"

.

#4(19-6)@ 24" O.C.ADD. BOT.

.

.

#4(20-0)@ 24" O.C.ADD. TOP

#4(19-6)@ 24" O.C.ADD. BOT.

.

.

10' -

0"

10' -

0"

8" SLAB OVER12" VOID FORMSEE 12/S3-02(TYP. U.N.O.)


1' -

8"

1' - 0 1/4" 11 3/4"

1' -

8"

15

S03-04

FOUNDATION PLAN NOTES------------------------------------------------1. FINISH FLOOR ELEVATION IS 100-0 (RELATIVE TO DATUM 100-0)

2. TOP OF SLAB IS AT FINISH FLOOR ELEVATION UNLESS INDICATED OTHERWISE

3. TOP OF PIER ELEVATION RELATIVE TO DATUM 100-0 IS SHOWN ON PLAN.

4. SHEET INDEX: GENERAL NOTES S01-01 TYP. CONCRETE DETAILS S03-01 TYP. BEAM & SLAB REINF S03-02

DETAILS CONCRETE BEAM SCHEDULE S03-03 TYP. MASONRY DETAILS S04-01 TYP. STEEL DETAILS S05-01, S05-02, S05-03 PIER SCHEDULE S03-01 CMU WALL REINF SCHEDULE S04-01 STEEL COLUMN SCHEDULE S05-01

A

B

C




DATEJOB

SHEET

ISSUES


Dallas, TX 75202T: 214.748.2000 F: 214.653.8281

14246

5/15

/201

5 3:

29:5

7 P

M

S02-01A

FOUNDATIONPLAN - AREA A

05/11/201514216.0000

S02

-01A

FO

UN

DA

TIO

N P

LAN

- A

RE

A A


EX

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IOR

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NO

RT

H F

IELD

SIT

E: 7

01E

AS

T A

RB

RO

OK

BO

ULE

VA

RD

, AR

LIN

GT

ON

, TX

760

14

C O R G A N

1/8" = 1'-0"

01 FOUNDATION PLAN - AREA ANORTH

1

1

1

1

1


2' -

2"35

' - 3

"9'

- 8"

36' -

5"

2' -

2"15

' - 1

0"15

' - 1

0"16

' - 1

1 1/

8"14

' - 8

7/8

"

2' -

2"35

' - 3

"9'

- 8"

18' -

2 1

/2"

18' -

2 1

/2"

2' -

2"15

' - 9

"32

' - 1

0 1/

8"14

' - 8

7/8

"

A6.1 A6.9

BABA

AK

BB BB

BC BC

BD BD

BE BE

BF BF

1' -

6"15

' - 5

"28

' - 3

"1'

- 3"

18' -

2 1

/2"

18' -

2 1

/2"

1' -

6"

19' -

10"

8' -

5"1'

- 2"

1' -

6"15

' - 5

"28

' - 3

"

1' -

3"

9"19

' - 1

0"8'

- 5"

1' -

2"

B1 B2 B3 B5 B6 B7 B9 B11 B12 B13 B14 B15

18' - 10 1/4" 26' - 8 3/4" 28' - 0" 22' - 2" 18' - 2" 33' - 7 1/4" 14' - 10 1/2" 27' - 10" 27' - 8 1/2" 27' - 3" 18' - 10 1/4"

BL BL

B4 B8

BG

32' - 10 3/4" 18' - 10 3/4"

8 3/4"

10 3/8"

CA

19' -

10"

C1 C2 C3 C4 C5 C6 C7 C1015' - 1" 28' - 8 1/2" 27' - 1 1/2" 12' - 5" 23' - 1" 22' - 3" 18' - 4 3/8" 20' - 2 5/8" 26' - 6 1/8" 30' - 7 7/8"

1' - 2" 4' - 9" 9' - 6 1/2" 17' - 8" 15' - 2 1/2" 1' - 11"

MATCHLINE 01/ S02-01A MATCHLINE 01/ S02-01A


B5.2

BK BK

BH

BF.8

18' -

0"

14' - 2 3/4" 37' - 6 3/4" 32' - 10 1/2"

11 1/8"

27' - 10"

C9

A6.3

BF.9

B3.3 B13.1B6.2

A6

S06-01

B1

S06-

01

B4

S06-01

B5

S06-

01

B6

S06-

01

B8.5

C8

C1

S06-01

BE.5 BE.5

C7C7

C1

C9C2C2C2C2C2C2C2C2C9

C1C1

C1

C9

C2

C3

C10

C4

C13 C13

C2 C2

C13

C3

C10

C2

C2

C4

C14

C1 C1

C1

C1

C9C3

C10

C1

C1C2C2C2C10

C8

C8

C8C1

C5C5 C5 C6

C1 C1

C12 C6C12C6

C1

C1

C1C1

C1C1

C1

C1

C1

C1 C1

C1 C2

C1C1C1C1C1

C1

17' -

7 1

/2"

17' -

7 1

/2"

23' - 9 1/4" 23' - 9 1/4" 23' - 9 1/4" 23' - 9 1/4" 16' - 9 5/8" 16' - 9 5/8" 24' - 5 1/2" 24' - 5 1/2" 24' - 5 1/2"

16' - 5 1/4" 16' - 5 1/4"

8' -

4"

6"2'

- 2"

12' - 3 1/2" 6' - 11" 1' - 0 1/2"

96' - 4"P4

96' - 4"P3

96' - 4"P2

96' - 4"P2

96' - 4"P2

96' - 4"P2

96' - 4"P3

96' - 4"P4

96' - 4"P2 96' - 4"

P2

96' - 4"P3

96' - 4"P2

96' - 4"P2

96' - 4"P2

96' - 4"P3

96' - 4"P2

96' - 4"P2

96' - 4"P4

96' - 4"P3

96' - 4"P2

96' - 4"P2

96' - 4"P3

96' - 4"P2

96' - 4"P2

96' - 4"P2

97' - 0"P4

97' - 0"P3

97' - 0"P4

97' - 0"P4

97' - 0"P3

97' - 0"P3

97' - 0"P4

97' - 0"P4

97' - 0"P3

97' - 0"P3

97' - 0"P4

97' - 0"P3

97' - 0"P3

97' - 0"P3

97' - 0"P4

97' - 0"P3

97' - 0"P4

97' - 0"P4

96' - 4"P2

96' - 4"P2

96' - 4"P2

97' - 0"P2

97' - 0"P2

97' - 0"P2

97' - 0"P2

97' - 0"P2

97' - 0"P2

97' - 0"P2

97' - 0"P2

97' - 0"P2

97' - 0"P2

96' - 4"P2

97' - 0"P2

96' - 4"P2

96' - 4"P2

96' - 4"P2

96' - 4"P2

94' - 0"P1

94' - 0"P1

94' - 0"P1

97' - 0"P1

97' - 0"P1

97' - 0"P1

97' - 0"P1

97' - 0"P1

97' - 0"P1

97' - 0"P1

97' - 0"P1

97' - 0"P1

97' - 0"P1

97' - 0"P1

97' - 0"P1

97' - 0"P1

97' - 0"P1

97' - 0"P1

97' - 0"P1

97' - 0"P1

97' - 0"P1

97' - 0"P1

97' - 0"P1

97' - 0"P1

97' - 0"P1

6"

6"

2' - 2 7/8"

96' - 4"P2

96' - 4"P2

96' - 4"P2

2" E

.J.

96' - 4"P2

96' - 4"P2

96' - 4"P2

96' - 4"P2

96' - 4"P2

97' - 0"P1

96' - 4"P2 96' - 4"

P497' - 0"P4

97' - 0"P2

96' - 4"P2

96' - 4"P2

96' - 4"P2

96' - 4"P2 96' - 4"

P296' - 4"P2

96' - 4"P2

02

S03-10

03

S03-10

2' -

2"3'

- 10

"12

' - 0

"

BF.1 BF.1

B8.6

B7

S06-01

C1 C1 C1 C1 C13 C12



10

S04-10

1' - 6"

11 3/4" 1' - 0 1/4"

1' - 6"

1' - 6"

9"5'

- 0"

1' -

8"2'

- 4"

4' - 7 1/2"

1' -

4"1'

- 4"

8' -

7"9'

- 11

"

3' - 3 1/2"

1' -

6"

1' -

6"

1' - 6"

30' - 8" 24' - 3 1/2" 1' - 6"

96' - 4"P2

96' - 4"P2

HSS8 x 6 x 1/4

HSS8 x 6 x 1/4HSS8 x 6 x 1/4

3' - 10 1/8"



3' -

10"

3' -

10"

9

S03-04

96' - 4"P2

97' - 0"P2

97' - 0"P2

97' - 0"P2 94' - 0"

P296' - 4"P2

9' -

2 1/

2"6'

- 8

1/2"

11' - 8 7/8" 5' - 6 1/2" EQ EQ

2' - 0"

1' - 6"

1' -

6"

2" E

.J.6"

13

S03-04

13

S03-04

14

S03-04

96' - 4"P1

99' - 0"P2

99' - 0"P2

B22 B23

B36 B2 B2 B2 B2 B2 B2 B37 B38 B39

B40 B6 B6 B41 B8 B42 B6 B6 B43 B44

B11

B45 B45 B12 B12 B46 B12 B47 B48 B12

B15

B49

B50 B12 B12 B12 B12 B12 B12 B47 B48 B51

B52

B40 B6 B6 B41 B8 B42 B6 B6 B43 B44

B36 B2 B2 B2 B2 B2 B2 B37 B38 B39

B4 B4

B55 B56 B56 B57B58

B59B60 B61 B12 B15

B11 B12 B12 B15B12

B11 B12 B12 B15B12

B11 B12 B62 B63 B64

B67B68 B69 B12 B70

B71 B2 B2 B72 B73 B74

B30

B30

B3

B24

B27

B26

B25

B2

B1

B54

B53

B27

B26

B25

B2

B1

B3

B24

B66

B65

B2

B2

B2

B1

B19

6B

197

B19

8B

199

B20

0B

201

B1

B2

B2

B65

B66

BB.9 BB.9

B2

S06-01

B3

S06-01

33' -

3"

2' -

0"

33' -

3"

2' -

0"

96' - 4"P1

9"

97' - 0"P1

6"

4' - 0"97' - 0"P1

6"

4' - 0"

17

S03-04

17

S03-04

10' -

0"

4' - 0"

97' - 0"P1

6"

5' -

0"8

S03-04

10' -

0"

4' - 0"

97' - 0"P1

6"

8

S03-045' -

0"

1" 1"

4' - 5"

97' - 0"P1

6"8

S03-04 SIM

8

S03-04SIM

97' - 0"P1

1

S03-04

1

S03-04SIM

1

S03-04

1

S03-04

1

S03-04

SIM

1

S03-04

1

S03-04

1

S03-04

1

S03-04

2

S03-04

2

S03-04

2

S03-04

2

S03-04

2

S03-04

2

S03-04

3

S03-04

3

S03-04

01

S03-12

10

S03-0418

S03-04

3

S03-05TYP @WINDOWS

3

S03-05TYP @WINDOWS

18

S03-04

10

S03-04

15

S03-04

15

S03-04

3

S03-05TYP @WINDOWS

3

S03-05TYP @WINDOWS

24

S03-04

TOC 100' - 0"

TOC 100' - 0"

W2

11

S03-051

S03-0424

S03-042

S03-04

.

#4(19-0) @ 24" O.C.ADD. BOT

#4(20-0) @ 24" O.C.ADD. TOP

10' -

0"

10' -

0".

#4(21-0)@ 24" O.C.ADD. BOT.


.

#4(21-0)@ 24" O.C.ADD. BOT

#4(19-6) @ 24" O.C.ADD. BOT

#4(20-0) @ 24" O.C.ADD. TOP

10' -

0"

10' -

0"

.


5

S03-04

01

S03-10

23

S03-01

24

S03-01

19' - 4 5/8" 12' - 7 1/2"

B28

B29

B28

B29

1' - 0 1/4" 11 3/4"

1' -

8"

1' -

8"

ELEVATORRAIL SUPPORTPER 11/S05-02

97' - 0"P1

B12B

2

B89

B89

B89

B89

7' - 6"

DROP INBOTTOMOF BEAM

SEE 6/S03-04






A

B

C




DATEJOB

SHEET

ISSUES


Dallas, TX 75202T: 214.748.2000 F: 214.653.8281

14246

5/15

/201

5 3:

31:2

1 P

M

S02-01B

FOUNDATIONPLAN - AREA B

05/11/201514216.0000

S02

-01B

FO

UN

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TIO

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LAN

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A B


EX

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01E

AS

T A

RB

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OK

BO

ULE

VA

RD

, AR

LIN

GT

ON

, TX

760

14

C O R G A N

1/8" = 1'-0"

01 FOUNDATION PLAN - AREA BNORTH

1

1

1

1

1

1

1

1

1


B6 B9

BL BL

B4 B8

CA CA

CF CF

CC.6

19' -

10"

28' -

5 1

/2"

26' -

4 1

/2"

22' -

0"

19' -

10

1/2"

23' -

7 1

/2"

24' -

6"

CB

C1 C2 C3 C4 C5 C6 C7 C7.9 C10

CG

CH

CJ

15' - 1" 28' - 8 1/2" 27' - 1 1/2" 12' - 5" 23' - 1" 22' - 3" 18' - 4 3/8" 20' - 2 5/8" 26' - 6 1/8" 30' - 7 7/8"

1' - 2" 4' - 9" 9' - 6 1/2" 17' - 8" 15' - 2 1/2" 1' - 11"

C3.3

C3.3

11' - 5 1/4"

42' - 0" 9' - 4" 77' - 4" 78' - 8"

24' - 6 3/4" 17' - 5 1/4"

18' -

4"

58' -

8"

8' -

8"

29' -

11

1/2"

28' -

8 1

/2"


27' - 10"

C9

CE

CC

CD

CD.7

CB.2

CF.5

C5

S06-

01

B8.5 C8

C4

S06-

01

C1

S06-01

C3

S06-

01

C2

S06-01

C8C1

C5C5 C5 C6

C1 C1

C12 C6C12C6

C1

C6

C6

C6

C1

C5 C6

C6C5

C1 C6

C6

C6

C6

C1

C3

C4

C5 C5 C5 C5

C1

C1

C3

97' - 0"P2

96' - 4"P2

97' - 0"P2

96' - 4"P2

96' - 4"P2

18' -

3 3

/8"

18' -

3 3

/8"

18' -

3 3

/8"

96' - 4"P2 96' - 4"

P497' - 0"P4

97' - 0"P2

96' - 4"P2

96' - 4"P2

96' - 4"P2

96' - 4"P2

96' - 4"P2

96' - 4"P2

96' - 4"P2

96' - 4"P2

96' - 4"P2

96' - 4"P2

96' - 4"P2

96' - 4"P2

97' - 0"P2

97' - 0"P2

97' - 0"P2

97' - 0"P2

97' - 0"P2

97' - 0"P4

97' - 0"P4

97' - 0"P2

97' - 0"P2

97' - 0"P2

96' - 4"P2

97' - 0"P1

97' - 0"P1

97' - 0"P1

97' - 0"P1

97' - 0"P1

97' - 0"P1

97' - 0"P1

97' - 0"P1

97' - 0"P1

97' - 0"P1

97' - 0"P1

97' - 0"P1

97' - 0"P1

96' - 4"P2

96' - 4"P2

96' - 4"P2

96' - 4"P2

96' - 4"P2

96' - 4"P2

96' - 4"P2

96' - 4"P2

96' - 4"P2

96' - 4"P2

96' - 4"P2

96' - 4"P2

96' - 4"P2

96' - 4"P2

96' - 4"P2

96' - 4"P2

96' - 4"P2

96' - 4"P2

96' - 4"P2

96' - 4"P2

96' - 4"P2

96' - 4"P2

96' - 4"P5

96' - 4"P2

96' - 4"P2

96' - 4"P2

96' - 4"P2

96' - 4"P2

96' - 4"P2

96' - 4"P2

96' - 4"P2

96' - 4"P2

96' - 4"P2

96' - 4"P2

96' - 4"P2

96' - 4"P2

96' - 4"P2

96' - 4"P2

96' - 4"P2

96' - 4"P2

96' - 4"P2


97' - 0"P2

97' - 0"P2

97' - 0"P2

16' - 5" 16' - 5" 16' - 5" 16' - 5" 13' - 4" 8"

30' -

0 1

/8"

20' -

8"

14' - 8"

8"

97' - 0"P2

97' - 0"P1

97' - 0"P2

97' - 0"P2

97' - 0"P2

8"14

' - 0

"14

' - 8

1/8

"8"

1 OF 7, 16" DIA.REINF. CONC.COLUMNSSEE 22/S03-01

2

S04-10

1

S04-10

3

S04-

10

4

S04-

10

5

S04-

10

6

S04-

10

8

S04-10

10

S04-10

9

S04-

10

11

S04-10

96' - 4"P2

96' - 4"P2

96' - 4"P1

10"

9"5'

- 0"

1' -

8"2'

- 4"

4' - 7 1/2"

1' -

4"1'

- 4"

8' -

7"9'

- 11

"

3' - 3 1/2"

1' -

6"

1' - 2"1' -

4"

16' - 9"

5' -

9"

4' -

1"

52' -

8"

24' -

8"

1' - 6" 12' - 8"

47' - 9" 30' - 0"

2' - 0 3/8"

8' -

8"

1' -

6"

1' -

6"

38' -

1 3

/8"

18' - 8 5/8" 18' - 8 5/8" 18' - 8 5/8" 1' - 0"

10"

18' -

0"

18' -

0"

18' -

0"

17' -

11"

3 5/

8"

17' -

3"

10" 20' - 2" 20' - 2" 10"

10" 12' - 3 1/2" 18' - 0" 10' - 0 1/2" 11' - 2 1/4"

1' - 0" 18' - 10" 18' - 10" 18' - 10" 18' - 10" 1' - 0"

1' -

0"16

' - 1

0 1/

2"16

' - 1

1"16

' - 1

0 1/

2"1'

- 0"

11"

96' - 4"P1

96' - 4"P1

96' - 4"P1

8' -

2"18

' - 1

0 5/

8"18

' - 1

0 5/

8"18

' - 1

0 5/

8"1'

- 0"

13' - 1" 13' - 1" 15' - 0" 15' - 0" 1' - 0"

1' - 0"

01

S03-11

SEE FORBUILT UPSTAGEFRAMING

HSS8 x 6 x 1/4

HSS8 x 6 x 1/4HSS8 x 6 x 1/4

3' - 10 1/8"

99' - 0"P2

99' - 0"P2

99' - 0"P2

99' - 0"P2

99' - 0"P2

99' - 0"P2

99' - 0"P2

4' -

5"

B11 B12 B62 B63 B64

B67B68 B69 B12 B70

B71 B2 B2 B72 B73 B74

B75 B76 B9 B41 B9 B42 B10

B75 B76 B9 B41 B9 B42 B10

B1B50 B77 B12 B45 B12 B12 B15

B78 B79

B11 B12 B12 B15

B81 B73 B73 B74

B82 B9 B9 B83

B82 B9 B9 B83

B81 B73 B73 B74

B11 B80

B11 B80

B78 B79

B78 B92 B92 B79

B96

B84 B85

B86 B87

B84 B88

B81 B73 B74

B1 B72 B72 B74

B1

B1

B1

B2

B3

B90

B91

B90

B15

B12

B11

B74

B73

B73

B81

B3

B93

B92

B92

B78

B10

B6

B6

B5

B94

B92

B92

B92

B78

B15

B73

B73

B81

B2

B1

B74

B73

B81

B78

B79

B78

B79

B90

B91

B90

B10

B6

B6

B5

B89

B21

B97 B97

B3

B1

B21

CG.4

29' -

4"

12' -

6 1

/2"

C1

97' - 0"P2

9 3/

4"6'

- 6

1/4"

2' -

0"

B11 B80

WP4

A

4' - 5"

97' - 0"P1

6"8

S03-04SIM

8

S03-04SIM

97' - 0"P1

4' - 6" 14' - 4"

97' - 0"P1

2' - 2" 10' - 0"

2' - 2"

97' - 0"P1

4' -

0"

6"

8

S03-04

97' - 0"P1

5' -

0"5'

- 0"

10' -

0"

4' - 0"

6"

97' - 0"P1

5' - 0" 5' - 0"

10' - 0"

4' -

0"

6"

8

S03-04

97' - 0"P1

2' - 8" 10' - 0"

5' - 0"5' - 0"

4' -

0"

6"8

S03-04

SIM 17

S03-04SIM

17

S03-04SIM

TOC 99' - 4"

TOC 100' - 0"

15' - 0"

8"19

' - 1

0 1/

2"

TOC 100' - 0"TOC 100' - 0"

TOC 99' - 10 7/8"TOC 99' - 10 7/8"

96' - 4"P2

96' - 4"P2

96' - 4"P2

W5

W5

W5W5

W1

W1

W1

W1

W4

W4 W4

W3

W2

W1W1

W2

W2

WP4

WP4C

WP4C

WP4

WP4

WP4

WP4

WP4

WP4

WP4WP4WP4WP4WP4

WP4 WP4 WP4 WP4

7

S03-05@ OVERHEADDOOR

10

S04-02

TYP

20

S03-04

20

S03-0420

S03-04

20

S03-04

97' - 0"P2

2

S03-04

11

S03-05

11

S03-05

11

S03-05SIM

SIMSIM

11

S03-05

1

S03-04

24

S03-04

2

S03-04

15

S03-04

15

S03-04

15

S03-04

11

S03-05

11

S03-05

11

S03-0515

S03-05

15

S03-05

3

S03-04

TYP

3

S03-04TYP

2

S03-04

TYP

12

S03-05SIM

12

S03-05

8

S03-05

8

S03-05

8

S03-058

S03-05

8

S03-05

1

S03-04

96' - 4"P1

8"

8"

2

S03-04

2

S03-04

3

S03-04

3

S03-04

2

S03-04

2

S03-04 SIM

SIM

#4(21-0) @24" O.C.ADD. TOP

10' -

6"

10' -

6"

.

#4(24-0) @24" O.C.ADD. TOP

9' -

6"14

' - 6

"

.

.

#4(19-6) @24" O.C.ADD. BOTTOM

.

#4(14-0) @ 24"ADD. TOP.

7' - 0" 7' - 0"

.

#4(23-6) @ 24" O.C.ADD. BOTTOM

7' - 0" 11' - 0"

.

#4(18-0)@ 24" O.C.ADD. TOP


8" SLAB OVER 12"VOID FORMSEE 12/S03-02(TYP. U.N.O.)

16/S03-05

5

S03-04

.

11' - 0" 14' - 6"

#4(25-6) @ 24" O.C.ADD. TOP

16' - 6" 1' - 10 3/8"

SLO

PE

97' - 0"P1

B12

B95

B92

7' - 6"

DROP INBOTTOMOF BEAM






W_INDICATES SCHEDULED CMU WALL TYPE.REFERENCE PLANS AND ELEVATIONS FORWALL PIER LOCATIONS.

A

B

C




DATEJOB

SHEET

ISSUES


Dallas, TX 75202T: 214.748.2000 F: 214.653.8281

14246

5/15

/201

5 3:

31:2

5 P

M

S02-01C

FOUNDATIONPLAN - AREA C

05/11/201514216.0000

S02

-01C

FO

UN

DA

TIO

N P

LAN

- A

RE

A C


EX

IST

ING

WO

RK

MA

N J

UN

IOR

HS

NO

RT

H F

IELD

SIT

E: 7

01E

AS

T A

RB

RO

OK

BO

ULE

VA

RD

, AR

LIN

GT

ON

, TX

760

14

C O R G A N

1/8" = 1'-0"

01 FOUNDATION PLAN - AREA CNORTH

1 1

1

1

UPDATED BEAM MARKS1


A1 A2 A3 A4 A5 A6 A7 A8 A9 A10 A11 A12

AA AA

AC AC

AD AD

AF AF

AE AE

AB AB

AH AH

AG AG

A6.1 A6.9

BA BA

AK AK

B1 B2 B3 B5 B6 B7 B9 B11 B12 B13 B14 B15

AJAJ

18' - 10 1/4" 23' - 0" 24' - 10" 24' - 10" 23' - 0" 35' - 0" 23' - 0" 24' - 10" 24' - 10" 23' - 0" 18' - 10 1/4"

36' -

5"

9' -

8"17

' - 1

0 1/

2"17

' - 1

0 1/

2"

25' -

5"

25' -

5"

2' -

2"17

' - 0

"19

' - 5

"8'

- 4

3/4"

1' -

3 1/

4"32

' - 1

0"2'

- 11

"

7' -

4"29

' - 1

"8'

- 4

3/4"

36' -

5"

9' -

8"17

' - 1

0 1/

2"17

' - 1

0 1/

2"25

' - 5

"25

' - 5

"2'

- 2"

17' -

0"

27' -

9 3

/4"

1' -

3 1/

4"32

' - 1

0"2'

- 11

"

7' -

4"29

' - 1

"8'

- 4

3/4"

11 7/8" 32' - 11 1/4" 1' - 0 7/8"

19' -

5"

19' -

5"

18' - 10 1/4" 26' - 8 3/4" 28' - 0" 22' - 2" 18' - 2" 33' - 7 1/4" 14' - 10 1/2" 27' - 10" 27' - 8 1/2" 27' - 3" 18' - 10 1/4"


A6.3

A1

S06-

01

A2

S06-01

A3

S06-01

A4

S06-

01

A5

S06-

01

A6

S06-01

9' - 8" 7' - 10"

6"

18' -

11

3/4"

6"

11 1/8"

W16

x26

(20)

c=2

"

W16x31 (14) W18x35 (14) W18x35 (14) W16x31 (14) W16x31 (14) W18x35 (14) W18x35 (14) W16x31 (14)

W16x31 (14)

W18x35 (14) W18x35 (14)

W16x31 (14) W16x31 (14)

W18x35 (14) W18x35 (14)

W16x31 (14)

W18

x35

(22)

c=1

1/2

"

W16

x26

(20)

c=2

"

W16

x26

(22)

c=1

1/2

"W

16x2

6 (2

0) c

=2"

W16

x31

(28)

c=1

3/4

"W

16x2

6 (2

0) c

=1 1

/4"

W18

x35

(8,1

0) c

=1"

W24

x62

(20)

W16

x26

(26)

c=2

1/4

"W

21x4

4 (2

4) c

=3/4

"

W16

x26

(26)

c=1

3/4

"W

16x2

6 (2

0) c

=1"

W16

x26

(22)

c=1

1/2

"

W16

x26

(20)

c=2

"

W18

x35

(22)

c=1

1/2

"W

16x2

6 (2

0) c

=2"

W14

x22

(8)

W10

x12

(6)

W18

x35

(6,6

)

W10

x12

(6)

W10

x12

(6)

W10

x12

(6)

W10

x12

(6)

W18

x35

(6,6

)

W10

x12

(6)

W14

x22

(8)

W24x55 (28) c=1"

W24x55 (18) c=1 1/4"

W24x62 (32) c=1 1/2"

W18x35 (20) W18x40 (22) W18x40 (20) W21x44 (22) W18x35 (20) W18x40 (20) W18x40 (22) W18x35 (20)

W18x35 (20) W18x40 (22) W18x40 (20) W18x35 (20) c=3/4" W21x44 (22) W18x40 (20) W18x40 (22) W18x35 (20)

W14

x22

(14)

W14

x22

(14)

W21x50 (20) c=1 1/2"

W14x30 (4,3,4)W14x22 (6)

W14

x22

(14)

W14

x22

(14)

W18x40 (16) W21x44 (16) W16x26 (22) W16x26 (10) W24x55 (18) c=3/4" W16x26 (8) W21x44 (14) W21x44 (16) W21x44 (16)

W16

x26

(20)

c=2

"

W16

x26

(22)

c=2

"

W16

x26

(22)

c=2

"

W16

x26

(20)

c=1

3/4

"

W16

x26

(20)

c=1

3/4

"

W16

x26

(20)

c=2

"

W16

x26

(20)

c=2

"

W16

x31

(18)

c=1

1/2

"W

10x1

2 (6

)

W16

x31

(18)

c=1

1/2

"W

10x1

2 (6

)

W16

x31

(18)

c=1

1/2

"W

10x1

2 (6

)

W16

x31

(18)

c=1

1/2

"

W10

x12

(6)

W16

x26

(18)

c=1

1/2

"W

10x1

2 (6

)

W16

x26

(18)

c=1

1/2

"W

10x1

2 (6

)

W16

x26

(20)

c=1

1/4

"W

10x1

2 (8

)

W16

x26

(20)

c=1

1/4

"

W10

x12

(8)

W16

x26

(20)

c=2

"

W16

x26

(20)

c=2

"

W16

x26

(20)

c=1

3/4

"

W16

x26

(20)

c=1

3/4

"

W16

x26

(22)

c=2

"

W16

x26

(22)

c=2

"

W16

x26

(20)

c=2

"

W16

x26

(20)

c=2

"W

16x3

1 (1

8) c

=1 1

/2"

W10

x12

(6)

W16

x31

(18)

c=1

1/2

"W

10x1

2 (6

)

W16

x31

(18)

c=1

1/2

"W

10x1

2 (6

)

W16

x31

(18)

c=1

1/2

"W

10x1

2 (6

)

W16

x26

(22)

c=1

1/4

"W

10x1

2 (8

)

W16

x26

(22)

c=1

1/4

"

W10

x12

(8)

W16

x26

(18)

c=1

1/2

"W

10x1

2 (6

)

W16

x26

(18)

c=1

1/2

"W

10x1

2 (6

)

W16

x26

(16)

c=3

/4"

W16

x26

(16)

c=3

/4"

W16

x31

(16)

c=3

/4"

W10x12 (3,3)

W8x

10 (

7)W

10x1

2 (6

)

W10

x12

(6)

W10

x12

(6)

W16

x31

(30)

c=1

3/4

"

W18

x35

(38)

c=1

1/4

"

W18

x35

(38)

c=1

1/4

"

W8x

10 (

13)

W10x12 (6)

W14

x22

(14)

c=3

/4"

W14

x22

(14)

c=3

/4"

W14

x22

(14)

c=3

/4"

W14

x22

(14)

W14

x22

(14)

W14

x22

(14)

c=3

/4"

W14

x22

(14)

c=3

/4"

HSS12 x 6 x 3/8

W10

x12

(6)

W12x14 (10)

W10

x12

(6)

HSS12 x 6 x 3/8

HSS

18 x

6 x

3/8

W12x14 (10)

W10

x12

(6)

W10

x12

(6)

W14

x30

(10)

W14

x30

(8)

AF.5 AF.5

W14

x22

(16)

W14

x22

(16)

W14

x22

(16)

W14

x22

(16)

W14

x30

(8)

W14

x30

(10)

W10x12 (6)

W10x12 (6)

W10x12 (6)

W10x12 (6)

A6.5

17' - 6" 17' - 6"

W16

x26

(20)

c=1

"W

16x2

6 (1

6) c

=3/4

"

W16x26 (10) W16x26 (10)

W16

x26

(20)

c=1

1/4

"W

16x2

6 (1

6) c

=1"

1

S05-04

1

S05-04

1

S05-04

1

S05-04

2

S05-04

2

S05-04

1

S05-04

1

S05-04

2

S05-04

2

S05-04 2

S05-04

2

S05-04

14

S05-0414

S05-04

1

S05-04

1

S05-04

3

S05-04

2

S05-04

6

S05-04

6

S05-04

HSS

18 x

6 x

3/8

9

S05-04

9

S05-04

W14x22 (12)W14x22 (12)

HSS8 x 8 x 5/16 (LO)HSS8 x 8 x 5/16 (LO)

10

S05-04

10

S05-04



7 5/

8"

7 5/8" 7 5/8"HSS6x6x5/16 VERT.SEE 19/S05-04


13

S05-04

W8x10 (4)

W8x10 (4)

6"

2' - 6 3/4"

9 1/4"

W8x10 (4)

W8x10 (4)

HSS6x6x1/4ABOVE & BELOWWINDOW

6"7'

- 2

5/8"

6"

6"

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

7' - 10"

HSS8 x 8 x 3/8 (LO) HSS8 x 8 x 3/8 (LO) HSS8 x 8 x 3/8 (LO) HSS8 x 8 x 3/8 (LO)

6 1/2" 6 1/2"

HANGER & BRACESEE 20/S05-04




SEE 13/S05-04FOR COLUMN CONN.

SEE 13/S05-04FOR COLUMN CONN.

17

S05-04

17

S05-04

21

S05-04

HSS

8 x

6 x

5/16

(LO

)

HSS

8 x

6 x

5/16

(LO

)

02

S02-02A

02

S02-02A

OF HSS8x84 3/4" TO END

OF HSS 8x84 3/4" TO END



T.O.S. EL. 109' - 5" T.O.S. EL. 109' - 5"

5 EQ SPA @ 4' - 0" O.C.

2' - 0" 2' - 0"

5 EQ SPA @ 4' - 0" O.C. 5 EQ SPA @ 4' - 0" O.C.

2' - 0" 2' - 0"

5 EQ SPA @ 4' - 0" O.C.

HSS5 x 5 x 3/16 (GALV.) HSS5 x 5 x 3/16 (GALV.)

1 1/2" METALROOF DECK


1' - 6" 1" EJ 1" EJ 1' - 6" 1' - 6" 1" EJ 1" EJ 1' - 6"

6" 2" E

.J.

1' -

6"

6 1/2" 6 1/2"

AF.1 AF.1W10x12 (6) 3'

- 4"

29' -

6"

W10x12 (6)3' -

4"29

' - 6

"

2 #5(8-0)TYP.

6"24

' - 5

"6"

8 1/4"

2' - 6"

6"

6"28

' - 1

1/2

"6"

6"

2' - 6 3/4"

6"

6"24

' - 5

"6"

6"

2' - 9"

6"

6"28

' - 1

1/2

"6"

6"

2' - 6"

6"

.

#5(24-0) @ 18" O.C.

5 #5(24-0)@ 18" O.C.

5 #5(24-0)@ 18" O.C.

5 #5(24-0)@ 18" O.C.

5 #5(24-0)@ 18" O.C.

5 #5(24-0)@ 18" O.C.

5 #5(24-0)@ 18" O.C.

5 #5(30-0)@ 18" O.C.

5 #5(30-0)@ 18" O.C.

5 #5(24-0)@ 18" O.C.

5 #5(24-0)@ 18" O.C.

10" 1' - 2"

10"

10"

1' - 2"10"10"

1' - 2"

10"

10"

10"

10" 1' - 2"

10"

W8x10 (6)

W8x10 (6) W8x10 (4)

W8x10 (4)

10

S05-08 TYP @WINDOWS

10

S05-08 TYP @WINDOWS

10

S05-08TYP @WINDOWS

10

S05-08TYP @WINDOWS

10

S05-08TYP @WINDOWS

10

S05-08TYP @WINDOWS

10

S05-08 TYP @WINDOWS

10

S05-08 TYP @WINDOWS

10"

1' - 2" 1' - 0"

10"

1' - 2" 1' - 0"

8' -

1"6"

1' -

1 3/

4" 6"

6" 8' - 3" 4' - 5" 6"

18' - 10 1/4"

9' -

8"

8' -

4 3/

4"1'

- 3

1/4"

4 EQ SPA @ 4'-0" O.C.

4' -

0"

19

S05-05

10

S05-04

20

S05-05

HSS5 x 3 x 3/16 (GALV)

HSS

5 x

3 x

3/16

(G

ALV)

WT5

x6 (G

ALV)

HSS5 x 5 x 3/16 (GALV)

HSS

5 x

5 x

3/16

(GLA

V)

1"

BRICK CLADDINGSEE ARCHL.


WT @ METAL ROOFDECK TRANSITION


9

S05-04

HSS

8 x

6 x

5/16

(LO

)

HSS8 x 8 x 5/16 (LO)

T.O.S. EL. 109' - 5"

21

S05-05

SECOND LEVEL FLOOR FRAMING PLAN NOTES-----------------------------------------------------1. FINISH FLOOR ELEVATION IS 114-8 (RELATIVE TO DATUM 100-0)

2. TOP OF SLAB IS AT FINISH FLOOR ELEVATION UNLESS INDICATED OTHERWISE.

3. SHEET INDEX: GENERAL NOTES S01-01 TYP. MASONRY DETAILS S04-01 TYP. STEEL DETAILS S05-01, S05-02, S05-03 STEEL COLUMN SCHEDULE S05-01 VERTICAL BRACE ELEVATIONS & DTLS S06-01, S06-02

4. STEEL BEAMS SHALL BE CENTERED ON AND EQUALLY SPACED BETWEEN COLUMN LINES UNLESS OTHERWISE NOTED.

5. TYPICAL FLOOR SLAB IS 3 1/2 CONCRETE OVER 3" COMPOSITE METAL DECK (6 1/2 TOTAL THICKNESS). SEE GENERAL NOTES.

6. NUMBER OF SHEAR STUDS IS NOTED IN PARENETHESES ( ) ADJACENT TO STEEL BEAM SIZES. SEE TYPICAL DETAILS FOR LAYOUT REQUIREMENTS OF STUDS.

7. BEAM CAMBER IS NOTED "c=XXX" ADJACENT TO BEAM SIZES.

8. FRAME COMPOSITE SLAB MEP OPENINGS 12 INCHES OR LARGER AND WHERE SHOWN WITH C6x8.2 BETWEEN SUPPORT BEAMS & L3x3x1/4 BETWEEN C6 @ SIDES UNLESS NOTED OTHERWISE.

9. USE FINISHING AND CURING METHODS TO AID IN MITIGATING SHRINKAGE CRACKING AT ELEVATED SLABS. ENSURE SLAB REINFORCING IS PROPERLY LOCATED AS DETAILED.

A

B

C




DATEJOB

SHEET

ISSUES


Dallas, TX 75202T: 214.748.2000 F: 214.653.8281

14246

5/15

/201

5 3:

31:2

8 P

M

S02-02A

LEVEL 02FRAMING PLAN -AREA A

05/11/201514216.0000

S02

-02A

LEV

EL

02 F

RA

MIN

G P

LAN

- A

RE

A A


EX

IST

ING

WO

RK

MA

N J

UN

IOR

HS

NO

RT

H F

IELD

SIT

E: 7

01E

AS

T A

RB

RO

OK

BO

ULE

VA

RD

, AR

LIN

GT

ON

, TX

760

14

C O R G A N

1/8" = 1'-0"

01 LEVEL 02 FRAMING PLAN - AREA ANORTH

1/4" = 1'-0"

02 TYPICAL CANOPY FRAMING PLAN

1 1

1 11 1 1

1 1 11 1

1 1

1

1 1 1 1

1

11

1

1

1

1

1 1

1

1

1

1

1

1

1

1

1

1 1

1

1

1

1

1


A6.9

BA BA

AK AK

BB BB

BC BC

BD BD

BE BE

BF BF

B1 B2 B3

B3

B5 B6 B7 B9 B11 B12 B13 B14 B15

BL BL

B4 B8

BG

CA

C1 C2 C3 C4 C5 C6 C7 C10

2' -

2"

35' -

3"

9' -

8"36

' - 5

"2'

- 2"

15' -

10"

15' -

10"

16' -

11

1/8"

14' -

8 7

/8"

2' -

2"35

' - 3

"9'

- 8"

36' -

5"

2' -

2"15

' - 9

"32

' - 1

0 1/

8"14

' - 8

7/8

"

15' -

5"

28' -

3"

1' -

3"18

' - 2

1/2

"18

' - 2

1/2

"

19' -

10"

8' -

5"

15' -

5"

28' -

3"

1' -

3"18

' - 2

1/2

"18

' - 2

1/2

"

19' -

10"

8' -

5"

18' - 10 1/4" 26' - 8 3/4" 28' - 0" 22' - 2" 18' - 2" 33' - 7 1/4" 14' - 10 1/2" 27' - 10" 27' - 8 1/2" 27' - 3" 18' - 10 1/4"

19' -

10"

4' - 9"9' - 6 1/2"

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

1' - 11"

MATCHLINE 01/ S02-02A MATCHLINE 01/ S02-02A

B5.2

BK BK

BH

BF.8

18' -

0"

C9

A6.3

BF.9

B3.3 B13.1B6.2

A6

S06-01

B1

S06-

01

B4

S06-01

B5

S06-

01

B6

S06-

01

32' - 8 3/4" 22' - 0" 26' - 8" 13' - 8" 8 3/4" 11' - 3 1/2" 30' - 8" 24' - 3 1/2"

14' - 2 3/4" 37' - 6 3/4" 32' - 10 1/2"

8' - 11 7/8" 7' - 9 7/8" 7' - 9 7/8"

B8.5

C8

C1

S06-01

W14x30 (4,3,4)W14x22 (6)

W18x40 (16) W21x44 (16) W16x26 (22) W16x26 (10) W24x55 (18) c=3/4" W16x26 (8) W21x44 (14) W21x44 (16) W21x44 (16)

W18x40 (14) c=3/4" W21x44 (14) W16x26 (12) (HI) W16x26 (10) (HI) W24x55 (18) c=3/4" W16x26 (8) W21x44 (16) W21x44 (16) W21x44 (14)

W14

x22

(8)

W16

x31

(28)

c=2

1/4

"

W10

x12

(6)

W16

x31

(28)

c=1

3/4

"

W16

x26

(24)

c=2

"

W16

x31

(24)

c=2

"W

10x1

2 (6

)W

16x2

6 (1

8) c

=1 1

/2"

W24

x55

(24)

W10

x12

(6)

W16

x26

(20)

c=1

3/4

"

W16

x31

(22)

c=1

3/4

"W

10x1

2 (6

)W

16x2

6 (1

8) c

=1 3

/4"

W16

x26

(20)

c=1

3/4

"

W16

x31

(20)

c=1

3/4

"W

10x1

2 (6

)W

16x3

1 (2

8) c

=1 3

/4"

W14

x22

(8)

W18x40 (24) c=3/4" W21x44 (24) W21x44 (14) W16x26 (10)

W21x44 (14)

W24x55 (26) c=3/4" W18x40 (22)

W24x55 (24) c=3/4" W18x40 (12) W24x55 (22) W16x26 (10)

W24x55 (18) c=1"W16x26 (10) W21x44 (24) c=3/4"

W24x62 (26)

W18x40 (22)

W18

x35

(18)

c=1

1/4

"

W18

x35

(22)

c=1

1/4

"

W16

x26

(26)

c=2

1/4

"

W16

x26

(26)

c=2

1/4

"

W16

x26

(34)

c=1

3/4

"

W16

x26

(16)

c=1

1/4

"

W16

x26

(26)

c=2

1/4

"

W16

x26

(18)

c=1

3/4

"

W16

x31

(26)

c=2

"W

10x1

2 (6

)

W16

x31

(26)

c=2

"W

10x1

2 (6

)

W16

x26

(20)

c=1

3/4

"

W10

x12

(6)

W16

x26

(20)

c=1

"

W10

x12

(6)

W16

x26

(20)

c=1

1/4

"

W16

x26

(20)

c=1

3/4

"

W16

x31

(20)

c=1

1/2

"

W16

x31

(20)

c=1

3/4

"

W16

x31

(20)

c=1

3/4

"

W10

x12

(6)

W10

x12

(6)

W10

x12

(6)

W10

x12

(6)

W16

x26

(20)

c=2

"

W16

x26

(20)

c=2

"

W16

x26

(18)

c=1

3/4

"

W10

x12

(6)

W10

x12

(6)

W10

x12

(6)

W18

x35

(26)

c=1

1/4

"

W16

x31

(26)

c=2

"

W16

x31

(32)

c=2

"

W10x12 (6)

W8x

10 (

6)

W16

x26

(18)

c=1

3/4

"

W16

x26

(18)

c=3

/4"

W18

x35

(18)

c=1

"

W16

x31

(20)

c=1

1/4

"

W16

x31

(32)

c=1

3/4

"

W16

x26

(28)

c=2

1/4

"

W16

x26

(26)

c=2

1/4

"

W10

x12

(6)

W10

x12

(8)

W10

x12

(8)

W10

x12

(6)

W10

x12

(6)

W10

x12

(6)

W10

x12

(6)

W10

x12

(8)

W16

x26

(20)

c=1

1/4

"

W16

x31

(30)

c=2

1/4

"

W16

x31

(26)

c=2

"

W16

x31

(26)

c=2

"

W16

x31

(28)

c=2

1/4

"

W16

x31

(28)

c=2

1/4

"

W16

x31

(20)

c=1

3/4

"

W18x40 (16)

W16

x26

(8)

(HI)

W12

x16

W14

x22

(8)

W12

x19

(12)

W12

x19

(12)

W12

x14

(8)

W12

x14

(8)

W12x19 (6)

W16

x26

W12

x16

W14

x22

W14

x22

W14

x22

W14

x22

W16x26

W16x26

W16x26W

12x1

4W

12x1

4

W16x26

W16x26

W16x26

HSS8 x 8 x 5/16

BE.5 BE.5

W14

x30

(8)

W14

x30

(10)

W14

x22

(10)

W14

x22

(10)

W14

x22

(10)

W14

x22

(10)

W14

x30

(10)

W14

x30

(8)

12K3SP

12K312K1

12K1 12K3

12K1SP

W16

x26

(20)

c=1

1/2

"

HSS12 x 6 x 3/8

HSS

18 x

6 x

3/8

W12x19 (10)

W14

x22

(8)

W10

x12

(6)

W10

x12

(6)

HSS12 x 6 x 3/8

W10

x12

(6)

W10

x12

(6)

W12x19 (10)

W10x12 (6)

W10x12 (6)

W10x12 (6)

W10x12 (6)

02

S03-10

03

S03-10

BF.1 BF.1

B8.6

B7

S06-01

W12x16 W12x16 W12x16 W14x22 (12) W14x22 (8)

W16

x26

(18)

c=1

"

W16

x26

(18)

c=1

1/4

"

W16

x26

(18)

c=1

1/4

"

W8x10 (4)

W16

x26

(18)

c=1

"

W16

x26

(22)

c=2

"

W16

x31

(20)

c=1

1/2

"

1

S05-04

1

S05-04

1

S05-04

1

S05-04

3

S05-04

2

S05-04

2

S05-04

2

S05-04

2

S05-04

14

S05-0414

S05-04

TOS 112' - 9"

TOS 112' - 9"TOS 113' - 10"

TOS 113' - 10"

TOS 113' - 10"

W16x26

W16x26

W16x26

W18x40 W12x16

6

S05-04

6

S05-04

HSS

18 x

6 x

3/8

9

S05-04

9

S05-04

W14x22 (12)W14x22 (12)

HSS8 x 8 x 5/16 (LO) HSS8 x 8 x 5/16 (LO)

10

S05-04

10

S05-04




5

S05-04

14

S05-06 12

S05-06

W8x10 (4)

W8x10 (4) W8x10 (4)

W8x10 (6) W8x10 (6) W8x10 (6)

W8x10 (6) W8x10 (6)

W8x10 (6)W8x10 (6)

HSS

14 x

14

x 3/

8H

SS8

x 8

x 5/

16

HSS

12 x

8 x

5/1

6 (L

O)

HSS

12 x

8 x

5/1

6 (L

O)

HSS

12 x

8 x

5/1

6 (L

O)

HSS

12 x

8 x

5/1

6 (L

O)

HSS16 x 8 x 5/16 HSS16 x 8 x 5/16 HSS16 x 8 x 5/16HSS12 x 8 x 5/16 HSS8 x 8 x 5/16

10

S04-10

RTU #B138900 LBS

RTU #B143900 LBS

HSS

8 x

6 x

5/16

(LO

)

HSS

8 x

6 x

5/16

(LO

)

02

S02-02A

02

S02-02A

(TOS EL 113' - 1 3/4")

5' - 0"3' - 10 1/8"

HSS8 x 6 x 1/4

HSS8 x 6 x 1/4HSS8 x 6 x 1/4

1' -

6"

2" E

.J.

6"

4 EQ

SPA

@ 4

' - 0

" O.C

.

2' -

0"2'

- 0"

3 EQ

SPA

@ 4

' - 0

" O.C

. 2' -

0"2'

- 0"4 EQ

SPA

@ 4

' - 0

" O.C

.

2' -

0"2'

- 0"

3 EQ

SPA

@ 4

' - 0

" O.C

.

2' -

0"2'

- 0"

3 EQ

SPA

@ 4

' - 0

" O.C

.

HSS12x8 TOS= 109' - 9"


1" E

.J. H

SS8

x 6

x 1/

4 (H

I)

2' -

6"4

EQ S

PA2'

- 6"

(TO

S EL

114

' - 5

3/4

")

(TOS EL 114' - 5 3/4")

HSS

5 x

5 x

3/16

(GAL

V)


HSS

8 x

8 x

1/4

(HI)

HSS

8 x

8 x

5/16

(LO

)

(TO

S EL

114

' - 5

3/4

")

HSS8x8 (LO)TOS EL = 109' - 5"

6" 2" E

.J.

1' -

6"

22

S05-06

5

S05-07

HSS10 x 5 x 5/16 (HI)(TOS EL 116' - 11")

HSS10 x 5 x 5/16 (GALV.) ( LO)T.O.S. EL. = 113' - 1 3/4"HSS10 x 5 x 5/16 (GALV.) (HI)T.O.S. EL. = 116' - 11"

HSS

8 x

6 x

1/4

(LO

)

HSS

8 x

8 x

5/16

(LO

)

HSS

8 x

6 x

1/4

(HI)

HSS

8 x

8 x

1/4

(HI)

(TO

S EL

109

' - 5

3/8

")

(TO

S EL

113

' - 1

3/4

")

(TO

S EL

109

' - 5

")

HSS8x8 (HI) (GALV.)TOS EL = 116' - 11"

22

S05-04

23

S05-04

23

S05-05

24

S05-05

14

S05-07

6

S05-06

RTU #B137900 LBS

24

S05-04

6' -

0"2'

- 2"

11

S05-05

7

S05-05

HSS6x4x1/4VERT.

HSS6x4x1/4VERT.

HSS6x4x1/4ABOVE &BELOWWINDOW

C6x8.2 @ 4'-0" O.C.MAX. SPA.

9

S05-05

BB.9 BB.9

33' -

3"

2' -

0"

33' -

3"

2' -

0"

B2

S06-01

B3

S06-01

W10x12 (6) W10x12 (6)

W10

x12

(6)

HSS5x5x3/16(GALV.), TYP.@ CANOPY

HSS

8 x

6 x

1/4

(LO

)(T

OS

EL 1

09' -

4 3

/4")

HSS12 x 6 x 1/4 (HI)(TOS EL 114' - 7 3/4")

HSS12 x 6 x 5/16 (LO)

HSS12 x 6 x 1/4 (LO)

(TOS EL 111' - 1")

(TOS EL 109' - 4 3/4")

(TO

S EL

113

' - 1

3/4

")

6' - 10" 4' - 8"

2

S04-02

EF #C110

ROOF HATCHSEE 15/S05-03

20/S04-01

2 #5(8-0)TYP.

6"26

' - 9

"6"

6"

2' - 6 3/4"

6"

4' - 10"

5 #5(24-0)@ 18" O.C.

5 #5(24-0)@ 18" O.C.

6"2' - 6 3/4"

6"

5' - 3"

6"27

' - 1

1"6"

6"1' -

8 5/

8"6"

6" 20' - 7" 6"

6"6'

- 5

1/2"

6"

6" 1' - 3 1/4"

6"26

' - 9

"6"

6"

2' - 6"

6" 14' - 0"

6"27

' - 1

1"6"

4' - 9 1/2"

6"

2' - 6 3/4"

6"

15' -

9 3

/4"

6"

1' -

1 3/

4" 6"

6" 7 5/8"

5 #5(24-0)@ 18" O.C.

5 #5(24-0)@ 18" O.C.

5 #5(30-0)@ 18" O.C.

5 #5(30-0)@ 18" O.C.

12K1

SP

12K1

SP

12K1

SP12

K1SP

10"

10"

10"

1' - 2" 1' - 0"

W16x31 (18)

W18x40 (18) c=3/4"

W16

x26

(24)

c=1

1/2

"W

21x4

4 (8

)

W24

x55

(8)

W16

x26

(24)

c=1

1/2

"

10

S05-08TYP @WINDOWS

10

S05-08TYP @WINDOWS

10

S05-08TYP @WINDOWS

10

S05-08TYP @WINDOWS

10"

1' - 2" 1' - 0"

10"

1' - 2" 1' - 0"

10"

1' - 2" 1' - 0"

4

S05-04

TOS 115' - 11"

TOS 114' - 8"

20' - 3" 12' - 7 1/2"

8 1/2"

17' -

10"

17' -

10"

ELEVATORRAIL SUPPORTPER 11/S05-02

1 1/2" 22 GA. WIDE RIB METALROOF DECK CONN. MARK IPER GENERAL NOTES


SECOND LEVEL FLOOR FRAMING PLAN NOTES--------------------------------------------------------------------------------------------------------------------------------------------1. FINISH FLOOR ELEVATION IS 114-8 (RELATIVE TO DATUM 100-0)

2. TOP OF SLAB IS AT FINISH FLOOR ELEVATION UNLESS INDICATED OTHERWISE.


4. STEEL BEAMS SHALL BE CENTERED ON AND EQUALLY SPACED BETWEEN COLUMN LINES UNLESS OTHERWISE NOTED.

5. TYPICAL FLOOR SLAB IS 3 1/2 CONCRETE OVER 3" COMPOSITE METAL DECK (6 1/2 TOTAL THICKNESS). SEE GENERAL NOTES.

6. NUMBER OF SHEAR STUDS IS NOTED IN PARENETHESES ( ) ADJACENT TO STEEL BEAM SIZES. SEE TYPICAL DETAILS FOR LAYOUT REQUIREMENTS OF STUDS.

7. BEAM CAMBER IS NOTED "c=XXX" ADJACENT TO BEAM SIZES.

8. FRAME COMPOSITE SLAB MEP OPENINGS 12 INCHES OR LARGER AND WHERE SHOWN WITH C6x8.2 BETWEEN SUPPORT BEAMS & L3x3x1/4 BETWEEN C6 @ SIDES UNLESS NOTED OTHERWISE.

9. USE FINISHING AND CURING METHODS TO AID IN MITIGATING SHRINKAGE CRACKING AT ELEVATED SLABS. ENSURE SLAB REINFORCING IS PROPERLY LOCATED AS DETAILED.

LOW ROOF FRAMING PLAN NOTES---------------------------------------------------------------------------1. TOP OF ROOF STRUCTURE IS SLOPED FOR DRAINIAGE. SEE TOP OF STEEL ELEVATIONS NOTED ON THE FRAMING PLANS. SLOPES SHALL BE UNIFORM BETWEEN COLUMN CENTERLINES UNLESS SHOWN OTHERWISE.


3. UNLESS NOTED OTHERWISE, STEEL JOISTS & BEAMS SHALL BE CENTERED AND EQUALLY SPACED BETWEEN COLUMN CENTERLINES.

4. JOISTS ARE TO BE DESIGNED USING "ASD" PROCEDURES. JOISTS NOTED AS "SP" ARE SPECIAL DESIGNS TO BE PROVIDED BY SUPPLIER FOR LOADINGS AND GEOMETRY INDICATED.

-----------------------------------------------------------------------5. FOOTNOTES TO JOIST DESIGNATIONS (e.g. "24K8 (1)") (1) - ADDITIONAL 400 LB. LOAD AT EACH PIPING SUPPORT (2) - ADDITIONAL 800 LB. LOAD AT EACH PIPING SUPPORT (3) - ADDITIONAL 1200 LB. LOAD AT EACH PIPING SUPPORT (4) - ADDITIONAL +/- 5000 LB. DEAD AND LIVE LOAD @ SUPPORT POST NOTES 1 THROUGH 4 APPLY WHEN PIPING RUNS PERPENDICULAR TO JOISTS. SEE PLANS FOR PARALLEL CONDITIONS.

6. SEE SHEET S01-02 FOR COMPONENTS & CLADDING WIND PRESSURES, INCLUDING JOIST NET UPLIFT DESIGN REQUIREMENTS.

ADDITIONAL APPLICABLE WIND PRESSURES: EXTERIOR CANOPIES BELOW ELEVATION 115'-0": DESIGN FOR NET UPLIFT OF 27 POUNDS PER SQUARE FOOT (PSF) AND 45 PSF AT CORNERS DUE TO WIND LOADING.

7. JOISTS SUPPORTING MECHANICAL EQUIPMENT SHALL BE DESIGNED FOR TYPICAL ROOF LOADING SHOWN ON PLANS PLUS A CONCENTRATED LOAD OF 60% OF INDICATED EQUIPMENT WEIGHT PLACED AT ANY PANEL POINT. WEIGHTS SHOWN INCLUDE AN ALLOWANCE FOR THE CURB.

A

B

C




DATEJOB

SHEET

ISSUES


Dallas, TX 75202T: 214.748.2000 F: 214.653.8281

14246

5/15

/201

5 3:

31:3

1 P

M

S02-02B

LEVEL 02FRAMING PLAN -AREA B

05/11/201514216.0000

S02

-02B

LEV

EL

02 F

RA

MIN

G P

LAN

- A

RE

A B


EX

IST

ING

WO

RK

MA

N J

UN

IOR

HS

NO

RT

H F

IELD

SIT

E: 7

01E

AS

T A

RB

RO

OK

BO

ULE

VA

RD

, AR

LIN

GT

ON

, TX

760

14

C O R G A N

1/8" = 1'-0"

01 LEVEL 02 FRAMING PLAN - AREA BNORTH

1 1

1

1

1

1 11

1 1 1 1 1 1

1 1 1 1

1

1 1

1 1

1

1 1 1

1 1 1 1

1

11

1 1 1 1

11

1 1 1 1

1 1

1

1 1

1

1 11

1

1

1

1

11 1

11

1

1

1


B6 B9

BL

B4 B8

CA CA

CF CF

CC.6

CB

C1 C2 C3 C4 C5 C6 C7 C7.9 C10

CG

CH

CJ

C3.3

C3.3

19' -

10"

11' -

2 1

/4"

11' -

2 1

/4"

10' -

0"

11' -

2 3

/4"

11' -

2 3

/4"

22' -

0"

7' -

4"12

' - 6

1/2

"23

' - 7

1/2

"23

' - 1

1 5/

8"

4' - 9"9' - 6 1/2"

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

1' - 11"

22' -

4 1

/2"

C9

CE

CC

CD

CD.7

CB.2

CF.5

C5

S06-

01

B8.5 C8

C4

S06-

01

C1

S06-01

C3

S06-

01

C2

S06-01

HSS8 x 8 x 5/16

W18x40 W12x16

22' -

5 1

/2"

22K5

SP

24K6

SP

W18

x40

W18

x40

W14

x22

W18

x40

W14

x30

18K3

18K3SP

W16x26W16x26 W16x26

16K2

18K3

SP

W16x26 W16x26 W16x26

W16x26

W14

x22

16K2

SP

20K3

SP

W16

x31

W12

x16

W14x22W16x31

TOS 112' - 9" TOS 113' - 7"

TOS 112' - 9"TOS 113' - 10"

TOS 113' - 10"

MATCHLINE 01/ S02-02B MATCHLINE 01/ S02-02B14

S05-06

12

S05-06

HSS16 x 8 x 5/16 HSS16 x 8 x 5/16 HSS16 x 8 x 5/16HSS12 x 8 x 5/16 HSS8 x 8 x 5/16

HSS

12 x

8 x

5/1

6H

SS12

x 8

x 5

/16

HSS

12 x

8 x

5/1

6

2

S04-10

1

S04-10

3

S04-

10

4

S04-

10

5

S04-

10

6

S04-

10

8

S04-10

10

S04-10

9

S04-

10

11

S04-10

W16x26

HSS6 x 6 x 1/4 (LO)

HSS6x6TOS EL. =109' - 3"

HSS5 x 5 x 3/16 (GALV.)8" 8"


11 EQ. SPA @ 4' - 0" O.C.

2' - 0"

3 EQ. SPA @ 4' - 0" O.C.

W14x22

HSS12 x 8 x 5/16 (LO)

HSS12x8TOS EL. = 109' - 9"

17' -

10

1/4"

5' -

2"

8

S05-06

17

S04-02

HSS16 x 8 x 5/16(TOS EL 113' - 1 3/4")

(TO

S EL

113

' - 1

3/4

")(T

OS

EL 1

13' -

1 3

/4")

(TO

S EL

113

' - 1

3/4

")

(TOS EL 113' - 1 3/4")

5' - 0"3' - 10 1/8"

HSS8 x 6 x 1/4

HSS8 x 6 x 1/4HSS8 x 6 x 1/4

4 EQ

SPA

@ 4

' - 0

" O.C

.

2' -

0"2'

- 0"

1" E

.J. H

SS8

x 6

x 1/

4 (H

I)

2' -

6"4

EQ S

PA2'

- 6"

(TO

S EL

114

' - 5

3/4

")

(TOS EL 114' - 5 3/4")

HSS

5 x

5 x

3/16

(GAL

V)


HSS

8 x

8 x

1/4

(HI)

HSS

8 x

8 x

5/16

(LO

)

(TO

S EL

114

' - 5

3/4

")

HSS8x8 (LO)TOS EL = 109' - 5"

5

S05-07

HSS10 x 5 x 5/16 (HI)(TOS EL 116' - 11")

HSS10 x 5 x 5/16 (GALV.) ( LO)T.O.S. EL. = 113' - 1 3/4"HSS10 x 5 x 5/16 (GALV.) (HI)T.O.S. EL. = 116' - 11"

HSS

8 x

6 x

1/4

(LO

)

HSS

8 x

8 x

5/16

(LO

)

HSS

8 x

6 x

1/4

(HI)

HSS

8 x

8 x

1/4

(HI)

(TO

S EL

109

' - 5

3/8

")

(TO

S EL

113

' - 1

3/4

")

(TO

S EL

109

' - 5

")

HSS8x8 (HI) (GALV.)TOS EL = 116' - 11"

22

S05-04

14

S05-07

6

S05-06

HSS

8 x

6 x

1/4

HSS

8 x

6 x

1/4

HSS

8 x

6 x

1/4

HSS

8 x

6 x

1/4

HSS

8 x

6 x

1/4

HSS

8 x

6 x

1/4

(TO

S EL

113

' - 5

3/4

")

(TO

S EL

113

' - 5

3/4

")

(TO

S EL

113

' - 5

3/4

")

(TO

S EL

113

' - 5

3/4

")

(TO

S EL

113

' - 5

3/4

")

(TO

S EL

113

' - 5

3/4

")

5

S05-08

16' - 10 7/8"

7

S05-05

CG.4W16x26 W16x26

2' - 0"

C6x8.2 @ 4'-0" O.C.MAX. SPA.

10K1

22K5SP

12K1

18K3

SP

W21

x50

W14

x22

HSS

8 x

6 x

1/4

(LO

)(T

OS

EL 1

09' -

4 3

/4")

HSS12 x 6 x 1/4 (HI)(TOS EL 114' - 7 3/4")

HSS12 x 6 x 5/16 (LO)

HSS12 x 6 x 1/4 (LO)

(TOS EL 111' - 1")

(TOS EL 109' - 4 3/4")

1' - 0"

(TO

S EL

113

' - 1

3/4

")

W10x12W10x12

1

S05-09

6' - 10" 4' - 8"

RTU #C102900 LBS

RTU #C122900 LBS

RTU #C131900 LBS

RTU #C107900 LBS

RTU #C1082,000 LBS

EF #C127

EF #C108C

EF/SF #C108A

EF/SF #C108BEF #C108D

3

S05-09

5

S05-09

6

S05-09

2

S04-02

1

S04-02

2

S04-02

W14x22

W24x55

5"3'

- 11

"

4' - 0" 3' - 10"EQ EQ


EF #C110

20/S04-01

WP4C

WP4

WP4

WP4

WP4

WP4

WP4

WP4WP4WP4WP4WP4

WP4 WP4 WP4 WP4 WP4WP4

WP4

9

S05-09

W14

x30

10/S05-03

16

S05-09

18K3

SP

17

S04-02SIM

(GALV.)HSS5 x 5 x 3/16

2 EQ SPA

17

S04-02SIM

18

S04-02

24

S05-0718

S04-02

TOW 117' - 4"

TOW 117' - 4"

TOW 117' - 4"

TOS 115' - 11"

TOS 115' - 11"

TOS 114' - 8"

TOS 114' - 8"

15' - 1" 4' - 9" 23' - 11 1/2" 27' - 1 1/2" 12' - 5" 23' - 1" 22' - 3" 18' - 4 3/8" 20' - 2 5/8" 26' - 6 1/8" 30' - 1 1/2"

16' - 6" 1' - 10 3/8"

66' -

3 1

/4"

11 5

/8"

9' -

6"14

' - 4

"26

' - 8

1/2

"13

' - 9

1/2

"11

5/8

"

28' -

5 1

/2"

26' -

4 1

/2"

10"

8 1/2"

24' - 0 3/8" 16' - 10 7/8" 10' - 4 3/4" 76' - 3 1/4"

51' -

7 1

/4"

14' -

2 3

/8"

7B

S05-05

7A

S05-05

20K3SP

10K1

SP

8/S04-01

2

S04-02

1/S04-01

10K1

14K1

SP




COOLER/FREEZERREFRIGERATIONUNITS, 300 LBS TYP.

ROOF FRAMING PLAN NOTES-----------------------------------------------------------------------1. TOP OF ROOF STRUCTURE IS SLOPED FOR DRAINIAGE. SEE TOP OF STEEL ELEVATIONS NOTED ON THE FRAMING PLANS. SLOPES SHALL BE UNIFORM BETWEEN COLUMN CENTERLINES UNLESS SHOWN OTHERWISE.




5. FOOTNOTES TO JOIST DESIGNATIONS (e.g. "24K8 (1)") (1) - ADDITIONAL 400 LB. LOAD AT EACH PIPING SUPPORT (2) - ADDITIONAL 800 LB. LOAD AT EACH PIPING SUPPORT (3) - ADDITIONAL 1200 LB. LOAD AT EACH PIPING SUPPORT (4) - ADDITIONAL +/- 5000 LB. DEAD AND LIVE LOAD @ SUPPORT POST NOTES 1 THROUGH 4 APPLY WHEN PIPING RUNS PERPENDICULAR TO JOISTS. SEE PLANS FOR PARALLEL CONDITIONS.




A

B

C




DATEJOB

SHEET

ISSUES


Dallas, TX 75202T: 214.748.2000 F: 214.653.8281

14246

5/15

/201

5 3:

31:3

4 P

M

S02-02C

LOW ROOFFRAMING PLAN -AREA C

05/11/201514216.0000

S02

-02C

LOW

RO

OF

FR

AM

ING

PLA

N -

AR

EA

C


EX

IST

ING

WO

RK

MA

N J

UN

IOR

HS

NO

RT

H F

IELD

SIT

E: 7

01E

AS

T A

RB

RO

OK

BO

ULE

VA

RD

, AR

LIN

GT

ON

, TX

760

14

C O R G A N

1/8" = 1'-0"

01 LOW ROOF FRAMING PLAN - AREA CNORTH

1

1

1

1

1

1

1

1

1

1

1

1

1

1

11

1

1

1


A1 A2 A3 A4 A5 A6 A7 A8 A9 A10 A11 A12

AA AA

AC AC

AD AD

AF AF

AE AE

AB AB

AH AH

AG AG

A6.1 A6.9

BA BA

AK AK

B1 B2 B3 B5 B6 B7 B9 B11 B12 B13 B14 B15B8

AJ AJ

A6.3

A1

S06-

01

A2

S06-01

A3

S06-01

A4

S06-

01

A5

S06-

01

A6

S06-01

18' - 10 1/4" 23' - 0" 24' - 10" 24' - 10" 23' - 0" 35' - 0" 23' - 0" 24' - 10" 24' - 10" 23' - 0" 18' - 10 1/4"

36' -

5"

9' -

8"17

' - 1

0 1/

2"17

' - 1

0 1/

2"

25' -

5"

25' -

5"

2' -

2"

17' -

0"

27' -

9 3

/4"

1' -

3 1/

4"32

' - 1

0"2'

- 11

"

7' -

4"29

' - 1

"8'

- 4

3/4"

36' -

5"

9' -

8"35

' - 9

"25

' - 5

"25

' - 5

"2'

- 2"

17' -

0"

27' -

9 3

/4"

1' -

3 1/

4"32

' - 1

0"2'

- 11

"

7' -

4"29

' - 1

"8'

- 4

3/4"

11 7/8" 32' - 11 1/4" 1' - 0 7/8"

19' -

5"

19' -

5"

18' - 10 1/4" 26' - 8 3/4" 28' - 0" 22' - 2" 18' - 2" 33' - 7 1/4" 14' - 10 1/2" 27' - 10" 27' - 8 1/2" 27' - 3" 18' - 10 1/4"

8 3/4" 10 3/8" 11 1/8"

18' - 10 1/4" 26' - 8 3/4" 28' - 0" 22' - 2" 18' - 2" 33' - 7 1/4" 14' - 10 1/2" 27' - 10" 27' - 8 1/2" 27' - 3" 18' - 10 1/4"

8 3/4"

11' - 3 1/2"

W21

x44

W16x26

W16x26

W18

x40

W21

x44

W16x26

W14x22 W16x26 W16x26 W14x22

W14x22 W16x26 W16x26 W14x22

W14x22

W21x44 W21x44

W14x22 W14x22

W21x44 W21x44

W14x22

W16

x26

W18

x35

W18

x35

W18

x40

W18

x35

W18

x35

W16

x26

W14

x22

W14

x22

W21x48

W24x55

W24x62

W16x26 W16x31 W16x31 W16x26 W16x31 W16x31 W16x26

W16x26 W16x26 W16x31 W16x26 W16x31 W16x26 W16x26

W14

x22

W14

x22

W18x40

W10x12

W14

x22

W14

x22

W16x31 W18x35 W14x22 W14x22 W21x44 W14x22 W16x31 W16x31 W16x31

24K6SP 24K4SP 20K4 24K6SP 24K4SP 24K6

10KCS2

24K6 22K4 24K622K4SP

18K3

18K3

W14x22

W14

x22

W14x22

W14x22

W14

x22

W14x22

20K420K4

AF.5 AF.5

24K6SP

24K6SP

A6.5

17' - 6" 17' - 6"

TOS 129' - 0" TOS 129' - 0"TOS 129' - 0" TOS 129' - 0"

TOS 129' - 1 7/8" TOS 129' - 1 7/8"

TOS 129' - 4 1/2"TOS 129' - 4 1/2"

TOS 129' - 11 5/8"TOS 129' - 11 5/8"

TOS 129' - 3"

TOS 129' - 3 3/4"

TOS 129' - 3"

TOS 129' - 3 3/4"

TOS 129' - 3"

TOS 129' - 3" TOS 129' - 3"

TOS 129' - 3"

TOS 129' - 3 3/4"TOS 129' - 3 3/4"

TOS 129' - 3"TOS 129' - 3"

TOS 129' - 11 5/8"TOS 129' - 11 5/8"

TOS 129' - 4 1/2"TOS 129' - 4 1/2"

RIDGE RIDGE

TOS 129' - 1 5/8" TOS 128' - 1 1/2"

TOS 129' - 0"

TOS 129' - 0"

TOS 130' - 0"TOS 130' - 0"

TOS 129' - 0" TOS 129' - 0"

TOS 129' - 0"TOS 129' - 0"

W16x26 W16x26

1

S05-06

1

S05-06

2

S05-06

2

S05-06

3

S05-06

3

S05-06

5

S05-06

5

S05-06

7 5/

8"

7 5/8" 7 5/8"

HSS12x4x1/4 ABOVE WINDOWHSS6x6x1/4 BELOW WINDOW

16

S05-06



HSS8 x 8 x 3/8 (LO) HSS8 x 8 x 3/8 (LO) HSS8 x 8 x 3/8 (LO) HSS8 x 8 x 3/8 (LO)

6 1/2" 6 1/2"

SEE 13/S05-04FOR COLUMNCONN.



SEE 13/S05-04FOR COLUMNCONN.



15

S05-05

15

S05-05

23

S05-06

23

S05-06

RTU #A2011,100 LBS

RTU #A111900 LBS

RTU #A103900 LBS

RTU #A218900 LBS

RTU #A117900 LBS

RTU #A125900 LBS

RTU #A220900 LBS

RTU #A224900 LBS

RTU #A226900 LBS

RTU #A2281,100 LBS

RTU #A2211,100 LBS

RTU #A1261,100 LBS

RTU #A2311,100 LBS

RTU #A1322,000 LBS

RTU #A104900 LBS

RTU #A1101,100 LBS

RTU #A202900 LBS

RTU #A204900 LBS

RTU #A206900 LBS

RTU #A107900 LBS

RTU #A105900 LBS

RTU #A210900 LBS

RTU #A214900 LBS

RTU #A215900 LBS

RTU #A119900 LBS

RTU #A121900 LBS

RTU #A227900 LBS

RTU #A2251,100 LBS

RTU #A128900 LBS

RTU #A1241,100 LBS

RTU #A120900 LBS

RTU #A219900 LBS

RTU #A115900 LBS

RTU #A113900 LBS

RTU #A1061,100 LBS

RTU #A211900 LBS

RTU #A112900 LBS

RTU #A2091,100 LBS

RTU #A2051,100 LBS

RTU #A203900 LBS

T.O.S. EL. 124' - 1" T.O.S. EL. 124' - 1"

5 EQ SPA @ 4' - 0" O.C.

2' - 0" 2' - 0"

5 EQ SPA @ 4' - 0" O.C. 5 EQ SPA @ 4' - 0" O.C.

2' - 0" 2' - 0"

5 EQ SPA @ 4' - 0" O.C.

HSS5 x 5 x 3/16 (GALV.) HSS5 x 5 x 3/16 (GALV.)




OF HSS8x84 3/4" TO END OF HSS8x8

4 3/4" TO END

OFF HSS8x84 3/4" TO END

1' - 6" 1" EJ 1" EJ 1' - 6" 1' - 6" 1" EJ 1" EJ 1' - 6"

6" 2" E

.J.

1' -

6"

8

S05-05

6 1/2"6 1/2"

AC #A208 AC #A109

EF #A132

EF #A129

EF #A229

AC #A122

AC #A222

EF #A230

AF.1 AF.1

10KCS210KCS2

22K4SP 22K4

3' -

4"29

' - 6

"

3' -

4"29

' - 6

"

W16

x26

W16

x26

23

S05-07

EF #B117EF #B212

24K4

20K4

10K1

10K1

24K6

SP

24K6

24K6

24K6

SP

1

S05-05

1

S05-05

2

S05-05

2

S05-05

2

S05-05

2

S05-05

1

S05-05

1

S05-05

1

S05-05

1

S05-05

2

S05-05

2

S05-05

1

S05-05

1

S05-05


1 1/2" 20 GA. WIDE RIB METALROOF DECK CONN. MARK IIPER GENERAL NOTES










A

B

C




DATEJOB

SHEET

ISSUES


Dallas, TX 75202T: 214.748.2000 F: 214.653.8281

14246

5/15

/201

5 3:

31:3

7 P

M

S02-03A

ROOF FRAMINGPLAN - AREA A

05/11/201514216.0000

S02

-03A

RO

OF

FR

AM

ING

PLA

N -

AR

EA

A


EX

IST

ING

WO

RK

MA

N J

UN

IOR

HS

NO

RT

H F

IELD

SIT

E: 7

01E

AS

T A

RB

RO

OK

BO

ULE

VA

RD

, AR

LIN

GT

ON

, TX

760

14

C O R G A N

NORTH

1/8" = 1'-0"

01 ROOF FRAMING PLAN - AREA A

1 1

1

1

1


A6.9

BA BA

AK AK

BB BB

BC BC

BD BD

BE BE

BF BF

B1 B2 B3B5

B6 B7 B9 B11 B12 B13 B14 B15

BLBL

B4 B8

BG

CA

C1 C2 C3 C4 C5 C6 C7 C7.9 C10

BK

BH

BF.8

C9

A6.3B3.3

B13.1B6.2

A6

S06-01

B1

S06-

01

B4

S06-01

B5

S06-

01

B6

S06-

01

2' -

2"35

' - 3

"9'

- 8"

36' -

5"

65' -

6"

2' -

2"35

' - 3

"9'

- 8"

36' -

5"

17' -

11"

47' -

7"

18' - 10 1/4" 26' - 8 3/4" 28' - 0" 22' - 2" 18' - 2" 33' - 7 1/4" 14' - 10 1/2" 27' - 10" 27' - 8 1/2" 27' - 3" 18' - 10 1/4"

8 3/4" 11 1/8"

15' -

5"

28' -

3"

1' -

3"

19' -

10"

8' -

5"

15' -

5"

28' -

3"

1' -

3"

19' -

10"

8' -

5"

18' - 10 1/4" 26' - 8 3/4" 28' - 0" 22' - 2" 18' - 2" 33' - 7 1/4" 14' - 10 1/2" 27' - 10" 27' - 8 1/2" 27' - 3" 18' - 10 1/4"

19' -

10"

15' - 1" 28' - 8 1/2" 27' - 1 1/2" 12' - 5" 23' - 1" 22' - 3" 16' - 6"

4' - 9" 9' - 6 1/2"

18' -

0"

16' -

11

1/8"

26' - 8" 13' - 8"

8 3/4"

11' - 3 1/2" 30' - 8" 24' - 3 1/2"

32' - 10 1/2"

B8.5

C8

C1

S06-01

W16x26W10x12


BE.5 BE.5

W21

x44

W18x35

W18x35

W21

x44

W18

x35


W14

x22

W14

x22

W14

x22

W14

x22

W18x35 W18x35 W16x26 W16x26 W18x40 W21x50 W16x31

W24x55 W16x26 W18x35 W16x26 W24x55 W16x26 W18x40 W16x31

W18x40

W21x44

W18x40

W16x26 W16x26

W14

x22

W16

x26

W16

x26

W14

x22

W14

x22

W14x22W21x44

W12

x16

W12

x16

12K1

12K1

12K1

W18x40 W18x40 (HI) W16x26

W21x44W16x26 W16x26 W18x35

14K1

10KCS2

24K5SP

26K5SP 26K5SP

24K5

12K1

14K1

W14x22

W14

x22

W14x22

18K3

18K3

18K3

W14x22

W14

x22

18K3

18K3

18K3

W14x22

BF.1 BF.1

B8.6

B7

S06-01

TOS 129' - 0"

TOS 129' - 0"

RIDGE RIDGE

TOS 129' - 0" TOS 129' - 0"

TOS 129' - 0"TOS 129' - 0"

TOS 129' - 4" TOS 129' - 4"

TOS 129' - 11 5/8"TOS 129' - 11 5/8"

TOS 129' - 2"TOS 129' - 2"

TOS 129' - 2" TOS 129' - 2"

TOS 129' - 4"TOS 129' - 4"

TOS 129' - 11 5/8"TOS 129' - 11 5/8"

W14x22W12x16

TOS 129' - 7"TOS 129' - 7"

TOS 129' - 7"

TOS 130' - 0"TOS 130' - 0" TOS 130' - 0"

W12

x14

W12

x14

W14

x22

1

S05-06

1

S05-06

2

S05-06

2

S05-06

3

S05-06

3

S05-06

5

S05-06

5

S05-06

TOS 130' - 0" TOS 130' - 0"

12

S05-06

14

S05-06

W12x16

W14

x22

12K1 H

SS8

x 8

x 5/

16 (

LO)

HSS

8 x

8 x

3/8

(LO

)H

SS8

x 8

x 5/

16 (

LO)

W8x

18 (

HO

IST

BEAM

)

(TO

S EL

129

' - 0

")

W8x24

W8x

21

W8x24

W8x

13

HSS

8 x

8 x

5/16

(LO

)

10

S04-10

RTU #B149900 LBS

RTU #B1311,000 LBS

RTU #B1502,000 LBS

HSS8 x 8 (LO)T.O.S. EL. 126' - 5"

3 EQ

SPA

@ 4

' - 0

" O.C

.

2' -

0"2'

- 0"

7 EQ

SPA

2' -

0"2'

- 0"

3 EQ

SPA

2' -

0"2'

- 0"

3 EQ

SPA

@ 4

' - 0

" O.C

.

1' -

6"2"

EJ6"

1' -

2"1"

EJ

HSS

8 x

8 x

5/16

(LO

)


HSS

5 x

5 x

3/16

(GAL

V.)

HSS

8 x

4 x

3/16

W8x

18W

8x10

W8x18

W8x10

(TO

S EL

125

' - 0

")H

SS6

x 6

x 1/

4 (L

O)

HSS

6 x

6 x

1/4

(LO

)

(TO

S EL

124

' - 7

")

(TO

S EL

124

' - 7

")

3' - 10 1/8"

(TO

S EL

124

' - 7

")

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

1' - 11"6" 2" E

.J.

1' -

6"

8

S05-05

7

S05-07

13

S05-07

23

S04-02

24

S04-02

16

S05-07

20

S05-07 22

S05-05

21

S05-07

RTU #B210900 LBS

RTU #B107900 LBS

RTU #B103900 LBS

RTU #B106900 LBS

RTU #B202900 LBS

RTU #B2011,100 LBS

RTU #B123900 LBS

RTU #B128900 LBS

RTU #B124900 LBS

RTU #B225900 LBS

RTU #B2261,100 LBS

RTU #B224900 LBS

RTU #B222900 LBS

RTU #B218900 LBS

RTU #B125900 LBS

RTU #B2121,000 LBS

RTU #B105900 LBS

RTU #B110900 LBS

RTU #B204900 LBS

RTU #B122900 LBS

RTU #B126900 LBS

RTU #B231900 LBS

RTU #B211900 LBS

RTU #B209900 LBS

RTU #B109900 LBS

RTU #B203900 LBS

RTU #B127900 LBS

RTU #B208____LBS

RTU #B205900 LBS

RTU #B104900 LBS

RTU #B216900 LBS

RTU #B119900 LBS

RTU #B217900 LBS

RTU #B221900 LBS

RTU #B223900 LBS

BB.9 BB.9

24K5 24K5SP

B2

S06-01

B3

S06-01

W18

x35

W16

x26

HSS5x5x3/16 (GALV.)TYP. @ CANOPY

10

S05-05

W21

x50

HSS

6 x

6 x

1/4

(LO

)

HSS12 x 6 x 1/4 (LO)(T.O.S. EL. 124' - 10")(GALV.)

16

S05-05

TOS 128' - 6"

TOS 128' - 9 7/8"

TOS 129' - 8"

TOS 130' - 0"

TOS 130' - 0"

TOS 130' - 0"

TOS 130' - 0"

TOS 129' - 3"

13/S05-05

17

S05-05

17

S05-05

2' -

2"6'

- 0"

18

S05-05

6' - 10" 4' - 8"

EF #B117EF #B212

AC #B207

AC #B108

AC #B114

AC #B219

EF #B119R

EF #B227

EF #B126R

AC #B132

EF #B106REF #B136

AC #B148


24K5SP

24K5

SP

10KCS2 W21

x44

W18

x35

10KCS2 10K1

10K1

26K5

24K5SP

TOW 124' - 0" TOW 124' - 0"

2

S05-05

2

S05-05

2

S05-05

2

S05-05

1

S05-05

1

S05-05

1

S05-05

1

S05-05

13/S05-05

6

S05-05

5

S05-05

33' -

3"

11' -

8"

33' -

3"

10' -

5"

1 1/2" 20 GA. WIDE RIB METALROOF DECK CONN. MARK IIPER GENERAL NOTES



3" 20 GA. TYPE N METALROOF DECK CONN. MARK IIIPER GENERAL NOTES


LOW ROOF FRAMING PLAN NOTES---------------------------------------------------------------------------1. TOP OF ROOF STRUCTURE IS SLOPED FOR DRAINIAGE. SEE TOP OF STEEL ELEVATIONS NOTED ON THE FRAMING PLANS. SLOPES SHALL BE UNIFORM BETWEEN COLUMN CENTERLINES UNLESS SHOWN OTHERWISE.




-----------------------------------------------------------------------5. FOOTNOTES TO JOIST DESIGNATIONS (e.g. "24K8 (1)") (1) - ADDITIONAL 400 LB. LOAD AT EACH PIPING SUPPORT (2) - ADDITIONAL 800 LB. LOAD AT EACH PIPING SUPPORT (3) - ADDITIONAL 1200 LB. LOAD AT EACH PIPING SUPPORT (4) - ADDITIONAL +/- 5000 LB. DEAD AND LIVE LOAD @ SUPPORT POST NOTES 1 THROUGH 4 APPLY WHEN PIPING RUNS PERPENDICULAR TO JOISTS. SEE PLANS FOR PARALLEL CONDITIONS.




A

B

C




DATEJOB

SHEET

ISSUES


Dallas, TX 75202T: 214.748.2000 F: 214.653.8281

14246

5/15

/201

5 3:

31:4

1 P

M

S02-03B

ROOF FRAMINGPLAN - AREA B

05/11/201514216.0000

S02

-03B

RO

OF

FR

AM

ING

PLA

N -

AR

EA

B


EX

IST

ING

WO

RK

MA

N J

UN

IOR

HS

NO

RT

H F

IELD

SIT

E: 7

01E

AS

T A

RB

RO

OK

BO

ULE

VA

RD

, AR

LIN

GT

ON

, TX

760

14

C O R G A N

NORTH

1/8" = 1'-0"

01 ROOF FRAMING PLAN - AREA B

1 1

1

1

1


B6 B9

BL

B4 B8

CA CA

CF CF

CB

C1 C2 C3 C4 C5 C6 C7 C7.9

CG

B5.2

C9

CE

CC

CD

19' -

10"

22' -

4 1

/2"

10' -

0"

22' -

5 1

/2"

22' -

0"

15' - 1" 28' - 8 1/2" 27' - 1 1/2" 12' - 5" 23' - 1" 22' - 3" 16' - 6"

4' - 9" 9' - 6 1/2"

CD.7

CB.2

CF.5

C5

S06-

01

B8.5

C8

C4

S06-

01

C1

S06-01

C3

S06-

01

C2

S06-01

W16x26 W16x26

W14x22W21x44

W18x40 W18x40 (HI) W16x26

W21x44W16x26 W16x26 W18x35

14K1

12K1

14K1

W14

x22

W14

x22

W14

x22

W21x44 (LO)W12x14 (LO)

W14x22

W12x14 (LO)

W16x26

W14x22 (HI)

W14x22 (HI) W24x55 (HI)W16x26 (HI) W14x22 (HI)

HSS

8 x

8 x

5/16

(LO

)H

SS8

x 8

x 1/

4 (L

O)

HSS

16 x

8 x

1/4

(LO

)

16K2

SP

16K2

SP

16K2

SP12

K1

BOTTOM CHORD EL. = 121' - 4"

FLAT BOTTOM CHORD JOISTS W/SLOPED TOP CHORD 36" MINIMUM DEPTH

40LH11

TOS 125' - 5"

TOS 124' - 4"TOS 124' - 4"

TOS 125' - 5"

W14

x22

W16

x26

W16

x26

W16

x26

W16

x26

W16

x26

W12

x16

W14

x30

(HI)

W14

x30

(HI)

16K2

TOS 125' - 5"TOS 125' - 5"

TOS 124' - 7"

TOS 124' - 7"

TOS 124' - 9 5/8" TOS 124' - 9 5/8"

W14

x22

(HI)

W12

x16

(HI)

W14

x22

(HI)

W12

x14

(HI)

W10

x12

(HI)

W12

x14

(HI)

W12

x26

(HI)

W12

x26

(HI)

W12

x26

(HI)

HSS

8 x

8 x

5/16

(LO

)

W18x35 (HI)

TOS 128' - 5"

TOS 128' - 5"

TOS 129' - 7"TOS 129' - 7"

TOS 129' - 7"

TOS 130' - 0"TOS 130' - 0" TOS 130' - 0"

W12

x14

W12

x14

W14

x22

12

S05-06

14

S05-06

W14

x22

HSS

8 x

8 x

5/16

(LO

)

W8x24

W8x

21

W8x24

W8x21W

8x13

W8x

13

W8x21

W8x

13

W8x21

W8x

13

W8x21

W8x21

W8x

13

HSS

8 x

8 x

5/16

(LO

)

2

S04-10

1

S04-10

3

S04-

10

4

S04-

10

10

S04-10

9

S04-

10

11

S04-10

RTU #C101A2,000 LBS

RTU #C101B2,000 LBS

RTU #C106A2,000 LBS

RTU #C106B2,000 LBS

RTU #C1181,000 LBS

RTU #C125900 LBS

RTU #C126A2,000 LBS

RTU #C126B2,000 LBS

2' -

0"2'

- 0"

3 EQ

SPA

@ 4

' - 0

" O.C

.1'

- 2"

1" E

J

HSS

8 x

8 x

5/16

(LO

)

HSS

8 x

4 x

3/16

W8x

18W

8x10

W8x

10W

8x10

W8x

10W

8x10

C8x

11.5

CO

NT.

W8x18

W8x10

W8x10

W8x10

W8x10

W8x10

11' -

2 1

/4"

11' -

2 1

/4"

11' -

2 3

/4"

11' -

2 3

/4"


C6x

8.2

@ 4

' - 0

" O.C

. MAX

. SPA

.

(TO

S EL

125

' - 0

")H

SS6

x 6

x 1/

4 (L

O)

HSS

6 x

6 x

1/4

(LO

)

(TO

S EL

124

' - 7

")

(TO

S EL

124

' - 7

")

3' - 10 1/8"

(TO

S EL

124

' - 7

")

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

1' - 11"

12

S05-07

7

S05-07

13

S05-07

16

S05-07

20

S05-07 22

S05-05

21

S05-07

18K3

18K3

10K1

W16x26

1' - 2" 10' - 6" 9"

(TO

S EL

123

' - 6

")

HSS

6 x

6 x

1/4

(LO

)

HSS

6 x

6 x

1/4

(LO

)H

SS6

x 6

x 1/

4 (L

O)

HSS

6 x

6 x

1/4

(LO

)H

SS6

x 6

x 1/

4 (L

O)

HSS

6 x

6 x

1/4

(LO

)(T

OS

EL 1

20' -

11"

)

(TO

S EL

120

' - 1

1")

(TO

S EL

120

' - 1

1")

(TO

S EL

120

' - 1

1")

(TO

S EL

120

' - 1

1")

(TO

S EL

120

' - 1

1")

6

S05-08

4' - 0"

C6x8.2 @ 4'-0" O.C.MAX. SPA., TYP.

7

S05-08

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

PLATFORMCURTAINSUPPORT

16

S05-08

12

S05-08

W18x35 (LO)

HSS

6 x

6 x

1/4

(LO

)

HSS12 x 6 x 1/4 (LO)(T.O.S. EL. 124' - 10")(GALV.)

13' -

9 1

/2"

26' -

8 1

/2"

14' -

4"

9' -

6"

66' -

3 1

/4"

16

S05-05

TOS 124' - 10"ROOF DRAINSTHRU HSS

TOS 130' - 0"6' - 10" 4' - 8"

8

S05-09

7

S05-09

AC #C121

7' - 2" 5 SPACES @ 12' - 0" = 60' - 0" 7' - 2"

DESIGN FOR DEAD LOAD 28 PSF + SELF WEIGHTAND UNREDUCED LIVE LOAD 20 PSF

WIND UPLIFT PRESSURES - SEE S01-02CAMBER JOISTS FOR 160 PLF + SELF WEIGHT

DESIGN JOIST FOR ADDITIONAL CONCENTRATED LOADOF 1.5 KIPS DUE TO BASKETBALL FRAMING ATCONCENTRATED POINTS ALONG JOIST BOTTOM CHORD.WHERE GOAL FRAMING DOES NOT CONNECT TO JOISTBOTTOM CHORD PANEL POINT, REF. 18/S05-02.

40LH11SP

40LH11SP 40LH11

TOW 124' - 0" TOW 124' - 0"

TOW 124' - 0"

TOW 124' - 0"

13/S05-05

6

S05-05

3

S05-05

10/S05-03SIM.

10/S05-03

TOW 128' - 8"TOW 128' - 8"

TOW 128' - 8"TOW 128' - 8"

TOW 128' - 8"

19

S04-02

5

S05-05

13/S05-05

13/S05-05

20/S04-01

6

S04-02

6

S04-02

5

S04-02

5

S04-02













A

B

C




DATEJOB

SHEET

ISSUES


Dallas, TX 75202T: 214.748.2000 F: 214.653.8281

14246

5/15

/201

5 3:

31:4

4 P

M

S02-03C

HIGH ROOFFRAMING PLAN -AREA C

05/11/201514216.0000

S02

-03C

HIG

H R

OO

F F

RA

MIN

G P

LAN

- A

RE

A C


EX

IST

ING

WO

RK

MA

N J

UN

IOR

HS

NO

RT

H F

IELD

SIT

E: 7

01E

AS

T A

RB

RO

OK

BO

ULE

VA

RD

, AR

LIN

GT

ON

, TX

760

14

C O R G A N

NORTH

1/8" = 1'-0"

01 HIGH ROOF FRAMING PLAN - AREA C

1

1

1

1

1

1

1

1

1

1


4" M

IN.

4" MIN.6" MAX.

2 1/

2 " M

IN.

DEP

TH C

ON

T .TR

E NC

H

STRAIGHT SHAFT PIER

BEARING STRATUMREFER TO GENERAL NOTES

TOP OF BEARINGSTRATUM

* PENETRATION MEASURED FROMTOP OF BEARING STRATUM ORBOTTOM OF STEEL CASING, WHICH-EVER RESULTS IN DEEPER PIER

PEN

ETR

ATIO

N *

3" C

LR

TOP OF PIER ELEVATIONREFER TO PLAN

PIER REINFORCING -REFER TO SCHEDULE

#3 TIES @ 12", HOOKED

VAR

IES

REF

ER T

O P

LAN

S&

DET

AILS

FINISH FLOOR ELEVATION

DOWELS/ANCHOR BOLTS1. SEE PIER SCHEDULE / S03-01: @ 4#6 (5-6) PROVIDE 10"x10" PATTERN @ 8#6 (1-0/6-0) SPLICE WITH LONG. PIER REINF. AND EXTEND 1'-6" INTO PILASTER2. REFER TO COLUMN SCHEDULE AND BASE PLATE DETAILS FOR ANCHOR BOLTS.3. REFER TO PIER CAP DETAILS FOR DOWELS TO CAPS.

PIER MARK

P298'-0" TOP OF PIER

EL. OTHERTHAN TYPICAL

SHAF

T D

IA.

3" C

LR

6" OR

STAGGER TIES SO THATADJACENT TIES DO NOT ENGAGE THE SAMEVERTICAL BAR WITH END HOOKS.SPIRAL REINFORCING OF EQUAL SIZE @ 12"PITCH IS AN ACCEPTABLE ALTERNATIVE. PROVIDE1 1/2 TURNS TOP AND BOTTOM.

2 ADDL TIESSPACED EQUALLY

MIN. REQD.

TO ENGAGE

TWO VERT.

BARS ASSPACED PER

SCHEDULE.

TOP BARS CONT. AT CANTILEVERSAND SPANS LESS THAN 10'-0"

END TYP. END

SPAN

STIRRUPSPACING

CL. SUPPORT CL. SUPPORT

SPLICE BOT. BARS @CL. SUPPORT, TYP.

2"

TO FIRSTST., TYP.

HOOK TOPBARS @ ENDS

SPLICE TOP BARS@ MIDSPAN, TYP.

STIRRUPS,TYP.

STIRRUP SPACING SHALL BE SAMEAS TYP. IN END ZONES UNO

TYPICAL GRADE BEAM REINF.

E1 E2

E3 E4

2- 1/2" D.x 0-4 HSA

PL. 3/8"

C.L. PL.

PL. 3/8"

C.L. PL.

3-1/2" D.x 0-6 HSA

4- 1/2" D.x 0-4 HSA

PL. 3/8"

6- 1/2" D.x 0-4 HSA

PL. 3/8"

C.L. PL.L-1 1/2 x1 1/2x1/4 x0-10

EMBEDDED PLATES

4"

8"

2"4"

2"

5"

2"3"

3"2"

10"

3/16

2" 4" 4" 2"

1' - 0"

2 1/

2"6"

2 1/

2"

11"

2" 4" 2"

8"

2"4"

2"

8"

WALL OR GRADE BEAM

PLAN VIEW

PROVIDE CORNER BARSSAME SIZE & SPACINGAS HOR. WALL ORGRADE BEAM REINF w/30 BAR DIA. LAPEACH WAY

CORNER BARS

ELEVATION

1/3

1/3

1/3

2"

FIRST POUR SECOND POUR

CONTINUE REINFORCINGTHROUGH JOINT

4 #5 (4-0) CENTEREDON JOINT

SHEAR KEY TO BE 6"NARROWER THAN BEAMWIDTH WITH 1/2"BEVEL 4 SIDES

GRADE BM CONSTRUCTION JT

CONT. BM.REINF. TYP.

4 #5 V#4 TIES @ 6"

PLAN VIEW

LC COL. TYP.

1'-2"

1'-2

"

CL COL. TYP. LC COL. TYP.

1'-2

"

1'-2" 1'-2"

1'-2

"

PLAN VIEWPLAN VIEW

4 #5 V#4 TIES @ 6"

EXTEND REINFTO FACE OFPILASTER TYP.

ALIGN WITHOUTSIDE FACEOF GR. BM. TYP.

CONT. BM. REINF.THRU PILASTER 4 #5 V

#4 TIES @ 6"

PILASTER REINFORCING

SECTION VIEW

LC COL. TYP.

1'-2"CONT. BM.REINF. TYP.

4 #5 V#4 TIES @ 12"

SEE PLANBEAM WIDTH

1' - 0"1' - 0"

1' -

0"

PLAN VIEW

1' - 0"1' - 0"

1' -

0"1'

- 0"

PLAN VIEW

CL COLUMN, TYP.SEE 3/S03-01FOR OTHER INFO.

3"

3"

CL COLUMN, TYP.

2 #4 (4-0),TYP.

1' - 0"

1' -

0"

PLAN VIEW

CL COLUMN, TYP.

PLAN VIEW

SLAB ON VOIDCOLUMN BLOCKOUTS

BLOCKOUTS AT VERTICAL BRACESMAY NEED TO BE ENLARGED TOFIT BRACE GUSSET. GC COORD.

3 1/

2"

SLAB ON DECK-SEE GENERAL NOTES

CFMF - C2.5x18 GA.@ 12'-0"O.C. IN EVERY OTHER SPAN

CFMF - C4x16 GAUGE@ 12" O.C. w/ CONT. 16GA. TRACK T&B

CONNECT BOT. TRACK TOCONCRETE FLOOR w/ HILTI X-DNIFASTENER AT 12" O.C. TYP.(1 1/2" EMBED.)

CONNECT METAL DECK TOCOLD FORM TRACKw/ #10 TEK SCREW@ 12" O.C. TYP.

SLAB ON DECK-SEE GENERALNOTES

12 GA. CONT.POUR STOP

CFMF - SEE ARCHL.

3 1/

2"

CFMF C4x16 GA.AT 12" O.C. w/ 16GA.TRACK CONT. T&B

CONNECT DECK TOCFMF WALL w/#10 TEK SCREW AT 12" O.C.

VERT. SLIDECLIP AT EA.CFMF MEMBER

CONNECT BOT. TRACK TOCONCRETE SLAB w/ HILTI X-DNI FASTENER@ 12" O.C. (1 1/2" EMBED.)

CONCRETE SLAB

COVERBOARDW/ VAPORBARRIER UNDERSLAB

MOISTURE RESISTANTCARDBOARDVOID FORMS

VOID BOX - SLABSE

E G

EN.

NO

TES

VOID BOX - BEAM OR WALL

GRADE BEAMOR WALL

VOIDRETAINER

BACKFILL

CONTINUOUS MOISTURERESISTANT CARDBOARDVOID FORM BETWEENFOUNDATION ELEMENTS,RECTANGULAR SHAPED.

UNDISTURBEDOR COMPACTEDSUBGRADE

TOP OF FOUNDATIONELEMENT BEYOND

SEE

GEN

.N

OTE

S

30db 6"

12db

GRADE BMBOT BARS

ELEVATION

STEP IN GRADE BEAM

DEP

TH O

F A.

B.

#4 U

-BAR

4" S

PAC

ING

FO

R

GR BEAM TOPREINFORCING

GR BEAM BOTTREINFORCING

#4 U-BAR(3-6/AS REQD/3-6)

COLUMN ABOVESEE PLAN

PLAN

ELEVATION

GRADE BEAM STIRRUPS- SEE SECTION.

PIER BELOWPIER DOWELSSEE SCHEDULE

PLAN VIEW

3#5(0-6/7-0) EA.SIDE OF POCKET.

10"

2' -

8"

SECTION VIEW

3" C

LR.

3#6 E.W.

5#5 EA.WAY -LAP w/ TOP BARS

3-4 3-42-01-0 1-0

SEE COL.SCHED.FOR ADDL.INFO.OFBASE PL. & ANCHOR BOLTS.

FILL w/ CLASS BCONCRETE

SEE PIERSCHEDULE

POCKET2'-0" SQUARE

2#4(4-0) TOP TYP.

ENLARGE SLAB LV-OUTAS REQD. AT IN-FRAMINGVERTICAL BRACES.

TOP MAT REINFORCING SHALL BE DISTRIBUTEDEQUALLY EA.SIDE OF POCKET. DO NOT CUT TOPMAT REINF. BARS.

4' - 0"

4' -

0"

4' - 0"

1' -

9"

SLAB-ON-VOID DROP PANEL

L3x3x3/16 CONT.

2" M

IN.

4"

EQUIPMENT MFR. - 1'-6" MAXCONTRACTOR COORD. w/

4"1" METAL FORM DECK. - SEEGEN. NOTES FOR ADDNL. INFO.

W10x12, TYP.SLAB DEPRESSION FOR FLOORSINK OR ELECTRICAL FLOORBOX. CONTRACTOR COORD.LOCATIONS AND QUANTITIES w/OTHER DISIPLINES

L3x3x3/16 w/ LT. GAUGECLOSURE PL. AS REQD.

6"6"

SECT. 'A'

SECTION A

SECT. 'B'

SECTION B

COMPOSITE SLAB DEPRESSION

L-4x4x3/8 - VERIFYLENGTH w/ ELEVATOR MFR.

3/4 " D. x 8" A. BOLTS,SCREW ANCHOROR BOLT SET IN EPOXY PERGEN NOTES

ELEVATOR SILL ANGLE

SEE

ELEV

MAN

UF

8" TYP. PER MFR.

#4 (2-0/AS REQD./AS REQD./ASREQD./2-0) @ 12" O.C. E.W.

SECTION

PLAN VIEW

SEC

TIO

N

2-#4 (3-0)DIAGONALEA. SIDE

PER

MFR

.

PER

PLA

N

ADDITIONAL PRIMARYBARS EACH SIDE OFLEAVE OUT. SAMEQUANT. AS CUT BARS

PRIMARY REINF.CUT @ LEAVE OUT

4" M

AX.

DETAIL FOR USE ONLYWHERE NOTED ON PLAN

SLAB ON VOID RECESS

T

VERTICAL CONTROL JOINT INCONCRETE WALL

1/2 " JOINT W/CHAMFEREDCORNERS - ABOVEFLOOR SLAB ONLY

INSIDE FACE

OUTSIDE FACE (NOTEXPOSED TO VIEW)

CUT HORIZ BARS& PROVIDE VERTBARS EA SIDEOF JOINT. LEAVECONT TOP ANDBOTTOM BARSINTACT.

T

JOINTDEPTH

TYP 1 1/2"

2"2 1/2"3"T x 0.25

< 8"8" ≤ 10"

10" ≤ 12"> 12"

NOTES:1. AT BASEMENT WALLS, LOCATE JOINTS 30' - 0" MAX OC GENERALLY AT MID-BAY. DO NOT LOCATE JOINTS WITHIN 4 FEET OF UPPER LEVEL BEAM BEARING LOCATIONS.2. AT RETAINING WALLS, PROVIDE MAXIMUM SPACING OF 3.0 x WALL HEIGHT OR 20' - 0" MAX.

CONCRETE COLUMN BASE

6 #6(8-0) DOWELS

2 ADDLTIES

SPAC

ING

TYP

TIE

2"

--

ELEVATION

C.L. COL. & PIER

SCHED. PIER

4' -

0"4'

- 0"

T.O.P. EL. -SEE PLAN

16" DIAMATERCONCRETE COLUMNCONCRETE CLASS DPER GENERAL NOTESSEE ARCHL. FORFINISH FINISH GRADE

SEE CIVIL

6 #6 VERT.+ #4 TIES @ 12" O.C.

8"5'

- 4"

1' - 0"

VERIFY W/ ELEVATOR MFR. PRIOR TO CONSTRUCTION

6' - 11" 2' - 0"

1' -

0"

ELEV

ATO

R M

FR. P

RIO

R T

O C

ON

STR

UC

TIO

N

4' -

0" V

ERIF

Y W

/

4 #9 T & B+ #5 @ 12" O.C.+ #4 ST @ 12"

#4(2-0/3-0) @ 12"+ #4 CONT.

2 #9 T & B+ #5 @ 12" O.C.+ #4 ST @ 12"

#4(2-0/2-0) @ 12"+ #4 CONT.

#5 @ 12" O.C. T&BEA. WAY

1 1/2" CONT.SHEAR KEY, TYP.

CONT. WATERSTOPTYP.

CONT. WATERSTOPTYP.

#5(0-10/3-6) @ 12"T & B, TYP.

L4x4x3/8 CONT. W/ 5/8" DIA.EPOXY OR SCREW ANCHOR@ 18" O.C. SEE GENERAL NOTES

8"5'

- 4"

1' -

0"

ELEV

ATO

R M

FR. P

RIO

R T

O C

ON

STR

UC

TIO

N

4' -

0" V

ERIF

Y W

/

4 #9 T & B+ #5 @ 12" O.C.+ #4 ST @ 12"

3 #9 T & B+ #5 @ 12" O.C.+ #4 ST @ 12"

#4(2-0/2-0) @ 12"+ #4 CONT.

#5 @ 12" O.C. T&BEA. WAY

1 1/2" CONT.SHEAR KEY

CONT. WATERSTOPTYP.

VERIFY W/ ELEVATOR MFR. PRIOR TO CONSTRUCTION

8' - 4"

1' - 0"

2" E.J.

1' - 0"

#5(0-10/3-6) @ 12"T & B

#4 @ 12"+ 2 #4 CONT.

2-0

8"

8"

2'-0"x2'-0"x2'-0"SUMP PIT

#4(2-6/2-6) @ 12" O.C.(3 MIN.)

#4 @ 12"+ 2 #4 CONT.@ SUMP

2-0

#5 @ 12" O.C.2-0

#4 @ 12" O.C.( 3 MIN.)

2-6

2-6

2-0

TYPICAL DETAILNO SCALE

2TD02110


10


13TD03691


9TD03026


5TD03140


3TD03150


12310


17


18 TYPICAL DETAILNO SCALE

14TD02501


11TD02527


6TD03028

3/4" = 1'-0"

21


8


15


4TD03602


7




DATEJOB

SHEET

ISSUES


Dallas, TX 75202T: 214.748.2000 F: 214.653.8281

14246

5/15

/201

5 3:

32:2

7 P

M

S03-01

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, TX

760

14

C O R G A N

STRAIGHT SHAFT DRILLED PIER SCHEDULE

PIER MARKSHAFT

DIAMETER VERTICAL REINF PENETRATIONP1 18" 6 #6 12' - 0"P2 24" 6 #7 12' - 0"P3 24" 6 #7 14' - 0"P4 24" 8 #7 16' - 0"P5 24" 6 #7 18' - 0"P6 30" 12 #7 14' - 0"


16TD02440


22TD02140

3/4" = 1'-0"

23

3/4" = 1'-0"

24

1

1

1

1

1



SPLICE BOT. BARS @C.L. OF BEAMS, TYP.

SPLICE BOT. BARS @C.L. OF BEAMS, TYP.

CO

V ER

, TYP

.1

1/2"

CLE

AR

CO

V ER

, TYP

.3/

4" C

LEAR PRIMARY BARS

#5 @ 12" O.C. T & BSEE PLAN FORSPAN DIRECTION.

C.L. OF BEAMSUPPORT

C.L. OF BEAMSUPPORT

TEMPERATURE BARS#4 @ 16" O.C. T & B,TYP U.N.O.

PROVIDE 180° STDACI HOOK @ TOP BARSAT PERIMETER EDGES

PRIMARY BAR LAP SPLICE LENGTH = 24"TEMP BAR LAP SPLICE LENGTH = 24"

END SPAN INTERIOR SPAN

PLAN

SEE

T.O.C. EL. -SEE PLAN

C.L. OF BEAMSUPPORT

VOID FORMSSEE GENERAL NOTESAND 14/S03-01

ADD TOP BARS, SEE PLANFOR SIZE, SPACING ANDPLACEMENT

#4(2-0/2-0) @ 12" O.C.+ 2 #4 CONT.

180° STD ACI HOOK@ TOP BAR

EDGE OF SLABSEE PLAN & DETAILS


ADD BOTTOM BARS, SEE PLANFOR SIZE, SPACING AND PLACEMENT

#4(2-0/2-0) @ 18" O.C.TYP. @ INT. BM.

#5 @ 12" O.C.TYP. BOTTOMREINF. @END SPAN

#5 @ 12" O.C. TYP. TOPREINF. @ END SUPPORT

#5@12" OC. TYP TOP REINF. @ 1stINTERIOR SUPPORT #5 @ 12" O.C. TYP.

TOP REINF @INTERIOR SUPPORTS

#5 @ 12" O.C. TYP.BOTTOM REINF. @INTERIOR SPAN

BEAM SPAN "L1" L3

6"

.35 L1 .35 L1 or .35 L3WHICHEVER IS LARGER

.125 L1

.35 L1 or .35 L3WHICHEVER IS LARGER

.35 L1 or .35 L2WHICHEVER IS LARGER

.125 L1.125 L1

BEAM SPAN "L1"

.35 L1 .35 L1

60D

C.L. LT.SUPPORT

C.L. RT.SUPPORT

U.N.O.U.N.O.

U.N.O.U.N.O.

U.N.O. U.N.O.

U.N.O.U.N.O.

U.N.O.

C.L. RT.SUPPORT

C.L. LT.SUPPORT

**

*

EXTEND TYPE "F" BARS 60D PAST OPPOS. FACE OF SUPPORT

MIDDLE "C" BARS

MIDDLE "C" BARS

NOTE: ALL MAIN REINF. TO BEPLACED IN PRIMARY LAYERS U.N.O.

NOTE: ALL MAIN REINF. TO BEPLACED IN PRIMARY LAYERS U.N.O.

MEMBER TYPE TOP BARSBOTTOM BARS

TYPICAL AT COLUMNS

JOIST 48Db 48Db 24Db

24Db96Db - COL

96Db - COL48Db 62Db

INTERIORBEAM

PERIMETERBEAM

SPLICE TABLE FOR TYPE "C" BARS

24Db

NOTES:

1. Db = BAR DIAMETER

2. COL = COLUMN WIDTH PARALLEL TO SPLICE

3. MIDDLE BARS LAP 24Db @ SUPPORT

4. USE LARGEST LENGTH WHEN SPLICING BARS OF DIFFERENT SIZE.

TOP LT. OR RT. "C" BARSSPLICE AT C.L. OF ADJ. SPAN

TOP LT. OR RT. "S" BARS

HOOK @ ALLTOP BARS

BOT. RT. "S" BARS

BOT "C" BARS FROMADJACENT SPAN

TOP LT. "S" BARS

TOP LT. "C" BARS

HOOK TOP & BOT BARSAT END SUPPORTS

TOP RT. "S" BARS

TOP RT. "C" BARS

BOT. CTR. "S" BARS

BOT. CTR. "C" OR "F" BARS

TOP LT. "S" BARS

TOP LT. "C" BARS TOP RT. "C" BARS

TOP RT. "S" BARS

BOT. CTR. "S" BARS

BOT. CTR. "C" OR "F" BARS

INTERIOR SPAN

END SPAN

CANTILEVER

BEAM / JOIST REINF.

*

**

EXTEND TYPE "F" BARS 60D PAST OPPOS. FACE OF SUPPORT

*

*

BEAM SPAN "L1" L3L2

W.W.M.

1'-6"

6"

S1

S2

S3

S4

S5

S6

S7

S8

2"

SCHEDULEDSPACING

ELEVATIONS10

S9

S11

135° ACIHOOK, TYP

STIRRUP TYPES

8"R

EFER

TO

SEC

TIO

N

6" M

IN.

6" M

IN.

#4 (2-0) DIAGONAL REINF. E.F.-(8 BARS PER SLEEVE)

DOUBLE ST. EA.SIDE OF SLEEVE

PIPE SLEEVE-8" DIA. MAX.

T.O. GRADEBEAM

T.O. PIER

PERIMETERGRADE BEAM

PIPE SLEEVE SHALL BELOCATED AT LEAST 4'-0"AWAY FROM PIER CL.TYP.

HORIZONTALSLEEVE THRU GRADE BEAM

REF

ER

TO S

ECTI

ON

SCHED. REINF.

ADDITIONAL2 #4 STIRRUPSBESIDE SLEEVES

VERT. SLEEVE THRU GRADE BEAM

1' -

0"

STIRRUPS PERSCHEDULE

REINF. PERSCHEDULE

ADDL. #5 BARSTOP & BOT.

ADDL. 2 #4STIRRUPS

SLEEVES THRU BEAMS ARESUBJECT TO ENGINEER APPROVAL.SUBMIT PROPOSED SLEEVE PLANFOR ENGINEER TO REVIEW PRIORTO CONSTRUCTION.

VERT. SLEEVE THRU GRADE BEAM

PLAN VIEW




DATEJOB

SHEET

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Dallas, TX 75202T: 214.748.2000 F: 214.653.8281

14246

5/15

/201

5 3:

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M

S03-02

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760

14

C O R G A N

3/4" = 1'-0"

12 ONE-WAY SLAB REINFORCING


7TD03311


11TD03312


91TYPICAL DETAILNO SCALE

131


14


1

BEAM SCHEDULE NOTES:1. BAR NOTATIONS "POS" = BAR POSITION (L = LEFT SUPPORT OR END, R = RIGHT SUPPORT OR END) "LOC" = BAR LOCATION (T = TOP, B = BOTTOM, M = MID) BARS NOTED AS "NS" ARE NOT TO BE SPLICED WITHIN THE SPAN. BARS NOTED AS "2ND" ARE TO BE PLACED IN THE SECONDARY LAYER, SEE TYPICAL BEAM REINF. DETAIL. BARS LISTED UNDER TYPE "C" OR "F" ARE TYPE "C" U.N.O.

2. WHERE BAR LENGTHS ARE GIVEN IN THE SCHEDULE, BARS SHALL BE CENTERED OVER THE SPECIFIED SUPPORT OR ABOUT MID-SPAN.

3. "LEFT" AND "RIGHT" ENDS OF MEMBER ARE DETERMINED BY THE ORIENTATION OF THE MEMBER MARK ON THE FRAMING PLAN. "LEFT END" MEANS LEFT OF THE MEMBER MARK AS READ IN THE UPRIGHT POSITION.

4. STIRRUP SPACING APPLIES FROM EACH END OF MEMBER, U.N.O., STARTING AT THE FACE OF THE SUPPORT. "R" MEANS REMAINDER OF THE SPAN.

5. WIDTH AND DEPTH ARE FORM DIMENSIONS. REQUIRED COVER MUST BE SUBTRACTED TO OBTAIN STIRRUP DIMENSIONS. SEE "GENERAL NOTES" FOR COVER REQUIREMENTS EXCEPT EXCEPT AS NOTED IN THE SCHEDULE.

6. PROVIDE STIRRUPS OF SCHEDULED SIZE AND TYPE @ 24" OC FOR PORTIONS OF BEAMS WITHOUT SCHEDULED STIRRUPS AND IN BEAMS WITH NO SCHEDULED STIRRUPS, U.N.O.

6. 1#7-T BAR AT LEFT END OF SPAN IS DISCONTINUOUS.

7. 1 OF 4#7-T BARS IS DISCONTINUOUS AT RIGHT END OF SPAN.

8. 2#7-T BARS AT LEFT END OF SPAN ARE DISCONTINUOUS.

9. EXTEND TOP AND BOTTOM BARS TO END OF ADJACENT CANTILEVER.

10. EXTEND STIRRUPS CONTINUOUS TO END OF ADJACENT CANTILEVER.

11. 3 OF 6#7-T BARS ARE DISCONTINUOUS AT RIGHT END OF SPAN.

12. FABRICATE REINFORCING TO MATCH THE CHANGE IN DIRECTION OF THE BEAM. SEE PLAN FOR TRANSITION AT END OF SPANS.

13. EXTEND BOTTOM BARS TO 2" CLEAR FROM BEAM DEPTH TRANSITION IN ADJACENT SPAN.

14. 3#7-T BARS AT LEFT END OF SPAN ARE DISCONTINUOUS.

15. 4#8-T AND 4#8-B BARS OCCUR AT WIDENED SECTION OF BEAM AND EXTEND TO 2" CLEAR FROM BEAM WIDTH TRANSITION IN ADJACENT SPAN.

16. 4#7-T BARS TERMINATE WITH STANDARD HOOK AT RIGHT END OF SPAN.

17. 3#7-T BARS TERMINATE WITH STANDARD HOOK AT LEFT END OF SPAN.

18. EXTEND 1 OF 4#9-T BARS AT RIGHT END TO 2" CLEAR FROM BEAM WIDTH TRANSITION IN ADJACENT SPAN.

19. 1 OF 4#9-B BARS OCCURS IN WIDENED PORTION OF BEAM.




DATEJOB

SHEET

ISSUES


Dallas, TX 75202T: 214.748.2000 F: 214.653.8281

14246

5/15

/201

5 3:

32:3

1 P

M

S03-03

CONCRETE BEAMSCHEDULE

05/11/201514216.0000

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RD

, AR

LIN

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ON

, TX

760

14

C O R G A N

CONCRETE BEAM REINFORCING SCHEDULE----------------------------------------------------------------------------------------------------SPAN WIDTH DEPTH BAR REINFORCINGMARK (IN.) (IN.) TYPE LEFT CENTER RIGHT STIRRUPS NOTE----------------------------------------------------------------------------------------------------B1 16.00 36.00 C/F 3#6-T 3#7-B 3#7-T 2#4(S1):1@2,REM@12 S

B2 16.00 36.00 C/F 3#7-B 3#7-T 2#4(S1):1@2,REM@12 S

B3 16.00 36.00 C/F 3#7-B 3#6-T 2#4(S1):1@2,REM@12 S------------------------------------------------------------------------------------------------B4 16.00 36.00 C/F 3#6-T 3#7-B 3#6-T 2#4(S1):1@2,REM@12 S---------------------------------------------------------------------------------------------------B5 18.00 28.00 C/F 3#6-T 3#9-B 3#9-T 2#4(S3):1@2,REM@12 S

B6 18.00 28.00 C/F 3#8-B 3#9-T 2#4(S3):1@2,REM@12 S

B7 18.00 28.00 C/F 3#8-B 3#7-T 2#4(S3):1@2,REM@12 S

B8 18.00 28.00 C/F 3#7-B 3#6-T 2#4(S3):1@2,REM@12 S

B9 18.00 28.00 C/F 3#7-B 3#7-T 2#4(S3):1@2,REM@12 S

B10 18.00 28.00 C/F 3#9-B 3#6-T 2#4(S3):1@2,REM@12 S---------------------------------------------------------------------------------------------------B11 24.00 28.00 C/F 4#6-T 4#7-B 4#7-T 2#4(S3):1@2,REM@12 S

B12 24.00 28.00 C/F 4#7-B 4#7-T 2#4(S3):1@2,REM@12 S

B13 24.00 28.00 C/F 4#6-B 4#6-T 2#4(S3):1@2,REM@12 S

B14 24.00 28.00 C/F 4#6-B 4#7-T 2#4(S3):1@2,REM@12 S

B15 24.00 28.00 C/F 4#7-B 4#6-T 2#4(S3):1@2,REM@12 S

---------------------------------------------------------------------------------------------------B16 24.00 28.00 C/F 1#7-T 4#7-B 4#7-T 2#4(S3):1@2,REM@12 6 S

B17 24.00 28.00 C/F 4#7-B 4#7-T 2#4(S3):1@2,REM@12 7 S---------------------------------------------------------------------------------------------------B18 18.00 28.00 C/F 3#6-T 3#7-B 3#7-T 2#4(S3):1@2,REM@12 S

B19 18.00 28.00 C/F 3#7-B 3#6-T 2#4(S3):1@2,REM@12 S---------------------------------------------------------------------------------------------------B20 18.00 28.00 C/F 3#8-B 3#8-T 2#4(S3):1@2,REM@12 S---------------------------------------------------------------------------------------------------B21 16.00 36.00 C/F 3#7-T 3#9-B 3#7-T 2#4(S1):1@2,REM@12 S---------------------------------------------------------------------------------------------------B22 16.00 28.00 C/F 3#6-T 3#6-B 3#6-T 2#4(S1):1@2,REM@12 S

B23 16.00 28.00 C/F 3#6-B 3#6-T 2#4(S1):1@2,REM@12 S---------------------------------------------------------------------------------------------------B24 16.00 36.00 C/F 3#8-T 3#7-B 3#8-T 2#4(S1):1@2,REM@12 S---------------------------------------------------------------------------------------------------B25 32.00 28.00 C/F 2#7-T 5#7-B 5#7-T 4#4(S5):1@2,REM@12 8 S

B26 32.00 28.00 C/F 5#7-B 6#7-T 4#4(S5):1@2,REM@12

B27 32.00 36.00 C/F 6#7-B 1#7-T 4#4(S6):1@2,REM@12 S---------------------------------------------------------------------------------------------------B28 24.00 28.00 C/F 6#7-T 4#7-B 6#7-T 4#4(S5):1@2,REM@12 9 S

B29 24.00 28.00 C/F 4#4(S5):1@2,REM@4 10 S---------------------------------------------------------------------------------------------------B30 32.00 36.00 C/F 4#4(S6):1@2,REM@4 10 S

B31 32.00 36.00 C/F 6#7-T 4#7-B 6#7-T 4#4(S6):1@2,REM@12 9, 11 S

B32 24.00 28.00 C/F 1#7-T 4#7-B 4#6-T 2#4(S3):1@2,REM@12 6 S

B33 24.00 28.00 C/F 4#7-B 4#6-T 2#4(S3):1@2,REM@12 S

B34 32.00 36.00 C/F 4#7-T 6#7-B 4#7-T 4#4(S6):1@2,REM@12 S

B35 32.00 36.00 C/F 1#7-T 6#7-B 4#7-T 4#4(S6):1@2,REM@12 6---------------------------------------------------------------------------------------------------B36 16.00 36.00 C/F 3#8-T 3#9-B 3#9-T 2#4(S1):1@2,REM@12 S

B37 16.00 36.00 C/F 3#7-B 3#8-T 2#4(S1):1@2,REM@12 S

B38 16.00 36.00 C/F 3#7-B 3#9-T 2#4(S1):1@2,REM@12 S

B39 16.00 36.00 C/F 3#9-B 3#8-T 2#4(S1):1@2,REM@12 S---------------------------------------------------------------------------------------------------B40 18.00 28.00 C/F 3#9-T 4#9-B 4#9-T 2#4(S3):1@2,6@6,REM@12 S

B41 18.00 28.00 C/F 3#8-B 3#8-T 2#4(S3):1@2,REM@12 S

B42 18.00 28.00 C/F 3#7-B 3#8-T 2#4(S3):1@2,REM@12 S

B43 18.00 28.00 C/F 3#7-B 4#9-T 2#4(S3):1@2,REM@12 S

B44 18.00 28.00 C/F 4#9-B 3#7-T 2#4(S3):1@2,6@6,REM@12 S---------------------------------------------------------------------------------------------------B45 24.00 28.00 C/F 4#7-B 5#7-T 2#4(S3):1@2,REM@12 S

B46 24.00 28.00 C/F 4#7-B 4#6-T 2#4(S3):1@2,REM@12 S

B47 24.00 28.00 C/F 4#7-B 6#7-T 2#4(S3):1@2,REM@12 S


B50 24.00 28.00 C/F 1#7-T 6#7-B 5#7-T 2#4(S3):1@2,REM@12 6 S

B51 24.00 28.00 C/F 4#7-B 4#7-T 2#4(S3):1@2,REM@12 7 S

B52 16.00 36.00 C/F 3#8-T 3#8-B 3#6-T 2#4(S1):1@2,REM@12 S---------------------------------------------------------------------------------------------------B53 24.00 28.00 C/F 4#6-T 4#7-B 4#7-T 2#4(S3):1@2,REM@12 S

B54 24.00 28.00 C/F 4#7-B 4#7-T 2#4(S3):1@2,REM@12 S

CONCRETE BEAM REINFORCING SCHEDULE----------------------------------------------------------------------------------------------------SPAN WIDTH DEPTH BAR REINFORCINGMARK (IN.) (IN.) TYPE LEFT CENTER RIGHT STIRRUPS NOTE----------------------------------------------------------------------------------------------------B55 16.00 28.00 C/F 3#6-T 3#6-B 3#7-T 2#4(S1):1@2,REM@12 S

B56 16.00 28.00 C/F 3#6-B 3#7-T 2#4(S1):1@2,REM@12 S

B57 16.00 28.00 C/F 3#6-B 3#7-T 2#4(S1):1@2,REM@12 S

B58 16.00 28.00 C/F 3#7-T 3#7-B 3#6-T 2#4(S1):1@2,REM@12 S---------------------------------------------------------------------------------------------------B59 24.00 28.00 C/F 4#6-T 4#7-B 4#7-T 2#4(S3):1@2,REM@12 12 S

B60 24.00 28.00 C/F 4#7-B 4#7-T 2#4(S3):1@2,REM@12 12 S

B61 24.00 28.00 C/F 4#7-B 4#7-T 2#4(S3):1@2,REM@12 12 S---------------------------------------------------------------------------------------------------B62 24.00 28/36 C/F 4#7-B 6#7-T 4#4(S5):1@2,REM@12 S

B63 24.00 36.00 C/F 6#7-B 6#7-T 4#4(S5):1@2,REM@12 9, 13 S

B64 24.00 36.00 C/F 4#4(S5):1@2,REM@4 10 S---------------------------------------------------------------------------------------------------B65 32.00 36.00 C/F 3#7-T 4#7-B 6#7-T 4#4(S6):1@2,REM@12 9, 14 S

B66 32.00 36.00 C/F 4#4(S6):1@2,REM@4 10 S---------------------------------------------------------------------------------------------------B67 48.00 36.00 C/F 4#8-T 4#4(S6):1@2,REM@4 10, 15 C/F 4#8-B S

B68 48/24 36.00 C/F 4#8-T 4#8-B 4#9-T 4#4(S5):1@2,REM@12 9 S

B69 24.00 28.00 C/F 5#7-B 4#7-T 2#4(S3):1@2,REM@12 S

B70 24.00 28.00 C/F 4#7-B 4#7-T 2#4(S3):1@2,REM@12 16 S

B71 16.00 36.00 C/F 3#7-T 3#7-B 3#7-T 2#4(S1):1@2,REM@12 17 S

B72 24.00 36.00 C/F 2#7-T 5#7-B 5#7-T 2#4(S1):1@2,REM@12 8 S

B73 24.00 36.00 C/F 5#7-B 5#7-T 2#4(S1):1@2,REM@12 S

B74 24.00 36.00 C/F 5#7-B 5#6-T 2#4(S1):1@2,REM@12 S---------------------------------------------------------------------------------------------------B75 18.00 36.00 C/F 3#7-T 3#9-B 4#9-T 2#4(S3):1@2,10@6,REM@12 S

B76 18.00 28.00 C/F 3#9-B 3#8-T 2#4(S3):1@2,10@6,REM@12 S


B79 20.00 36.00 C/F 4#7-B 4#6-T 2#4(S3):1@2,REM@12 S---------------------------------------------------------------------------------------------------B80 24.00 28.00 C/F 4#6-B 4#6-T 2#4(S3):1@2,REM@12 S---------------------------------------------------------------------------------------------------B81 24.00 36.00 C/F 5#6-T 5#7-B 5#7-T 2#4(S1):1@2,REM@12 S---------------------------------------------------------------------------------------------------B82 18.00 28.00 C/F 3#6-T 3#7-B 3#7-T 2#4(S3):1@2,REM@12 S

B83 18.00 28.00 C/F 3#7-B 3#6-T 2#4(S3):1@2,REM@12 S---------------------------------------------------------------------------------------------------B84 24.00 28.00 C/F 4#8-T 5#7-B 4#9-T 2#4(S3):1@2,8@6,REM@12 18 S

B85 24/20 36.00 C/F 4#9-B 3#9-T 2#4(S1):1@2,REM@12 19 S

B86 24.00 28.00 C/F 4#9-T 5#7-B 5#9-T 2#4(S3):1@2,10@6,REM@12 S

B87 24.00 36.00 C/F 5#9-B 4#9-T 2#4(S3):1@2,REM@12 S

B88 24.00 36.00 C/F 4#9-B 4#8-T 2#4(S1):1@2,REM@12 S---------------------------------------------------------------------------------------------------B89 18.00 28.00 C/F 3#7-T 3#7-B 3#7-T 2#4(S3):1@2,REM@12 S---------------------------------------------------------------------------------------------------B90 24.00 36.00 C/F 4#4(S5):1@2,REM@4 10 S

B91 24.00 36.00 C/F 6#7-T 5#7-B 6#7-T 4#4(S5):1@2,REM@12 9 S---------------------------------------------------------------------------------------------------B92 20.00 36.00 C/F 4#7-B 5#7-T 2#4(S3):1@2,REM@12 S

B93 20.00 36.00 C/F 4#7-B 4#7-T 2#4(S3):1@2,REM@12 7 S

B94 20.00 28.00 C/F 4#7-B 4#6-T 2#4(S3):1@2,REM@12 S---------------------------------------------------------------------------------------------------B95 16.00 28.00 C/F 3#7-B 3#6-T 2#4(S1):1@2,REM@12 S

B96 20.00 36.00 C/F 4#7-T 4#7-B 4#7-T 2#4(S3):1@2,REM@12 S

B97 24.00 36.00 C/F 5#7-T 5#7-B 5#7-T 2#4(S3):1@2,REM@12 S

1

- UPDATED BEAM SCHEDULES.- DELETED SHEET S03-03A

1


BA AK

BF.1BF

BF.1BF

BF

B13

1' - 4"

8"3'

- 0"

7 3/8"

6" METAL STUDSBY CFS MFR.

#4(2-0/2-0) @ 12"+ #4 CONT.

REINF. SEE SCHED.

2 5/

8"

EL. - SEE PLAN

COLUMNBEARING EL.

TOP OF PIER EL. -SEE PLAN

2' - 0"

8"2'

- 4"

#4(2-0/2-0) @ 12"IN ALT DIRECTION+ #4 CONT.

REINF. SEE SCHED.

EQ EQ

GRADE BEAMAND PIER C.L.

EL. - SEE PLAN


1' - 6"

8"2'

- 4"


REINF. SEE SCHED.

EQ EQ

GRADE BEAMAND PIER C.L.

EL. - SEE PLAN


SCHED

COLUMN BRG. EL.

8"3'

- 0"

REINF.SEE SCHED.

#4(2-0/2-0) @ 18+ 2 #4 CONT



EQ EQ

7 3/8" 7 3/8"

TYP.

2 5/

8"

SEE PLAN SEE PLAN

1' - 4"

1' -

0"2'

- 8"

#4(2-0/2-0) @ 12"

REINF SEE SCHED2 #6 T & B+ #3 ST @ 12"TYP. AROUND3 SIDES OFPORCH

#5 @ 12" O.C. E.W.T&B

1' - 0"

SAWJOINT

SEE CIVIL FORSITE PAVING

15 MIL POLYETHYLENEBOND BREAKER BTWNSLAB AND PAVING

5/8" DIA. SMOOTHDOWELS @ 12" O.C.W/ EXPOSED ENDWRAPPED ANDGREASED

1 1/

2" C

LR.

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

5"

2' -

0"



#4(2-0/2-0) @ 12"+ #4 CONT.

3/4"

CLR

.

T & B SLAB REINF. - SEE PLAN.RESPACE TO FIT BETWEENPIPE SLEEVES, DO NOT CUT.

#4 CONT.

3 #5 @ 4" O.C. BOT.CONT. BETWEENPIER GRID, TYP. @EA. SIDE OF PIPESLEEVES

PIPE SLEEVE AT SLAB-ON-VOID

2' - 0" MIN.

MAT

CH

EXI

STIN

G8'

-0" M

IN.

REINF.:6 #6 VERT. w/#3 TIES @ 12" O.C.

POLE, BASE PLATE,ANCHOR BOLTS &COVER BY POLE MAN'F.

SEE 2/S03-01FOR ADDITIONALINFORMATION

3/4" CHAMFER

GROUND ORSITE PAVING

BASED ON 30'-0"TALL POLE

CONCRETE CLASS BSEE GENERAL NOTES

3 #3 TIES @ 2" O.C.AT TOP

4" MIN.

RUBBED FINISH@ EXPOSEDCONCRETE

3" CLR.

LIGHT POLE BASE DETAIL

4"2

1/2"

2 3/4"2 3/4"

1 3/4"1 3/4"

3"1

1/2"

EMBED PL.3/8"x5 1/2"x6" W/(4) - 1/2" DIA. HSA x 0'-3" ORPOST INSTALLED PL.3/8"x5 1/2"x6 1/2"W/ (4) - 1/2" DIA. ANCHOR BOLTS.DRILL AND EPOXY 3" INTO SLAB

CENTER EMBED AND CHANNELON WALL C.L.

C4x5.4 @ 7'-9" O.C. MAX.AND AT EACH ENDSEE ELEVATIONS FORLOCATIONS

NOTE: PROVIDE CONT. METAL STUDSILL EXTENDING BTWN CHANNELSAND COLUMNSPLAN VIEW

3/16

4"

SEEARCH.

ELEVATION

2' - 0"

8"2'

- 10

"

3 #8 T & B+ #4 ST @ 12"

#4 (1-6/1-8/1-6) @ 18"+ 2 #4 CONT


12" CMU WALL

TYP.

2 5/

8"

6 3/8" 6"

10' -

0" M

AX.

3' -

0"

1' - 8"

6"

TEMPLATETIES

REINF.SEE SCHED.

4 #7(1-2/6-10)IN 7"x7" PATTERN

BB-1 CONT.

8" CMU WALLPER SCHED.


#5 DOWELS TOMATCH VERT .CMU WALLREINF.

EQEQ

135° HOOKS

BB-1 CONT. @ 4'-8"ABOVE TOP OFGRADE BEAM


2' -

0"

1' - 4"1' - 4"

1' - 6"

2" E.J.

6"

NOTCH FOR E.J. COVERSEE ARCHL.

8"2'

- 4"


REINF SEESCHED.

REINF SEESCHED

#4(2-0/2-0) @ 12" O.C.+ #4 CONT., TYP.


1' - 4" 1' - 4"

8"2'

- 4"

3' -

0"SE

E PL

AN #4(2-0/2-0) @ 12" O.C.+ #4 CONT., TYP.

8" CMUSOLID GROUTFIRE WALL,SEE ARCHL.

#5 DOWELS TOMATCH VERT.WALL REINF.

2' -

0"


1' - 6"

2" E.J.

6"

REINF. SEESCHED.


REINF. SEESCHED.


1' - 4" 1' - 4"

8"2'

- 4"

3' -

0"8"

#4(2-0/2-0) @ 12" O.C.+ #4 CONT., TYP.

FIRE DOORFRAME BEYONDSEE ARCHL.

1' - 6"

2" E.J.

6" NOTCH FOR E.J.COVER, SEE ARCHL.


REINF. SEESCHED.


REINF. SEESCHED.


2' - 8"

1' -

0"2'

- 8"

#4(2-0/2-0) @ 12"

REINF.SEE SCHED.

2 #6 T & B+ #3 ST @ 12"TYP. AROUND3 SIDES OFPORCH

#5 @ 12" O.C. E.W.T & B

1' - 0"

SAWJOINT


15 MIL POLYETHYLENEBOND BREAKER BTWNSLAB AND PAVING

5/8" DIA. SMOOTHDOWELS @ 12" O.C.W/ EXPOSED ENDWRAPPED ANDGREASED

1 1/

2" C

LR.

4' - 0"

5"

2' -

0"

T.O.P. EL.SEE PLAN

T.O.P. EL.SEE PLAN

1' - 0"

#4(2-0/2-0) @ 12"

1' - 4"

8"3'

- 0"

#4(2-0/2-0) @ 12" O.C.+ #4 CONT.

REINF. SEESCHED.



STORE FRONTSEE ARCHL.

1' - 4"

8"3'

- 0"

#4(2-0/2-0) @ 12" O.C.+ #4 CONT.,

REINF. SEESCHED.



STORE FRONTSEE ARCHL.VARIES

SEE ARCHL.

2' - 8"

8"3'

- 0"

#4(2-0/2-0) @ 12" O.C.+ #4 CONT.

REINF. SEESCHED.


2 5/

8"

6" METAL STUDSBY CFS MFR7 3/8"


2' - 8"

8"3'

- 0"

#4(2-0/2-0) @ 12" O.C.+ #4 CONT.

REINF. SEESCHED.


VARIESSEE ARCHL

C4x5.4 @6'-0" O.C. MAX. SPA.@ WINDOWS WIDER THAN 8'-0"INFILL W/ 6" METAL STUDS BYCFS MFR.

EMBED PL.3/8"x8"x0'-8"W/ 4 1/2" DIA. x 0'-6" HSA.@ 4"GA.

3/16

STORE FRONTWINDOWSEE ARCHL.

METAL PANELCLADDINGSEE ARCHL.


1' -

4"1'

- 10

"1'

- 6"

SCHED. GRADEBEAM REINF.

SCHED. GRADEBEAM REINF.

PIER BELOW

1' - 6"

1' - 2"

2' -

11"

1' -

4"

32" W x 36" DPILASTER W/6 #7 T & B+ #4 ST @ 6" O.C.

#4(2-0/2-0) @ 12" O.C.+ #4 CONT.

REINF. SEESCHED.


C4x5.4 @4'-0" OC MAX SPA.@ BRICK SILLS UNDER WINDOWSWIDER THAN 8'-0"INFILL W/6" METAL STUDS BY CFS MFR.

EMBED PL.3/8"x8"x0'-8"W/ 4 1/2" DIA. x 0'-6" HSA.@ 4"GA.

3/16

STORE FRONTSEE ARCHL

FACE OF BRICKCLADDINGSEE ARCHL


1' - 4"

8"3'

- 0"

2 5/

8"

7 3/8" 2"

8" 6" 1' - 2"

2' - 4"

6"

5 #5 VERT.#4 TIES @ 6"

ROOF DRAINSEE PLAN

CONT. GRADEBEAM REINF.THRU PILASTER

CHAMFER EDGEOF PILASTER

OVERFLOW DRAINSEE PLUMB.

ROOF DRAIN TO BEADJUSTED IN FIELDAS REQD. TO CLEARDRILLED PIER BELOW

SEE 3/S03-01 FORINFO NOT SHOWN

1' -

2"




DATEJOB

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ISSUES


Dallas, TX 75202T: 214.748.2000 F: 214.653.8281

14246

5/15

/201

5 3:

32:3

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S03

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C O R G A N

3/4" = 1'-0"

1

3/4" = 1'-0"

2

3/4" = 1'-0"

3

3/4" = 1'-0"

5

3/4" = 1'-0"

8


7


12303 3/4" = 1'-0"

16

3/4" = 1'-0"

11

3/4" = 1'-0"

20 DUMPSTER SCREEN WALL

3/4" = 1'-0"

9 3/4" = 1'-0"

13

3/4" = 1'-0"

14

3/4" = 1'-0"

17

3/4" = 1'-0"

10

3/4" = 1'-0"

15

3/4" = 1'-0"

18 3/4" = 1'-0"

22

3/4" = 1'-0"

23

3/4" = 1'-0"

24

3/4" = 1'-0"

6 1


2' -

4"2'

- 0"

1' - 8"

6"

10"

8' - 0"

10"

6"

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

P2 PIER - CONT VERTREINF UP INTO BEAM4 TIES 4" OC @ TOP

3#7 CONT T & B+ #4 ST @ 12" OCw/ 135° HOOKS

BB-1 CONT.

REINF & GROUT EACH CELL#5 VERT.

ELEVATION SECTION

CONTRACTOR COORDINATETOP OF GRADE BEAMS AND PIERSWITH CIVIL ELEVATIONS

4 #6(1-0/6-0)HOOKED DWLSFROM PIER, TYP.

4"

MARQUEE SIGNBY SIGN MFR.

FACE OF BRICKCLADDINGSEE ARCHL.

2 #5 VERT.

FORM FACE OFCMU PILASTER

2 #5VERT.

TYP.2" CLR.

2' -

0"

BB-1 CONT.


#5(3-6) DWLS @ 8" O.C.

8"3'

- 0"

2 5/

8"

6" METAL STUDSBY CFS MFR

7 3/8"


1' - 4"

SEE 1/S03-04 FORINFO. NOT SHOWN

FACEOF BRICKCLADDINGSEE ARCHL TYP

LIGHT GAGE BOX HEADERSPAN TO REINFORCED JAMBFRAMING BY CFS MFR @WINDOWS LESS THAN 8' - 0" WIDE

LOOSE LINTELPER SCHEDSEE 17/S04-01

WINDOW HEADSEE ARCHL.TYP.

WINDOW SILLSUPPORT BY CFS MFR.

LIGHT GAGE BOX HEADERSPAN TO REINFORCEDJAMB FRAMING BY CFSMFR @ WINDOWSLESS THAN 8'-0" WIDE

1' -

0"

EQ 2' - 0" 1' - 0" 2' - 0" 1' - 0" 2' - 0" 1' - 0" 2' - 0" 1' - 0" 2' - 0" 1' - 0" 2' - 0" 1' - 0" 2' - 0" 1' - 0" 2' - 0" 1' - 0" 2' - 0" 1' - 0" 2' - 0" EQ

9

S03-0513

S03-05

C.L. PIERSEE PLAN

C.L. PIERSEE PLAN

C.L. PIERSEE PLAN

ALUMINUM SIGNSEE ARCHL.

1/2" MIN.

1/2"

MI.

FABRICATE RADIUS CUTS OFALUMINUM PLATE & WIDTH TO FITWITHIN CONSTRUCTION TOLERANCES

1'-0" D x 2'-0" L x MINIMUM WIDTH (3/4" MAX.)SLOTS TO GROUT SIGN, TYPICAL

1' - 0"

2' -

0"

MIN

1' -

0"

4 #6 CONT. T & B+ 3 #5 CONT EF+ #4 ST @6" O.C.

3" CLR TYP

PREMOLDED CHAMFEREDCONTROL JOINTS SPACEDPER ARCHL NOT TO EXCEED4' - 0" OC

CL PIER

1' - 0"

1' -

3"

FINISH GRADESEE CIVIL

TOC ELSEE ARCH'L & CIVIL

TO PIER ELSEE PLAN

LAP

SPLI

CE

48 d

b

6" 1' - 6"

2' -

0"

#4 ST @ 6" O.C.@ SLOT FOR SIGN

MIN

1' -

0"

#4 HOOKED BAR@ 6" O.C. @ SLOTFOR SIGN

PREP SIGNSURFACETO BOND W/GROUT

ALUMINUMSIGN SEE ARCHL

1' -

6"1'

- 0"


1'-0" D x 2'-0" Lx MINIMUM WIDTHREQD. TO GROUT SIGN3/4" MAX.

#4 ST @ 6" O.C.PER 9/S03-05BTWN SLOT FOR SIGN(2 MIN)

SEAL JOINT ALLROUND PER ARCHL

CL PIER

FINISH GRADESEE CIVIL

LAP

SPLI

CE

48 d

b

TO PIER ELSEE PLAN

TOC ELSEE ARCH'L & CIVIL

2' - 0"

10"

2' -

10"


REINF. SEE SCHED.

EQ EQ

EL. - SEE PLAN

OVERHEAD COILINGDOOR FRAMINGSEE ARCH'L

L 3 x 3 x 1/4 CONT. W/1/2" DIA x 0'-4" HSA @12" O.C. (GALV.)

TOC EL. SLOPESSEE PLAN


#4(2-0/2-0) @ 12"+ #4 CONT.

#5(5-0) DOWELSMATCH SPACINGOF WALL VERT.REINF.

REINF. SEESCHED.

2' - 0"

8"3'

- 0"



2' -

0"


#4(2-0/2-0) @ 12"ALT. DIRECTION+ #4 CONT.

#5(5-0) DOWELSMATCH SPACINGOF WALL VERT. REINF.

REINF.SEE SCHED.

1' - 8"

8"3'

- 0"


2' -

0"


6 3/8"

2' - 0"

8"3'

- 0"


#4(2-0/2-0) @ 12"+ #4 CONT.

#5 DOWELS TO MATCHSPACING OF WALL REINF.

FACE OF BRICKSEE ARCHL.



REINF.SEE SCHED.

2' -

0"2

5/8"

6 3/8"

1' - 8"

8"3'

- 0"


#4(2-0/2-0) @ 12"+ #4 CONT.

#5 DOWELS TO MATCHSPACING OF WALL REINF.




REINF.SEE SCHED.

2' -

0"2

5/8"

8"3'

- 0"

2"

CLASS B LAP SPLICESCHED BEAM TOP REINF.

T.O.C. SCREENWALL BEAM

3' -

0"

GYM FLOORT.O.C. EL. -SEE PLAN

REINFSEE SCHED

SCHED. BEAMBOT. REINF.

ADD SPLICE BARS TOMATCH SIZE &QUANTIY OF SCHEDBEAM TOP BARS

STIRRUP SPACING

1/2 SCHED. BEAM SCHED.ST. SPA.

SCREEN WALLNOT SHOWNFOR CLARITY




DATEJOB

SHEET

ISSUES


Dallas, TX 75202T: 214.748.2000 F: 214.653.8281

14246

5/15

/201

5 3:

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C O R G A N

1/2" = 1'-0"

5 MARQUEE SIGN

3/4" = 1'-0"

3

3/8" = 1'-0"

10 ENTRY SIGN ELEVATION

3/4" = 1'-0"

9 3/4" = 1'-0"

13

3/4" = 1'-0"

7

3/4" = 1'-0"

8 3/4" = 1'-0"

12

3/4" = 1'-0"

11 3/4" = 1'-0"

15

3/4" = 1'-0"

16

1

1

1


B9

BL

42' - 8"

15' -

6"

4' -

0"7'

- 6"

4' -

0"

16' - 4" 2' - 6" 5' - 0" 2' - 6" 16' - 4"

2' -

0"21

' - 6

"17

' - 6

"3'

- 10

"

2' -

0"11

' - 4

1/2

" 2' -

0"

16' - 11" 22' - 0" 20' - 10" 22' - 0" 2' - 0"

2' - 0" 2' - 0" 2' - 0" 2' - 0" 2' - 0" 2' - 0" 2' - 0"

2' -

0"21

' - 6

"12

' - 5

1/2

"2'

- 0"

8"2'

- 0"

2' -

0"

2' -

0"2'

- 0"

2' -

0"

2' - 0" 2' - 0"

2' -

0"

2' - 0" 2' - 0"

10' - 5" 10' - 5"

2' -

0"2'

- 0"

2' - 0" 2' - 0"

95' - 6"P6

95' - 0"P4 95' - 0"

P4

95' - 0"P4

95' - 0"P4

95' - 0"P4

95' - 0"P4

95' - 0"P4

95' - 0"P4

TOC 101' - 4 1/8"

TOC 101' - 3 1/8"

TOC 101' - 1 1/2"

TOC 101' - 0 1/2"

TOC 101' - 7 5/8"

TOC 102' - 2 1/2" TOC 102' - 2 1/2"

TOC 101' - 3 3/4"04

S03-12

04

S03-12

02

S03-12

02

S03-12

03

S03-12TYP

05

S03-12

TYP

07

S03-12

07

S03-12

08

S03-12COURTYARDCANOPY COLUMNSSEE MFR. (5 TOTAL)

SEE CIVIL FORCOURTYARD STEPSAND FLATWORK

06

S03-12

TYP. @CANOPYCOLUMNS(5 TOTAL)

96' - 4"P1

96' - 4"P1

96' - 4"P1

96' - 4"P1

96' - 4"P1

96' - 4"P1

2' -

0"2'

- 0"

2' -

0"2'

- 0"

2' - 0" 19' - 4" 19' - 4" 2' - 0"

4"VA

RIE

S

MIN

.

8"2'

- 0"

8" 8"


CLR3"

CLR3"

FINISHGRADE EL. -SEE CIVIL

GEOFOAM RIGIDINSULATION,SEE GENERAL NOTES

PREMOLDEDCHAMFEREDCONTROL JOINTSSPACED PER ARCHL.NOT TO EXCEED4'-0" O.C.

4 #7 CONT. T & B+ #4 @ 12" O.C.

#4 VERT.

@ 12" O.C.0-8

T.O. PIER EL. -SEE PLAN

2" C

LR

3 #4 CONT.

#4 @ 12" O.C. HORIZ.(2 MIN. EA. FACE)

#4(2-6/2-0) @ 12" O.C.

2' - 6"

CL PIER

LAP

SPLI

CE

48 d

b

STD ACI HOOK

6"

DOWELS TO MATCH SIZE& SPACING OF PIER REINF

4"VA

RIE

S

MIN

.

8"2'

- 0"

8" 8"


CLR3"

CLR3"

FINISHGRADE EL. -SEE CIVIL



7 #7 CONT. T & B+ #4 @ 12" O.C.(4 LEGS)

#4 VERT.

@ 12" O.C.0-8


2" C

LR

4 #4 CONT.

#4 @ 12" O.C. HORIZ.(2 MIN. EA. FACE)

#4(2-6/2-6) @ 12" O.C.

4' - 0"

LAP

SPLI

CE

48 d

b

6"

STD ACI HOOK

DOWELS TO MATCH SIZE& SPACING OF PIER REINF

2' - 0" 2' - 0"

C.L. PIER & PILASTER

C.L

. PIE

R &

PIL

ASTE

R

2"

2' -

0"2'

- 0"

2"C

ON

T. G

RAD

E BE

AMST

IRR

UP

SPAC

ING

CO

NT.

GR

ADE

BEAM

STIR

RU

P SP

ACIN

G #4 TIES @ 6" O.C.

4 #8 VERT.

EDGE OFFOOTINGABOVE

CONT. GRADE BEAMREINF. THRU PILASTER

DRILLED PIERBELOW

5 #8 T & B@ 6" O.C.

2' - 0" 2' - 0"

2"C.L. PIER & PILASTER

C.L

. PIE

R &

PIL

ASTE

R

2"

2' -

0"2'

- 0"

CO

NT.

GR

ADE

BEAM

STIR

RU

P SP

ACIN

G

CONT. GRADE BEAMSTIRRUP SPACING

#4 TIES @ 6" O.C.4 #8 VERT.

EDGE OF FOOTINGABOVE. TYP.

CONT. GRADE BEAMREINF. THRU PILASTER

DRILLED PIERBELOW

5 #8T & B@ 6" O.C.EA. WAY

4"VA

RIE

S

FOO

TIN

G

1' -

4"

GR

ADE

BEAM

3' -

0"

1/2" 4' - 0"

8" 1' - 0"

BASE PLATE &ANCHOR RODBY CANOPY MFR


CONT FTGREINF SEE 10/S05-09

DOWELS TO MATCHVERT PIER REINF.SIZE & SPACING W/STD ACI HOOK

CANOPY COLUMNBY MFR


PILASTER TIES

6"

T & B PILASTERBARS

ADD. VERT. BARS

48 d

b LA

P SP

LIC

E4"

VAR

IES

FOO

TIN

G

1' -

4"

GR

ADE

BEAM

3' -

0"

GRADE BEAM

2' - 0"

1/2" 4' - 0"

8" 1' - 0"

4 #8 CONT. T & B3 #5 MID. E.F.+ #4 ST @ 12" O.C.

#4 @ 12" O.C.

4 #5 CONT. T & B

#4 T & B@ 12" O.C.

#4(2-6/2-0) @ 12" O.C.+ #4 CONT.



ALUMINUM SKATEBOARD GUARDSSEE ARCH'L

2 #4 @ 12" OC HORIZ.(2 MIN. EA. FACE)

#4 @ 12" O.C. HORIZ.(2 MIN)

#4 VERT. AT 12" OC

0-8

#4(2-6/2-0) @ 12" O.C.+ 2 #4 CONT.

CABLE RAIL POSTSEE ARCHL.

#4 @ 12" O.C.VERT.

#4 @ 12 OC

4 #4 CONT.

8 3/

4"

SITE FLATWORKSEE CIVIL

4 #5 CONT.

MIN8"

1' -

4"SEE 07/S03-12 FORADDITIONAL INFO.

1' - 0"

2' - 11"

MIN.4"

CABLE RAILSEE ARCHL.

BASE PLATE &ANCHOR RODBY CANOPY MFR

DOWELS TO MATCHVERT PIER REINF.SIZE & SPACING W/STD ACI HOOK

T & B PILASTERBARS

48 d

b LA

P SP

LIC

E

3' -

0"VA

RIE

S


PAVING AND FINISHGRADE - SEE CIVIL




DATEJOB

SHEET

ISSUES


Dallas, TX 75202T: 214.748.2000 F: 214.653.8281

14246

5/15

/201

5 3:

32:4

3 P

M

S03-12

COURTYARDFOUNDATIONPLAN ANDDETAILS

05/11/201514216.0000

S03

-12

CO

UR

TY

AR

D F

OU

ND

AT

ION

PLA

N A

ND

DE

TA

ILS


EX

IST

ING

WO

RK

MA

N J

UN

IOR

HS

NO

RT

H F

IELD

SIT

E: 7

01E

AS

T A

RB

RO

OK

BO

ULE

VA

RD

, AR

LIN

GT

ON

, TX

760

14

C O R G A N

1/8" = 1'-0"

01 COURTYARD FOUNDATION PLAN

3/4" = 1'-0"

02 3/4" = 1'-0"

04

3/4" = 1'-0"

03 3/4" = 1'-0"

05

3/4" = 1'-0"

06

3/4" = 1'-0"

07

3/4" = 1'-0"

08

1

1

1

3/4" = 1'-0"

9

1

1

1

1

1

1

1


BF.1BF

BF.1BF

L5x3x5/16 (LLV) CONT.w/ 5/8" DIA. ANCHORBOLTS @ 32" O.C.

BB-1 CONT.

BB-1 CONT.

JOIST CONN. PER 7/S04-01

GR

OU

T SO

LID


BB-1 CONT.

BB-1 CONT.

8" CMU

GR

OU

T SO

LID

BB-1 CONT.

EMBED - SEE 7/S04-01

CUT BLOCKAS NEEDED

2 #4 CONT.

JOISTBEYOND

PROVIDE SHEAR COLLECTORSIZE PER __/S05-02 WHERE NOTEDON PLAN, WELD TO ROOF DECK ASTYPICAL SUPPORT CONDITIONTUBE IS DISCONT. AT JOIST SEATS

L5x5x5/16 CONT.w/ 5/8" DIA. ANCHORBOLTS @ 32" O.C.

BB-2 CONT.

BB-2 CONT.

JOIST BRG.CONN.PER 7/S04-01

TOS EL. -SEE PLAN GC COORD. PIPE

LOCATIONS WITHPLUMBING TO BEABOVE BOT. CHORD

P PDESIGN JOIST FOR ADDNL.CONCENTRATED LOAD P-SEE PLAN FOR LOADING

GR

OU

T SO

LID


BB-2 CONT.

BB-4 CONT.STEP AS REQD.

TOS EL. -SEE PLAN

GR

OU

T SO

LID


BB-2 CONT.JOIST CONN.PER 7/S04-01

12" CMU WALL

TOS EL. -SEE PLAN

GR

OU

T SO

LID


GR

OU

T SO

LID



12" CMU WALL

TOS EL. -SEE PLAN


HSS2 1/2x2 1/2x1/4CONT.

CUT CMU BLOCKAS REQD.

BB-1 CONT.

2 #4 CONT.

E1 @ 32" O.C.

WELD TO DECK AS TYPICALSUPPORT CONDITION - SEEGENERAL NOTES. 2-12

2-12

BB2 ABOVE AND BELOWACOUSTIC PANEL - PROVIDE4'-0" SPLICE @ HORIZ. REINF.

SEE

WAL

L EL

EVAT

ION

ACO

UST

IC B

LOC

K

EXTERIOR BRICK -WHERE APPLICABLE

SPLI

CE

LEN

GTH

, TYP

.

SEE

GEN

. NO

TES

FOR

ACOUSTIC BLOCK - SEE ELEVATION FOR DIMS.

ACOUSTIC BLOCK WITH 8" CMUCELL FULLY GROUTED & REINF.w/ #5 VERT @ EA. END & 32" O.C.MAX

EXTERIOR BRICK WALL - WHEREAPPLICABLE. SEE ARCH.

GROUT AND REINF. PER CMU WALL ELEVATIONS AND SCHEDULE

NOTES:1. SEE GEN. NOTES FOR ADDNL. INFORMATION2. SEE TYPICAL DETAILS FOR PLACEMENT OF REINFORCING & ADDNL. REQUIREMENTS.3. SEE ARCH FOR INFORMATION ABOUT ACOUSTIC BLOCK.

SOLI

D G

RO

UT

2' -

0"

SOLID GROUT

2' - 0"

7 #5 VERT.

TYPICAL SCHED.VERT. WALL REINF.

#3(1-6/1-6)TYPICAL CORNERBAR @ 16" O.C.

SOLI

D G

RO

UT

2' -

0"

SOLID GROUT

2' - 0"

7 #5 VERT.

TYPICAL SCHED.VERT. WALL REINF.

#3(1-6/1-6)TYPICAL CORNERBAR @ 16" O.C.

MIN.

2' - 0"

MIN.

2' - 0"TYP. SCHED.VERT. WALLREINF.

WP4#3 TIES @ 16" O.C.

C.L. PIER -SEE PLAN2 #5 VERT.

EA. CELL(12 TOTAL)FULL WALL HT.

SOLID GROUTWALL PIERFULL WALL HT.

MIN.

2' - 0"

MIN.

2' - 0"

TYP. SCHED.VERT. WALLREINF. WP4A

C.L. PIER -SEE PLAN1 #5 VERT.

EA. CELL(6 TOTAL)FULL WALL HT.


4' -

0"

4' - 0"

4' -

0"

4' - 0"

WP4C

#3(2-6/2-6)CORNER BARS@ 16" O.C.

#3(2-6/2-6)CORNER BARS@ 16" O.C.



FACE OF WALLOPENING BELOW

FACE OF WALLOPENING BELOW

TYP. SCHED.VERT. WALLREINF. ABOVEOPNG. BELOW

2 #5 VERT. EA. CELL(19 TOTAL) FULL WALL HT.

2 #5 VERT. EA. CELL(19 TOTAL) FULL WALL HT.

#3 TIES @ 16" O.C.

#3 TIES @ 16" O.C.

TYP. SCHED.VERT. WALLREINF. ABOVEOPNG. BELOW

CAN

OPY

SOLI

D G

RO

UT

@

BB-1CONT.

BB-1CONT.

L3x3x1/4 CONT.(GALV)

1 1/2 " METALROOF DECK

CANOPYFASCIA &SOFFITSEE ARCHL

3/16

HSS 5x5 (GALV.)SEE PLAN

1" JOINTBETWEENBRICK &HSS 5x5

1/4

3/16

PL.1/2"x13"x13" (GALV)W/ (4) 3/4" DIA. EPOXYANCHORS @ 9" GA.W/ 6" EMBED.

BB-1 CONT.

BB-1CONT.


PLAN VIEW

VERT. REINF., TIESAND CORNER BARSPER 15/S04-02

BENT PL.3/8"x8"x12"x1'-4"W/ (4) 3/4" DIA. x 0'-6" HSA

6"

3"

C.L. WF BEAM

PLAN

SEE

SEE 16/S04-01FOR BEAM TOEMBED DETAIL

PLAN VIEW

VERT. REINF., TIESAND CORNER BARSPER 15/S04-02

BENT PL.3/8"x8"x12"x2'-8"W/ 4 ROWS OF 2 #6(4-0) A706+ (4) 3/4" DIA. x 0'-6" HSA

6"

3"

C.L. WF BEAM

PLAN

SEE

SEE 22/S04-02FOR BEAM TOEMBED DETAIL

BOND BEAMPER 21/S04-02

4 1/2"

3"

4 1/2"


BB-2 CONT.


TOS EL. -VARIESSEE PLAN

GR

OU

T SO

LID

5"8"

8"8"

3"

4"8"

8"8"

4"

BON

D B

EAM

DEP

TH

T.O.S. EL. -SEE PLAN

3" 6"

3"1

1/2"

1 1/

2"3"

1/2" BENT PL.

C.L

. WF

BEAM

8 #6(4-0) A7061/2

TYP

1' - 6"

2" E.J.

6"

8" CMU SOLID GROUTFIREWALL, SEE ARCHL.

FIRE DOOR FRAMESEE ARCHL.

BOND BEAM PERSCHEDULE

BB-1 CONT.

10"

BENT PL.3/16"x3"x9" CONT.

L5x3x1/4 CONT.

3/16TYP

SEE 21/S05-01@ EA JOIST TYP.

PL 3/16"x8" CONT.W/ 5" HORIZ @ 2'-0" OC.W/ 3/4" DIA A325N BOLTFINGER TIGHTEN NUT,LOOSEN 1/2 TURN, ANDTACK WELD NUT TO BOLT

4 1/2" 3 1/2"

ZINC ALLOY ORALUMINUM BREAKAWAY FIREWALL ANCHORS

1' - 6"

2" E.J.

6"


BB-1 CONT.

10"

BENT PL.3/16"x3"x9" CONT.

L5x3x1/4 CONT.

3/16TYP

SEE 23/S04-02

SEE 21/S05-01 @ EA JOISTTYP.

3/16 2-12

L6x6x5/16x0'-8" W/3/4" DIA. EPOXY ANCHORW/ 6" EMBED @ TOP OFPOST AND MIDHEIGHT

3/16 2-12

8" CMU WALL

SEE ARCHL.FOR GATE

HSS POSTSEE ARCHL.

FACE OF BRICKCLADDING,SEE ARCHL.




DATEJOB

SHEET

ISSUES


Dallas, TX 75202T: 214.748.2000 F: 214.653.8281

14246

5/15

/201

5 3:

32:4

9 P

M

S04-02

MASONRYDETAILS

05/11/201514216.0000

S04

-02

MA

SO

NR

Y D

ET

AIL

S


EX

IST

ING

WO

RK

MA

N J

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IOR

HS

NO

RT

H F

IELD

SIT

E: 7

01E

AS

T A

RB

RO

OK

BO

ULE

VA

RD

, AR

LIN

GT

ON

, TX

760

14

C O R G A N

3/4" = 1'-0"

1

3/4" = 1'-0"

2

3/4" = 1'-0"

3

3/4" = 1'-0"

5

3/4" = 1'-0"

6

3/4" = 1'-0"

7

3/4" = 1'-0"

8

3/4" = 1'-0"

9

3/4" = 1'-0"

11

3/4" = 1'-0"

16

3/4" = 1'-0"

13 TYPICAL 12" CMU CORNER DETAIL

3/4" = 1'-0"

20

3/4" = 1'-0"

15

3/4" = 1'-0"

17

3/4" = 1'-0"

18

3/4" = 1'-0"

19

3/4" = 1'-0"

21

3/4" = 1'-0"

22

3/4" = 1'-0"

23

3/4" = 1'-0"

24

3/4" = 1'-0"

10

1

1


BA AK

AB

AB

AG

AG

BL

BF.1BF

B8

B9

BENT PL.5/16"x6 1/2"x3" (LLV) CONT.W/ 1/2" DIA. x 2'-6" DBA @ 16" O.C.

FACE OF BRICKVENEER,SEE ARCHL.


VERT. SLIDE CLIP@ EA. CFS MEMBER

4 5/8"

4"

1" 6 1/

2"

3/16 2-12

3/16 2-12


VERT. SLIDE CLIPBY CFS MFR.

CONN. TO COLUMNPER _______

4 5/8"


1"

5 1/2"


BENT PL.5/16"x6 1/2"x11" CONT.W/ 1/2" DIA. x 3'-0" DBA @ 16" O.C.


L3x3x1/4 CONT.

3/16 2-12

6 1/

2"

T.O.S. EL. - VARIESSEE PLAN

METAL PANELCLADDING,SEE ARCHL.

L6x6x3/8T & B, TYP.

PL.-1/4" STIFFENER@ COLUMN WEBCENTERLINE

5/16

5/16 4" MIN.

TYP.TOHSS

5/16

TYP.TOHSS

MIN.5"




VERT. SLIDE CLIP@ EA. CFS MEMBER

4 5/8"

4"

1" 6 1/

2"

4"BENT PL. 5/16"x6 1/2"x3" (LLV) CONT.W/ 1/2" DIA. x 2'-6" DBA @ 16" O.C.

WINDOW WALLSEE ARCHL.

LATERAL CONN.@ FLOOR LEVELBY WINDOW WALLMFR.

CLR

.1"

1' - 6"

2" E.J.

6"

NOTCH FOR E.J.COVER, SEE ARCHL.

6 1/

2"


BENT PL.5/16" x h x 0'-5" CONT.W/ #4(2-6) A706 GR60BEND AS SHOWN

h

3/16 2-12

3/16 2-12BENT PL.3/8" x h x 1'-5" CONT.W/ #4(3-6) A706 GR60BEND AS SHOWN

1"

3"

5" 5"

1"

3/8TYP

STAIR STRINGER -SEE PLAN

1/4" BENT PL. CONT.W/ #4(2-0) DBA @ 12" O.C.SEE ________

SEE PLAN

MC9X23.9 x AS REQD.@ EA. STRINGER

6 1/

2"

STAIR STRINGERSEE PLAN

L3 1/2x3 1/2x1/4CONT., TYP.

L3X3X1/4 @ EA.SIDE OF BEAM

C6X8.2 @ EA.STRINGER

DECK TYPE FASEE GENERALNOTES

PL-1/2"x3" VERT. RAILING-SEE ARCH.WELD TO BENT PLATESEE GENERAL NOTES FOR EXPOSEDSTRUCTURAL STEEL FRAMING

SEE PLAN

L3x3x3/16 W/1/4" PL. @8'-0" O.C.

L3x3x3/16 CONT.

GRAVITYCONNECTION

3/8" STIFF. PL.@ 8'-0" O.C.

3/8" BENT PL. W/#4(3-0) DBA @ 18" O.C.

2"

TOS 114' - 5 3/4"

11 1/8"1 5/8"


FACE OF METALCLADDINGSEE ARCHL.

HSS12x6 BEAMSEE PLAN


WINDOW WALLSEE ARCHL.TYP.


3"

L5x3x1/4 (LLH)CONT. (GALV)

3/16 2-12TYP


T.O.C. EL. - SEE PLAN


HSS8x6SEE PLAN

1/4

1"

3/16

L3x3x1/4CONT.(GALV.)

PL 3/16"(GALV.)

CANOPYFASCIA &SOFFITSEE ARCH


L3x3x1/4CONT.(GALV.)

3/16

PL3/8"x6"x8" (GALV.)

HSS5x5 (GALV.)SEE PLAN

T.O.S. EL.-SEE PLAN

1"

3/16

3/16



5"




1/4

1"

HSS6x6x1/4CONT.

L5x3x1/4 CONT.(GALV.)

3/16 2-12

3/16 2-12

SEE 9/S05-04FOR ADD'L INFO

1"

TOS EL SEE PLAN

11"

3/16 2-12

3/16 2-12

1"



HSS8x6 HORIZ.

HSS6x6 VERT.SEE PLAN

L3x3x1/4x0'-6"TYP.

3/16

3/16

1"

L8x6x1/2x0'-6" EA. SIDEOF VERT. HSS6x6 W/(2) - 3/4" DIA. A325 THRUBOLTS, PROVIDE VERT.SLOT IN HSS6x6 VERT.

2"3"

2"

3"3"

3/16

1"

1" J

OIN

T



SEE 1/S05-04 FORADDITIONAL INFO.

SCHED. COLUMN

HSS6x6 HORIZ.ABOVE WINDOW

L6x4x5/16x0'-6" (LLH)TYP.

HSS6x6 HORIZ.BELOW WINDOW


3/16TYP

3/16TYP

3/16TYP

WINDOW,SEE ARCHL.





WINDOW,SEE ARCHL.

BEAM BEYOND

L6x4x5/16x0'-6"W/ 2" VERT. SLOT

3"3"

3"3"

3/4" DIA. A36 WELDEDTHREADED STUD

L6x4x5/16x1'-2" (LLV)W/ 2" VERT. SLOT

L3x3x1/4x0'-6", TYP.


3/16TYP

3/16TYP

3/16TYP



4"




1"

6" 5"

3' -

6"

5' - 6"

W16 BEAM BEYOND

CAP PL.3/8"x6"x1'-0"

1/4

1/4

1/4" STIFF.PL.

HSS3x3x3/16 BRACE @HSS VERT. HANGERSEE PLAN FOR LOCATION.SLOT TUBE @ ENDS FORCONN.

1/4

L6x6x5/16, SPANBTWN BEAMS,WELD TO UNDERSIDEOF BEAM TOP FLANGE

1"

3/16TYP

1/4" END PL.

(2) L2x2x1/4x1'-4"ONE EA. SIDE OF HSS

3/16

1/4

HSS6x3x3/16 VERT.HANGER

6 1/

2"

SEE 17/S05-04FOR ADDL. INFO.

11"

1"


PL.1/4", TYP.



4"




1" 6 1/

2"

1"

HSS4x4x1/4 CONT.

L5x3x1/4x0'-5"@ EA. C4 VERT.

3/16 2-12

L5x5x1/4 CONT.

3/16 2-12

3/16

3/16

C6x8.2 VERT. @6'-0" O.C. MAX. SPA.INFILL W/ 6" METALSTUDS BY CFS MFR.

11"

1"


PL.3/8"x6"x8" (GALV.)




PL.3/16" (GALV.)

CANOPYFASCIA &SOFFITSEE ARCHL.

3/16

3/16

3/16

1/4

3/16

3/16





WINDOW,SEE ARCHL.

4' - 0"

4' -

0"

2"6

1/2"

L3x3x1/4 BRACE

WF BEAMBEYOND



JOIN

T1/

2"

L6x4x5/16 (LLH)CONT.

3/16 2-12

3/16 2-12

L3x3x1/4x0'-6"

3/16

3/16 2-12

3/16 2-12

L5x3x1/4x0'-5" @EA. C6 VERT.


3/16

3/16


1/4

L5x5x1/4, SPANBTWN BEAMS,WELD TOUNDERSIDEOF BEAM TOPFLANGE

3/16TYP

B.O.S. LINTEL EL. -SEE ARCHL.

HSS12x6 (LO)SEE PLAN


6" METAL STUDSSEE ARCHL.

L6x4x5/16 CONT.

3/16 2-12

T.O.S. EL. -111' - 1"

T.O.S. EL. -114' - 7 3/4"

DEEP LEG SLIPTRACK CONN.


5 7/8" 5 7/8"

T.O.S. EL. -109' - 6 3/4"

DEEP LEG SLIPTRACK CONN.

HSS12x6 (HI)SEE PLAN

HSS8x6 (LO)SEE PLAN

T.O.S. EL. -109' - 4 3/4"

T.O.S. EL. -114' - 5 3/4"

HSS8x6 (HI)SEE PLAN

HSS12x6 (LO)SEE PLAN

LL3x3x5/16x0'-6"TYP.

3/16TYP

1' - 6"

2" E.J.

6"

6 1/

2"


BENT PL.3/8"x6 1/2"x1'-5" CONT. W/1/2" DIA. x 3'-6" DBA @ 12" O.C.

1"

BB-1 CONT.


L5x3x1/4 CONT.

3/16

FIRESAFE JOINTSEE ARCHL.

3/16 2-12

BM GAGE

ZINC ALLOY ORALUMINUM BREAKAWAY FIREWALLANCHORS

SEE 23/S04-02

1"

5 1/2"


BENT PL.5/16"x6 1/2"x11" CONT.W/ 1/2" DIA. x 3'-0" DBA @ 16" O.C.


L3x3x1/4 CONT.DECK SUPPORT(GALV.)

3/16 2-12

6 1/

2"

T.O.S. EL. - VARIESSEE PLAN


HSS6 x 3 1/2 x 5/16 CONT.

3/16 2-12

WINDOWSEE ARCH.

HSS14x14SEE PLAN

METAL STUDSSEE ARCHL.

VERT. DEEP LEGSLIP TRACK

L3x3x1/4 CONT.






DATEJOB

SHEET

ISSUES


Dallas, TX 75202T: 214.748.2000 F: 214.653.8281

14246

5/15

/201

5 3:

32:5

4 P

M

S05-04

STEEL DETAILS

05/11/201514216.0000

S05

-04

ST

EE

L D

ET

AIL

S


EX

IST

ING

WO

RK

MA

N J

UN

IOR

HS

NO

RT

H F

IELD

SIT

E: 7

01E

AS

T A

RB

RO

OK

BO

ULE

VA

RD

, AR

LIN

GT

ON

, TX

760

14

C O R G A N

3/4" = 1'-0"

1

3/4" = 1'-0"

8

3/4" = 1'-0"

5

3/4" = 1'-0"

12

3/4" = 1'-0"

2

3/4" = 1'-0"

7 3/4" = 1'-0"

3

3/4" = 1'-0"

14

3/4" = 1'-0"

15

3/4" = 1'-0"

11

3/4" = 1'-0"

6

3/4" = 1'-0"

9

3/4" = 1'-0"

10

3/4" = 1'-0"

16

3/4" = 1'-0"

13

3/4" = 1'-0"

19

3/4" = 1'-0"

20

3/4" = 1'-0"

17

3/4" = 1'-0"

21

3/4" = 1'-0"

22

3/4" = 1'-0"

23

3/4" = 1'-0"

24

3/4" = 1'-0"

4

1

1


CF

C9

CA

B8

B9C6

B9

BA AK

BF.1BF

BF.1BF

B8

B8

L4x3x1/4 (LLH) CONT.

VERT SLIDE CLIP @EA CFS MEMBER

4 5/8"


JOISTSEE PLAN

T.O.S. EL.-SEE PLAN

3/16

3/16

4"



VERT SLIDE CLIP @EA. CFS MEMBER

4 5/8"


T.O.S. EL.-SEE PLAN

3/16 2-12

3/16 2-12

4"


8 1/2"

6" METAL STUDBY CFS MFR.

BENT PL.5/16"x3"x8" (LLH) CONT.

3/16 2-12

3/16 2-12

3/16 2-12

VERT. SLIDECLIP @ EA.CFS MEMBER

HSS5x4x1/4CONT.

SEAT5"

JOIS

T

8"

9 1/8"

9"


3/16

6" METAL STUDBY CFS MFR.

VERT. SLIDECLIP @ EA.CFS MEMBER

3/16

3" METAL ROOFDECK

1/2" 2"3" METALROOF DECK


3/16 2-12

HSS2 1/2x2 1/2x1/4 CONT.BTWN. JOIST SEATS

HSS5x4x1/4 CONT.BTWN. JOIST SEATS

3/16 2-12

PL.1/2"x10" CONT.

1/4 2-12

WF BEAMSEE PLAN

2 1/2" JOISTBEARING SEAT

5" JOISTBEARING SEAT

HSS4x4x5/16 CONT.


L3x3x1/4 CONT.

C12x20.7 CONT.

DESIGN EA. JOISTFOR ADDL. DEADLOAD 2 KIPS


3/16

BRACE TOP CHORDAS REQD. PER 18/S05-02

9 1/8" @ 7B

7 5/8" @ 78 1/2" @ 7A

L3x3x1/4 CONT.



3/16

C6x8.2 @ 4'-0" O.C.

C6x8.2 CONT.

3/16

3/16

C.L. JOISTSEE PLAN

ADDL. DEAD LOAD 1.5 KIPS@ EA. C6x8.2 FOR DESIGNOF JOIST

CALCULATING JOIST LOAD1' - 0" FOR PURPOSE OF


VERT SLIDE CLIP @EA. METAL STUDBY CFS MFR.

4 5/8"


CONN. PER ________

3" 3"COPE WEB @ WT FRAMING- TOP FLANGE CONTINUOUS

WT CONT. BTWN. JOISTS. DO NOTSPLICE. SEE PLAN FOR LOCATION

1/2"

JO

INT

1' -

0"5 1/2"

C6x8.2 VERT. @6'-0" O.C. MAX. SPA.AND AT EA. END OFWINDOWS, INFILL W/6" METAL STUDSBY CFS MFR.

3/16

3/16

L2 1/2x2 1/2x1/4BRACE @ EA.C6 VERT.

L5x3x1/4 (LLV)@ EA. C6 VERT.COPE VERT. LEG@ BEARINGON BEAM/JOIST

PROVIDE METALROOF DECK EDGECONNECTORS@ 6" O.C.

L5x3x1/4x0'-5"@ EA. C6 VERT.

3/16TYP

L4x3x1/4 (LLH)CONT.

3/16 2-12

WINDOWSEE ARCHL.

3/16TYP

1"

3/16

L6x4x5/16 CONT.

CEILINGSEE ARCHL.

4"

6"

FACE OF METALPANEL CLADDINGSEE ARCHL.


BENT PL.1/4"x3"x7"(LLH) CONT.

VERT SLIDE CLIP @EA CFS MEMBER

7 5/8"


JOISTSEE PLAN

T.O.S. EL.-SEE PLAN

3/16

3/16

7"METAL PANELCLADDINGSEE ARCHL.

C.L. HSS 5X5 (GALV.) SEE PLAN

4 1/2"CANOPY DECKFASCIA & SOFFITSEE ARCHL

ALUMINUM DECKBY MFR.

CANOPY DECKFASCIA & SOFFITSEE ARCH


1/2"

L3x3x1/4x0'-3" (GALV.)


ALUMINUM DECKBY MFR.

3/16

7"

1/2"

CANOPYFASCIASEE ARCH

PL. 3/16"(GALV.)

SHORTERHSS5x3 (GALV.)FROM SUPPORTSEE PLAN

LONGERHSS5x3 (GALV.)FROM SUPPORTSEE PLAN

L 3x3x1/4x0'-3"(GALV.)

3/16

WT5X6 (GALV.)METAL DECKTRANSITIONSUPPORT & CONT.EDGE ANGLESNOT SHOWN

WF BEAMBEARING CONN.SEE ________

STIFF. PL-3/8"EA. SIDE OFBEAM WEB.

WT5x7.5x0'-6", TYP.

HSS 8x8SEE PLAN

(2) L3x3x1/4, TYP.

3/16TYP

3/16TYP

6"

5 1/2"


L5x3x1/4x0'-5"@ EA. C6 VERT.

L4x3x1/4 CONT.

L5x3x1/4x 0' - 5" BEYOND@EA C6 VERT.

PL. 3/8"x6"x0'-8" (GALV)

HSS 8x8SEE PLAN

3/16

L6x4x5/16 CONT.

3/16

3/16

T.O.S. ELSEE PLAN

3/16

1/4

JT.

1/2"

WINDOWSEE ARCH


CANOPYFASCIA &SOFFITSEE ARCH

PL. 3/16"(GALV.)

3/161 1/2" METALROOF DECK

L3x3x1/4 CONT.(GALV)

C6x8.2 VERT @ 6'-0" O.C. MAX. SPA.FILL W/ 6" METAL STUDS BY CFS MFR

FACE OF METALPANEL CLADDINGSEE ARCH.

3/16

L5x3x1/4x0'-6", TYP.

C4x5.7 VERT. HANGER@ 6'-0" O.C. MAX. SPA.

3/16

3/16

1' - 6"

2" E.J.

6"

L4x3x1/4 CONT.

JOIST SEATEXTENSION

3/16TYP

3/16TYP

1' - 6"

2" E.J.

6"

6 1/

2"


BENT PL.3/8"xhx1'-5" CONT. W/#4(3-6) A706 GR60, BEND AS SHOWN

BB-1 CONT.


FIRESAFE JOINTSEE ARCHL.

FIRE DOOR FRAMESEE ARCHL.

BOND BEAM PERSCHEDULE

3/16 2-12TYP

NOTCH FOR E.J.COVER, SEE ARCHL.

BENT PL.5/16"xhx0'-5"CONT. W/ #4(2-6) A706 GR60BEND AS SHOWN

FIRE DOOR FRAMEBEYOND, SEE ARCHL.

1" 1"

5" 5"

3"

3/8TYP

SEE 23/S4-02

1' - 6"

2" E.J.

6"

6 1/

2"

T.O.C. EL. -SEE PLAN 1" 1"

10"

BB-1 CONT.

8" CMU SOLID GROUTFIRE WALL, SEE ARCHL.

BENT PL.5/16"x6 1/2"x9" CONT. W/1/2" DIA. x 3'-6" DBA @ 12" O.C.

BENT PL.5/16"x6 1/2"x5" CONT. W/1/2" DIA. x 2'-6" DBA @ 12" O.C.

SEE 23/S04-02

HSS6x4SEE PLAN

WINDOWSEE ARCHL.

C6x8.2 (GALV.)@ 4'-0" O.C.MAX. SPA.

C6x8.2 CONT.(GALV.)



3/16

3/16

C.L. JOISTSEE PLAN

5 1/2"

ADDL. DEAD LOAD 1 KIP@ EA. C6x8.2 FOR DESIGNOF JOIST



VERT SLIDE CLIP @EA. CFS MEMBER

5 1/2"


T.O.S. EL.-SEE PLAN

3/16 2-12

3/16 2-12

4"


1/2"

JO

INT

5 1/2"

C6x8.2 VERT. @6'-0" O.C. MAX. SPA.

L5x3x1/4x0'-5"@ EA. C6 VERT.

L4x3x1/4 (LLH)CONT.

3/16 2-12

WINDOWSEE ARCHL.

3/16

4"

6"



HSS6x4 (LO)SEE PLAN

VERT. SUP CONN BY CFS MFR

L3x3x1/4 x 0' -6"

B.O.S. EL.

C.L. BAR JOISTSEE PLAN

PROVIDE METAL ROOFDECK EDGECONNECTORS @6" O.C.

3/16

WTFLANGETO JOIST

3/16TYP

3/16 2

WTFLANGETO COLCAP PL

L2x2x1/4x1'-4"

WT7x11 CONT. DRAG STRUTCOPE STEM @ JOIST - SEE PLAN

PL- 1/4"

3/16

,7A,7B




DATEJOB

SHEET

ISSUES


Dallas, TX 75202T: 214.748.2000 F: 214.653.8281

14246

5/15

/201

5 3:

32:5

8 P

M

S05-05

STEEL DETAILS

05/11/201514216.0000

S05

-05

ST

EE

L D

ET

AIL

S


EX

IST

ING

WO

RK

MA

N J

UN

IOR

HS

NO

RT

H F

IELD

SIT

E: 7

01E

AS

T A

RB

RO

OK

BO

ULE

VA

RD

, AR

LIN

GT

ON

, TX

760

14

C O R G A N

3/4" = 1'-0"

1

3/4" = 1'-0"

2

3/4" = 1'-0"

3

3/4" = 1'-0"

5

3/4" = 1'-0"

6

3/4" = 1'-0"

7 3/4" = 1'-0"

11

3/4" = 1'-0"

12

3/4" = 1'-0"

14

3/4" = 1'-0"

15

3/4" = 1'-0"

16

1 1/2" = 1'-0"

19

1 1/2" = 1'-0"

20

1 1/2" = 1'-0"

21

3/4" = 1'-0"

22

3/4" = 1'-0"

10

3/4" = 1'-0"

8

3/4" = 1'-0"

23

3/4" = 1'-0"

24

3/4" = 1'-0"

9

3/4" = 1'-0"

17

3/4" = 1'-0"

18

3/4" = 1'-0"

13

1

1

1

1

1

1

1

1


CA

CA

AB

AB

AG

AG

B4

B9



1' - 1 1/2"

1' - 1"

L3x3x1/4 CONT.L5x3x1/4x0'-5"@ EA. C6 VERT.

3/16 2-12

3/16

3/16

3/16

L5x5x5/16 SPAN BTWNJOIST AS REQD.BEAR ON TOP CHORD@ PANEL POINTCOPE VERT. LEGAS REQD.3/16

1/4" PL.3/16

TYP

L2 1/2x2 1/2x1/4BRACE @ EA. C6 VERT.


1/4" STIFF. PL.

4" METAL STUDSSEE ARCH'L

3/16

8"

1' - 3" 6"

3/16

3/16

3/16

5/16

".

1' -

2"

C4 x 5.4 x 1' - 0"@ EA C6 VERT

JOIST R4EXTENSION

ASSEMBLY (GALV.):HORIZ. PL 5/16" x 15" x CONT +VERT. PL 5/16" x 14" x CONT

1/2"

JT.

1/2"

JO

INT

TOS 134' - 0"

4 3/8"

C4x5.4 VERT.@ 4'-0" O.C. MAX. SPA.INFILL W/ 4" METAL STUDSBY CFS MFR.


3/16

3/16




L3x3x1/4x0'-5"@ EA. C4

3/16TYP

L4x3x1/4 (LLH)CONT.

3/16 2-12

1/4" PL.


PL.1/4"x5"x5" @EA. C4 VERT.

BENT PL.5/16"x5"x5"

HSS3x3x1/4 CONT.

3/16 2-12

3/16 2-12

3/16

3/16 3/16TYP

4"


3/16 2-12

3/16 2-12

3/16


HSS5x2 1/2x1/4 CONT.

BRICK CLADDINGSEE ARCHL.

1/2"

JO

INT

L6x4x5/16 CONT.(LLH)

DEEP LEG VERT.SLIP TRACK CONN.BY CFS MFR.


3 1/2"

L5 x 3 x 1/4 x 0' - 5"@ EA C6 VERT.

L3 x 3 x 1/4 x CONT

C6 x 8.2 VERT.@ 6' - 0" O.C. MAX. SPA.INFILL W/ 6" METAL STUDSBY CFS MFR

3/16

3/16

3/16

3/16 2-12

8" METAL STUDSSEE ARCH'L

1/2"

JO

INT 1"

TOS 134' - 0"


5 1/2"

4"

L6x6x5/16 CONT.


3/16

3/16 2-12


HSS4x4x1/4 CONT.

1/2"

JO

INT

1' -

0"

L4x4x1/4 BRACE@ EA. C6 VERT.

6"

SEAT5"

JOIS

T

3/16

L5x3x1/4x0'-5"@ EA. C6 VERT.

10 7/8"

3/16

1"


3/16L6x6x5/16 SPAN BTWNJOIST AS REQD.BEAR ON TOP CHORD@ PANEL POINT.COPE VERT. LEG ASREQD.

3/16

1/4" PL.

3/16

L3x3x1/4x0'-6"

HSS12x4x1/4 CONT.

3/16

WINDOWSEE ARCHL.


C6x8.2 VERT. @ 6'-0"O.C. MAX. SPA.INFILL W/ 6" METALSTUDS BY CFS MFR.


3/16

3/16 2-12

HSS5x4x1/4 CONT.BTWN JOIST SEATS

2"2"


4 5/8"

TOS 116' - 8"

HSS16x8SEE PLAN

L5x3x1/4x0'-8"@ EA. C6 VERT.

C6x8.2 VERT. @ 6'-0" O.C.MAX. SPA. INFILL W/6" METAL STUDS BY CFS MFR.

L5x5x1/4 CONT.

L6x6x5/16 CONT.

WINDOWSEE ARCHL.

JOIN

T1/

2"

3/16

3/16

3/16

3/16

1/2"

JO

INT

10 7/8"


HSS12x4x1/4 CONT.

TOS 116' - 8"

HSS8x8SEE PLAN


DEE LEG VERT.SLIP TRACK


VERT. SLIDECLIP CONN.BY CFS MFR.

4 5/8"




SCHED. COLUMN




SEE 13/S05-04

3/16

3/16

3/16





SEE 18/S05-04

WF BEAM BEYOND

6"

L6x4x5/16x0'-6"W/ 2" VERT. SLOT

3"

3"

3/4" DIA. A36 WELDEDTHREADED STUD

L6x4x5/16x1'-2" (LLV)W/ 2" VERT. SLOT

3"

L4x3x1/4 CONT.


3/16

L3x3x1/4x0'-6", TYP.

3/16TYP

3/16TYP

3/16TYP

1"

6" 5"CAP PL.3/8"x6"x1'-0"

1/4

1/4

1/4" STIFF.PL.

WF BEAM BEYOND

PANEL POINT OF ADJACENT JOIST

1' -

0"


1/4" END PL.

(2) L2x2x1/4x1'-4"ONE EA. SIDE OF HSS

3/16

1/4

HSS6x3x3/16 VERT.HANGER

HSS3x3x3/16 BRACE @HSS VERT. HANGERSEE PLAN FOR LOCATION.SLOT TUBE @ ENDS FORCONN.

3/16

L6x6x5/16, SPANBTWN BEAM/JOISTBEAR ON TOP CHORDAT PANEL POINT


SEE 23/S05-06FOR ADDITIONALINFO.

11"

1"


PL.1/4", TYP.

3/16

3/8" STIFF.PL. @ EA.HSS VERT.


3/16

L5x5x1/4, SPAN BTWN JOISTAS REQD. BEAR ON TOPCHORD AT PANEL POINT.COPE VERT. LEG AS REQD.

L2 1/2x2 1/2x1/4 BRACE@ EA. VERT. HSS




HSS6x3x3/16 VERT.@ 6'-0" O.C. MAX. SPA.+ BASE PL.1/2"x10"x1'-0"W/ (2) L2 1/2x1 1/2x1'-0"STIFFENERS EA. SIDE OF HSSINFILL W/ 6" METAL STUDSBY CFS MFR.

L8x6x7/16 CONT.

L3x3x1/4 CONT.

3/16

FLANGE PL. THICKNESS x12" WIDE @ EA. HSS VERT.

10"

1' - 0"HSS TOPL. 3/16

TYP

3/16

1"


11"

10 5/8"

4 5/8"

4"

1"



FACE OF BRICKCLADDINGSEE ARCHL

L7x4x3/8 CONT.(LLH) (GALV.)

1/4


PL. 3/16(GALV.)

CANOPY DECK,FASCIA & SOFFITSEE ARCHL

HSS 5x5(GALV.)SEE PLAN

PL.3/8"x6"x6"(GALV.)

3/16CONT 3

SIDES

1/4

3/16

1/4 2-12

WF BEAM BEARINGCONN. SEE ______

PL.1 1/4"x6"x1'-0"

3/16

HSS6x6SEE PLAN

STOREFRONTSEE ARCHL


L5x3x1/4x0'-5"

C6x8.2 VERT. HANGER@ 4'-0" O.C. MAX. SPA.

3/16

3/16


L3x3x1/4x0'-6"

1' -

0"


1/4" STIFF. PL.3/16TYP

3/16

7"

HSS5x3x3/16SEE 20/S05-05

10 5/8"

1"

4"

4 3/4"


L4x3x1/4 CONT. (LLH)



FACE OF BRICKVENEER, SEE ARCHL.

VERT. SLIDE CLIPCONN. BY CFS MFR.

L7x4x3/8 CONT. (LLH)(GALV.)

1/4 2-12

1/43/16


PL.3/16"(GALV.)

CANOPY FASCIAAND SOFFITSEE ARCHL.

HSS5x5 (GALV.)SEE PLAN WINDOW

SEE ARCHL.

1/4

3/16CONT.

3-SIDES

PL.3/8"x6"x"(GALV.)

3/16

T.O.S. EL. -114' - 7 3/4"

SCHED.COLUMN

SEE PLAN

HSS12x6 (HI) (GALV.)NEAR SIDE & FAR SIDESEE PLAN

PL.3/16"(GALV.)


HSS8x8 (HI) (GALV.)SEE PLAN

3/16TYP

3/16TYP

L6x4x5/16x0'-8" (LLH)TYPICAL, T & B

1/4" STIFF. PL.

3/16TYP

T.O.S. EL. -111' - 1"

T.O.S. EL. -109' - 6 3/4"

2"

1' - 6"

3/16" PL. (GALV.)

3/16TYP

HSS8x8 (LO) (GALV.)SEE PLAN

L3x3x5/16x0'-6"(GALV.) TYP.

HSS12x6 (LO) (GALV.)NEAR SIDE, SEE PLAN

HSS12x6 (LO) (GALV.)FAR SIDE, SEE PLAN




DATEJOB

SHEET

ISSUES


Dallas, TX 75202T: 214.748.2000 F: 214.653.8281

14246

5/15

/201

5 3:

33:0

2 P

M

S05-06

STEEL DETAILS

05/11/201514216.0000

S05

-06

ST

EE

L D

ET

AIL

S


EX

IST

ING

WO

RK

MA

N J

UN

IOR

HS

NO

RT

H F

IELD

SIT

E: 7

01E

AS

T A

RB

RO

OK

BO

ULE

VA

RD

, AR

LIN

GT

ON

, TX

760

14

C O R G A N

3/4" = 1'-0"

1

3/4" = 1'-0"

2

3/4" = 1'-0"

3

3/4" = 1'-0"

5

3/4" = 1'-0"

12

3/4" = 1'-0"

14

3/4" = 1'-0"

16

3/4" = 1'-0"

18

3/4" = 1'-0"

20

3/4" = 1'-0"

23

3/4" = 1'-0"

8

3/4" = 1'-0"

22

3/4" = 1'-0"

6

1

1


C5

C5

C2

C9

C.L

. WF

BEAM

SEE

PLAN

1' - 0"

1" JOINT BTWNBRICK & HSS 6x4

FACE OF BRICKCLADDING-SEE ARCHL.


2

S05-09

EMBED PL.1/2"x12"x2'-0"W/ (6) 3/4" DIA. x 0'-6"HSA (GALV.)


3/16" PL.(GALV.)

WF BEAMSEE PLAN

L 4 x 3 x 1/4 x CONT. 1/4


HSS 6 x 4 x 5/16 x 1' - 0"(GALV.) (LLH)

PL 3/8" x 8" x 0' - 8"(GALV.)

1/4

1/4

CANOPYBEYOND

C6x8.2 VERT. @6'-0" O.C. MAX. SPA. W/METAL STUD INFILL BYCFS MFR.

3/16

3/16

L3 x 3 x 1/4BRACE @ EA.C6 VERT.



BENT PL.1/2" x 3" x 0' - 10"CONT.

3/16TYP

1/4 2-12

STOREFRONTSEE ARCHL.

3/16TYP

3/16 2-12

L 3 x 3 x 1/4 x 0' - 6"

6"



CL WF BEAMSEE PLAN

L5 x 3 x 1/4 x 0' - 5"EA. C6 VERT.

10 5/8"

PL. 1/4"4"

3/16

1/2"

JO

INT

L 6 x 4 x 5/16 x CONT.(LLV)

HSS 6 x 6 x 1/4 x CONT.

3/16 2-12

C 4 x 5.4

3/16

STIFF PL - 1/4"

L6 x 6 x 3/8 CONT.w/ 5/8" DIA. ANCHORBOLTS @ 16" O.C.

BB-4 (SIM.)

12" CMU WALL

ACOUSTIC BLOCKBEYOND

SOLI

D G

RO

UT

2 #5 CONT.

2 #5 BTWNACOUSTIC BLOCKPER ELEV. 4/S04-10

C6 x 8.2 CONT.

3/16

C6 x 8.2 @ 4' - 0"MAX SPA

3/16

FACE OF BRICKCLADDINGSEE ARCH'L

C.L. JOISTSEE PLAN

ADDL. DEAD LOAD3 KIPS @ EA. C6x8.2FOR DESIGN OF JOIST

CALCULATING JOIST LOAD5" FOR PURPOSE OF

L3 x 3 x 1/4 CONT.

C6 x 8.2 CONT.(GALV)

3/16TYP

C6 x 8.2 @ 4' - 0"O.C. MAX. SPA.

3/16TYP


2 5/8"


3/16 2-12

C.L. JOISTSEE PLAN

ADDL. DEAD LOAD 3 KIPS@ EA. C6x8.2 FOR DESIGNOF JOIST


FACE OFBRICKSEE ARCHL

L4 x 3 x 1/4 CONT.

3/16

L3 x 3 x 1/4 x 0'-5"@ EA. C6 VERT.

L5 x 5 x 5/16 SPAN BTWNJOIST AS REQD.BEAR ON TOP CHORD@ PANEL POINT, COPEVERT. LEG AS REQD.

1/4" PL.

3/16TYP

3/16

3/16

3/16

3/16

C4x5.4 VERT. @ 4'-0" O.C.MAX. SPA. INFILL W/METAL STUDS BY CFSMFR.

4 5/8"

C4 x 5.4 @ EA.C4 VERT.

DEEP LEG VERT. SLIP TRACKBY CFS MFR

1/4" STIFF. PL.L2 1/2 x 2 1/2 x 1/4@ EA. C4 VERT.

C6 x 8.2 x CONT.(GALV)

C6 x 8.2 @ 4' - 0"O.C MAX SPA

3/16TYP

SIDE OUTLETROOF DRAINSEE PLUMBING

CL ROOF DRAINSEE PLUMBING

TOS EL.125' - 1 3/4"

HSS16 x 8SEE PLAN

HSS8.625 x 0.322 x 0' - 10"CENTERED IN HSSBEAM @ EACH ROOF DRAIN

3/16 2-12

L3 x 2 x 1/4 (GALV)METAL DECKSUPPORT ANGLE CONT.BTWN WF BEAM

3/16

WF BEAM (GALV.)SEE PLAN

JOIST CONN. PER 7/S04-01

BB-2 CONT.

BB-2 CONT.

1/4 2-12TYP

BENT PL.1/2"x6"x1'-2" CONT.T & B (GALV.) W/ 3/4" DIA.EPOXY ANCHOR @ 16" O.C.W/ 6" EMBEDMENT

HSS 2 1/2 x 2 1/2 x 1/4CONT.

E1 @ 32" O.C.

3/16TYP

TYPICAL METAL DECKSUPPORT CONNECTORSSEE GENERAL NOTES

BB-1 CONT.

2#4 CONT.

L5 x 3 x 1/4 (LLV) CONT @ EA.C8 VERT. COPE VERT. LEG @BEARING ON BEAM

3/16TYP

L3 x 3 x 1/4 BRACE

L3 x 3 x 3/8 x 0' - 8"

4"

CL WF BMSEE PLAN

CL WF BMSEE PLAN

HSS8x8

PL 1/4"

STIFF. PL -1/4"

L6 x 6 x 3/8 CONT.

3/16 2-12

1/4TYP

1/4 2-12TYP

3/16

C4 x 5.4

1/4

1/4

L6 x 6 x 3/8 x 0' - 8"@ EA C8

L7 x 4 x 3/8 x CONT(LLH)

1/4 2-12

C8 x 11.5 @ 2'-8" OCINFILL W/ 8" METALSTUDS BY CFS MFR


7"

C.L. WF BEAM

7 5/8"




DATEJOB

SHEET

ISSUES


Dallas, TX 75202T: 214.748.2000 F: 214.653.8281

14246

5/15

/201

5 3:

33:0

4 P

M

S05-09

STEEL DETAILS

05/11/201514216.0000

S05

-09

ST

EE

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AIL

S


EX

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WO

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H F

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SIT

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01E

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BO

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VA

RD

, AR

LIN

GT

ON

, TX

760

14

C O R G A N

3/4" = 1'-0"

1

3/4" = 1'-0"

2

3/4" = 1'-0"

3

3/4" = 1'-0"

5

3/4" = 1'-0"

6

3/4" = 1'-0"

7

3/4" = 1'-0"

8

3/4" = 1'-0"

9

3/4" = 1'-0"

16

1

1

1

1


LEVEL 1100' - 0"

LEVEL 2114' - 8"

ROOF130' - 0"

AAACAD

36' - 5"

HSS6 x 6 x 1

/4 HSS6 x 6 x 1/4

HSS6 x 6 x 5

/16 HSS6 x 6 x 5/16

3

S06-02

19' - 5" 17' - 0"

6

S06-02

6

S06-02OPHD

LEVEL 1100' - 0"

LEVEL 2114' - 8"

ROOF130' - 0"

A5A6

23' - 0"

HSS6 x 6 x 1

/4

HSS6 x 6 x 5/16

6

S06-02

5

S06-02OPHD

5

S06-02OPHD

LEVEL 1100' - 0"

LEVEL 2114' - 8"

ROOF130' - 0"

A7 A8

23' - 0"

HSS6 x 6 x 1

/4

HSS6 x 6 x 3/8

6

S06-02

5

S06-02OPHD

5

S06-02OPHD

LEVEL 1100' - 0"

LEVEL 2114' - 8"

ROOF130' - 0"

AAAD

36' - 5"

HSS6 x 6 x 1/4HSS6 x 6 x

1/4

HSS6 x 6 x 5

/16 HSS6 x 6 x 5/16

3

S06-02

3

S06-02

6

S06-02

6

S06-02

OP HD

LEVEL 1100' - 0"

LEVEL 2114' - 8"

ROOF130' - 0"

AA AC AD

36' - 5"

HSS6 x 6 x 1

/4 HSS6 x 6 x 1/4

HSS6 x 6 x 5

/16 HSS6 x 6 x 5/16

3

S06-02

17' - 0" 19' - 5"

6

S06-02

6

S06-02OPHD

LEVEL 1100' - 0"

LEVEL 2114' - 8"

ROOF130' - 0"

A6.9 A6.3

22' - 6 1/8"

HSS6 x

6 x 1

/4

HSS6 x 6 x 1/4

3

S06-02

4" TO C.L. 21' - 10 1/8" 4" TO C.L.

LEVEL 1100' - 0"

LEVEL 2114' - 8"

ROOF130' - 0"

BABBBC

35' - 3"

HSS6 x 6 x

1/4 HSS6 x 6 x 1/4

HSS6 x 6 x 5/16HSS6 x 6 x 5

/16

3

S06-02

19' - 10" 15' - 5"

6

S06-02

6

S06-02OPHD

LEVEL 1100' - 0"

LEVEL 2114' - 8"

ROOF130' - 0"

B12 B13.1

30' - 8"

HSS6 x 6 x 5/8

HSS6 x 6 x 1/4

7

S06-02

5

S06-02

OPHD

LEVEL 1100' - 0"

LEVEL 2114' - 8"

ROOF130' - 0"

BA BB BC

35' - 3"

HSS6 x 6 x

1/4 HSS6 x 6 x 1/4

HSS6 x 6 x 5

/16 HSS6 x 6 x 5/16

3

S06-02

15' - 5" 19' - 10"

6

S06-02

6

S06-02

OP HD

LEVEL 1100' - 0"

LEVEL 2114' - 8"

ROOF130' - 0"

BEBF

36' - 5"

HSS6 x 6

x 1/4 HSS6 x 6 x 1/4

HSS6 x 6 x 5

/16 HSS6 x 6 x 5/16

3

S06-02

3

S06-02

6

S06-02

6

S06-02OPHD

LEVEL 1100' - 0"

ROOF130' - 0"

CA CFCD.7CB.213' - 9 1/2" 26' - 8 1/2" 14' - 4"

HSS5 x 5 x 1/4HSS5 x

5 x 1

/4 HSS5 x 5 x 1/4 HSS5 x 5

x 1/4

3

S06-025

S06-02OPHD

5

S06-02

LEVEL 1100' - 0"

LEVEL 2114' - 8"

ROOF130' - 0"

CACF CCCD

22' - 5 1/2" 10' - 0" 22' - 4 1/2"

3

S06-02TYP

6

S06-02 6

S06-02OPHD

HSS5 x 5 x 1/4HSS5 x 5 x 1/4 HSS5 x 5 x 1/4HSS5 x 5 x 1/4 HSS5 x 5 x 1/4HSS5 x 5 x 1/4 HSS5 x 5 x 1/4HSS5 x 5 x 1/4HSS5 x 5 x 1/4HSS5 x 5 x 1/4

LEVEL 1100' - 0"

ROOF130' - 0"

CACF CCCD

22' - 5 1/2" 10' - 0" 22' - 4 1/2"

HSS5 x 5 x 1/4

HSS

5 x

5 x

1/4

HSS5 x 5 x 1/4

HSS5 x 5 x 1/4

HSS

5 x

5 x

1/4

HSS5 x 5 x 1/4

6

S06-02

5

S06-02

TYPOP HD

LEVEL 1100' - 0"

ROOF130' - 0"

C3C4

HSS6 x 6

x 5/16

HSS6 x 6 x 5/16

HSS6 x 6

x 3/8 HSS6 x 6 x 3/8

3

S06-02

3

S06-02

6

S06-02

6

S06-02

OPHD

27' - 1 1/2"

LEVEL 1100' - 0"

ROOF130' - 0"

C3 C4

27' - 1 1/2"

HSS6 x 6

x 1/4 HSS6 x 6 x 1/4

HSS6 x 6

x 1/4 HSS6 x 6 x 1/4

3

S06-02

3

S06-02

6

S06-02

6

S06-02

OP HD

LEVEL 1100' - 0"

LEVEL 2114' - 8"

ROOF130' - 0"

B9B8.6

12' - 7 1/2"

7

S06-02

5

S06-02OPHD

HSS6 x

6 x 1

/4

HSS6 x 6 x 1/4

VERTICAL BRACE NOTES1. MEMBER CONNECTIONS TO BE DESIGNED FOR FORCES (KIPS) SHOWN. FORCES INDICATED ARE FACTORED ACCORDING TO LOAD RESISTANCE FACTOR DESIGN METHOD. (LRFD)2. CONNECTIONS SHALL BE DESIGNED AND DETAILED TO TRANSFER FORCES BETWEEN MEMBERS WITHOUT ECCENTRICITY.3. CONNECTIONS SHALL BE DESIGNED AND DETAILED FOR BOTH TENSION AND COMPRESSION PER FORCES PROVIDED.4. CONTRACTOR TO DESIGN AND DETAIL MEMBER CONNECTIONS ACCORDING TO LOAD RESISTANCE FACTOR DESIGN METHOD (LRFD) PUBLISHED BY AMERICAN INSTITUTE OF STEEL CONSTRUCTION. (AISC)5. WELD LENGTH AT EACH CONTACT CONNECTION SHALL EQUAL OR EXCEED THE WIDTH OF CONNECTING MEMBER. FOR EXAMPLE, HSS5x5 TUBE SHALL HAVE 5 INCHES WELD AT EACH SIDE OF SLOTTED PLATE. TOTAL TO BE 20 INCHES OF WELD AT EACH CONNECTION.6. FILLET WELD CONNECTIONS SHALL COMPLY WITH REQUIREMENTS NOTED IN AWS D1.1

LEVEL 1100' - 0"

LEVEL 2114' - 8"

ROOF130' - 0"

B5B3.3

HSS6 x 6 x 1

/2

22' - 0"

LEVEL 1100' - 0"

LEVEL 2114' - 8"

ROOF130' - 0"

B7B6.2

HSS6 x 6 x 1/4

13' - 8"




DATEJOB

SHEET

ISSUES


Dallas, TX 75202T: 214.748.2000 F: 214.653.8281

14246

5/15

/201

5 3:

33:1

2 P

M

S06-01

VERTICAL BRACEELEVATIONS

05/11/201514216.0000

S06

-01

VE

RT

ICA

L B

RA

CE

ELE

VA

TIO

NS


EX

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RK

MA

N J

UN

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HS

NO

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H F

IELD

SIT

E: 7

01E

AS

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RB

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BO

ULE

VA

RD

, AR

LIN

GT

ON

, TX

760

14

C O R G A N

1/8" = 1'-0"

A1 VERTICAL BRACE - A1

1/8" = 1'-0"


1/8" = 1'-0"


1/8" = 1'-0"


1/8" = 1'-0"


1/8" = 1'-0"


1/8" = 1'-0"

B1 VERTICAL BRACE - B1

1/8" = 1'-0"


1/8" = 1'-0"


1/8" = 1'-0"


1/8" = 1'-0"

C5 VERTICAL BRACE - C5

1/8" = 1'-0"


1/8" = 1'-0"


1/8" = 1'-0"

C2 VERTICAL BRACE - C2 1/8" = 1'-0"


1/8" = 1'-0"


1/8" = 1'-0"


1/8" = 1'-0"


1

1


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