Attachment 3a - Drawings for Reference.PDF

PDF 5 MB Posted Aug 23, 2022

Attached to: F-35 SUNSHADE STRUCTURES - Nellis AFB, NV Federal contract opportunity
Solicitation number: FA486122R0121
Issued by: Department of the Air Force Air Combat Command

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Other files attached to F-35 SUNSHADE STRUCTURES - Nellis AFB, NV, newest first.
File	Type	Posted
Combo - F-35 Sunshade Structures - Nellis AFB_amended.pdf	PDF	Sep 8, 2022
Attachment 2 - Lighting Spec Sheet.pdf	PDF	Aug 9, 2022
Attachment 3 - AS_BUILT_DELIVERABLE.pdf	PDF	Aug 9, 2022
Attachment 4 - ufc_3_575_01_2012.pdf	PDF	Aug 9, 2022
Combo - F-35 Sunshade Structures - Nellis AFB.pdf	PDF	Aug 9, 2022
Attachment 1 - SOW F-35 Rows 23_24.pdf	PDF	Aug 9, 2022
Attachment 5 - sunshade rows.PNG	PNG image	Aug 9, 2022

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CONSTRUCT F-35 SHADE STRUCTURE

89350

NELLIS AIR FORCE BASE

Contract Drawings

GENERAL DRAWINGS

DWG. NO. TITLE

G001 COVER AND INDEX

G002 OVERALL SITE PLAN

STRUCTURAL DRAWINGS

DWG. NO. TITLE

S001 GENERAL STRUCTURAL NOTES

S002 STRUCTURAL TYPICAL DETAILS

S100 FRAMING PLAN & ELEVATION

S101 FRAMING ELEVATIONS & SECTIONS

S102 FRAMING DETAILS

S103 MISCELLANEOUS DETAILS

E100

LIGHTNING PROTECTION DETAILS (ROWS 17, 18, 19, 20, 22)

E101

LIGHTNING PROTECTION DETAILS (ROW 21 ONLY)

TAB NO.

SHEET OF

W N

B Y

N O.

W E

CO M

OCAB

C O M P R H E N S

E P

L A N

C O M B A T

C O M M A N D

R Y A B U T

M V E L L O N

N T S da te

F A

-P -C

G 1.

D W

C O N S T R U C T F

-3 S

H A D E S

T R U C T

G001 1 10

57TH MXG

C O V E R A

N D I N D E X

-0 5-is su ed f or c on st ru ct io n m.

v el lo n rr y

-2 4-

Ad de d ne w an ch or b ol t a nc c on cr et e de ta il s

-1 8-

"AS-BUILT"

BURNS & MCDONNELL ASSUMES NO

RESPONSIBILITY FOR THE ACCURACY OF

RECORD DRAWINGS OR FOR ANY ERRORS OR

OMISSIONS THAT MAY BE INCORPORATED INTO

IT AS A RESULT OF INCORRECT INFORMATION

PROVIDED TO BURNS & MCDONNELL. THOSE

RELYING ON THE RECORD DRAWINGS ARE

ADVISED TO OBTAIN INDEPENDENT

VERIFICATION OF ITS ACCURACY

AS-BUILT DETAILS ROW 17, FA-4861-16-P-C084

AS-BUILT DETAILS ROW 18, FA-4861-16-P-C084

AS-BUILT DETAILS ROW 19, FA-4861-15-P-C050

AS-BUILT DETAILS ROW 20, FA-4861-16-P-C084

AS-BUILT DETAILS ROW 21, FA-4861-15-P-C050

AS-BUILT DETAILS ROW 22, FA-4861-16-P-C084

1 2

AutoCAD SHX Text

SCALE IN FEET

AutoCAD SHX Text

THIS MAP COMPLIES WITH NATIONAL MAP ACCURACY STANDARDS

AutoCAD SHX Text

1927 NORTH AMERICAN DATUM

AutoCAD SHX Text

AutoCAD SHX Text CIVIL ENGINEER OFFICE NELLIS AFB, NEVADA AIR COMBAT COMMAND DEPARTMENT OF THE AIR FORCE

TAB NO.

SHEET OF

W N

B Y

N O.

W E

CO M

OCAB

C O M P R H E N S

E P

L A N

C O M B A T

C O M M A

Y A B U T

M V E L L O N

N T S da te

F A

-1 -P

-C

W G

C O N S T R U C T F

-3 S

H A D E S

T R U C T

E100 9 10

H T N

G P

R O T E C T

N D

E T A

S R O W

-0 5-is su ed f or c on st ru ct io n

-2 4-

Ad de d ne w an ch or b ol t a nc c on cr et e de ta il s

-2 1-

8 7 6 5 4 3

ZONE

A7, C4

REVISIONS

REV.

DESCRIPTION

RELEASED FOR APPROVAL

REVISED PLAN MOVED WELLS TO IN SIDE SHADE COVER,

CHANGED WELL FROM HARGER TO ALT

DATE

3/16/2017

3/23/2017

APPROVED

DAC

D D

126 316 " 674 1

780" TYP.

SHADE STRUCTURE

SIDE VIEW WITH

PLAN "C" COLUMN GROUND

CONNECTION DETAIL

SCALE 1:300

SHADE STRUCTURE

ISO VIEW WITH

PLAN "C" COLUMN GROUND

CONNECTION DETAIL

SCALE 1:300

780" 16 " B

HARGER VD1/06VB ULTRWELD 23"

1/0-19 AWG STRANDED COPPER

THHN

GREEN CONDUCTOR

HARGER GV (3/4-1/0)

ULTRWELD

CONCRETE "0"

ELEVATION

22 1/2"

2 "

6 3

24 316 "

16 "

CABLE CLAMP WITH CONCRETE SCREWS

2 "

GENERAL SYSTEM NOTES

1. THE COMPLETED INSTALLATION SHALL MEET THE

REQUIREMENTS OF THE NATIONAL FIRE PROTECTION

ASSOCIATION'S "STANDARD FOR THE INSTALLATION OF

COLUMN GROUNDING SYSTEMS, 2017 EDITION" (NFPA780).

2. ALL INSTALLATIONS ARE TO BE FIELD VERIFIED.

3. STEEL FRAME STRUCTURES COLUMNS GROUNDER PER NFPA 780

4. NO CONDUCTOR SHALL HAVE A BEND IN RADIUS OF LESS THAN 8"

PER NFPA780 9.4.5

ALT 3180-24-1

120"

6. ALL EXTERIOR MECHANICAL BONDS ARE TO BE COATED WITH AN

ANTIOXIDATION COMPOUND.

PROPOSED COLUMN GROUNDING WELLS

TOTAL PRODUCTION QTY. THIS ASSY 14 EACH

A NOTES:

HARGER 3410 3/4" DIA. x 10' LG. GROUND ROD

PVB-15177-LLP-GR003

PLAN "C" COLUMN GROUND

CONNECTION DETAIL

SCALE 1:4

8 7 6 5 4

1. SAW CUT CONCRETE 13" DIA. HOLE FOR WELL

2. GROUT IN PLACE

3. NOTCH OPENING IN WELL COVER THIS DRAWING IS CAD GENERATED

PROPRIETARY AND CONFIDENTIAL

THIS DRAWING IS THE SOLE PROPERTY OF

PVB FABRICATIONS, INC. (PVB).

IT SHALL NOT BE USED FOR ANY PURPOSE OTHER THAN

THAT FOR WHICH IT WAS PROVIDED, AND NO COPIES SHALL

BE MADE, NOR SHALL THE DRAWING, OR ANY PART THEREOF,

BE TRANSMITTED BY ELECTRONIC OR ANY OTHER MEANS TO

A THIRD PARTY WITHOUT PRIOR WRITTEN PERMISSION FROM

PVB FABRICATIONS, INC. (PVB) IS PROHIBITED.

NEXT ASSY USED ON

APPLICATION

MATERIAL

INTERPRET DIMENSIONING AND

GEOMETRIC TOLERANCING PER

IAW ASME Y14.5-2009

UNLESS OTHERWISE SPECIFIED

1. DO NOT SCALE DRAWING.

2. DIMENSIONS ARE IN INCHES AND OR MILLIMETERS.

3. DIMENSIONS APPLY BEFORE FINISH PLATING OR COATING.

4. LOCATE ALL APPROXIMATELY MARKING AS SHOWN.

TOLERANCES ARE AS SHOW OR AS DEFINED

FRACTIONAL 1/32

ANGULAR: MACH 1/2 DEG.

ONE PLACE DECIMAL (.X)

PVB FABRICATIONS, INC.

2311 NORTH 14TH AVE.

TUCSON, AZ 85705

PHONE: 520-623-3529

pvbfabs.com

SIZE

.030

TWO PLACE DECIMAL (. XX) .015

THREE PLACE DECIMAL (.XXX) .010

FINISH RMS UNLESS OTHERWISE SPECIFIED 64

THIRD ANGLE PROJECTION D

SCALE:

AS NOTED

NAME

DRAWN

CHECKED

DCHANCE

DATE

3/16/16

TITLE:

PROJECT JOB NUMBER 15177

CONTRACT FA4861-15-P-C050

ALL SHEETS OF THIS DRAWING MAINTAINED

AT THE SAME REVISION LEVEL

NELLIS AIR FORCE BASE

F-35 SHADE STRUCTURE

COLUMN GROUNDING

DETAIL PROPOSAL

59GH4

CAGE CODE

WEIGHT:

DWG. NO. REV

PVB-15177-LPP-GRP01A

SHEET 1OF 1

GROUND ACCESS WELL

10" OD x 24"DEEP

5. ALL CONDUCTORS MUST HAVE A DOWNWARD OR HORIZONTAL

PATH TO GROUND

BREEZE CLAMP SUPER HI-TORQUE

HTM-700 410 STAINLESS STL QTY. (2)

TOWER STANDOFF HARGER TSO (2)

HARGER CABLE CLAMP CCC2 (2)

6" PIPE COLUMN

-1 8-

-B

"AS-BUILT"

BURNS & MCDONNELL ASSUMES NO

RESPONSIBILITY FOR THE ACCURACY OF

RECORD DRAWINGS OR FOR ANY ERRORS OR

OMISSIONS THAT MAY BE INCORPORATED INTO

IT AS A RESULT OF INCORRECT INFORMATION

PROVIDED TO BURNS & MCDONNELL. THOSE

RELYING ON THE RECORD DRAWINGS ARE

ADVISED TO OBTAIN INDEPENDENT

VERIFICATION OF ITS ACCURACY

1 3

BURNS & MCDONNELL DOES NOT ASSUME

ANY RESPONSIBILITY FOR THE CONTENT

WITHIN THIS DRAWING IN ITS ENTIRETY,

AND WILL NOT PROVIDE A REGISTRANT

SEAL TO APPROVE THIS DRAWING. THE

INFORMATION PROVIDED IN THIS DRAWING

HAS BEEN DESIGNED BY OTHERS AND IS

ONLY BEING INCLUDED WITHIN THE BURNS

AND MCDONNELL PROJECT BORDER TO

MAINTAIN CONSISTENCY AND

ORGANIZATION OF THE ENTIRE PROJECT

CONTRACT DRAWING SET.

AutoCAD SHX Text

SCALE IN FEET

AutoCAD SHX Text

THIS MAP COMPLIES WITH NATIONAL MAP ACCURACY STANDARDS

AutoCAD SHX Text

1927 NORTH AMERICAN DATUM

AutoCAD SHX Text

TAB NO.

SHEET OF

W N

B Y

N O.

W E

CO M

OCAB

C O M P R H E N S

E P

L A N

C O M B A T

C O M M A

Y A B U T

M V E L L O N

N T S da te

F A

-1 -P

-C

D W

C O N S T R U C T F

-3 S

H A D E S

T R U C T

E101 10 10

H T N

G P

R O T E C T

N D

E T A

S R O W

-1 8-

-B

8 7 6 5 4 3

ZONE

C2, C3

REVISIONS

REV.

DESCRIPTION

RELEASED FOR APPROVAL

CHANGED LOCATION FROM 90 TO 180

AS BUILT DETAILS

DATE

9/27/2017

10/3/2017

10/27/2017

APPROVED

DAC

D D

COLUMN ROW A AND B PLANNED LOCATION

DOSE NOT CHANGE GROUND WELL AND

CONNECTION STAY IN WITH IN LINE COLUMNS

AS SHOWN FOR THESE TWO LOCATIONS

A B C

COLUMN ROW LABELS

D E F G

126 316 "

780" TYP.

SHADE STRUCTURE

SIDE VIEW WITH

PLAN "C" COLUMN GROUND

CONNECTION DEVIATION DETAIL

SCALE 1:300

AS BUILT DETAILS FOR

SHADE STRUCTURE 6

ROW 21

HARGER VD1/06VB ULTRWELD

1/0-19 AWG STRANDED COPPER

THHN

GREEN CONDUCTOR

HARGER GV (3/4-1/0)

ULTRWELD

CONCRETE "0"

ELEVATION

22 1/2"

2 "

6 3

24 316 "

16 "

CABLE CLAMP WITH CONCRETE SCREWS

2 "

GENERAL SYSTEM NOTES

1. THE COMPLETED INSTALLATION SHALL MEET THE

REQUIREMENTS OF THE NATIONAL FIRE PROTECTION

ASSOCIATION'S "STANDARD FOR THE INSTALLATION OF

COLUMN GROUNDING SYSTEMS, 2017 EDITION" (NFPA780).

2. ALL INSTALLATIONS ARE TO BE FIELD VERIFIED.

3. STEEL FRAME STRUCTURES COLUMNS GROUNDER PER NFPA 780

4. NO CONDUCTOR SHALL HAVE A BEND IN RADIUS OF LESS THAN 8"

PER NFPA780 9.4.5

ALT 3180-24-1

GROUND ACCESS WELL

10" OD x 24"DEEP

120"

6. ALL EXTERIOR MECHANICAL BONDS ARE TO BE COATED WITH AN

ANTIOXIDATION COMPOUND.

COLUMN GROUNDING WELLS

TOTAL PRODUCTION QTY. THIS ASSY 14 EACH

A NOTES:

HARGER 3410 3/4" DIA. x 10' LG. GROUND ROD

PVB-15177-LLP-GR003

PLAN "C" COLUMN GROUND

CONNECTION DETAIL

SCALE 1:4

8 7 6 5 4

1. SAW CUT CONCRETE 13" DIA. HOLE FOR WELL

2. GROUT IN PLACE

3. NOTCH OPENING IN WELL COVER THIS DRAWING IS CAD GENERATED

PROPRIETARY AND CONFIDENTIAL

THIS DRAWING IS THE SOLE PROPERTY OF

PVB FABRICATIONS, INC. (PVB).

IT SHALL NOT BE USED FOR ANY PURPOSE OTHER THAN

THAT FOR WHICH IT WAS PROVIDED, AND NO COPIES SHALL

BE MADE, NOR SHALL THE DRAWING, OR ANY PART THEREOF,

BE TRANSMITTED BY ELECTRONIC OR ANY OTHER MEANS TO

A THIRD PARTY WITHOUT PRIOR WRITTEN PERMISSION FROM

PVB FABRICATIONS, INC. (PVB) IS PROHIBITED.

NEXT ASSY USED ON

APPLICATION

MATERIAL

INTERPRET DIMENSIONING AND

GEOMETRIC TOLERANCING PER

IAW ASME Y14.5-2009

UNLESS OTHERWISE SPECIFIED

1. DO NOT SCALE DRAWING.

2. DIMENSIONS ARE IN INCHES AND OR MILLIMETERS.

3. DIMENSIONS APPLY BEFORE FINISH PLATING OR COATING.

4. LOCATE ALL APPROXIMATELY MARKING AS SHOWN.

TOLERANCES ARE AS SHOW OR AS DEFINED

FRACTIONAL 1/32

ANGULAR: MACH 1/2 DEG.

ONE PLACE DECIMAL (.X)

PVB FABRICATIONS, INC.

2311 NORTH 14TH AVE.

TUCSON, AZ 85705

PHONE: 520-623-3529

pvbfabs.com

SIZE

.030

TWO PLACE DECIMAL (. XX) .015

THREE PLACE DECIMAL (.XXX) .010

FINISH RMS UNLESS OTHERWISE SPECIFIED 64

THIRD ANGLE PROJECTION D

SCALE:

AS NOTED

NAME

DRAWN

CHECKED

DCHANCE

DATE

9/27/17

TITLE:

PROJECT JOB NUMBER 15177

CONTRACT FA4861-15-P-C050

ALL SHEETS OF THIS DRAWING MAINTAINED

AT THE SAME REVISION LEVEL

NELLIS AIR FORCE BASE

F-35 SHADE STRUCTURE

COLUMN GROUNDING DEVIATION

DETAIL LAYOUT STRUCTURE 6

59GH4

CAGE CODE

WEIGHT:

DWG. NO. REV

PVB-15177-LPP-GRP01A 6

SHEET 1OF 1

5. ALL CONDUCTORS MUST HAVE A DOWNWARD OR HORIZONTAL

PATH TO GROUND

BREEZE CLAMP SUPER HI-TORQUE

HTM-700 410 STAINLESS STL QTY. (2)

TOWER STANDOFF HARGER TSO (2)

HARGER CABLE CLAMP CCC2 (2)

23" 6" PIPE COLUMN

SHADE STRUCTURE

ISO VIEW WITH

PLAN "C" COLUMN GROUND

CONNECTION DEVIATION DETAIL

SCALE 1:300

NOTE:

1. DEVIATION IS TO MOVE GROUND ACCESS WELL AWAY

FROM CONTROL JOINT IN FOUNDATION.

2. THIS DEVIATION IS FOR STRUCTURE 6 ONLY

PLANNED LOCATION DOSE NOT CHANGE

GROUND WELL AND CONNECTION STAY

IN WITH IN LINE COLUMNS AS SHOWN

SOUTH SIDE OF STRUCTURE

720" 780"

COLUMN ROWS C, D, E, F AND G

DEVIATION OF PLANNED LOCATION

ALL GROUND WELL AND GROUND

CONNECTION SHALL BE MOVED 180

FROM COLUMN LINE AS SHOWN FOR

NORTH SIDE OF STRUCTURE ONLY

"AS-BUILT"

BURNS & MCDONNELL ASSUMES NO

RESPONSIBILITY FOR THE ACCURACY OF

RECORD DRAWINGS OR FOR ANY ERRORS OR

OMISSIONS THAT MAY BE INCORPORATED INTO

IT AS A RESULT OF INCORRECT INFORMATION

PROVIDED TO BURNS & MCDONNELL. THOSE

RELYING ON THE RECORD DRAWINGS ARE

ADVISED TO OBTAIN INDEPENDENT

VERIFICATION OF ITS ACCURACY

BURNS & MCDONNELL DOES NOT ASSUME

ANY RESPONSIBILITY FOR THE CONTENT

WITHIN THIS DRAWING IN ITS ENTIRETY,

AND WILL NOT PROVIDE A REGISTRANT

SEAL TO APPROVE THIS DRAWING. THE

INFORMATION PROVIDED IN THIS DRAWING

HAS BEEN DESIGNED BY OTHERS AND IS

ONLY BEING INCLUDED WITHIN THE BURNS

AND MCDONNELL PROJECT BORDER TO

MAINTAIN CONSISTENCY AND

ORGANIZATION OF THE ENTIRE PROJECT

CONTRACT DRAWING SET.

AutoCAD SHX Text

SCALE IN FEET

AutoCAD SHX Text

THIS MAP COMPLIES WITH NATIONAL MAP ACCURACY STANDARDS

AutoCAD SHX Text

1927 NORTH AMERICAN DATUM

AutoCAD SHX Text

TAB NO.

SHEET OF

W N

B Y

N O.

W E

CO M

OCAB

C O M P R H E N S

E P

L A N

C O M B A T

C O M M A

Y A B U T

M V E L L O N

N T S da te

F A

-P -C

G .D

W G

C O N S T R U C T F

-3 S

H A D E S

T R U C T

G002 2 10

SITE PLAN

NOT TO SCALE

NORTH

NOTES:

1. CORNER COLUMN LOCATIONS SHALL BE PER AS-BUILT

COLUMN SCHEDULE, THIS DWG.

2. COORDINATES REPRESENT AS-BUILT LOCATION OF THE

SHADE STRUCTURE.

3. PVB TO COORDINATE WITH CLIENT ON DESIRED PRECISE

LOCATION OF STRUCTURE ORIENTATION AND COLUMN BASE

PLATE LOCATIONS. FIELD MUST VERIFY THAT CONDITIONS

FROM NOTES 1, 2, 3, AND 4 FROM DRAWING S101 ARE MET

PRIOR TO SETTING FINAL COLUMN BASE PLATE LOCATION.

O V E R A L L S

E P

L A N

-0 5-is su ed f or c on st ru ct io n m.

v el lo n rr y

NEW F-35 STRUCTURE

ROW 19

NOTE 1

EXPLODED VIEW

NOT TO SCALE

NORTH

SEE EXPLODED VIEW

THIS SHEET

-2 4-

Ad de d ne w an ch or b ol t a nc c on cr et e de ta il s

ROW 17

COLUMN COORDINATES

ID NORTHING WESTING

A1 158 36° 13' 56.37" 115° 02' 44.22"

A4 159 36° 13' 56.81" 115° 02' 43.73"

G1 160 36° 13' 53.82" 115° 02' 40.64"

G4 161 36° 13' 54.27" 115° 02' 40.16"

NEW F-35 STRUCTURE

ROW 18

NOTE 1

NEW F-35 STRUCTURE

ROW 17

NOTE 1

NEW F-35 STRUCTURE

ROW 20

NOTE 1

NEW F-35 STRUCTURE

ROW 21

NOTE 1

NEW F-35 STRUCTURE

ROW 22

NOTE 1

-1 8-

ROW 18

COLUMN COORDINATES

ID NORTHING WESTING

A1 163 36° 13' 57.76" 115° 02' 42.71"

A4 164 36° 13' 58.20" 115° 02' 42.23"

G1 162 36° 13' 55.21" 115° 02' 39.13"

G4 165 36° 13' 55.66" 115° 02' 38.65"

ROW 19

COLUMN COORDINATES

ID NORTHING WESTING

A1 10527 36° 13' 59.66" 115° 02' 40.65"

A4 10500 36° 14' 00.10" 115° 02' 40.17"

G1 10509 36° 13' 57.12" 115° 02' 37.07"

G4 10506 36° 13' 57.57" 115° 02' 36.59"

ROW 20

COLUMN COORDINATES

ID NORTHING WESTING

A1 10528 36° 14' 00.96" 115° 02' 39.25"

A4 10534 36° 14' 01.41" 115° 02' 38.76"

G1 10538 36° 13' 58.42" 115° 02' 35.66"

G4 10535 36° 13' 58.87" 115° 02' 35.18"

ROW 21

COLUMN COORDINATES

ID NORTHING WESTING

A1 9004 36° 14' 02.53" 115° 02' 37.54"

A4 9000 36° 14' 02.98" 115° 02' 37.06"

G1 31057 36° 13' 59.98" 115° 02' 33.97"

G4 9003 36° 14' 00.43" 115° 02' 33.49"

ROW 22

COLUMN COORDINATES

ID NORTHING WESTING

A1 9005 36° 14' 03.78" 115° 02' 36.18"

A4 9001 36° 14' 04.23" 115° 02' 35.70"

G1 9006 36° 14' 01.23" 115° 02' 32.61"

G4 9002 36° 14' 01.68" 115° 02' 32.13"

"AS-BUILT"

BURNS & MCDONNELL ASSUMES NO

RESPONSIBILITY FOR THE ACCURACY OF

RECORD DRAWINGS OR FOR ANY ERRORS OR

OMISSIONS THAT MAY BE INCORPORATED INTO

IT AS A RESULT OF INCORRECT INFORMATION

PROVIDED TO BURNS & MCDONNELL. THOSE

RELYING ON THE RECORD DRAWINGS ARE

ADVISED TO OBTAIN INDEPENDENT

VERIFICATION OF ITS ACCURACY

COLUMN SCHEDULE

AutoCAD SHX Text

SCALE IN FEET

AutoCAD SHX Text

THIS MAP COMPLIES WITH NATIONAL MAP ACCURACY STANDARDS

AutoCAD SHX Text

1927 NORTH AMERICAN DATUM

AutoCAD SHX Text

GENERAL NOTES:

T E

R E

V D

E S

C R

I P

T I O

N B

Y A

P P

R O

V E

D R

E V

D A

T E

D E

S C

R I P

T I O

N A

P P

R O

V E

D B

TAB NO.

SHEET OF

H E

C K

D A

J E

W I N

I L E

N A

L E

W E

CO M

OCAB

C O

M P

R H

E N

S I V

L A

B A

C O

M M

A B

U T

E L L O

N T

S d a t e

I I P

W G

C O

N S

T R

U C

H A

U C

S001

3 10

G E

N E

R A

T R

U C

T U

R A

O T

E S i s s u e d f o r c o n s t r u c t i o n

1. GENERAL:

A. THESE NOTES, AND OTHER DRAWING NOTES CONTAINED WITHIN, ARE PROVIDED TO MEET SPECIFIC

REQUIREMENTS AND TO SUPPLEMENT THE CONTRACT SPECIFICATIONS. THESE NOTES NEITHER REPLACE NOR

OVERRIDE THE PROVISIONS AND REQUIREMENTS OF THE CONTRACT SPECIFICATIONS.

B. CONTRACTOR SHALL COORDINATE ALL STRUCTURAL WORK WITH WORK SHOWN ON ALL OTHER DRAWINGS.

C. CONTRACTOR SHALL VERIFY ALL DIMENSIONS OF EXISTING CONSTRUCTION AND REPORT ANY DISCREPANCIES

FROM THE CONTRACT DRAWINGS TO THE ENGINEER OF RECORD PRIOR TO COMMENCING WITH WORK. SCALING

OF WORKING DIMENSIONS FROM THE STRUCTURAL DRAWINGS IS PROHIBITED.

D. CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. CONTRACTOR SHALL BE

RESPONSIBLE FOR ALL MEANS AND METHODS OF CONSTRUCTION INCLUDING, BUT NOT LIMITED TO, SHORING AND

TEMPORARY BRACING. CONTRACTOR SHALL UNDERTAKE ALL NECESSARY MEASURES TO ENSURE SAFETY OF ALL

PERSONS AND STRUCTURES AT THE SITE AND ADJACENT TO THE SITE. VISITS TO THE SITE BY THE OWNER OR THE

ENGINEER OF RECORD SHALL NOT RELIEVE THE CONTRACTOR OF SUCH RESPONSIBILITY.

E. IF CERTAIN FEATURES ARE NOT FULLY SHOWN OR CALLED FOR ON THE CONTRACT DRAWINGS OR

SPECIFICATIONS, THEIR CONSTRUCTION SHALL BE OF THE SAME CHARACTER AS FOR SIMILAR CONDITIONS THAT

ARE SHOWN OR CALLED FOR, WITH THE APPROVAL OF THE ENGINEER OF RECORD. WHERE SECTIONS VARY, CONTRACTOR SHALL PROVIDE FOR SMOOTH TRANSITIONS BETWEEN THEM, UNLESS NOTED OTHERWISE.

F. ALL PRODUCTS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS' WRITTEN INSTRUCTIONS AND

RECOMMENDATIONS, UNLESS NOTED OTHERWISE.

G. THE DESIGN OF THIS STRUCTURE IS BASED ON THE ASSUMPTION THAT IN PLACE SLABS ON GRADE DO NOT HAVE

SIGNIFICANT DIFFERENCES IN TOP OF CONCRETE ELEVATION FOR EACH COLUMN/BASEPLATE SUPPORT POINT.

2. DESIGN STANDARDS:

A. PRINCIPAL CODE OF RECORD: INTERNATIONAL BUILDING CODE 2012.

B. ASCE 7, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES 2010.

C. ACI 318, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, 2002.

D. AISC STEEL CONSTRUCTION MANUAL, 13TH EDITION.

E. AISI COLD-FORMED STEEL CONSTRUCTION MANUAL, 2007.

F. NFPA 780

G. UFC-3-575-1

3. SPECIAL INSPECTIONS:

A. REQUIRED IN ACCORDANCE WITH IBC SECTION 1704.

1. FREQUENCY: CONTINUOUS UNLESS SPECIFICALLY PERMITTED BY THE PRINCIPAL CODE OF RECORD TO BE

PERIODIC.

2. SPECIAL INSPECTOR: QUALIFIED PERSON WHO HAS DEMONSTRATED COMPETENCE TO THE SATISFACTION

OF THE BUILDING OFFICIAL.

B. STEEL CONSTRUCTION:

1. IN-PLANT FABRICATIONS OR FABRICATOR CERTIFICATION.

2. MATERIALS, INCLUDING WELD FILLERS AND HIGH-STRENGTH BOLTS.

3. WELDING AND HIGH-STRENGTH BOLT INSTALLATION.

4. SHEAR CONNECTORS FOR COMPOSITE CONSTRUCTION.

5. EXPANSION AND ADHESIVE ANCHORS.

6. FRAMING AND JOINT DETAILS, INCLUDING BRACING AND STIFFENERS.

7. OPEN WEB STEEL JOISTS AND BRIDGING.

8. STEEL FLOOR AND ROOF DECK AND ATTACHMENTS.

9. COLD-FORMED STEEL FRAMING INSTALLATION AND FASTENERS.

4. DESIGN LOADS:

A. OCCUPANCY CLASSIFICATION : CATEGORY II PER ASCE 7.

B. LIVE LOADS PER ASCE 7-10:

1. ROOF LIVE LOAD: 20 PSF.

2. ROOF LIVE LOAD REDUCTION IS PERMITTED IN ACCORDANCE WITH IBC.

C. SNOW LOAD PER ASCE 7-10:

1. GROUND SNOW LOAD: 0 PSF.

2. EXPOSURE FACTOR: 0.9.

3. IMPORTANCE FACTOR: 1.0.

4. THERMAL FACTOR: 1.0.

D. WIND LOAD PER ASCE 7-10:

1. BASIC WIND SPEED: 115 MPH (3-SECOND GUST).

2. EXPOSURE CATEGORY: C.

3. ENCLOSURE CONDITION: PARTIALLY ENCLOSED, PER ASCE DEFINITIONS.

4. TOPOGRAPHIC FACTOR: 1.0.

E. SEISMIC LOAD PER ASCE 7-10:

1. MAXIMUM CONSIDERED EARTHQUAKE SPECTRAL RESPONSE ACCELERATIONS

=0.514, S

=0.168 .

2. DESIGN EARTHQUAKE SPECTRAL RESPONSE ACCELERATIONS Sds = 0.476, Sd1, =0.238

3. IMPORTANCE FACTOR: 1.0.

4. SITE CLASS: D.

5. SEISMIC DESIGN CATEGORY: D

6. BASIC SEISMIC FORCE RESISTING SYSTEM: ORDINARY STEEL CONCENTRIC BRACED FRAMES, MOMENT

CONNECTIONS, AND ROOF DIAPHRAGM ROD BRACING.

7. DESIGN BASE SHEAR: 20 KIPS.

8. ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE.

5. MATERIALS: SEE THE FOLLOWING SPECIFICATIONS FOR COMPLETE REQUIREMENTS AND COMPLY WITH ALL

APPLICABLE OSHA REGULATIONS

A. REINFORCED CONCRETE:

1. REINFORCED CONCRETE SHALL BE PREPARED AND PLACED IN ACCORDANCE WITH ACI MANUAL OF

CONCRETE PRACTICE.

2. CONCRETE

A. FIELD TO VERIFY THAT ALL EXISTING CONCRETE SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE

STRENGTH OF f'c = 4500 PSI, BEFORE ANCHORING TO CONCRETE. IF MINIMUM f'c = 4500 PSI CANNOT BE

JUSTIFIED, CONTACT ENGINEER OF RECORD.

B. NEW CONCRETE SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF f'c = 4500 PSI, PORTLAND

CEMENT: TYPE V, WITH A MAXIMUM WATER / CEMENT RATIO OF 0.45.

3. FORMWORK

A. CONTRACTOR SHALL BE RESPONSIBLE FOR DESIGN, ENGINEERING, STRUCTURAL ADEQUACY, AND

CONSTRUCTION OF ALL CONCRETE FORMWORK IN ACCORDANCE WITH THE CONTRACT

SPECIFICATIONS.

B. COORDINATE ALL CONCRETE WORK WITH THE PLACEMENT OF PIPING, INSERTS,FLOOR DRAINS, AND

OTHER EMBEDDED ITEMS INDICATED ON THE CONTRACT DRAWINGS OR IN THE CONTRACT

SPECIFICATIONS.

C. ALL NEW OR EXISTING PIPING OR UTILITIES PASSING THROUGH NEW CONCRETE SHALL BE CAST-IN, UNLESS NOTED OTHERWISE. SEE OTHER DISCIPLINE DRAWINGS FOR SLEEVE DETAILS. CONTRACTOR

SHALL PROVIDE MEASURES TO ENSURE THAT SLEEVES REMAIN FREE OF DEBRIS AND WATER DURING

CONSTRUCTION.

D. PROVIDE 3/4" CHAMFER STRIPS ON ALL EDGES OF EXPOSED CONCRETE, UNLESS NOTED OTHERWISE.

E. WITH THE EXPLICIT PRIOR APPROVAL IN WRITING OF THE ENGINEER , COLUMN AND WALL FOOTINGS

MAY BE EARTH-FORMED USING UNDISTURBED NATIVE SOIL. PROVIDE A MINIMUM EXCAVATION WIDTH 4"

GREATER THAN INDICATED, AND A DEPTH 2" GREATER THAN INDICATED.

4. REINFORCING STEEL

A. BARS: ASTM A615 GRADE 60.

B. ALL CONCRETE SHALL BE REINFORCED UNLESS SPECIFICALLY MARKED "NOT REINFORCED" OR

"UNREINFORCED".

C. CONTRACTOR SHALL DETAIL AND PLACE ALL REINFORCEMENT IN ACCORDANCE WITH ACI SP-66, ACI

301, ACI 318, AND CRSI MANUAL OF STANDARD PRACTICE.

D. MINIMUM CONCRETE CLEAR COVER OVER REINFORCEMENT SHALL BE AS FOLLOWS, UNLESS NOTED

OTHERWISE:

(1) CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3".

(2) CONCRETE EXPOSED TO EARTH OR WEATHER: #6 THROUGH #11

BARS - 2"; #5 AND SMALLER BARS, WELDED WIRE FABRIC - 1 1/2".

(3) CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH THE GROUND: SLABS AND WALLS -

3/4"; BEAMS AND COLUMNS, PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS - 1 1/2".

E. EMBEDMENT AND LAP SPLICE LENGTHS FOR REINFORCING STEEL BARS SHALL BE AS INDICATED ON

DWG S103.

F. EPOXY GROUT: CONFORM TO ASTM C881, TYPE IV, GRADE 3, EXCEPT GEL TIMES. PROVIDE MINIMUM

EMBEDMENT LENGTH REQUIRED TO DEVELOP ULTIMATE STRENGTH OF BAR.

B. STRUCTURAL AND MISCELLANEOUS STEEL:

1. STRUCTURAL AND MISCELLANEOUS STEEL SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH

AISC STEEL CONSTRUCTION MANUAL, 13th EDITION.

2. NEW STEEL STRUCTURAL MEMBERS SHALL BE PAINTED WITH ONE PRIME COAT OF ZINC CHROMATE

ANTI-CORROSION PAINT, FOLLOWED BY TWO COATS OF FRAZEE PAINT NO. 213 TRAVATAN. THE EXTERIOR

PAINT USED ON THE NEW STRUCTURAL MEMBERS SHALL BE MANUFACTURED FOR OUTDOOR METAL

SURFACES.

3. TEMPORARY ERECTION BRACING SHALL BE DESIGNED AND PROVIDED BY THE CONTRACTOR AS REQUIRED

AND SHALL NOT BE REMOVED UNTIL ALL PERMANENT LATERAL-LOAD-RESISTING ELEMENTS AND

CONNECTIONS ARE COMPLETELY INSTALLED.

4. WIDE FLANGE SHAPES AND TEES: ASTM A992, Fy = 50 KSI.

5. OTHER SHAPES, PLATES, THREADED RODS, ANGLES, AND CHANNELS:

A. ASTM A36, Fy = 36 KSI, UNLESS NOTED OTHERWISE.

B. ASTM A572 GRADE 50, Fy = 50 KSI, WHERE INDICATED AS "(50)".

6. SAG RODS:

A. ASTM A36 MINIMUM 1/2" DIA STEEL, THREADED FULL LENGTH OR THREADED A MINIMUM OF 6" AT EACH

END WITH HOT DIPPED ZINC COATING.

7. SQUARE AND RECTANGULAR HOLLOW STRUCTURAL SECTIONS: ASTM A500 GRADE B, Fy = 46 KSI

8. PIPE: ASTM A53 TYPE E OR S, GRADE B, Fy = 35 KSI.

9. BOLTS:

A. 3/4" DIAMETER ASTM A325-N, UNLESS NOTED OTHERWISE.

B. FRAMING CONNECTIONS: SNUG-TIGHTENED JOINTS WITH STANDARD HOLES, UNLESS NOTED

OTHERWISE.

C. BRACING CONNECTIONS: SNUG-TIGHTENED JOINTS WITH OVERSIZE HOLES, UNLESS NOTED

OTHERWISE.

D. ON ONE SIDE OF EACH DOUBLE CONNECTION OF BEAMS TO A COLUMN WEB OR A GIRDER WEB

DIRECTLY OVER A COLUMN, PROVIDE A TEMPORARY SEAT ANGLE ATTACHED TO COLUMN OR GIRDER

WEB AND TO BOTTOM FLANGE OF BEAM. MINIMUM SEAT CONNECTION SHALL BE L4x3x3/8 LLH WITH

TWO 3/4" DIAMETER A307 OR A325-ST BOLTS EACH LEG. SINGLE AND DOUBLE STAGGERED

CONNECTIONS ARE PROHIBITED WITHOUT THE EXPLICIT PRIOR APPROVAL IN WRITING OF THE

STRUCTURAL ENGINEER OF RECORD.

10. WELDING: IN ACCORDANCE WITH AWS D1.1 USING E70 ELECTRODE WITH LOW HYDROGEN.

11. SPACER PLATES NOT USED AT DOUBLE ANGLES.

12. POST-INSTALLED ANCHORS:

A. CONCRETE ANCHORS: CARBON STEEL MANUALLY EXPANDED WEDGE TYPE, UNLESS NOTED

OTHERWISE.

B. ADHESIVE ANCHORS: 3/4" DIA HILTI HIT-RE 500-V3 + HAS B7, UNLESS NOTED OTHERWISE.

13. GROUT: CEMENTITIOUS NONSHRINK.

C. STEEL DECK:

1. STEEL DECK, ATTACHMENTS, AND ACCESSORIES SHALL BE DESIGNED, FABRICATED, AND INSTALLED IN

ACCORDANCE WITH SDI MANUALS AND AISI COLD-FORMED STEEL DESIGN MANUAL.

2. ROOF DECK:

A. McELROY MASTERLOK-FS 24" 22 GA, ASTM A792 (50 KSI STEEL), MINOR RIBS, UPLIFT: UL580 CLASS 90, WITH ACRYLIC COATED GALVALUME FINISH.

1. McELROY METAL 22 GA LOW FLOATING CLIPS (ASTM A653) (50 KSI) ARE TO BE USED IN

CONJUNCTION WITH STANDING SEAM METAL ROOF PANELS.

2. FASTENING OF PANELS AND ACCESSORY/TRIM ATTACHMENTS SHALL BE IN ACCORDANCE WITH

MANUFACTURERS INSTRUCTIONS AND RECOMMENDATIONS UNLESS NOTED OTHERWISE.

3. THE TOP SURFACE OF THE ROOF PANELS SHALL RECEIVE ONE PRIME COAT OF ZINC CHROMATE

ANTI-CORROSION PAINT, FOLLOWED BY TWO COATS OF FRAZEE PAINT NO. 213 TRAVATAN. THE

EXTERIOR PAINT USED ON THE NEW STRUCTURAL MEMBERS SHALL BE MANUFACTURED FOR

OUTDOOR METAL SURFACES.

3. WALL PANELS:

A. McELROY METAL MULTI-RIB 36" WIDE 22 GA, ASTM A792 (50 KSI STEEL), UPLIFT: UL580 CLASS 90, WITH

ACRYLIC COATED GALVALUME FINISH.

1. FASTENING OF PANELS SHALL BE PER MANUFACTURERS RECOMMENDATIONS.

2. THE EXTERIOR SURFACE OF THE WALL PANELS SHALL RECEIVE ONE PRIME COAT OF ZINC

CHROMATE ANTI-CORROSION PAINT, FOLLOWED BY TWO COATS OF FRAZEE PAINT NO. 213

TRAVATAN. THE EXTERIOR PAINT USED ON THE NEW STRUCTURAL MEMBERS SHALL BE

MANUFACTURED FOR OUTDOOR METAL SURFACES.

4. ALL STEEL DECK AND DECK ATTACHMENTS SHALL BE CAPABLE OF RESISTING THE WIND UPLIFT LOADS

INDICATED ON THE CONTRACT DRAWINGS.

5. ALL STEEL DECK SHALL CROSS A MINIMUM OF TWO SPANS. MINIMUM LENGTH OF END LAPS AND BEARING AT

ALL SUPPORTS SHALL BE 2".

6. ALL STEEL DECK SHALL BE SUPPORTED AT EDGES OF OPENINGS AND AROUND COLUMNS. ADDITIONAL

SUPPORT STEEL SHALL BE PROVIDED BY CONTRACTOR AS REQUIRED AND FABRICATED SO THAT DECK

RUNS CONTINUOUSLY OVER MINOR OPENINGS, WHICH SHALL NOT BE CUT UNTIL NEEDED BY OTHER

TRADES.

7. MINIMUM STEEL DECK ATTACHMENT SHALL BE PER MCELROY RECOMMENDED INSTALLATION MANUAL AND

PROCEDURES.

D. COLD-FORMED STEEL FRAMING:

1. COLD-FORMED STEEL FRAMING SHALL BE DESIGNED, FABRICATED, AND ERECTED IN ACCORDANCE WITH AISI

COLD-FORMED STEEL DESIGN MANUAL AND SSMA OR LGSI PUBLICATIONS AS APPLICABLE.

2. SHAPE DESIGNATIONS:

A. PURLINS, EAVE STRUTS, AND OTHER MEMBERS: PER LGSI LIGHT GAGE STRUCTURAL STEEL FRAMING

SYSTEM DESIGN HANDBOOK, INDICATING MEMBER DEPTH, FLANGE WIDTH(S), SLOPE FOR EAVE

STRUTS ONLY, STYLE, AND NOMINAL GAGE.

3. FRAMING MEMBERS:

A. ASTM A653 GRADE 33, Fy = 33 KSI, UNLESS NOTED OTHERWISE.

4. FINISH:

A. STEEL CONFORMING TO ASTM A570 OR ASTM A611: CLEAN, PRETREAT, AND PRIME PRIME WITH

BAKED-ON, LEAD- AND CHROMATE-FREE, RUST-INHIBITIVE PRIMER.

B. STEEL CONFORMING TO ASTM A653: HOT-DIP GALVANIZE TO PROVIDE A COATING CLASS OF G 60.

5. MECHANICAL FASTENERS: CORROSION-RESISTANT-COATED, SELF-DRILLING, SELF-THREADING

STEEL DRILL SCREWS WITH LOW PROFILE HEADS BENEATH SHEATHING AND MANUFACTURER'S

STANDARD HEADS ELSEWHERE.

6. BOLTS: ASTM A307

7. WELDING: IN ACCORDANCE WITH AWS D1.1 OR D1.3, AS APPLICABLE.

A d d e d n w a n c h o r b o l t c c o n c r e t e d e t a i l s

A S

U I L

T S

1 2

"AS-BUILT"

BURNS & MCDONNELL ASSUMES NO

RESPONSIBILITY FOR THE ACCURACY OF

RECORD DRAWINGS OR FOR ANY ERRORS OR

OMISSIONS THAT MAY BE INCORPORATED INTO

IT AS A RESULT OF INCORRECT INFORMATION

PROVIDED TO BURNS & MCDONNELL. THOSE

RELYING ON THE RECORD DRAWINGS ARE

ADVISED TO OBTAIN INDEPENDENT

VERIFICATION OF ITS ACCURACY

AutoCAD SHX Text

SCALE IN FEET

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THIS MAP COMPLIES WITH NATIONAL MAP ACCURACY STANDARDS

AutoCAD SHX Text

1927 NORTH AMERICAN DATUM

AutoCAD SHX Text

ABBREVIATIONS

AA - ALUMINUM

ASSOCIATION

AB - ANCHOR BOLT

ABT - ABOUT

ACI - AMERICAN CONCRETE

INSTITUTE

ACO - AT CONTRACTOR'S

OPTION

ADH - ADHESIVE

AGGR - AGGREGATE

AHR - ANCHOR

AISI - AMERICAN IRON AND

STEEL INSTITUTE

AISC - AMERICAN INSTITUTE

OF STEEL

CONSTRUCTION

AL - ALUMINUM

ALTN - ALTERNATE

ANSI - AMERICAN NATIONAL

STANDARD INSTITUTE

APPROX- APPROXIMATE

ARCH - ARCHITECT

ASTM - AMERICAN SOCIETY

FOR TESTING OF

MATERIALS

AWS - AMERICAN WELDING

SOCIETY

BC - BOLT CIRCLE

BETW - BETWEEN

BLDG - BUILDING

BM - BEAM

BOS - BOTTOMOF STEEL

BOT - BOTTOM

BRG - BEARING

BRKT - BRACKET

CAP - CAPACITY

C/C - CENTER TO CENTER

CGF - COMPACTED

GRANULAR FILL

CL - CENTER LINE

CF - CUBIC FEET

CHKR - CHECKER

CIR - CIRCLE

CIS - CENTERED IN SLAB

CIW - CENTERED IN WALL

CJ - CONSTRUCTION

JOINT

CLR - CLEAR

CLJ - CONTROL JOINT

CMU - CONCRETE MASONRY

UNIT

CO - CONCRETE OPENING

CONC - CONCRETE

CONT - CONTINUOUS

CONTR- CONTRACT

COL - COLUMN

CONN - CONNECTION

COR - CORNER

COORD - COORDINATE

CRSI - CONCRETE

REINFORCING STEEL

INSTITUTE

CTR - CENTER

CY - CUBIC YARD

DBL - DOUBLE

DET - DETAIL

DIAG - DIAGONAL

DIA - DIAMETER

DIM - DIMENSION

DK - DECKING

DL - DEAD LOAD

DN - DOWN

DWL - DOWEL

DWG - DRAWING

E - EAST

EA - EACH

ED - EQUIPMENT DRAIN

EF - EACH FACE

EJ - EXPANSION JOINT

EL - ELEVATION

ELEC - ELECTRICAL

ELEV - ELEVATOR

EMBED- EMBEDMENT

EQ - EQUAL

EQUIV - EQUIVALENT

EQSP - EQUALLY SPACED

EQUIP - EQUIPMENT

EXIST - EXISTING

EXP - EXPANSION

EXT - EXTERIOR

EW - EACH WAY

FAB - FABRICATE

FD - FLOOR DRAIN

FDN - FOUNDATION

FF - FAR FACE

FL - FLOOR

FLG - FLANGE

FNSH - FINISH

FS - FAR SIDE

FT - FEET

FUT - FUTURE

GA - GAGE

GALV - GALVANIZE

GND - GROUND

GR - GRADE

GRTG - GRATING

HEX - HEXAGON

H - HIGH

HR - HANDRAIL

HPT - HIGH POINT

HORIZ - HORIZONTAL

HS - HIGH STRENGTH

IBC - INTERNATIONAL

BUILDING CODE

ID - INSIDE DIAMETER

IF - INSIDE FACE

IJ - ISOLATION JOINT

INTR - INTERIOR

INVT - INVERT

JT - JOINT

KB - KNEE BRACE

KPL - KICK PLATE

KSI - KIPS PER SQUARE

INCH

LAD - LADDER

LB - POUND

L - LONG

LL - LIVE LOAD

LLH - LEG HORIZONTAL

LLV - LONG LEG VERTICAL

LONG - LONGITUDINAL

LPT - LOW POINT

LNTL - LINTEL

LS - LAP SPLICE

MATL - MATERIAL

MAX - MAXIMUM

MECH - MECHANICAL

MEZZ - MEZZANINE

MFR - MANUFACTURER

MH - MANHOLE

MIN - MINIMUM

MISC - MISCELLANEOUS

MK - MARK

N - NORTH

NA - NOT APPLICABLE

NE - NORTHEAST

NF - NEAR FACE

NOM - NOMINAL

NW - NORTHWEST

NIC - NOT IN CONTRACT

NTS - NOT TO SCALE

NO - NUMBER

NS - NEAR SIDE

OC - ON CENTER

OD - OUTSIDE DIAMETER

OF - OUTSIDE FACE

OPNG - OPENING

OPP - OPPOSITE

OSHA - OCCUPATIONAL

SAFETY AND HEALTH

ADMINISTRATION

OZ - OUNCE

PED - PEDESTAL

PEN - PENETRATE

PERP - PERPENDICULAR

PJNT - PROJECTION

PL - PLATE

PREFAB - PREFABRICATED

PSF - POUNDS PER SQUARE

FOOT

PSI - POUNDS PER SQUARE

INCH

PVC - POLYVINYL CHLORIDE

R - RISER

RAD - RADIUS

RD - ROOF DRAIN

REF - REFERENCE

REINF - REINFORCE

REQD - REQUIRED

REV - REVISION

RJ - ROUGHENED JOINT

RM - ROOM

S - SOUTH

SCHED- SCHEDULE

SE - SOUTHEAST

SECT - SECTION

SH - SHEET

SIM - SIMILAR

SLP - SLOPE

SLV - SLEEVE

SP - SPACE

SPEC - SPECIFICATION

SQ - SQUARE

SST - STAINLESS STEEL

STD - STANDARD

STL - STEEL

STIF - STIFFENER

STIR - STIRRUP

STR - STRAIGHT

STRL - STRUCTURAL

STRUC - STRUCTURE

SW - SOUTHWEST

SYMM - SYMMETRICAL

TEMP - TEMPORARY

THK - THICK

THRU - THROUGH

THD - THREAD

TOB - TOP OF BOLT

TOC - TOP OF CONCRETE

TOG - TOP OF GRATING

TOS - TOP OF STEEL

T&B - TOP & BOTTOM

TRD - TREAD

TYP - TYPICAL

UBC - UNIFORM BUILDING

CODE

UNO - UNLESS NOTED

OTHERWISE

VAR - VARIES

VERT - VERTICAL

W - WEST

W - WIDE

W/ - WITH

W/O - WITHOUT

WP - WORK POINT

WT - WEIGHT

WWF - WELDED

WIDTH - WIRE FABRIC

WD - WIDTH

ELEVATION CALLOUT EXAMPLE

DETAIL CALLOUT EXAMPLE

SECTION CALLOUT EXAMPLE

DRAWING SEQUENCE NUMBER

INDICATES WHERE TITLE IS

LOCATED (MAY NOT BE

PRESENT IF CALLOUT AND

TITLE ARE ON THE SAME

DRAWING)

LETTER OR

NUMBER DESIGNATOR

THE WORD "SECTION"

MAY BE REPLACED WITH

"ELEVATION" OR "DETAIL"

SECTION, DETAIL, AND ELEVATION

IDENTIFICATION SYSTEM

SECTION, DETAIL, OR ELEVATION TITLE EXAMPLE

SYMBOL IDENTIFIERS

SECTION, DETAIL, AND ELEVATION

SECTION

ONE OR TWO CHARACTER

DISCIPLINE DESIGNATOR

(MAY NOT BE PRESENT IF

CALLOUT AND TITLE ARE

ON DRAWINGS WITHIN THE

SAME DISCIPLINE)

FP001

A001

D A

T E

R E

V D

E S

C R

I P

T I O

N B

Y A

P P

R O

V E

D R

E V

D A

T E

D E

S C

R I P

T I O

N A

P P

R O

V E

D B

TAB NO.

SHEET OF

H E

C K

D A

J E

W I N

L E

N A

L E

W E

CO M

OCAB

C O

M P

R H

E N

S I V

L A

B A

C O

M M

A B

U T

E L L O

N T

S d a t e

W G

C O

N S

T R

U C

H A

U C

S002

4 10

32'-6" (REF)

NOTE 1

3/4"

1/2

NOTES:

1. EXTEND BUILT UP GIRDER TO REQUIRED OVERHANG DISTANCE AT (8)

LOCATIONS; (4) ALONG COLUMN LINE "A" AND (4) ALONG COLUMN LINE

"G". GIRDER OVERHANG SHALL BE CONTINUOUS AND NOT SPLICED

AT COLUMN SUPPORT POINT. WELDING PATTERN FOR BUILT UP

TAPERED WIDE FLANGE DETAIL SHALL BE CONTINUED THROUGHOUT

OVERHANG.

2. CUT TAPERED WIDE FLANGE WEB PLATE TO SUIT.

3. TRIM FLANGES AND WEB AT GIRDER MID SPAN (I.E. MID BAY) TO

ACCOUNT FOR SPLICED CONNECTION AS SHOWN. SEE DETAIL 6 ON

DRAWING S100 FOR SPLICE CONNECTION.

4. DIMENSION INDICATED IS FROM TOP OF WEB PLATE TO BOTTOM OF

WEB PLATE AND DOES NOT INCLUDE THE TOP OR BOTTOM FLANGE

THICKNESS.

CL COLUMN CL RIDGE

PL5/16x7 3/4x32'-6"

ASTM A36

PL5/16x7 3/4x32'-6"

ASTM A36

NOTE 35/16" THK PL

ASTM A36

NOTE 2

7 3/4"

V A

R I E

ELEVATION SECTION

BUILT-UP TAPERED WIDE FLANGE

DETAIL

NOT TO SCALE

N O

1/4 3@12"

1/4

3@12"

1/4

S T

R U

C T

U R

I C

A I L

BENT PL 1/4"

3/16

SUPPORT GIRT

DOUBLE HEX

NUTS WITH STD

WASHERS EACH

END OF RODS

TYP

1/2" SAG RODS w/6"

MIN THREAD EA END

TYPICAL SAG ROD CONNECTIONS

NOT TO SCALE

M I N

1/2 GIRT

WEB WIDTH

GIRT ARRANGEMENT

PER ELEVATION

EQUALLY SPACED

SAGRODS BETWEEN

COLUMN ROWS

GIRT LINE

ELEVATION SECTION

i s s u d f o r c o n s t r u c t i o n

A d d e d n w c h o r b o l t c c o n c r e t e d e t a i l s

A S

U I L

T S

1 2

"AS-BUILT"

BURNS & MCDONNELL ASSUMES NO

RESPONSIBILITY FOR THE ACCURACY OF

RECORD DRAWINGS OR FOR ANY ERRORS OR

OMISSIONS THAT MAY BE INCORPORATED INTO

IT AS A RESULT OF INCORRECT INFORMATION

PROVIDED TO BURNS & MCDONNELL. THOSE

RELYING ON THE RECORD DRAWINGS ARE

ADVISED TO OBTAIN INDEPENDENT

VERIFICATION OF ITS ACCURACY

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THIS MAP COMPLIES WITH NATIONAL MAP ACCURACY STANDARDS

AutoCAD SHX Text

1927 NORTH AMERICAN DATUM

AutoCAD SHX Text

SUN SHADE ROOF

FRAMING PLAN

TOS COLUMN

TOP OF

EXISTING

PAVEMENT

TOP OF RIDGE, TYP

EL 28'-11 3/4"

NOTE 4

LL4X4X1/4

BRACE, TYP

SEE NOTE 9

SYMMERTICAL ABOUT GRID LINE D

FOR GRIDS E, F, G

65'-0"

1'-0"

A B C D E F G

65'-0" 65'-0" 65'-0" 65'-0" 65'-0"

32'-6" 32'-6"

8 SP @ 3'-9 3/4"

1'-0"

8 SP @ 3'-9 3/4"

1'-0"1'-0"

1'-2"

TYP

1'-0"

32'-6" 32'-6"

8 SP @ 3'-9 3/4"

1'-0"

8 SP @ 3'-9 3/4"

1'-0"1'-0" 1'-0"

32'-6" 32'-6"

8 SP @ 3'-9 3/4"

1'-0"

8 SP @ 3'-9 3/4"

1'-0"1'-0" 1'-0"

32'-6" 32'-6"

8 SP @ 3'-9 3/4"

1'-0"

8 SP @ 3'-9 3/4"

1'-0"1'-0" 1'-0"

32'-6" 32'-6"

8 SP @ 3'-9 3/4"

1'-0"

8 SP @ 3'-9 3/4"

1'-0"1'-0" 1'-0"

32'-6" 32'-6"

8 SP @ 3'-9 3/4"

1'-0"

8 SP @ 3'-9 3/4"

1'-0"1'-0"

390'-0"

FRAMING ELEVATION

AT COLUMN LINES 1 THRU 4

SCALE IN FEET

8'0 32'16'

NOTE 5

A B C D

T R

O N

I P

T R

O N

I P

T R

O N

I P

T R

O N

I P

1/2

TYP

S101

16'8'4'0

SCALE IN FEET

6" DIA COL,

TYP

NOTES:

1. SEE DRAWING S101 FOR STANDING SEAM METAL ROOF

(SSMR) SYSTEM DETAILS NOT SHOWN.

2. SEE DRAWING S101 FOR GIRT FRAMING ELEVATIONS,

SECTIONS AND DETAILS.

3. FOR ARCHITECTURAL DETAILS NOT SHOWN, SEE DRAWING

S101 AND S102.

4. TOP OF RIDGE ELEVATION IS THE ELEVATION WHERE THE

TOP FLANGE OF THE TAPERED WIDE FLANGE ATTACHES TO

THE SPLICE PLATE. SEE DETAIL 6 ON DRAWING S102.

5. SEE BUILT UP TAPERED WIDE FLANGE DETAIL ON DRAWING

S002.

6. McELROY ZEE SECTION 8x3.5 12 GAGE (Fy=33 KSI MIN) MAY BE

SUBSTITUTED ACO.

7. LIGHTNING PROTECTION SYSTEM AIR TERMINAL (54

LOCATIONS) BY HARGAR LIGHTING AND GROUNDING.

OCCURS AT 25 EQUALLY SPACED LOCATIONS ON GRIDS 1

AND 4 AND A/2, A/3, G/2, AND G/3.

8. LIGHTNING PROTECTION SYSTEM GROUNDING LUGS (14

LOCATIONS) BY HARGAR LIGHTING AND GROUNDING.

OCCURS AT ALL GRID 1 AND 4 COLUMNS.

9. SEQUENCING: INSTALL VERTICAL BRACE ONLY AFTER ROOF

DEAD LOAD IS FULLY APPLIED.

McELROY MASTERLOK-FS

PAINTED GALVALUME PANELS,

TYP

SLOPESLOPE

8ZS3.25X105

NOTE6

8ZS3.25X105

NOTE6

8ZS3.25X105

NOTE6

8ZS3.25X105

NOTE6

8ZS3.25X105

NOTE6

8ZS3.25X105

NOTE6

8ZS3.25X105

NOTE6

8ZS3.25X105

NOTE6

8ZS3.25X105

NOTE6

8ZS3.25X105

NOTE6

8ZS3.25X105

NOTE6

8ZS3.25X105

NOTE6

S102

TYP

S102

SIM, TYP

S102

TYP

S102

TYP

S102

FLY BRACE

TYP, SIM AT GRID 2, 3 AND 4

NOTE 7

NOTE 8

ROD BRACING

SEE DETAIL 10

ON DRAWING S102

TYP

U R

L I N

O V

E R

H A

N G

T Y

NOTE 5, TYP

NOTE 5 NOTE 5

NOTE 5

TAB NO.

SHEET OF

W N

B Y

N O.

W E

CO M

OCAB

C O M P R H E N S

E P

L A N

C O M B A T

C O M M A N D

R Y A B U T

M V E L L O N

N T S da te

F A

-P -C

W G

C O N S T R U C T F

-3 S

H A D E S

T R U C T

S100 5 10

TYPICAL PURLIN TO GIRDER

(AND PURLIN LAP WHERE

REQUIRED)

F R A M

G P

L A N

E L E V A T

S102

TYPICAL ROD BRACING SAG

CONTROL DETAIL AT ROD

BRACING INTERSECTION

S102

-0 5-is su ed f or c on st ru ct io n

DETAIL

1 1/2'

SCALE IN FEET

0 1/2' 1'

3/16

1/4" THK

PLATE, TYP

2" STD. PIPE

TAPERED WIDE

FLANGE BEAM

(3) 3/4" Ø BOLTS A325

1'-0"

1/4" THK

PLATE

2'-10"

1/2" Ø BOLTS

A325

8" Ø BOLT CIRCLE

SECTION

1 1/2'

SCALE IN FEET

0 1/2' 1'

10" Ø 1/4" THK PLATE

SECTION

1 1/2'

SCALE IN FEET

0 1/2' 1'

1'-0"

1 1/2" 1 1/2"

TAPERED WIDE

FLANGE BEAM

1/4" THK PLATE

SEE DETAIL 1

THIS DWG FOR

LIGHTING SUPPORT

TYP

3/16

1/4" THK

PLATE

1'-5" 1'-5"

CL PIPE

I N

-2 4-

Ad de d ne w an ch or b ol t a nc c on cr et e de ta il s

-1 8-

-B

1 2

"AS-BUILT"

BURNS & MCDONNELL ASSUMES NO

RESPONSIBILITY FOR THE ACCURACY OF

RECORD DRAWINGS OR FOR ANY ERRORS OR

OMISSIONS THAT MAY BE INCORPORATED INTO

IT AS A RESULT OF INCORRECT INFORMATION

PROVIDED TO BURNS & MCDONNELL. THOSE

RELYING ON THE RECORD DRAWINGS ARE

ADVISED TO OBTAIN INDEPENDENT

VERIFICATION OF ITS ACCURACY

AutoCAD SHX Text

SCALE IN FEET

AutoCAD SHX Text

THIS MAP COMPLIES WITH NATIONAL MAP ACCURACY STANDARDS

AutoCAD SHX Text

1927 NORTH AMERICAN DATUM

AutoCAD SHX Text

TYP

S102

TAB NO.

SHEET OF

W N

B Y

N O.

W E

CO M

OCAB

C O M P R H E N S

E P

L A N

C O M B A T

C O M M A

Y A B U T

M V E L L O N

N T S da te

F A

-P -C

D W

C O N S T R U C T F

-3 S

H A D E S

T R U C T

S101 6 10

1'-0"

4 3/4" 4 3/4"

SECTION

4 3/4" 4 3/4"

1 1/4"

6" DIA X-STRONG PIPE COL

A53 GR B

1" THK PL

A572 GR 50

3/4" DIA HILTI HIT-RE 500-V3

+ HAS B7, 9" EMBED.

AT ROW 17, ROW 18, HILTI HDA-P

M12X125/50 W/ 7" EMBED AT ALL

ANCHOR LOCATIONS. AT ROW 21,

ROW 22, HILTI HDA-P M12X125/50

W/ 7" EMBED AT COLUMN A1, A2,

A3, A4. SEE

NOTES 1, 2, 3, 4, & 9

6" DIA X-STRONG

PIPE COL A53 GR B

1/4

ADDITIONAL PLATE

NOT SHOWN FOR

CLARITY

(4)-3/4" DIA ASTM A325

S102

SECTION

S102

SECTION

HILLSIDE WASHER

FLAT WASHER

HEXAGONAL NUT

3/4" DIA ROD

NOTE: FLANGE HIDDEN FOR CLARITY.

S102

SECTION

CL PL &

TAPERED WF

(10) 3/4" DIA

A325-N BOLTS

TAPERED

WIDE FLANGE

5/16

1 1/2'

SCALE IN FEET

0 1/2' 1'

1 1/2'

SCALE IN FEET

0 1/2' 1'

1 1/2'

SCALE IN FEET

0 1/2' 1'

1 1/2'

SCALE IN FEET

0 1/2' 1'

10"

5" 5"

2 1/4"

2 3/4"

CJP

SECTION

SIM, TYP

S102

6" DIA X-STRONG

PIPE COL

LL4X4 BRACE

PER ELEVATION

SEE NOTE 9 ON DWG S100

WALL PANEL

PER ELEVATION

TOP OF

EXISTING

CONC

PAVEMENT

SCALE IN FEET

0 1' 2'

R O

T Y

U M

B A

T E

NOTES:

1. FIELD TO VERIFY CONCRETE EDGE DISTANCE TO ANCHOR

16" MINIMUM. SLAB CONTROL JOINTS AND GROUNDING LUG

SLAB CUTS SHALL BE CONSIDERED A SLAB EDGE.

2. FIELD TO VERIFY CONCRETE SLAB THICKNESS MEETS

MINIMUM EMBEDMENT DEPTH AS SPECIFIED FOR THIS

ANCHORAGE PLUS 1 1/2". IF MINIMUM THICKNESS IS NOT MET

CONTACT ENGINEER OF RECORD PRIOR TO COMMENCING

WORK.

3. IN PLACE CONCRETE COMPRESSIVE STRENGTH IS ASSUMED

AS f'c = 4500 PSI MINIMUM FOR ANCHORAGE. IF FIELD

DETERMINES IN PLACE CONCRETE STRENGTH DOES NOT

MEET A COMPRESSIVE STRENGTH OF 4500 PSI, CONTACT

ENGINEER OF RECORD PRIOR TO COMMENCING WORK.

4. POST INSTALLED ANCHOR SHALL BE INSTALLED PER

MANUFACTURER'S INSTRUCTIONS, INCLUDING THAT THE

ANCHOR BOLT PILOT HOLES ARE VACUUMED AND CLEANED

OUT PROPERLY TO HELP INSURE COMPLETE EPOXY BOND

WITH THE CONCRETE HOLE SURFACES AND HELP INSURE

BOLTS CAN REACH THEIR FULL TENSION LOAD CAPACITY.

5. NOT USED.

6. ALL BOLT HOLES SHALL BE AISC STANDARD HOLES.

7. SHIELD WALL PANEL APPLICABLE ONLY AT COLUMN LINE "A".

8. MCELROY METAL ZEE SECTION 10X3.5 12 GAGE (FY=33 KSI

MIN) MAY BE SUBSTITUTED ACO.

9. WHERE SLAB THICKNESS OF LESS THAN 10” IS

ENCOUNTERED, USE HILTI HDA-P M12X125/50 ANCHORS IN

LIEU OF THE ANCHORS DETAILED IN SECTION A. THIS NOTE

IS ONLY APPLICABLE IF ALL OF THE FOLLOWING ARE MET:

A) BASEPLATE LOCATION IS AT COLUMN A1, A2, A3, OR A4

(SEE S100 FRAMING PLAN)

B) MINIMUM SLAB THICKNESS OF 8”

C) SLAB MUST NOT BE PREVIOUSLY CORED FOR THE

ANCHORS DETAILED IN SECTION A.

D) A MINIMUM OF THREE (3) NEARBY/ADJACENT CORE TESTS

MUST BE PERFORMED NEAR COLUMN LINE A AT EACH

NEW F-35 SHADE STRUCTURE ASSOCIATED WITH THIS

PACKAGE, WITH THE TEST YIELDING AN AVERAGE

CONCRETE CORE STRENGTH OF AT LEAST f'c = 4,675 PSI, AND NO SINGLE CORE IS LESS THAN f'c = 4,125 PSI.

WHERE ALL OF THE ABOVE CONDITIONS ARE NOT MET,

REFER TO ALTERNATE SECTION A ON DWG S103.

10. ALTERNATE SECTION A ON DWG S103 MAY ONLY BE USED IF

HOLES HAVE BEEN PREMATURELY CORED FOR ORIGINAL

ANCHORS SPECIFIED IN SECTION A. FIELD SHALL GROUT

EXISTING CORE HOLES. THIS NOTE IS APPLICABLE IF ALL OF

THE FOLLOWING ARE MET:

A) BASEPLATE LOCATION IS AT COLUMN A1, A2, A3, OR A4

(SEE S100 FRAMING PLAN)

B) MINIMUM SLAB THICKNESS OF 8”

C) NOTE 3, THIS DWG (SHT S101), MUST BE VERIFIED BEFORE

USE OF ALTERNATE SECTION A.

WHERE ALL OF THE ABOVE CONDITIONS ARE NOT MET, NEW

ISOLATED FOOTING MUST BE PROVIDED IN ACCORDANCE

WITH THE DETAIL ON S103.

S102

TYP

S102

TYP

S102

SIM, TYP

S102

TOP OF

EXISTING

CONC

PAVEMENT

10'-0" 10'-0"

FRAMING ELEVATION

AT COLUMN LINES B THRU G

(LOOKING WEST)

16'8'4'0

SCALE IN FEET

HSS4X4X3/16

T R

O N

I P

T R

O N

I P

T R

O N

I P

1 2 3 4

TOP OF

EXISTING

CONC

PAVEMENT

10'-0" 10'-0"

FRAMING ELEVATION

AT COLUMN LINE A

(LOOKING WEST)

16'8'4'0

SCALE IN FEET

T R

O N

I P

HSS4X4X3/16

1 2 3 4

NOTE: SEE NOTES 2 & 3 FROM DRAWING S100 ROOF

AND WALL PANEL.

T R

O N

I P

HSS4X4X3/16

S102

HSS4X4X3/16

T R

O N

I P

TYP

4 3 2 1

TYP

10ZS3.25X105

NOTE 8

10ZS3.25X105

NOTE 8

10ZS3.25X105

NOTE 8

GIRT ELEVATION

AT COLUMN LINE A

(LOOKING EAST)

16'8'4'0

SCALE IN FEET

NOTE: WALL PANEL NOT SHOWN FOR CLARITY.

TOP OF

EXISTING

CONC

PAVEMENT

EQ EQ EQ EQ EQ EQ

TOS COLUMN

McELROY METAL MULTI-RIB

PAINTED GALVALUME

PANELS, TYP

T R

O N

I P

STEEL FRAME

BEYOND

10ZS3.25X105

NOTE 8

10ZS3.25X105

NOTE 8

10ZS3.25X105

NOTE 8

10ZS3.25X105

NOTE 8

10ZS3.25X105

NOTE 8

10ZS3.25X105

NOTE 8

2 1/4"

2 3/4"

CL PL &

TAPERED WF

7 3/4"

EQ EQ

2 1/4"

1 5/8"

CL PL &

TAPERED WF

3/4" THK PL A36

TAPERED

WIDE FLANGE

5/16

S102

SECTION

1 1/2'

SCALE IN FEET

0 1/2' 1'

CL PL &

TAPERED WF

3/4" THK PL A36

(6) 3/4" DIA

A325-N BOLTS

2 1/4"

TYP

2'-0" 2'-0"

TAPERED

WIDE FLANGE

F R A M

G E

L E V A T

N S

S E C T

N S

NOTE: SAG RODS NOT SHOWN FOR CLARITY.

SAG ROD,

TYP

HSS4X4X3/16HSS4X4X3/16

T R

O N

I P

-0 5-is su ed f or c on st ru ct io n

1" THK PL A572 GR 50

1'-0"

-2 4-

Ad de d ne w an ch or b ol t a nc c on cr et e de ta il s

-1 8-

-B

1 2

"AS-BUILT"

BURNS & MCDONNELL ASSUMES NO

RESPONSIBILITY FOR THE ACCURACY OF

RECORD DRAWINGS OR FOR ANY ERRORS OR

OMISSIONS THAT MAY BE INCORPORATED INTO

IT AS A RESULT OF INCORRECT INFORMATION

PROVIDED TO BURNS & MCDONNELL. THOSE

RELYING ON THE RECORD DRAWINGS ARE

ADVISED TO OBTAIN INDEPENDENT

VERIFICATION OF ITS ACCURACY

AutoCAD SHX Text

SCALE IN FEET

AutoCAD SHX Text

THIS MAP COMPLIES WITH NATIONAL MAP ACCURACY STANDARDS

AutoCAD SHX Text

1927 NORTH AMERICAN DATUM

AutoCAD SHX Text

TAB NO.

SHEET OF

W N

B Y

N O.

W E

CO M

OCAB

C O M P R H E N S

E P

L A N

C O M B A T

C O M M A

Y A B U T

M V E L L O N

N T S da te

F A

-P -C

W G

C O N S T R U C T F

-3 S

H A D E S

T R U C T

S102 7 10

NOTES:

1. PER MANUFACTURER'S ROOF AND TRIM INSTALLATION

MANUAL, INSTALL UNDER MANUFACTURER'S RECOMMENDED

INSTRUCTIONS. LINE DRIP EDGE CHANNEL AND EAVE

GUTTER WITH 60 MIL, FIBER REINFORCED EPDM RUBBER

FULLY ADHERED TO MEMBRANE. APPLY EPDM MEMBRANE IN

THE FIELD

2. ANTI SAG ROD ASSEMBLIES SHALL BE SUPPLIED IN LENGTHS

TO SUIT THE REQUIRED PURLIN SPACING. ANTI-SAG RODS

SHALL BE COMPATIBLE WITH PURLIN AND INSTALLED PER

ROOF MANUFACTURER'S RECOMMENDATIONS. IF ANTI-SAG

RODS ARE NOT AVAILABLE IN ROOF MANUFACTURER'S

CATALOG, AN APPROVED EQUAL MAY BE USED PROVIDED IT

MEETS THE MINIMUM DETAILS.

3. ALL BOLT HOLES SHALL BE AISC STANDARD HOLES.

4. SHIELD WALL PANEL APPLICABLE ONLY AT COLUMN LINE "A".

5. SEQUENCING: INSTALL VERTICAL BRACE ONLY AFTER ROOF

DEAD LOAD IS FULLY APPLIED.

6. EAVE PURLIN MUST BE GRADE 55 (Fy = 55 KSI MIN).

7. ACO, A THREADED COUPLER MAY BE USED TO SPLICE

THREADED RODS IF TOTAL LENGTH INDICATED ON PLAN

VIEW CANNOT BE MET WITH A SINGLE THREADED ROD.

ENSURE THREADED RODS HAVE A MINIMUM THREAD

ENGAGEMENT WITHIN COUPLER.

PL3/8X4X1'-0 1/4" A36

CENTERED ON COL

1/4

PL3/8X3 1/2X0'-6"

A36

1/2"

PL1/4X5 1/2X0'-6"

A36

HSS4X4

3/16

1/4

(2) 3/4" DIA ASTM A325

6" DIA X-STRONG

PIPE COL

S101

DETAIL

A36 LL4X4

W/ 3/8" GAP

1/4

3/16

1/4

PL3/8X4X1'-0 1/4" A36

CENTERED ON COL

(2) 3/4" DIA ASTM

A325, TYP

PL3/8X8X0'-11" A36

HSS4X4

6" DIA X-STRONG

PIPE COL

PL1/4X5 1/2X1'-3 3/4" A36

S101

DETAIL

1'-6"

EQ EQ

HSS4X4

A36 LL4X4

W/ 3/8" GAP, TYP

PL3/8X6 1/2X1'-6" A36

CENTERED ON HSS

3/16

(2) 3/4" DIA ASTM A325, TYP

S101

DETAIL

A36 LL4X4

SEE NOTE 9 ON

DWG S100

6 1/2"

(2) 3/4" DIA ASTM A325

PL3/8X6 1/2X1'-1 1/2" A36

CENTERED ON COL

6" DIA X-STRONG

PIPE COL

1/2"

S100

DETAIL

1/4

S100

DETAIL

S100

DETAIL

7" 6"

1'-1"

C L

PL3/8X6 1/2X1'-1" A36

CENTERED ON FLANGE

A36 LL4X4

SEE NOTE 9 ON

DWG S100

(2) 3/4" DIA ASTM A325

TAPERED WIDE

FLANGE BEAM

S100

DETAIL

S100

DETAIL

1'-2"

CL COL

G I R

I N

S101

TAPERED WIDE

FLANGE BEAM

(4)-3/4" DIA ASTM A325

6" DIA X-STRONG

PIPE COL

1/2

PURLIN PER

PLAN, TYP

EAVE W/ GUTTER

SEE NOTE 1

ROOF PANEL

PER PLAN

WALL PANEL

PER ELEVATION

5/8" DIA MIN

U-BOLT, GALV

10ZS3.25x105 GIRT

L8X4X1/2X0'-9" LLH

CUT TO SUIT

3/8" STIFFENER PL

BOTH SIDES OF WEB

3 SIDE

TYP

3/16

MIN

(2)-1/2" DIA

ASTM A325

BOLT AT 6" OC

S101

TAPERED WIDE

FLANGE BEAM

PURLIN PER

PLAN, TYP

ROOF PANEL

PER PLAN

RIDGE TRIM

SEE NOTE 1

3/16

S100

DETAIL

1 1/2'

SCALE IN FEET

0 1/2' 1' 1 1/2'

SCALE IN FEET

0 1/2' 1' 1 1/2'

SCALE IN FEET

0 1/2' 1' 1 1/2'

SCALE IN FEET

0 1/2' 1'

1 1/2'

SCALE IN FEET

0 1/2' 1'

1 1/2'

SCALE IN FEET

0 1/2' 1'

SCALE IN FEET

0 1/2' 1' 2'

SCALE IN FEET

0 1/2' 1' 2'

1 1/2'

SCALE IN FEET

0 1/2' 1'

ROOF PANEL

PER PLAN

TAPERED WIDE

FLANGE BEAM

PURLIN PER

PLAN

L2X2X1/4

SEE NOTE 5

M I

L7X4X3/8X0'-6" LG LLV

CENTERED ON TAPERED WF

OR APPROVED PURLIN

CLIP EQUAL

3/16

INTERMEDIATE DRIP

EDGE CHANNEL AT

COL LINES B THRU F

SEE NOTE 1

ROOF PANEL

PER PLAN

FLY BRACE DETAIL

S101

TAPERED WIDE

FLANGE BEAM,

TYP

6" DIA X-STRONG

PIPE COL

PURLIN PER

PLAN

8CS3.5X105 OR

DOUBLE SLOPE

CEE SECTION,

8" DEEP

SEE NOTE 6

TOP OF COLUMN

PER ELEVATION

1/4" PL

3/16

S100

DETAIL

S101

13/16" DIA HOLE

FOR 3/4" DIA ROD

ASTM A36, TYP

SEE NOTE 7

2" MIN

4" MAX

TAPERED WIDE

FLANGE BEAM

1/2" DIA ANTI-SAG ROD BEYOND

AT THIRD POINTS ALONG ALL PURLIN

SPANS TOP LINE OF TAPERED WF BEAM

SEE NOTE 2

1/2"

EDGE ANGLE

SEE NOTE 1

(4)-1/2" DIA

ASTM A325 BOLTS

1/2"

(2) 3/4" DIA ASTM A325

TYP

1/4

TYP

PL3/8X3 1/2X0'-11" A36

SCALE IN FEET

0 1' 2' 4'

3/16

15'-0

1'-0

15'-0

NOTE 4

S101

TOP OF RIDGE

PER ELEVATION

CL RIDGE

TAPERED WIDE

FLANGE BEAM

PURLIN PER

PLAN

PROVIDE SHORT LAP

SPLICE WITH BOLTING

PATTERN AS RECOMMENDED

PER MANUFACTURER'S

INSTALLATION MANUAL.

ALL BOLTS SHALL BE

1/2" DIA ASTM A325

S100

DETAIL

1 1/2'

SCALE IN FEET

0 1/2' 1'

F R A M

G D

E T A

SEE DET 1

THIS DWG

(1) 1/2" DIA ASTM

A325 BOLT ON EITHER

SIDE OF GIRDER WEB.

ENSURE 1" MINIMUM

CLEARANCE FROM WEB

(1) 1/2" DIA ASTM

A325 BOLT, TYP

NOTE: FOR DETAILS NOT SHOWN, SEE DETAIL 8A.

APEX SAG ROD

7 1/2"

MIN

3/16

(4)-1/2" DIA

ASTM A325 BOLTS

3/16

PROVIDE Z-PURLIN CLAMP

RATED FOR 30LB MIN,

2 PER ROD BRACING

INTERSECTION

APPROXIMATE ROD

BRACING INTERSECTION

MAY VARY

PURLIN PER PLAN

P1000 UNISTRUT

CUT TO SUIT

S100

DETAIL

1 1/2'

SCALE IN FEET

0 1/2' 1'

ROD BRACING

PER DETAIL 10

-0 5-is su ed f or c on st ru ct io n

3/16

PL3/4x7 3/4x1'-6" LG

ASTM A572 GR 50

CENTERED ON BEAM

1/4

PL3/4x7 3/4x0'-9" LG

ASTM A572 GR 50

CENTERED ON BEAM

1/4

9" 9"

TYP

-2 4-

Ad de d ne w an ch or b ol t a nc c on cr et e de ta il s

-1 8-

-B

1 2

"AS-BUILT"

BURNS & MCDONNELL ASSUMES NO

RESPONSIBILITY FOR THE ACCURACY OF

RECORD DRAWINGS OR FOR ANY ERRORS OR

OMISSIONS THAT MAY BE INCORPORATED INTO

IT AS A RESULT OF INCORRECT INFORMATION

PROVIDED TO BURNS & MCDONNELL. THOSE

RELYING ON THE RECORD DRAWINGS ARE

ADVISED TO OBTAIN INDEPENDENT

VERIFICATION OF ITS ACCURACY

AutoCAD SHX Text

SCALE IN FEET

AutoCAD SHX Text

THIS MAP COMPLIES WITH NATIONAL MAP ACCURACY STANDARDS

AutoCAD SHX Text

1927 NORTH AMERICAN DATUM

AutoCAD SHX Text

TAB NO.

SHEET OF

W N

B Y

N O.

W E

CO M

OCAB

C O M P R H E N S

E P

L A N

C O M B A T

C O M M A

Y A B U T

M V E L L O N

N T S da te

F A

-P -C

W G

C O N S T R U C T F

-3 S

H A D E S

T R U C T

S103 8 10

C E L L A N E O U S D

E T A

-2 4-

W A

6 1/2" 6 1/2"

7 3/4" 7 3/4"

1'-3 1/2"

6" DIA X-STRONG PIPE COL

A53 GR B

1 1/4" THK PL

A572 GR 50

3/4" DIA HILTI HIT-RE 500-V3

+ HAS B7, 6 3/4" EMBED.

CJP

1 1/2'

SCALE IN FEET

0 1/2' 1'

ALTERNATE SECTION A

(SEE NOTE10 ON DWG S101 THIS DWG)

(SEE NOTE 1, THIS DWG)

COLUMN BASE PLATE

SHALL BE CENTERED

ON NEW FOOTING

IN EA DIRECTION

NEW 8'X8'X1'-0" THK

CONC FOOTING

EXISTING SLAB

COMPACTED SUBGRADE

7 #5 EA WAY T&B

EQUALLY SPACED

ISOLATED FOOTING DETAIL

(APPLICABLE ONLY TO COLUMN

LOCATION A1, A2, A3, OR A4)

SCALE IN FEET

0 1' 2'

GROUT EXISTING CORE HOLES

W/ CEMENTITIOUS NON-SHRINK

GROUT

EJ-4 ALL AROUND

NOTE: IF THIS FOOTING DETAIL IS USED, ORIGINAL

SECTION A DETAIL ON DWG S101 MAY BE USED.

VENT HOLES

AS REQD

8'-0" SQ

2'-0"

MIN LAP

EPOXY #5 DOWEL W/

MIN EMBED OF 12",

MATCH SPACING W/

NEW ISOLATED FOOTING

S L

1/2" UNO

EXPANSION JOINT FILLER

SELF EXPANDING CORK

EJ-4

DOWEL PER

FOOTING DETAIL

EXISTING SLAB

SEALANT BACKER ROD

JOINT SEALANT (USE NON-SAG

FOR VERTICAL OR OVERHEAD)

HDA-P M12 X125/50

W/7" EMBED USED AT COLUMN

A1, A2, A3, A4, APPLICABLE AT ROWS

19 & 20 ONLY.

NOTE:

1. ALTERNATE SECTION A USED AT FOLLOWING ROWS AND

COLUMNS:

ROW 19: A1, A2, A3, A4

ROW 20: A1, A2, A3, A4

-1 8-

-B

1 2

"AS-BUILT"

BURNS & MCDONNELL ASSUMES NO

RESPONSIBILITY FOR THE ACCURACY OF

RECORD DRAWINGS OR FOR ANY ERRORS OR

OMISSIONS THAT MAY BE INCORPORATED INTO

IT AS A RESULT OF INCORRECT INFORMATION

PROVIDED TO BURNS & MCDONNELL. THOSE

RELYING ON THE RECORD DRAWINGS ARE

ADVISED TO OBTAIN INDEPENDENT

VERIFICATION OF ITS ACCURACY

AutoCAD SHX Text

SCALE IN FEET

AutoCAD SHX Text

THIS MAP COMPLIES WITH NATIONAL MAP ACCURACY STANDARDS

AutoCAD SHX Text

1927 NORTH AMERICAN DATUM

AutoCAD SHX Text

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File details come from the government source that posted it. Updated Aug 23, 2022.