McEntire_JNGB_Repair_HVAC_-_100__Drawings_Part1.pdf

PROFESSIONAL SEAL

I n c h e s

Rev. Date Description By Chk'd App'd

Date

DesignedScale

Drawing Title

Project Title

Drawing Status

Drawn Checked Authorized

Client

Original Size

Suitability

Drawing Number Revision www.atkinsglobal.com

Copyright © Atkins Limited (2016)

+1 703 535 3008

+1 703 535 1031

Tel:

Fax:

2318 Mill Road Suite 1040

Alexandria

VA 22314

Client Project Number PSTE152605

McEntire JNGB HVAC REPAIR

HVAC SYSTEMS BASE WIDE

02/06/2019

TYPE B-3

South Carolina Air National Guard

169th Civil Engineer Squadron, McEntire JNGB

WPL REP DLH WPL

G-001

COVER SHEET

No Scale

McEntire JNGB

Eastover, South Carolina

REPAIR HVAC SYSTEMS BASE WIDE

B-3 FINAL SUBMITTAL

FEBRUARY 06, 2019

PSTE152605

PROFESSIONAL SEAL

I n c h e s

Rev. Date Description By Chk'd App'd

Date

DesignedScale

Drawing Title

Project Title

Drawing Status

Drawn Checked Authorized

Client

Original Size

Suitability

Drawing Number Revision www.atkinsglobal.com

Copyright © Atkins Limited (2016)

+1 703 535 3008

+1 703 535 1031

Tel:

Fax:

2318 Mill Road Suite 1040

Alexandria

VA 22314

Client Project Number PSTE152605

McEntire JNGB HVAC REPAIR

HVAC SYSTEMS BASE WIDE

02/06/2019

TYPE B-3

South Carolina Air National Guard

169th Civil Engineer Squadron, McEntire JNGB

WPL REP DLH WPL

G-002

DRAWING INDEX AND MAPS

No Scale

LOCATION MAP

SITE MAP A

SHEET NO. SHEET TITLE

G-001

COVER SHEET

G-002

HVAC DEMOLITION PART PLANS

FAC#157, 200, 243, 279

MD-102

M-405

HVAC CONTROLS & SCHEMATICS

M-406

HVAC CONTROLS & SCHEMATICS

M-001

HVAC SYMBOLS LEGEND

AND GENERAL NOTES

DRAWING INDEX AND MAPS

M-005

OVERALL BUILDING PLANS

FAC#1057, 1060, 1147, 1163

M-004

OVERALL BUILDING PLANS

FAC#878, 984, 958, 1053

M-003

OVERALL BUILDING PLANS

FAC#258, 279, 310, 666, 858

M-002

OVERALL BUILDING PLANS

FAC#157, 200, 210, 243

HVAC DEMOLITION PART PLANS FAC#258

MD-103

HVAC DEMOLITION PART PLANS FAC#310

MD-104

HVAC DEMOLITION PART PLANS FAC#878

MD-105

HVAC DEMOLITION PART PLANS

FAC#958, 984, 1060

MD-106

HVAC DEMOLITION PART PLANS

FAC#1147, 1163

M-101

HVAC PART PLANS FAC#157, 200, 243

M-102

HVAC PART PLANS FAC#210, 258, 279

M-103

HVAC PART PLANS FAC#310

M-104

HVAC PART PLANS FAC#666, 858, 878

M-105

HVAC PART PLANS FAC#958, 984, 1060

M-106

HVAC PART PLANS FAC#1053, 1057, 1163

MD-101

GENERAL

MECHANICAL

SHEET TITLE

ELECTRICAL

SHEET NO.

DRAWING INDEX

E-001

ELECTRICAL LEGEND & GENERAL NOTES

ED-101

ED-102

ED-103

ED-104

ED-105

ED-106

E-101

E-102

E-103

E-104

E-105

E-106

SITE MAP C

SITE MAP B SITE MAP D

PROJECT LOCATION

M-403

HVAC CONTROLS & SCHEMATICS

M-404

HVAC CONTROLS & SCHEMATICS

M-400

INSTRUMENTATION AND CONTROLS LEGEND

M-402

HVAC CONTROLS POINT LIST

M-641

HVAC SCHEDULES

M-642

HVAC SCHEDULES

M-501

HVAC DETAILS

M-502

HVAC DETAILS

M-407

HVAC CONTROLS & SCHEMATICS

S-001

GENERAL NOTES,

ABBREVIATIONS & SYMBOLS

STRUCTURAL

S-101

BUILDING 1163 CATWALK OVERALL PLAN

S-201

BUILDING 1163 CATWALK

PLANS AND DETAILS

S-202

BUILDING 1163 CATWALK

PLANS AND DETAILS

E-002

ELECTRICAL MECHANICAL

EQUIPMENT SCHEDULE

M-401

HVAC CONTROLS POINT LIST

ELECTRICAL DEMOLITION PART PLANS

FAC#157, 200, 279

ELECTRICAL DEMOLITION PART PLANS FAC#258

ELECTRICAL DEMOLITION PART PLANS FAC#310

ELECTRICAL DEMOLITION PART PLANS FAC#878

ELECTRICAL DEMOLITION PART PLANS

FAC#958, 984, 1060

ELECTRICAL DEMOLITION PART PLANS

FAC#1147, 1163

ELECTRICAL PART PLANS FAC#157, 200, 243, 279

ELECTRICAL PART PLANS FAC#210, 258

ELECTRICAL PART PLANS FAC#310

ELECTRICAL PART PLANS FAC#666, 858, 878

ELECTRICAL PART PLANS FAC#958, 984, 1060

ELECTRICAL DEMOLITION PART PLANS

FAC#1053, 1057, 1147, 1163

SECTION / DETAIL

MARK

VARIES

SEE PLAN

ELEVATION MARK

RECESS IN

SLAB

N

NORTH ARROW

TYPICAL

OPENING

MOMENT

CONNECTION

FTG. OR PILE CAP MARK

T/ FTG. OR PILE CAP EL.

(WIDTH x DEPTH)

TYPICAL BEAM

DIMENSIONS

SPAN DIRECTION

PLAN / DETAIL

MARK

METAL DECK

SPAN

DIRECTION

METAL DECK

SPAN DIRECTION

W/ CONC.

TOPPING

STRUCTURAL SYMBOLS

STRUCTURAL GENERAL NOTES

GENERAL STRUCTURAL CRITERIA

1. STRUCTURE IS DESIGNED TO BE SELF-SUPPORTING AND STABLE ONCE IN

SERVICE. NO CONSIDERATION FOR STABILITY AND SHORING IS ASSUMED

BY THE ENGINEER DURING THE BUILDING PROCESS. IT SHALL BE THE

CONTRACTOR'S RESPONSIBILITY TO INSURE THE STABILITY AND SAFETY

OF THE STRUCTURE AND ITS COMPONENTS BY DETERMINING AND

IMPLEMENTING ERECTION PROCEDURES AND SEQUENCE OF

CONSTRUCTION. THIS INCLUDES TEMPORARY BRACING AND SHORING AS

WELL AS SOIL STABILIZATION AND PROTECTIVE MEASURES FOR

ADJACENT EXISTING CONSTRUCTION.

2. STRUCTURAL DRAWINGS AND SPECIFICATIONS SHALL BE UTILIZED

CONCURRENTLY WITH ARCHITECTURAL, SITE, AND ENGINEERING

DRAWINGS OF OTHER DISCIPLINES TO CONSULT INFORMATION NOT

EXPLICITLY INDICATED ON STRUCTURAL DRAWINGS.

3. CONTRACTOR SHALL VERIFY DIMENSIONS AND SITE CONDITIONS PRIOR

TO PROCEEDING WITH PROCUREMENT OF MATERIALS AND LABOR,

FABRICATION, AND CONSTRUCTION WORK. WHERE DISCREPANCIES

EXIST, NOTIFY ARCHITECT / ENGINEER OF SUCH DISCREPANCIES IN

WRITING VIA A REQUEST FOR INFORMATION / INTERPRETATION (RFI)

BEFORE PROCEEDING WITH THE WORK IN THE AFFECTED AREA IN

QUESTION.

4. NO STRUCTURAL MEMBER OR COMPONENT SHALL BE CUT, NOTCHED, OR

OTHERWISE ALTERED UNLESS APPROVED IN WRITING BY STRUCTURAL

ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL

COSTS INCURRED BY STRUCTURAL ENGINEER FOR REVIEW OF SUCH

DEVIATIONS AND IMPLEMENTATION OF APPROPRIATE SOLUTIONS.

5. PRIOR TO COMMENCING WORK, THE GENERAL CONTRACTOR SHALL BE

RESPONSIBLE FOR REVIEWING AND COORDINATING WITH THE SUB-

CONTRACTORS WORK INDICATED ON STRUCTURAL DRAWINGS WITH

ARCHITECTURE, SITE WORK, DELEGATED COMPONENTS, AND THE WORK

OF OTHER ENGINEERING DISCIPLINES.

6. THE STRUCTURAL DRAWINGS AND SPECIFICATIONS ARE

REPRESENTATIVE OF THE FINISHED STRUCTURE. THE STRUCTURAL

ENGINEER SHALL NOT BE IN RESPONSIBLE CHARGE AND CONTROL OF

CONSTRUCTION MEANS, METHODS, PROCEDURES AND CONSTRUCTION

TECHNIQUES, AND JOBSITE SAFETY. THIS SHALL BE THE RESPONSIBILITY

OF THE CONTRACTOR.

7. THE STRUCTURAL ENGINEER SHALL NOT BE CONSTRUED AS HAVING

CONTROL, CHARGE, AND RESPONSIBILITY FOR THE ACTS AND OMISSIONS

AND FOR FAILURE OF THE CONTRACTOR, SUB-CONTRACTOR, AND OTHER

PERSONS PERFORMING THE WORK TO CARRY OUT SUCH WORK IN

ACCORDANCE WITH THE STRUCTURAL DRAWINGS AND COLLECTIVE

CONTRACT DOCUMENTS.

8. THE USE OF REPRODUCTIONS OF THESE STRUCTURAL DRAWINGS AND

SPECIFICATIONS AND USE OF ELECTRONIC FILES AND MODELS BY ANY

CONTRACTOR, SUBCONTRACTOR, ERECTOR, FABRICATOR OR MATERIAL

SUPPLIER IN LIEU OF PREPARATION OF SHOP DRAWINGS IS PROHIBITED

UNLESS PRIOR WRITTEN APPROVAL IS OBTAINED FROM THE

STRUCTURAL ENGINEER.

9. IN THE EVENT THERE IS CONFLICTING INFORMATION BETWEEN THE

DRAWINGS, SPECIFICATIONS AND LOCAL CODE APPLICATIONS OR ANY

OTHER CONTROLLING AUTHORITY, THE MOST STRINGENT CONDITION

SHALL APPLY.

SUBSTITUTIONS

1. CHANGES AND/OR SUBSTITUTIONS BY THE CONTRACTOR TO THE

STRUCTURAL PLANS, DETAILS, MATERIALS, AND OTHER INFORMATION

IN THE STRUCTURAL DRAWINGS SHALL BE SUBMITTED TO THE

STRUCTURAL ENGINEER FOR REVIEW AND APPROVAL.

2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO SUBMIT TO THE

STRUCTURAL ENGINEER THE APPROPRIATE DOCUMENTATION AND

INFORMATION FOR REVIEW INCLUDING BUT NOT LIMITED TO PRODUCT

APPROVALS, SKETCHES, SIGNED AND SEALED CALCULATIONS AS

APPLICABLE, AND SPECIFIC PRODUCT MATERIAL INFORMATION AS IT

COMPARES TO THE PRODUCTS / MATERIALS SPECIFIED ON THE

STRUCTURAL DRAWINGS.

3. THE INCORPORATION OF CHANGES AND/OR SUBSTITUTIONS

INCLUDING BUT NOT LIMITED TO REVIEW, RE-DESIGN, RE-ANALYSIS,

AND RE-DRAFTING INTO THE STRUCTURAL DRAWINGS IS CONSIDERED

AND ADDITIONAL SERVICE FOR THE STRUCTURAL ENGINEER.

4. UNLESS OTHERWISE AGREED UPON BETWEEN THE CONTRACTOR AND

OWNER, THE CONTRACTOR SHALL PROVIDE AN APPLICABLE CREDIT TO

THE OWNER WHERE PROPOSED SUBSTITUTED MATERIALS AND LABOR

ARE A REDUCTION IN COST TO THE ORIGINALLY SPECIFIED ITEM.

DESIGN CRITERIA

1. STRUCTURAL WORK SHALL BE IN ACCORDANCE WITH: AISC 14TH EDITION

STEEL CONSTRUCTION MANUAL AMERICAN WELDING STANDARD (AWS) D1.1

AND THE INTERNATIONAL BUILDING CODE 2018 AS ADOPTED AND

SUPPLEMENTED BY LOCAL REGULATIONS AND ASCE 7-16.

2. REFER TO DRAWINGS OF OTHER DISCIPLINES FOR DIMENSIONS AND

ELEVATIONS NOT INDICATED ON STRUCTURAL DRAWINGS. NOTIFY

ARCHITECT / ENGINEER OF DISCREPANCIES PRIOR TO EXECUTION OF WORK.

3. COORDINATE SIZES AND LOCATIONS OF OPENINGS IN FLOORS, WALLS AND

ROOFS WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND

SITE REQUIREMENTS.

4. NO PROVISIONS HAVE BEEN MADE FOR FUTURE VERTICAL AND/OR

HORIZONTAL ADDITIONS, MODIFICATIONS, AND/OR EXPANSIONS EXCEPT AS

SHOWN ON THE STRUCTURAL DRAWINGS.

5. STRUCTURAL ENGINEER IS NOT RESPONSIBLE FOR THE DESIGN OF

CATWALK SYSTEMS, HANDRAILS, CURTAIN WALL / WINDOW WALL SYSTEMS,

COLD-FORMED STEEL FRAMING, OR OTHER SYSTEMS DELEGATED OR NOT

SHOWN IN THE STRUCTURAL DRAWINGS. SUCH SYSTEMS SHALL BE

DESIGNED, FURNISHED, AND INSTALLED BY OTHER PORTIONS OF THE

CONTRACT DOCUMENTS.

6. REFERENCED DATUM FOR THE PROJECT SHALL BE TAKEN AS 0'-0"

ESTABLISHED FROM SLAB ON GRADE FINISH FLOOR. VERIFY ACTUAL

ELEVATIONS WITH CIVIL DRAWINGS.

GRAVITY LOADS

LIVE LOAD REDUCTION ON SUPPORTING ELEMENTS SHALL BE

IN ACCORDANCE WITH THE BUILDING CODE. UNIFORMED DEAD

LOAD IS ADDITIVE TO ACTUAL STRUCTURAL WEIGHTS.

LOCATION

SELF WT.

UNIFORM

DEAD LOAD

(PSF)

SELF WT.

CONC.

DEAD LOAD

(LBS)

UNIFORM

LIVE LOAD

CATWALK --- --- 40 PSF

CONC.

LIVE LOAD

(LBS)

GUARDRAIL --- 50 PLF 200 TOP RAIL

150 MID RAIL

DESIGN LOADING

INTERIOR WIND PRESSURE

WIND LOADS

PER IBC 1607.14

9 PSF (UNFACTORED)

SUBSTITUTIONS FOR SPECIALTY ENGINEERED COMPONENTS AND

SYSTEMS

1. COMPONENTS AND SYSTEMS DELEGATED TO A SPECIALTY ENGINEER

SHALL CONFORM TO THE DESIGNER OF RECORD’S DESIGN INTENT

AND SHALL NOT DEVIATE IN REQUIRMENTS WITHOUT PRIOR WRITTEN

ACCEPTANCE FROM THE DESIGNER OF RECORD.

2. THE DESIGNER OF RECORD SHALL BE COMPENSATED FOR AND

ALLOWED THIRTY CALENDAR DAYS TO APPROPRIATELY REVIEW AND

RESEARCH PROPOSED SUBSTITUTIONS PRIOR TO ISSUING APPROVAL

OR DENIAL.

3. THE CONTRACTOR SHALL BEAR THE ADDITIONAL COSTS RELATED TO

THE PROPOSED SUBSITUTION INCLUDING BUT NOT LIMITED TO

DESIGNER OF RECORD’S REVIEW TIME, COST OF SPECIALTY

ENGINEERING, COST OF DIRECT AND INDIRECT IMPACT TO OTHER

PORTIONS OF THE WORK INCLUDING RE-ENGINEERING COSTS, AND

COSTS ASSOCIATED WITH TIME AND/OR SCHEDULE DELAYS

INCURRED ON THE PROJECT.

4. OWNER’S APPROVAL OF SUBSTITUTIONS NOT APPROVED BY THE

DESIGNER OF RECORD SHALL RELIEVE THE DESIGNER OF RECORD

OF RESPONSIBILITY FOR SAID PORTION OF THE WORK AND OTHER

AREAS IMPACTED AS A RESULT OF THE UNAPPROVED SUBSTITUTION.

5. FOR UNAPPROVED SUBSTITUTIONS, IT IS THE CONTRACTOR’S

RESPONSIBILITY FOR NOTIFYING THE SPECIALTY ENGINEER THAT

THEY ARE THE DESIGNER OF RECORD FOR SUCH PORTIONS OF THE

WORK AND FOR COMPENSATING THE ENGINEER FOR SUCH

SERVICES.

6. THE DESIGNER OF RECORD FOR AN UNAPPROVED SUBSTITUTION

SHALL DEVELOP INDEPENDENT DESIGN CRITERIA FOR SUCH PROTION

OF THE WORK, SHALL NOT RELY ON PREVIOUSLY DEVELOPED AND

SUBMITTED CRITERIA, AND SHALL CREATE AN INDEPENDENT SET OF

DRAWINGS, SPECIFICATIONS, AND CALCULATIONS FOR SAID WORK.

SHOP DRAWING SUBMITTALS

1. SHOP DRAWING SUBMITTALS ARE REQUIRED FOR ALL STRUCTURAL

FRAMING, ELEMENTS, COMPONENTS, AND SYSTEMS INDICATED ON

THE STRUCTURAL DRAWINGS. SHOP DRAWING SUBMITTALS INCLUDE

BUT ARE NOT LIMITED TO THE FOLLOWING:

A. STRUCTURAL STEEL SUBMITTALS (*)

B. STRUCTURAL STEEL CONNECTIONS NOT DETAILED

OTHERWISE ON THESE DRAWINGS (*)

SHOP DRAWING SUBMITTALS FOR ITEMS NOT LISTED ABOVE SHALL BE

SUBMITTED FOR REVIEW UPON REQUEST BY THE STRUCTURAL

ENGINEER, OR AS INDICATED IN THE SPECIFICATIONS.

ITEMS MARKED (*) SHALL HAVE SHOP DRAWINGS SEALED BY A

PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF THE

PROJECT.

ITEMS MARKED (#) SHALL BE SUBMITTED FOR ENGINEERS RECORD

ONLY.

2. SHOP DRAWINGS SHALL BE REVIEWED BY THE STRUCTURAL

ENGINEER FOR COMPLIANCE WITH DESIGN INTENT AND FOR

GENERAL CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS.

CORRECTIONS OR COMMENTS MADE ON THE SHOP DRAWINGS SHALL

NOT RELIEVE THE CONTRACTOR FROM COMPLIANCE WITH THE

STRUCTURAL DRAWINGS AND SPECIFICATIONS. THE CONTRACTOR

SHALL BE RESPONSIBLE FOR CONFORMING AND CORRELATING

QUANTITIES, DIMENSIONS, ELEVATIONS, AND LENGTHS, FOR

SELECTING FABRICATION PROCESSES, FOR SELECTING METHODS OF

CONSTRUCTION, FOR COORDINATING SUB TRADES AND FOR

PERFORMING WORK IN A SAFE MANNER.

3. SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTOR AND

MARKED "APPROVED" PRIOR TO SUBMITTING THE DRAWINGS TO THE

ARCHITECT ENGINEER FOR REVIEW. SHOP DRAWINGS SHALL BE

MARKED WITH A REVIEW STAMP FROM THE CONTRACTOR INDICATING

REVIEW DISPOSITION AND SHALL BE DATED AND INITIALED. SHOP

DRAWINGS THAT HAVE NOT BEEN REVIEWED, STAMPED, DATED AND

INITIALED WILL BE CONSIDERED NOT REVIEWED BY THE CONTRACTOR

AND SHALL BE RETURNED NOT REVIEWED AND UNCHECKED BY THE

STRUCTURAL ENGINEER.

4. STRUCTURAL ENGINEER SHALL NOT BE RESPONSIBLE FOR DELAYS

CAUSED DUE TO THE REJECTION OF INCOMPLETE SUBMITTALS,

SUBMITTALS RETURNED DUE TO THE CONTRACTOR'S FAILURE TO

REVIEW DOCUMENTS PRIOR TO RECEIPT BY THE STRUCTURAL

ENGINEER, AND FOR THE ADDITIONAL TIME REQUIRED BY THE

CONTRACTOR'S SUB TRADES TO REVISE AND RE-SUBMIT THE

DRAWINGS AND FOR THE STRUCTURAL ENGINEER TO PERFORM

ADDITIONAL REVIEWS OF NON-CONFORMING SUBMITTALS.

5. UPON RECEIPT OF SHOP DRAWING SUBMITTALS FROM THE

CONTRACTOR THAT HAVE BEEN REVIEWED, STAMPED, DATED, AND

INITIALED BY THE CONTRACTOR, THE ENGINEER SHALL BEGIN

REVIEW OF THE RECEIVED SUBMITTALS. THE CONTRACTOR SHALL

ALLOW FOURTEEN (14) WORKING DAYS FOR SUBMITTAL REVIEW BY

THE STRUCTURAL ENGINEER FROM RECEIPT OF SHOP DRAWINGS.

THE CONTRACTOR SHALL FURTHER ALLOW TEN (10) WORKING DAYS

FROM RECEIPT OF SHOP DRAWING RE-SUBMITTALS FOR REVIEW BY

THE STRUCTURAL ENGINEER.

6. THE STRUCTURAL ENGINEER'S OBLIGATIONS TO REVIEW SHOP

DRAWINGS AND OTHER SUBMITTALS AND TO RETURN THEM IN A

TIMELY MANNER ARE CONDITIONED UPON THE PRIOR REVIEW AND

APPROVAL OF THE SHOP DRAWINGS OR SUBMITTALS BY THE

CONTRACTOR AS REQUIRED IN THE CONSTRUCTION CONTRACT AND

THE CONTRACTOR'S SUBMITTAL OF THE SHOP DRAWINGS AND OTHER

SUBMITTALS IN ACCORDANCE WITH A WRITTEN SCHEDULE

DISTRIBUTED IN ADVANCE TO THE ENGINEER IDENTIFYING THE DATES

FOR THE SUBMITTAL OF THE VARIOUS SHOP DRAWINGS AND

SUBMITTALS.

7. THE STRUCTURAL ENGINEER SHALL NOT BE RESPONSIBLE FOR

MATERIALS THAT ARE FABRICATED, DELIVERED, AND INSTALLED AT

THE SITE WITHOUT A SET OF SHOP SUBMITTALS THAT HAVE BEEN

REVIEWED AND APPROVED BY THE STRUCTURAL ENGINEER. COSTS

ASSOCIATED WITH THE REMOVAL OF UNAPPROVED MATERIALS AND

THE DELAYS ASSOCIATED WITH THE REPAIR, RECONFIGURATION,

AND/OR REMOVAL OF SUCH MATERIALS SHALL NOT BE THE

RESPONSIBILITY OF THE STRUCTURAL ENGINEER.

8. SHOP DRAWINGS REVIEWED BY THE STRUCTURAL ENGINEER AND

RETURNED WITH A MARK OF 'REJECTED' OR 'REVISE AND RESUBMIT'

SHALL BE RE-SUBMITTED FOR REVIEW BY THE STRUCTURAL

ENGINEER. REVISIONS MADE TO SHOP DRAWINGS SHALL BE CLEARLY

MARKED AND THE PURPOSE FOR THE RE-SUBMISSION SHALL BE

CLEARLY NOTED ON THE SHOP DRAWING TRANSMITTAL. REVISIONS

SHALL BE ASSIGNED A SEQUENTIAL REVISION NUMBER.

9. THE CONTRACT DOCUMENTS SHALL GOVERN OVER THE SHOP

DRAWINGS UNLESS OTHERWISE SPECIFIED IN WRITING BY THE

ENGINEER.

SPECIALITY ENGINEER REQUIREMENTS AND SUBMITTALS

1. THE TERM "DELEGATE ENGINEER" SHALL REFER TO A REGISTERED

PROFESSIONAL ENGINEER RETAINED BY THE CONTRACTOR TO

PROVIDE DESIGN AND FABRICATION SUBMITTALS AND CALCULATIONS

FOR THE COMPONENTS DELEGATED BY THE STRUCTURAL ENGINEER

OF RECORD HEREIN.

2. WHERE NOTED ON THIS SET OF CONSTRUCTION DOCUMENTS AND AS

INDICATED BELOW, THE CONTRACTOR SHALL ENGAGE THE SERVICES

OF A DELEGATED ENGINEER TO PROVIDE SPECIALTY ENGINEERING

SERVICES FOR STRUCTURAL COMPONENTS THESE COMPONENTS

SHALL INCLUDE BUT NOT BE LIMITED TO THE FOLLOWING:

A. STRUCTURAL STEEL CONNECTIONS NOT DETAILED OTHERWISE ON

THESE DRAWINGS

B. STEEL CATWALK SYSTEMS

3. THE DELEGATE ENGINEER FOR EACH COMPONENT SHALL BE A

REGISTERED PROFESSIONAL ENGINEER CURRENT AND IN GOOD

STANDING WITH THE STATE OF THE PROJECT WITH A MINIMUM OF FIVE

(5) YEARS OF EXPERIENCE IN DESIGN FOR EACH SPECIFIC

COMPONENT.

4. THE DELEGATE ENGINEER SHALL BE THE ENGINEER OF RECORD FOR

THE AFOREMENTIONED COMPONENTS AND SHALL SUBMIT SIGNED AND

SEALED CALCULATIONS AND DRAWINGS FOR REVIEW BY THE

STRUCTURAL ENGINEER.

5. CALCULATIONS AND DRAWINGS SUBMITTED BY THE DELEGATE

ENGINEER FOR REVIEW BY THE ENGINEER SHALL INCLUDE CLEARLY

DEFINED DESIGN CRITERIA, DESIGN PROCEDURES, STRUCTURAL LOADS,

CODE COMPLIANCE, REQUIRED DETAILS, AND LAYOUTS. DOCUMENTS

SHALL BE IN CONFORMANCE WITH PARAGRAPH 5 OF THIS SECTION.

6. THE DELEGATE ENGINEER SHALL ALSO BE RESPONSIBLE FOR

GENERATING ERECTION DRAWINGS AND FABRICATION PROCEDURES

FOR THE SPECIALTY ENGINEERED COMPONENTS.

7. REVIEW OF CALCULATIONS AND DRAWINGS SUBMITTED BY THE

DELEGATE ENGINEER TO THE STRUCTURAL ENGINEER SHALL BE LIMITED

TO THE VERIFICATION THAT THE DELEGATE ENGINEER HAS UTILIZED THE

DESIGN CRITERIA SPECIFIED AND HAS UNDERSTOOD THE INTENT OF THE

DESIGN. THE STRUCTURAL ENGINEER WILL NOT MAKE A DETAILED

CHECK OF THE CALCULATIONS AND DESIGN PROCESSES UTILIZED BY

THE DELEGATE ENGINEER. THE DELEGATE ENGINEER SHALL BE

RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THE SPECIALTY

COMPONENTS.

8. REFER TO SHOP DRAWING SUBMITTAL SECTION FOR ADDITIONAL

INFORMATION REGARDING SUBMITTAL PROCEDURES AND

REQUIREMENTS.

9. SPECIALITY ENGINEER TO COORDINATE WITH THE ORIGINAL BUILDING

DESIGNER TO CONFIRM THE ADEQUACY OF THE EXISTING STRUCTURE

TO CARRY THE CATWALK AND ADDITIONAL FRAMING LOADS.

OPERATION AND MAINTENANCE

1. STRUCTURES REQUIRE PERIODIC MAINTENANCE TO EXCEED LIFE SPAN

AND TO ENSURE STRUCTURAL INTEGRITY FROM EXPOSURE TO THE

ENVIRONMENT. A PLANNED PROGRAM OF MAINTENANCE SHALL BE

ESTABLISHED BY THE OWNER.

2. THIS PROGRAM SHALL INCLUDE ITEMS SUCH AS, BUT NOT LIMITED TO,

PAINTING OF STRUCTURAL STEEL, PROTECTIVE COATINGS FOR CONCRETE,

SEALANTS, CAULKED JOINTS, EXPANSION JOINTS, CONTROL JOINTS,

SPALLS AND CRACKS IN CONCRETE, AND PRESSURE WASHING OF

EXPOSED STRUCTURAL ELEMENTS EXPOSED TO SALT ENVIRONMENT OR

OTHER HARSH CHEMICALS.

REQUIRED STRUCTURAL INSPECTIONS

1. INSPECTIONS BY THE BUILDING OFFICIAL.

A. FRAMING INSPECTION SHALL BE MADE AFTER ALL ROUGH

MECHANICAL, ELECTRICAL, AND PLUMBING EQUIPMENT IS IN

PLACE, BUT PRIOR TO FIREPROOFING OR WALL COVERING IS

INSTALLED.

2. IN ACCORDANCE WITH THE REQUIREMENTS OF THE BUILDING CODE, THE

OWNER WILL PROVIDE QUALIFIED PERSONNEL TO PERFORM THE

FOLLOWING SPECIAL INSPECTIONS AND REPORT THE FINDINGS TO THE

ENGINEER. THIS DOES NOT RELIEVE THE CONTRACTOR OF ANY

RESPONSIBILITY TO PERFORM THE WORK IN ACCORDANCE WITH THE

DESIGN DRAWINGS. THE CONTRACTOR SHALL NOTIFY THE INSPECTOR 24

HOURS IN ADVANCE OF ALL INSPECTIONS.

A. FRAMING INSPECTIONS DURING THE ERECTION OF ALL STEEL

FRAMING MEMBERS. INSPECTIONS OF ALL DECKING PLACEMENT

AND ATTACHMENTS.

B. HIGH-STRENGTH BOLTS SHALL BE INSPECTED DURING

INSTALLATION AND TIGHTENED IN ACCORDANCE WITH THE CODE.

C. SPRAY-APPLIED FIREPROOFING INSPECTIONS SHALL BE MADE IN

ACCORDANCE WITH THE CODE.

D. ALL WELDS TO BE INSPECTED BY A CERTIFIED WELDING

INSPECTOR AT OWNERS EXPENSE.

MISCELLANEOUS

1. THE CONTRACTOR SHALL PROVIDE THE FOLLOWING SERVICES AS PART

OF THE CONSTRUCTION SCOPE OF WORK:

A. VERIFICATION OF ALL DIMENSIONS, ELEVATIONS, AND OPENING

SIZES, PRIOR TO STARTING WORK.

B. REVIEW AND APPROVE ALL SHOP DRAWINGS PRIOR TO SUBMITTAL,

NOTING CHANGES MADE WHICH DO NOT COMPLY WITH DESIGN

DRAWINGS.

C. PROVIDE TEMPORARY BRACING AND SHORING AS NEEDED TO

PREVENT EXCESSIVE DEFLECTIONS AND DAMAGE DURING

CONSTRUCTION. DESIGN OF TEMPORARY BRACING AND SHORING

SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

EXISTING STRUCTURE

1. INFORMATION SHOWN FOR THE EXISTING STRUCTURE ON THESE

DRAWINGS WAS TAKEN FROM A PARTIAL SET OF THE FOLLOWING:

PREPARED BY: CURT DAVIS & ASSOCIATES, ARCHITECTS

ENTITLED: EAGLE VISION FACILITY: McENTIRE AIR NATIONAL GUARD

STATION

DATE: 8/18/03

AND BY A PARTIAL SET OF THE FOLLOWING:

PREPARED BY: BUTLER MANUFACTURING COMPANY

ENTITLED: SC AIR NG, RICHLAND, SC

DATE: 7/11/03

2. WORK SHOWN ON THESE DRAWINGS ASSUMES THAT THE ORIGINAL

CONSTRUCTION WAS PERFORMED IN ACCORDANCE WITH THE ABOVE

INDICATED ORIGINAL DRAWINGS INCLUDING (BUT NOT LIMITED TO)

DIMENSIONS, ELEVATIONS, MEMBER SIZES, MATERIALS, DETAILS, ETC.

IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY

THE CONDITIONS RELATING TO THE EXISTING STRUCTURE AND TO

NOTIFY THE ENGINEER IMMEDIATELY OF ANY DISCREPANCIES OR

CONFLICTS.

3 DESIGNER OF EXISTING STRUCTURE TO PROVIDE CONFIRMATION

THAT EXISTING STRUCTURE CAN CARRY LOADS IMPOSED BY THE

CATWALK.

STRUCTURAL STEEL FRAMING

1. STRUCT STEEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE

BUILDING CODE AND AISC SPECIFICATIONS FOURTEENTH EDITION.

2. STRUCT STEEL SHALL MEET THE FOLLOWING REQUIREMENTS UNO ON

THE DWGS:

TYPE ASTM GRADE

WIDE-FLANGE TYPE SHAPES (W, S & M) A992 50

ANGLES, CHANNELS AND PLATES A36 -----

PIPE A53 B TYPE E

STRUCT TUBING A500 C

ANCHOR BOLTS A1554 W/S1 -----

STRUCT BOLTS A325N -----

ERECTION BOLTS A307 -----

3. ALL CONNECTIONS NOT DETAILED OR OTHERWISE NOTED SHALL BE

DESIGNED BY THE FABRICATOR OR SPECIALTY ENGINEER. SHOP DWGS

AND CONNECTION CALCULATIONS SHALL BE SUBMITTED BEARING THE

SEAL OF AN ENGINEER REGISTERED IN THE STATE WHERE THE

PROJECT IS LOCATED.

A. BEAM SHEAR CONNECTIONS SHALL BE STANDARD AISC

CONNECTIONS, AND SHALL BE DESIGNED PER SCHED.

DESIGN SHALL BE BASED ON BEARING TYPE BOLTED

CONNECTIONS WITH BOLTS "SNUG TIGHT" PER AISC. WELDED

TYPE CONNECTIONS SHALL BE APPROVED FOR USE PRIOR TO

SUBMITTAL OF SHOP DWGS.

B. ALL MOMENT CONNECTIONS ON THE DWGS SHALL

DEVELOP THE FULL MOMENT CAPACITY OF THE CONNECTED

MEMBERS. MOMENT CONNECTIONS SHALL BE WELDED TYPE.

BOLTED MOMENT CONNECTIONS USING FRICTION TYPE

PRETENSIONED BOLTS SHALL BE APPROVED FOR USE PRIOR

TO SUBMITTAL OF SHOP DWGS. DIRECT TENSION

INDICATOR (DTI) WASHERS SHALL BE USED TO INSURE

PROPER TENSIONING.

C. ALL WELDING SHALL BE IN ACCORDANCE WITH LATEST AWS

D1.1. AND USE E70XX ELECTRODES. ALL WELD SHALL BE

TOUCHED UP WITH ZINC-RICH PROTECTIVE PAINT FOR

CORROSION RESISTANCE.

PROFESSIONAL SEAL

In c h e s

/2

/4

Rev. Date Description By Chk'd App'd

Date

DesignedScale

Drawing Title

Project Title

Drawing Status

Drawn Checked Authorized

Client

Original Size

Suitability

Drawing Number Revision www.atkinsglobal.comCopyright © Atkins Limited (2016)

+1 407 647 7275 +1 407 806 4500

Tel:

Fax:

482 South Keller Road Orlando

FL 32810

BA C D E F G H

Client Project Number PSTE152605

GENERAL NOTES, ABBREVIATIONS

& SYMBOLS

McEntire JNGB Repair

EB

2/05/2019

CS JI JI

TYPE B-3

South Carolina Air National Guard 169th Civil Engineer Squadron, McEntire JNGB

S-001

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

MPH MILES PER HOUR

NIC NOT IN CONTRACT

NO NUMBER

NS NEAR SIDE

NTS NOT TO SCALE

OC ON CENTERS

OD OUTSIDE DIAMETER

OF OUTSIDE FACE

OPNG OPENING

PAF POWDER ACTIVATED FASTENERS

PAR PARALLEL

PC PRECAST CONCRETE

PCF POUNDS PER CUBIC FEET

PCI PRECAST CONCRETE INSTITUTE

PCL PRECAST/PRESTRESSED CONCRETE LINTEL

PEMB PRE ENGINEERED METAL BUILDING

PEN PENETRATION

PJF PREMOLDED BITUMINOUS JOINT FILLER

PL PROPERTY LINE, PLATE

PLF POUNDS PER LINEAR FOOT

PLY PLYWOOD

PREFAB PREFABRICATED

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PRESSURE TREATED

RCP REINFORCED CONCRETE PIPE

RD ROOF DRAIN

REF REFERENCE

REINF REINFORCING

REQD REQUIRED

RTU ROOF TOP UNIT

RW RETAINING WALL

SBP SOIL BEARING PLATE

SCHED SCHEDULE

SIM SIMILAR

SJI STEEL JOIST INSTITUTE

SOG SLAB ON GRADE

Sp SECTION MODULES

SPC SPACE/SPACES

SPCG SPACING

SPECS SPECIFICATIONS

SQ SQUARE

SS STAINLESS STEEL

STD STANDARD

STIFF STIFFENER

STL STEEL

STRUCT STRUCTURAL

SYM SYMMETRICAL

SYP SOUTHERN YELLOW PINE WOOD

T&B TOP AND BOTTOM

T/, TO TOP OF

TB TIE BEAM

TDS TURN DOWN SLAB

TEMP TEMPERATURE

TENS TENSION

THD THREAD/THREADED

THK THICK

TOL TOLERANCE

TS TUBE STEEL/THICKENED SLAB

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE (ALSO UON)

VERT VERTICAL

VOL VOLUME

VWP VERIFY WITH PROCESS

W WIDE FLANGE

W/ WITH

WD WOOD

WF WALL FOOTING

WH WEEP HOLE

WO, W/O WITHOUT

WP WORKING POINT, WATERPROOF

WS WELDED STUD

WT WEIGHT, STRUCTURAL TEE SECTION

WWF WELDED WIRE FABRIC

Ø DIAMETER

# POUNDS

& AND

+/- PLUS OR MINUS

@ AT

A/E ARCHITECT/ENGINEER

AB ANCHOR BOLTS

ABBREV ABBREVIATION

ACI AMERICAN CONCRETE INSTITUTE

ADD ADDITIVE

ADDL ADDITIONAL

AFF ABOVE FINISH FLOOR

AHU AIR HANDLING UNIT

AISC AMERICAN INSTITUTE OF STEEL

CONSTRUCTION

AISI AMERICAN IRON AND STEEL INSTITUTE

ALT ALTERNATE/ALTERNATIVE

ALUM, AL ALUMINUM

ARCH ARCHITECTURE/ARCHITECTURAL

ASPH ASPHALT

ASTM AMERICAN SOCIETY OF TESTING MATERIALS

AWS AMERICAN WELDING SOCIETY

B/, BO BOTTOM OF

BFF BELOW FINISH FLOOR

BIT BITUMINOUS, BITUMASTIC

BLDG BUILDING

BLK BLOCK

BM BENCH MARK

BM BEAM

BOT BOTTOM

BP BASE PLATE/BEARING PLATE

BRG BEARING

BTWN BETWEEN

BU BUILT-UP

C CHANNEL

CB CONCRETE BEAM

CC CONCRETE COLUMN

CF CUBIC FEET (FOOT)

CI CAST-IRON

CIP CAST IN PLACE

CJ CONTROL JOINT

CL CENTER LINE

CLR CLEAR/CLEARANCE

CM CONCRETE MASONRY

CMP CORRUGATED METAL PIPE

CMU CONCRETE MASONRY UNIT

CO COMPANY

COL COLUMN

CONC CONCRETE

CONN CONTINUOUS

CONST CONSTRUCTION

COORD COORDINATE

CS CAST-STEEL

CSJ CONSTRUCTION JOINT

CTR CENTER

CTRD CENTERED

CV CUBIC YARD

DBA DEFORMEDABLE BAR ANCHOR(WELDABLE

REBARS)

DEPT DEPARTMENT

DET DETAIL

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DIST DISTANCE

DN DOWN

DR DRAIN

DWG DRAWING

EA EACH

EE EACH END

EF EACH FACE

EJ EXPANSION JOINT

EL, ELEV ELEVATION, ELEVATOR

ELEC ELECTRIC/ELECTRICAL

ENGR ENGINEER

EQ SP EQUAL SPACED

ES EACH SIDE

EW EACH WAY

EXIST EXISTING

EXP EXPANSION

EXT EXTERIOR

FD FLOOR DRAIN

FDN FOUNDATION

FF FLR FINISHED FLOOR

FIN FINISH

FIN GR FINISH GRADE

FOW EXTERIOR FACE OF WALL (REVEAL SIDE)

FP FULL PENETRATION WELD

FS FAR SIDE

FT FEET/FOOT

FTG FOOTING

GA GAGE/GAUGE

GALV GALVANIZED

GC GENERAL CONTRACTOR

GEN GENERAL

GL GRID LINE

GS GALVANIZED STEEL

GSN GENERAL STRUCTURAL NOTES

HCS HOLLOW CORE SLAB

HORIZ HORIZONTAL

HSA HEADED STUD ANCHOR

HSB HIGH STRENGTH BOLT (A-325)

HT HEIGHT

ID INSIDE DIAMETER

IF INSIDE FACE

IN INCH

INT INTERIOR

INV INVERT

Ip MOMENT OF INERTIA

JST JOIST

JT JOINT

K 1,000 POUNDS (KIP)

KWY KEYWAY

L ANGLE

LDG LANDING

LG L LONG ANGLE

LGTH LENGTH

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LT WT LIGHT WEIGHT

MATL MATERIAL

MAX MAXIMUM

MB MASONRY BEAM, MACHINE BOLT

MECH MECHANICAL

MEP, M/E/P MECHANICAL,ELECTRICAL,PLUMBING

MET METAL

MFR MANUFACTURE/MANUFACTURER

MID MIDDLE

STRUCTURAL ABBREVIATIONS

NOTE: ABBREVIATIONS MAY BE SHOWN WITH OR

WITHOUT PERIODS (IE, AWS OR A.W.S.)

JOHN AZIZ ILTER OKLAHOMA P.E. NO 22929 DATE: 2/6/2019

CORR

MEN'S TOILET

WOMEN'S TOILET

S-201

S-201

(F

IE

L D

V E

R

IF

Y

/4

(F

IE

L D

V E

R

IF

Y

/4

(FIELD VERIFY)

9' - 8"

HVAC UNIT

HVAC UNIT

NEW DOOR

OPENING BY

OTHERS

NOTES:

1. FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS.

2. CATWALK AND GUARDRAIL TO BE PRE-MANUFACTURED AND OSHA COMPLIANT.

NEW

PREFABRICATED

CATWALK, ABI #1

N13

N15

N24

N23

N18

N17

N21

N14

N16

N22

N20

N19

UNFACTORED DEAD LOAD REACTION TABLE

Fx Fy Fz

FORCES (KIPS) MOMENTS (KIP*FT)

Mx My Mz

0.00 0.22 0.00 0.00 0.00 0.01

0.00 0.28 -0.01 -0.03 0.00 0.00

0.00 0.22 0.00 0.00 0.00 0.01

0.00 0.24 0.00 -0.01 0.00 0.00

0.00

0.00

0.00

0.00

0.00

0.00

-0.01

0.00

0.18

0.17

0.35

0.34

0.40

0.39

0.18

0.18

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

-0.01

0.00

0.00

-0.01

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.01

0.01

0.06

0.06

NODE

N13

N14

N15

N16

N17

N18

N19

N20

N21

N22

N23

N24

UNFACTORED INTERNAL WIND DOWN REACTION TABLE

NODE

FORCES (KIPS) MOMENTS (KIP*FT)

0.00 0.04 0.00 0.00 0.00 0.00

0.00 0.00 0.00

0.00 0.00 0.00 0.00

0.00 0.03 0.00 0.00 0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.01

0.08

0.10

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.02

0.00 0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.04

0.08

0.10

0.02

0.04

0.02

Fx Fy Fz Mx My Mz

N13

N14

N15

N16

N17

N18

N19

N20

N21

N22

N23

N24

UNFACTORED INTERNAL WIND LOAD X REACTION TABLE

NODE

FORCES (KIPS) MOMENTS (KIP*FT)

-0.01 0.00 0.00 0.00 0.00

-0.02 0.00 -0.04

0.00 0.00 0.00

0.00 0.00

0.01

-0.18

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

-0.02

0.00 0.00

0.00

0.00

0.00

-0.14

-0.01

-0.01

-0.01

-0.01

-0.01

-0.01

-0.01

-0.01

-0.14

0.01

-0.19

0.19

0.00

-0.02

0.19

0.00

0.00

-0.02

-0.02

-0.03

-0.02

-0.03

-0.02

-0.03

-0.02

-0.03

-0.03

-0.03

Fx Fy Fz Mx My Mz

N13

N14

N15

N16

N17

N18

N19

N20

N21

N22

N23

N24

UNFACTORED INTERNAL WIND LOAD Z REACTION TABLE

NODE

FORCES (KIPS) MOMENTS (KIP*FT)

0.06 -0.04 0.15 -0.01

0.23

0.06

0.15

0.15 0.01

0.05

-0.20 0.07

0.04

0.04

-0.22

0.22

-0.26

0.30

0.60

-0.30

-0.55

0.01

0.02

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

-0.06

0.03

-0.05

-0.07

-0.04

-0.02

-0.04

-0.04

-0.02

-0.02

-0.02

-0.02

-0.02

-0.02

0.15

0.06

0.04

0.06

0.06

0.01

-0.01

-0.01

-0.01

-0.01

-0.01

-0.01

-0.01

-0.01

-0.01

0.01

-0.01

-0.01

0.02

-0.02

-0.02

0.01

-0.01

-0.01

0.01

Fx Fy Fz Mx My Mz

N13

N14

N15

N16

N17

N18

N19

N20

N21

N22

N23

N24

UNFACTORED INTERNAL WIND UP REACTION TABLE

NODE

FORCES (KIPS) MOMENTS (KIP*FT)

0.00 -0.04 0.00 0.00 0.00 0.00

0.00 0.00 0.00

0.00 0.00 0.00 0.00

0.00 -0.03 0.00 0.00 0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

-0.01

-0.08

-0.10

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

-0.02

0.00 0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

-0.04

-0.08

-0.10

-0.02

-0.04

-0.02

Fx Fy Fz Mx My Mz

N13

N14

N15

N16

N17

N18

N19

N20

N21

N22

N23

N24

UNFACTORED LIVE LOAD CONCENTRATED REACTION TABLE

NODE

FORCES (KIPS) MOMENTS (KIP*FT)

0.00 0.05 0.00 0.00 0.00 0.00

0.00 0.07 0.00 0.00

0.00 0.00 0.00 0.00

0.00 0.06 0.00 0.00 0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.02

0.13

0.12

0.13

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.02

0.03

0.00 0.00

0.00

0.00

0.00

0.00

0.05

0.02

0.13

0.00

0.00

0.00

0.00

0.00

Fx Fy Fz Mx My Mz

N13

N14

N15

N16

N17

N18

N19

N20

N21

N22

N23

N24

UNFACTORED LIVE LOAD UNIFORM REACTION TABLE

NODE

FORCES (KIPS) MOMENTS (KIP*FT)

0.00 0.18 0.00 0.00 0.00 0.01

0.00 0.16 0.00 0.00

0.00 0.18 0.00 0.00 0.00 0.01

0.00 0.14 0.00 0.00 0.00

0.00

0.00

0.00

0.00

0.00

0.00

-0.01

0.00

0.07

0.38

0.37

0.46

0.45

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.01

0.01

0.01

0.01

0.07

0.07

0.07

0.00 0.00

0.00

0.00

0.00

Fx Fy Fz Mx My Mz

N13

N14

N15

N16

N17

N18

N19

N20

N21

N22

N23

N24

X

Z

Y

PROFESSIONAL SEAL

In c h e s

/2

/4

Rev. Date Description By Chk'd App'd

Date

DesignedScale

Drawing Title

Project Title

Drawing Status

Drawn Checked Authorized

Client

Original Size

Suitability

Drawing Number Revision www.atkinsglobal.comCopyright © Atkins Limited (2016)

+1 407 647 7275 +1 407 806 4500

Tel:

Fax:

482 South Keller Road Orlando

FL 32810

BA C D E F G H

Client Project Number PSTE152605

BUILDING 1163 CATWALK OVERALL

PLAN

McEntire JNGB Repair

EB

2/05/2019

CS JI JI

TYPE B-3

South Carolina Air National Guard 169th Civil Engineer Squadron, McEntire JNGB

S-101

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

BUILDING 1163 - FIRST FLOOR CEILING PART PLAN

SCALE:2

3D VIEW

NOTE:

THESE REACTIONS ARE A MINIMUM AND MAY INCREASE DEPENDING

ON THE FRAMING DESIGNED BY THE CATWALK MANUFACTURER.

AC-1163-1

AC-1163-2

AC-1163-1

AC-1163-2

TYP

TYP

W6X8.5W6X8.5

STEEL GRATING

CL

E Q

E Q

CATWALK HANGER

RAILING, TYP

NOTES:

1. CONNECTIONS DESIGNED BY CATWALK MANUFACTER.

2. ATTACH METAL BAR GRATING PER MANUFACTURE'S

DETAILS.

3. ENSURE HANGER AND W-BEAM FRAMING SIZES ALLOW FOR

REQUIRED WELDING CLEARANCE BETWEEN HANGER AND

BEAM CONNECTION

STL PL

STIFFENER

T/STEEL

S-201

13' - 4 1/4" 3' - 0"

NOTES:

1. NOTCH GRATING AS REQUIRED AROUND POSTS AND HANGERS.

MIN 3/4"x3/16" STEEL WELDED BAR

GRATING. ATTACH PER

MANUFACTURER'S INSTRUCTIONS

ANGLE BRACES

AS NEEDED, TYP

S-201

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

/8

/8

EQ EQ EQ EQ

HVAC UNIT

HVAC UNIT

DIAGONAL BRACING

AS NEEDED, TYP

NOTES:

1. COMPLY WITH OSHA REGULATIONS FOR CATWALK AND GUARDRAIL DESIGN.

CATWALK AND GUARDRAIL TO BE DESIGNED BY SPECIALTY ENGINEER.

2. FIELD VERIFY ALL DIMENSIONS.

3. CATWALK DESIGNER TO PROVIDE SIGNED AND SEALED CALCULATIONS FOR

REVIEW.

6" DEEP WIDE FLANGE FRAMING, MIN, TYP

3" MIN SQUARE HSS

VERT SUPPORT, TYP

Pip e1

-1 /2

STD

Pip e1

-1 /2

STD

Pip e1

-1 /2

STD

Pip e1

-1 /2

STD

L3X3X1/2 L3X3X1/2 L3X3X1/2 L3X3X1/2

PROFESSIONAL SEAL

In c h e s

/2

/4

Rev. Date Description By Chk'd App'd

Date

DesignedScale

Drawing Title

Project Title

Drawing Status

Drawn Checked Authorized

Client

Original Size

Suitability

Drawing Number Revision www.atkinsglobal.comCopyright © Atkins Limited (2016)

+1 407 647 7275 +1 407 806 4500

Tel:

Fax:

482 South Keller Road Orlando

FL 32810

BA C D E F G H

Client Project Number PSTE152605

BUILDING 1163 CATWALK PLANS

AND DETAILS

McEntire JNGB Repair

EB

2/05/2019

CS JI JI

TYPE B-3

South Carolina Air National Guard 169th Civil Engineer Squadron, McEntire JNGB

S-201

SCALE: 1 1/2" = 1'-0"3

ABI #1 CATWALK HANGER BASE CONNECTION

SCALE: 3/4" = 1'-0"2

ABI #1 CATWALK GRATING PLAN

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

ABI #1CATWALK FRAMING PLAN

NOTES:

1. PROVIDE ADDITIONAL ROOF FRAMING AS NECESSARY.

2. FIELD VERIFY ALL DIMENSIONS.

3. COORDINATE ADDITIONAL FRAMING AND CATWALK PLACEMENT WITH BUTLER

MANUFACTURING COMPANY AND MECHANICAL. SPECIALITY ENGINEER FOR

CATWALK TO BE RESPONSIBLE FOR ADDITIONAL FRAMING DESIGN.

PROPOSED LOCATIONS OF

STEEL COLUMNS HUNG

FROM EXISTING TAPERED

FRAME AND PURLINS, TYPEXIST PURLIN, TYP

EXIST TAPERED FRAME

PROPOSED CATWALK

PLATFORM BELOW

PROPOSED ADDITIONAL

FRAMING SUPPORTS

BETWEEN PURLINS, TYP

S-202

TYP

HSS CATWALK

HANGER

EXIST ROOF

EXIST STEEL FRAME

OR ADDITIONAL

FRAMING SUPPORT

BRACING

3 SIDES

A

SECTION A-A

A

1/4" STEEL

STIFFENER

PL, TYP

1/4" STEEL

STIFFENER

PL

PROFESSIONAL SEAL

In c h e s

/2

/4

Rev. Date Description By Chk'd App'd

Date

DesignedScale

Drawing Title

Project Title

Drawing Status

Drawn Checked Authorized

Client

Original Size

Suitability

Drawing Number Revision www.atkinsglobal.comCopyright © Atkins Limited (2016)

+1 407 647 7275 +1 407 806 4500

Tel:

Fax:

482 South Keller Road Orlando

FL 32810

BA C D E F G H

Client Project Number PSTE152605

BUILDING 1163 CATWALK PLANS

AND DETAILS

McEntire JNGB Repair

EB

2/05/2019

CS JI JI

TYPE B-3

South Carolina Air National Guard 169th Civil Engineer Squadron, McEntire JNGB

S-202

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

ABI #1 CATWALK ROOF FRAMING PLAN

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

ABI #1 CATWALK HANGER TOP CONNECTION