Attachment b- UAS Netting for East Ramp Metal Sunshade Langley.pdf

PDF 36 MB Posted Oct 4, 2024

Attached to: LAFB UAS Netting Design and Prototype
Solicitation number: FA480025R0001
Issued by: Department of the Air Force Air Combat Command

About this file

Written by GovTribe AI · Oct 4, 2024

This document is a Sources Sought Notice for a federal contract opportunity titled "LAFB UAS Netting Design and Prototype." The Air Combat Command is seeking industry input from Small Business sources for non-personal services to provide UAS netting for the East Ramp Metal Sunshades at Langley Air Force Base. The intent is to deter and prevent UAS intrusion near airmen and aircraft. The contract will have three CLINs: design services, installation of a prototype netting on one sunshade, and an option to install netting on all 42 sunshades. Interested parties must submit a capabilities package addressing specific questions by October 10, 2024. The Request for Proposal release date will be determined based on responses to this Sources Sought Notice. This is not a formal solicitation, and no contract will result from this notice.

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Other files

File	Type	Posted
Metal Sunshade Netting Prototype-Statement of Objective (SOO).pdf	PDF	Oct 4, 2024
Attachment a-Metal Shade Structure Dimensions.pdf	PDF	Oct 4, 2024
UAS Netting for East Ramp Metal Sunshade Source Sought.pdf	PDF	Oct 4, 2024

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NUHJ 10NUHJ 10NUHJ 10NUHJ 10----0032003200320032

CONSTRUCT AIRCRAFT CONSTRUCT AIRCRAFT CONSTRUCT AIRCRAFT CONSTRUCT AIRCRAFT

SHELTERSSHELTERSSHELTERSSHELTERS

LANGLY AIR LANGLY AIR LANGLY AIR LANGLY AIR

FORCE BASEFORCE BASEFORCE BASEFORCE BASE

LANGLY LANGLY LANGLY LANGLY AFBAFBAFBAFB

STRUCTURALSTRUCTURALSTRUCTURALSTRUCTURAL

KNOBELOCH & PADGETT ENGINEERING, INC.KNOBELOCH & PADGETT ENGINEERING, INC.KNOBELOCH & PADGETT ENGINEERING, INC.KNOBELOCH & PADGETT ENGINEERING, INC.

478 HIGHWAY 378 WEST478 HIGHWAY 378 WEST478 HIGHWAY 378 WEST478 HIGHWAY 378 WEST

LEXINGTON, SC 29071LEXINGTON, SC 29071LEXINGTON, SC 29071LEXINGTON, SC 29071

803803803803----808808808808----8020802080208020

CONTACT: DAVID PADGETTCONTACT: DAVID PADGETTCONTACT: DAVID PADGETTCONTACT: DAVID PADGETT

SHEET LIST

Sheet Number Sheet Name

General

G-000 COVER SHEET

G-001 OVERALL SITE PLAN

G-002 PARTIAL SITE PLAN ROW 1/2

G-104 SITE MARKING

Structure

S001 GENERAL NOTES & DESIGN CRITERIA

S101 FOUNDATION PLAN

S102 ROOF FRAMING PLAN & HEAT DEFLECTOR SHIELD DETAILS

S201 FOUNDATION & FRAMING SECTIONS

S301 BUILDING ELEVATION

Architecture

A101 FLOOR PLAN & ROOF PLAN

A102 ROOF PLAN DOUBLE

A104 ROOF DETAILS

A201 EXTERIOR ELEVATIONS & SECTIONS

A202 EXTERIOR ELEVATIONS /SECTIONS

CONTACT INFORMATIONCONTACT INFORMATIONCONTACT INFORMATIONCONTACT INFORMATION

ARCHITECTURALARCHITECTURALARCHITECTURALARCHITECTURAL

WM2A ARCHITECTSWM2A ARCHITECTSWM2A ARCHITECTSWM2A ARCHITECTS

348 COTTON AVENUE SUITE 500348 COTTON AVENUE SUITE 500348 COTTON AVENUE SUITE 500348 COTTON AVENUE SUITE 500

MACON, GEORGIA 31201MACON, GEORGIA 31201MACON, GEORGIA 31201MACON, GEORGIA 31201

478478478478----745745745745----4945494549454945

CONTACT: YANCEY POWERSCONTACT: YANCEY POWERSCONTACT: YANCEY POWERSCONTACT: YANCEY POWERS

ELECTRICALELECTRICALELECTRICALELECTRICAL

SAVANT ENGINEERING, LLCSAVANT ENGINEERING, LLCSAVANT ENGINEERING, LLCSAVANT ENGINEERING, LLC 5064 ROSWELL ROAD SUITE D5064 ROSWELL ROAD SUITE D5064 ROSWELL ROAD SUITE D5064 ROSWELL ROAD SUITE D----301301301301

SANDY SPRINGS, GA 30342SANDY SPRINGS, GA 30342SANDY SPRINGS, GA 30342SANDY SPRINGS, GA 30342 770770770770----319319319319----7400740074007400

CONTACT: SCOTT LINDELOWCONTACT: SCOTT LINDELOWCONTACT: SCOTT LINDELOWCONTACT: SCOTT LINDELOW

SHEET 1 OF 11SHEET 1 OF 11SHEET 1 OF 11SHEET 1 OF 11

YanceyPowers Rectangle

YanceyPowers Typewritten Text

100% IFC

YanceyPowers Typewritten Text

100% IFC 8/31/21

EXISTING AIRCRAFT SHELTERS ROW NUMBER THREE

EXISTING AIRCRAFT SHELTERS ROW NUMBER TWO

EXISTING AIRCRAFT SHELTERS ROW NUMBER ONE

S T

A T

E P

L A

N E

S O

U T

H Z

O N

E N

A D

NEW SHELTER

MATCH LINEMATCH LINEMATCH LINEMATCH LINE

EXISTING SHELTERS TO REMAIN

PROPOSED DOUBLE SHELTER

142'-0"

EXISTING SHELTERS TO REMAIN

PROPOSED DOUBLE SHELTER

142'-0"

G-002

121.3

WHG - HM1 - HW - B90

3'-0" x 7'-0"

Opening no.

Door type - Frame Type - HW Set - Fire Rating

Nominal opening - width x height.

A101

Ref

1R e f

1 R e f

Ref

A101

Sheet Number

(Denotes exterior elevation.)

Elevation Number

Sheet Number

(Denotes interior elevation.)

Elevation Number

First Floor

100'-0"

Floor Level

Elevation

A101

SIM

A101

SIM

Building Section Number

Sheet Number

Wall Section Number

Sheet Number

A101

SIM

Detail Section Number

Sheet Number

SIM

A101

Callout Number

Sheet Number

1 Revision Number

Revision Cloud

4" Slash denotes face of stud/face of CMU.

Dot denotes face of finish (or centerline).

1" = 50'-0"G-001

1 SITE PLAN Overall

SHEET 2 OF 11SHEET 2 OF 11SHEET 2 OF 11SHEET 2 OF 11

ABBREVIATIONS

ABBREV TERM

&, + AND

@ AT

A/V AUDIO/VISUAL

AB ANCHOR BOLT

AC AIR CONDITIONING

ACC ACCESSIBLE

ACOUST ACOUSTICAL

ACT ACOUSTIC CEILING TILE

AD AREA DRAIN

ADJ ADJACENT, ADJUSTABLE

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AGGR AGGREGATE

ALT ALTERNATE

ALUM ALUMINUM

ANOD ANODIZED

APC ACOUSTICAL PANEL CEILING

APPROX APPROXIMATE

ARCH ARCHITECTURAL

ASPH ASPHALT

ATTN ATTENTION

AUTO AUTOMATIC

BD BOARD

BG BUMPER GUARD

BIT BITUMINOUS

BL BED LOCATOR; BUILDING

LINE

BLDG BUILDING

BLK BLOCK

BLKG BLOCKING

BM BEAM

BO BOTTOM OF

BOT BOTTOM

BRG BEARING

BRK BRICK

BRKT BRACKET

BSMNT BASEMENT

BUR BUILT-UP ROOFING

C CHANNEL

C,C CONTRACTOR-FURNISHED,

CONTRACTOR-INSTALLED

CAB CABINET

CAT CATEGORY

CATV CABLE TELEVISION

CB CATCH BASIN, CEMENT

BOARD

CBU CEMENTITIOUS BACKER UNIT

CC CENTER-TO-CENTER

CCTV CLOSED-CIRCUIT TELEVISION

CEM CEMENT

CER CERAMIC

CG CORNER GUARD

CH CHILLER

CI CAST IRON

CIP CAST-lN-PLACE

CJ CONTROL JOINT

CL CENTERLINE

CLG CEILING

CLR CLEAR

CMU CONCRETE MASONRY UNIT

CNTR CENTER, COUNTER

CO CASED OPENING; CLEANOUT

COL COLUMN

CONC CONCRETE

COND CONDITION

CONN CONNECTION

CONST CONSTRUCTION

CONT CONTINUOUS

CONTR CONTRACTOR

COORD COORDINATE

CORR CORRIDOR

CPT CARPET

CR CRASH RAIL

CSS CLINICAL SERVICE SINK

CT CERAMIC TILE

CTR CENTER

CTSK COUNTERSUNK

CW COLD WATER; CURTAIN WALL

D DEEP, DEPTH

DBL DOUBLE

DEG DEGREE

DEMO DEMOLISH; DEMOLITION

DEPT DEPARTMENT

DF DRINKING FOUNTAIN

DIA DIAMETER

DIFF DIFFUSER

DIM DIMENSION

DIMS DIMENSIONS

DISP DISPENSER

DIV DIVISION

DMPF DAMP PROOFING

DN DOWN

1 1/2" = 1'-0"

Symbol Legend

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H A M P T O N V

N U H J

A u th o r

C h e c k e r

A u th o r

NUHJ 10NUHJ 10NUHJ 10NUHJ 10----0032003200320032

ABBREVIATIONS

ABBREV TERM

DO DOOR OPENING

DR DOOR

DRN DRAIN

DS DOWNSPOUT

DTL DETAIL

DW DISHWASHER

DWG DRAWING

DWMS DRYWALL METAL STUD

DWR DRAWER

E EAST

EA EACH

EB EXPANSION BOLT

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRICAL

ELEV ELEVATOR

EMER EMERGENCY

ENCL ENCLOSURE

ENGR ENGINEER

EP ELECTRICAL PANEL

EPDM ETHYLENE PROPYLENE DIENE

M-CLASS (ROOFING)

EQ EQUAL

EQUIP EQUIPMENT

EXH EXHAUST

EXIST EXISTING

EXP EXPANSION

EXT EXTERIOR

FA FIRE ALARM

FB FACE BRICK

FD FLOOR DRAIN; FIRE

DEPARTMENT

FDC FIRE DEPARTMENT

CONNECTION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF&E FURNITURE, FIXTURES AND

EQUIPMENT

FFB FLUSH FLOOR BOX

FFE FINISH FLOOR ELEVATION

FH FLAT HEAD

FHC FIRE HOSE CABINET

FIN FINISH

FIXT FIXTURE

FLASH FLASHING

FLR FLOOR

FLUOR FLUORESCENT

FND FOUNDATION

FO FACE OF

FP FIRE PROTECTION

FPG FIREPROOFING

FR FIRE RESISTANT

FRC FIBER REINFORCED

CONCRETE

FRP FIBER REINFORCED PANEL

FRT FIRE RETARDANT TREATED

FT FEET; FOOT

FTG FOOTING

FURN FURNITURE

FURR FURRING

FWC FABRIC WALL COVERING

FWP FABRIC WRAPPED PANEL

GA GAUGE

GALV GALVANIZED

GB GRAB BAR

GC GENERAL CONTRACT(OR)

GEN GENERAL

GFRC GLASS FIBER REINFORCED

CONCRETE

GL GLASS

GLAZ GLAZING

GRAN GRANULAR

GRD GROUND

GRFG GLASS FIBER REINFORCED

GYPSUM

GSM GALVANIZED SHEET METAL

GV GAS VALVE

GWB GYPSUM WALL BOARD

GYP GYPSUM

H HIGH; HEIGHT

HB HOSE BIB

HC ACCESSIBLE

HDWD HARDWOOD

HDWR HARDWARE

HGT HEIGHT

HM HOLLOW METAL

HNDRL HANDRAIL

HO HOLD OPEN

HORIZ HORIZONTAL

HR HOUR

HRC HOSE REEL CABINET

ABBREVIATIONS

ABBREV TERM

HSS HOLLOW STRUCTURAL

SECTION

HTG HEATING

HVAC HEATING, VENTILATION, AND

AIR CONDITIONING

HW HOT WATER; HAND WASH

ID INSIDE DIAMETER

IN INCH; INCHES

INCAND INCANDESCENT

INCL INCLUDED; INCLUDING

INFO INFORMATION

INSUL INSULATED; INSULATION

INT INTERIOR

INV INVERT

JAN JANITOR

JC JANITOR'S CLOSET

JST JOIST

JT JOINT

K KIP (1000 POUNDS)

KIT KITCHEN

KO KNOCK OUT

KP KICK PLATE

KSF KIPS PER SQUARE FOOT

LAM LAMINATE

LAV LAVATORY

LB POUNDS

LGMS LIGHT GAUGE METAL STUD

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LT LIGHT

LVT LUXURY VINYL TILE

MAS MASONRY

MAX MAXIMUM

MB MODIFIED BITUMEN

(ROOFING)

MECH MECHANICAL

MED MEDIUM

MEMB MEMBRANE

MFR MANUFACTURER

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

MR MOISTURE RESISTANT

MTD MOUNTED

MTG MOUNTING

MTL METAL

MULL MULLION

N NORTH

N/A NOT APPLICABLE

NC NOISE CRITERIA

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NTS NOT TO SCALE

O,C OWNER-FURNISHED,

CONTRACTOR-INSTALLED

O,O OWNER-FURNISHED,

OWNER-INSTALLED

O/C ON CENTER

OA OUTSIDE AIR

OD OUTSIDE DIAMETER;

OVERFLOW DRAIN

OD OVERFLOW DRAIN

OFF OFFICE

OH OVERHEAD

OPNG OPENING

OPP OPPOSITE

ORD OVERFLOW ROOF DRAIN

P PAINT

PAV PAVING

PB PARTICLE BOARD

PC PRECAST

PDF POWER DRIVEN FASTENER

PEMB PRE-ENGINEERED METAL

BUILDING

PERF PERFORATED

PERIM PERIMETER

PERP PERPENDICULAR

PI. PLATE

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLBG PLUMBING

PLF POUNDS PER LINEAL FOOT

PLYWD PLYWOOD

PNL PANEL

PNT PAINT; PAINTED

POL POLISHED

ABBREVIATIONS

ABBREV TERM

PR PAIR

PREFAB PREFABRICATED

PROJ PROJECT

PSF POUNDS PER SQUARE FOOT

PT POINT; PRESSURE-TREATED

PTD PAINTED

PTN PARTITION

PVC POLYVINYL CHLORIDE

QT QUARRY TILE

QTY QUANTITY

R RADIUS; RISER

RA RETURN AIR

RAD RADIUS

RB RESILIENT BASE

RBR RUBBER

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REC RECESSED

RECPT RECEPTACLE

REF REFERENCE

REFR REFRIGERATOR

REG REGISTER

REINF REINFORCED; REINFORCING

REL RELOCATE

REM REMOVABLE

REQ REQUIRE; REQUIRED

REQD REQUIRED

RESIL RESILIENT

REV REVISION; REVISED

RM ROOM

RO ROUGH OPENING

RTD RATED

RTG RATING

RTU ROOF TOP UNIT

S SOUTH

SA SUPPLY AIR

SAF SELF-ADHERED FLASHING

SCHED SCHEDULE

SCW SOLID CORE WOOD

SD STORM DRAIN

SECT SECTION

SF SQUARE FEET; SQUARE FOOT

SH SPRINKLER HEAD

SHR SHOWER

SHT SHEET

SIM SIMILAR

SM SHEET METAL;

SURFACE-MOUNTED

SP STANDPIPE

SPEC SPECIFICATION; SPECIFIED

SPK SPRINKLER OR SPEAKER

SPKR SPEAKER

SQ SQUARE

SS STAINLESS STEEL

SSK SERVICE SINK

STA STATION

STC SOUND TRANSMISSION

COEFFICIENT

STL STEEL

STOR STORAGE

STRG STRINGER

STRUCT STRUCTURE; STRUCTURAL

SUBCAT SUBCATEGORY

SUSP SUSPENDED

SYM SYMMETRICAL

SYS SYSTEM

T TREAD

T&B TOP AND BOTTOM

T&G TONGUE AND GROOVE

TB TOWEL BAR

TEL TELEPHONE; TELECOM

TELE TELEPHONE

TEMP TEMPERATURE; TEMPORARY

TEMP TEMPORARY

THK THICKNESS

THRU THROUGH

TKBD TACK BOARD

TLT TOILET

TMPD TEMPERED

TO TOP OF

TOB TOP OF BEAM

TOC TOP OF CONCRETE

TOS TOP OF STEEL

TV TELEVISION

TYP TYPICAL

UNFIN UNFINISHED

UNO UNLESS NOTED OTHERWISE

UON UNLESS OTHERWISE NOTED

URNL URINAL

ABBREVIATIONS

ABBREV TERM

VAR VARIES

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VEST VESTIBULE

VIF VERIFY IN FIELD

VP VISION PANEL

VR VAPOR RETARDER

VWC VINYL WALL COVERING

W WIDE; WEST

W/ WITH

W/O WITHOUT

WC WATER CLOSET

WD WOOD

WIN WINDOW

WP WATERPROOF;

WATERPROOFING

WPM WATERPROOF MEMBRANE

WS WEATHER-STRIPPING

WSCT WAINSCOT

WT WEIGHT

WV WATER VALVE

WWF WELDED WIRE FABRIC

WWM WELDED WIRE MESH

YanceyPowers Rectangle

YanceyPowers

100% IFC

VAULT

LOCATION OF PIPING AS PER BASE MAP.

EXISTING AIRCRAFT SHELTERS ROW NUMBER TWO

EXISTING AIRCRAFT SHELTERS ROW NUMBER ONE

EXIST. BOX DRAIN

LOCATION OF PIPING AS PER BASE MAP.

UNABLE TO FIELD VERIFY BY SURVEY

15" CONC

VAULT

O N

15" CONC

N 3560369.84

E 12108550.52

N 3560182.11

E 12108632.87

N 3560323.25

E 12108954.61

N 3560510.98

E 12108872.25

NEW SHELTER

A101

EXISTING SHELTERS TO REMAIN (6) 1'-4" PROPOSED SHELTER (2)

REF STRUCTURAL DRAWINGS FOR FOOTING AND

COLUMN DETAILS

REF STRUCTURAL DRAWINGS FOR FOOTING AND

COLUMN DETAILS

EXISTING COL. AND FOOTINGS TO REMAIN

MATCH LINEMATCH LINEMATCH LINEMATCH LINE

1111 2222 3333 4444 5555

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D W N

B Y

D W N

B Y C K D

B Y

C K D

B Y

C K D

B Y

C K D

B Y

D E S

N E D

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N E D

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D E S

N E D

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D A T E

P L O T

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D A T E

P L O T

S C A L E

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S C A L E

D E P A R T M E N T

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F O R C E

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D E P A R T M E N T

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F O R C E

D E P A R T M E N T

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GENERAL NOTES:

1. CONSTRUCTION OF THIS PROJECT SHALL BE IN ACCORDANCE WITH THE

2018 INTERNATIONAL BUILDING CODE, CURRENT EDITIONS OF UFC

3-301-01, AND ALL OTHER APPLICABLE BUILDING CODES HAVING

JURISDICTION.

2. VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE PROJECT SITE

PRIOR TO STARTING WORK. NOTIFY THE ENGINEER OF ANY

DISCREPANCIES OR EXISTING CONDITIONS THAT ARE NOT CONSISTENT

WITH THE DRAWINGS.

3. COORDINATE ALL WORK WITH THE ARCHITECTURAL DRAWINGS,

SPECIFICATIONS, APPROVED SHOP DRAWINGS, AND DRAWINGS OF OTHER

TRADES BEFORE STARTING WORK. NOTIFY THE ARCHITECT IMMEDIATELY

OF ANY DISCREPANCIES, INCONSISTENCIES OR CONFLICTS PRIOR TO

STARTING FABRICATION OR CONSTRUCTION OF THE WORK.

4. SUBMIT SHOP DRAWINGS TO ENGINEER FOR ALL STRUCTURAL

COMPONENTS PRIOR TO FABRICATION. DO NOT REPRODUCE STRUCTURAL

DRAWINGS FOR SHOP DRAWINGS OR ERECTION PLANS UNLESS APPROVED

BY THE ENGINEER. USE OF REPRODUCED CONTRACT DRAWINGS IN PART

OR IN WHOLE FOR SHOP DRAWING PREPARATION SHALL NOT RELIEVE

THE CONTRACTOR OR SUPPLIER FROM THE REQUIREMENT TO ACCURATELY

LAYOUT, DETAIL, AND PROVIDE THEIR PORTION OF THE WORK. SHOP

DRAWINGS SHALL BE REVIEWED AND APPROVED BY THE CONTRACTOR FOR

ALL DIMENSIONS, ELEVATIONS, AND ERECTION PROCEDURE PRIOR TO

SUBMITTING TO THE ENGINEER. PROVIDE AMPLE TIME FOR SHOP

DRAWING REVIEW TO TAKE PLACE. REFER TO THE PROJECT

SPECIFICATIONS FOR OTHER SUBMITTAL REQUIREMENTS.

5. THE ENGINEER'S REVIEW OF SHOP DRAWINGS IS FOR OVERALL

CONFORMANCE WITH THE DESIGN INTENT AND GENERAL COMPLIANCE WITH

THE CONTRACT DOCUMENTS. THE ENGINEER'S APPROVAL OF SHOP

DRAWINGS SHALL NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY

FOR DEVIATIONS, ERRORS, OR OMISSIONS FROM THE REQUIREMENTS OF

THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL REMAIN SOLELY

RESPONSIBLE FOR COORDINATION OF DIMENSIONS, SIZES, AND DETAILS IN

THE SHOP DRAWINGS.

6. IN CASE OF CONFLICT BETWEEN THE DRAWINGS AND SPECIFICATIONS,

THE MORE STRINGENT REQUIREMENT SHALL GOVIERN UNLESS OTHERWISE

APPROVED BY THE ENGINEER.

7. WHERE THERE IS A CONFLICT BETWEEN SPECIFIC DETAILS OR NOTES AND

TYPICAL DETAILS OR GENERAL NOTES, THE SPECIFIC DETAILS AND NOTES

SHALL TAKE PRECEDENCE UNLESS OTHERWISE INDICATED BY THE

ENGINEER.

8. MEANS, METHODS, TECHNIQUES, PROCEDURES, SEQUENCES OF

CONSTRUCTION, JOBSITE SAFETY, AND SUPERVISION OF THE WORK ARE

THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

9. PROVIDE AND INSTALL ALL TEMPORARY BRACING, SHORING, ETC.

REQUIRED FOR SUPPORT AND STABILITY OF THE STRUCTURE UNTIL ALL

STRUCTURAL WORK IS COMPLETE. THE DESIGN, ERECTION, INSTALLATION,

ADEQUACY, AND SAIFETY OF TEMPORARY SHORING OR SUPPORT DURING

CONSTRUCTION ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

10. DO NOT APPLY ANY CONSTRUCTION LOADS ON THE STRUCTURE THAT

EXCEED THE SAFE LOAD CARRYING CAPACITY OF THE STRUCTURAL

MEMBERS. NOTIFY STRUCTURAL ENGINEER OF ANY UNUSUAL OR

EXCESSIVE LOADS OCCURRING DURING CONSTRUCTION. DO NOT APPLY

CONSTRUCTION LOADS UNTIL STRUCTURAL COMPONENTS ARE PROPERLY

CONNECTED AND ALL NECESSARY TEMPORARY BRACING IS IN PLACE.

11. PROTECT ALL EXISTING AND IN-PLACE WORK, STRUCTURES, AND UTILITIES

FORM DAMAGE DURING CONSTRUCTION.

12. WORK NOT INDICATED ON THE DRAWINGS BUT REASONABLY IMPLIED TO

BE SIMILAR TO THAT AT SIMILAR LOCATIONS SHALL BE REPEATED.

UNLESS NOTED OTHERWISE, ALL SECTIONS AND DETAILS SHOWN ON

THESE DRAWINGS ARE TYPICAL AT SIMILAR LOCATIONS AND CONDITIONS.

13. USE THE DIMENSIONS INDICATED ON THE DRAWINGS; DO NOT SCALE THE

DRAWINGS. DO NOT PULL UNLABELLED DIMENSIONS FROM ELECTRONIC

DATA FILIES UNLESS OTHERWISE APPROVED BY THE ENGINEER.

14. FOOTINGS ARE TO BE CENTERED ON COLUMN CENTERLINES OR CENTER

OF LOAD-BEARING WALILS UNLESS NOTED OTHERWISE. COLUMNS

(EXCEPT PEMB TAPERED COLUMNS) ARE TO BE CENTERED ON COLUMN

GRID LINES IN EACH DIRECTION UNLIESS NOTED OTHERWISE.

15. WHERE DIMENSIONS OF EXISTING STRUCTURES ARE INDICATED, THEY ARE

APPROXIMATE AND FOR INFORMATION ONLY. FIELID VERIFY DIMENSIONS,

SIZES, AND LOCATIONS OF PERTINENT EXISTING STRUCTURES PRIOR TO

STARTING CONSTRUCTION.

FOUNDATIONS AND GEOTECHNICAL:

1. SUBGRADE PREPARATION SHALL BE IN ACCORDANCE WITH THESE NOTES,

THE DRAWINGS, PROJECT SPECIFICATIONS, AND THE GEOTECHNICAL

REPORT OR WRITTEN GEOTECHNICAL RECOMMENDATIONS FOR THE

PROJECT. IN CASE OF CONFLICT, THE MORE STRINGENT REQUIREMENTS

SHALL APPLY, UNLESS APPROVED OTHERWISE BY THE ENGINEER.

2. THE FOUNDATION DESIGN IS BASED ON AN ASSUMED ALLOWABLE SOIL

BEARING PRESSURE OF 1500 PSF.

3. THE CONTRACTOR SHALL ENGAGE A TESTING COMPANY TO VERIFY

ADEQUATE FOUNDATION SUPPORT.

4. ALL FOOTINGS SHALL BEAR ON UNDISTURBED RESIDUAL SOIL OR

PROPERLY COMPACTED STRUCTURAL FILL

5. DO NOT PLACE FOOTINGS IN EXCAVATIONS HOLDING WATER OR ON

FROZEN SUBGRADE.

6. FOOTINGS SHALL EXTEND DOWN TO A LOWER ELEVATION THAN INDICATED

ON THE DRAWINGS IF NECESSARY TO REACH ADEQUATE BEARING

MATERIAL.

PLACE ALL FILL MATERIAL IN LIFTS NOT EXCEEDING 8" IN DEPTH, AND

COMPACT TO THE FOLLOWING STANDARD PROCTOR DENSITIES IN

ACCORDANCE WITH ASTM-D698:

UNDER FOUNDATIONS: 98% (95% MODIFIED)

ALL FILL MATERIAL UNDER FOUNDATIONS SHALL BE SUITABLE GRANULAR

MATERIAL AS APPROVED BY THE GEOTECHNICAL ENGINEER. SUITABLE ON

SITE MATERIAL MAY BE USED AS BACKFILL IF APPROVED BY THE

GEOTECHNICAL ENGINEER. SLOPE FILL MATERIAL FOR ADEQUATE DRAINAGE.

TEST ALL FILL FOR COMPACTION WITH ONE TEST PER EVERY FOOTING

EXCAVATION.

FOUNDATIONS AND GEOTECHNICAL:

10. PROVIDE ADEQUATE DRAINAGE OR DEWATERING TO ALLOW PROPER

FINISHING OF EXCAVATIONS AND TO KEEP WATER FROM COLLECTING IN

THE BOTTOM OF EXCAVATIONS. FOUNDATIONS SHALL BE PLACED IN THE

DRY. DO NOT PLACE FOOTINGS IN WATER.

11. REMOVE WATER SOFTENED SOILS FROM FOOTING EXCAVATIONS AND

REPLACE WITH GRAVEL OR CONCRETE, AS APPROVED BY THE ENGINEER,

PRIOR TO PLACING CONCRETE.

12. GEOTECHNICAL BORINGS AND REPORT SHALL BE PREPARED BY AN

ENGINEER TO VERIFY 1500 PSF BEARING CAPACITY DESIGN ASSUMPTION.

CONCRETE:

1. ALL CONCRETE AND REBAR AND THEIR INSTALLATION SHALL COMPLY WITH

THE STANDARDS OF ACl-318 AND ACl-301 LATEST EDITIONS.

2. SUBMITTALS:

REINFORCING STEEL SHOP DRAWINGS PREPARED IN ACCORDANCE WITH

THE ACI DETAILING MANUAL.

CONCRETE MIX DESIGNS FOR EACH DIFFERENT CONCRETE MIX PREPARED

IN COMPLIANCE WITH ACI 318 ARTICLE 5.3 OR 5.4.

MANUFACTURER'S INFORMATION ON CONCRETE AIDMIXTURES AND OTHER

PROPRIETARY MATERIALS

3. CONCRETE TESTING:

MAKE ONE SET OF FOUR TEST CYLINDERS FOR EACH 50 CUBIC YARDS,

OR PORTION THEREOF, OF CONCRETE PLACED. A QUALIFIED TESTING LAB

SHALL PERFORM ALL TESTING. FOR EACH SET OF CYLINDERS, BREAK 1

CYLINDER AT 7 DAYS, 2 CYLINDERS AT 28 DAYS, AND HOLD 1 RESERVIE

CYLINDER.

4. REINFORCING STEEL SHALL CONFORM TO ASTM A-615, GRADE 60.

WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-1064. WHERE

REINFORCING IS TO BE WELDED, IT SHALL CONFORM TO ASTM A-706

GRADE 60.

5. THE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF CONCRETE SHALL BE

AS FOLLOWS:

FOOTINGS: 3000 PSI NORMAL WEIGHT

6. CONCRETE MIXES SHALL BE DESIGNED IN ACCORDANCE WITH ACI 301

AND THE FOLLOWING:

10.

11.

MAX W/C RATIO

3000 PSI 0.53

SLUMP

3" TO 5"

CONCRETE SHALL BE READY MIXED IN ACCORDANCE WITH ASTM C-94.

SUBMIT CONCRETE MIX DESIGNS TD THE ENGINEER FOR APPROVAL.

CONCRETE MATERIALS SHALL COMPLY WITH THE FOLLOWING

SPECIFICATIONS:

PORTLAND CEMENT:

FLY ASH:

AGGREGATE (NORMAL WT.):

ADMIXTURES:

ASTM C-150 TYPE I OR II

ASTM C-618

ASTM C-33

ASTM C-494, C-260, C989,

& C-1017

FLY ASH SHALL BE NOT MORE THAN 25% OF TOTAL CEMENTITIOUS

MATERIALS. DO NOT USE ADMIXTURES CONTAINING CALCIUM CHLORIDE.

CONCRETE DENSITIES SHALL BE AS FOLLOWS:

NORMAL WEIGHT CONCRETE: 145 PCF

PROVIDE 5% ± 1½% AIR ENTRAINMENT FOR ALL CONCRETE EXPOSED TO

WEATHER OR EXTERIOR CONDITIONS, UNLESS NOTED OTHERWISE.

NO WATER SHALL BE ADDED TO THE CONCRETE AT THE SITE UNLESS

APPROVED BY THE STRUCTURAL ENGINEER.

12. REINFORCEMENT SHALL BE ADEQUATELY SUPPORTED AND TIED IN PLACE

PRIOR TO CONCRETE PLACEMENT. PROVIDE ANY STANDEES, CHAIRS,

BOLSTERS, CARRYING BARS, OR ADDITIONAL BARS AS MAY BE NECESSARY

TO ADEQUATELY SUPPORT THE REINFORCEMENT IN ITS PROPER POSITION.

13. UNLESS NOTED OTHERWISE ON THE DRAWINGS, REINFORCING STEEL

SHALL HAVIE A MINIMUM CONCRETE COVER AS FOLLOWS:

CONCRETE CAST AGAINST EARTH: 3"

CONCRETE EXPOSED TO EARTH OR WEATHER:

#5 BARS DR SMALLER: 1-1 /2"

14. IN HOT WEATHER, PLACE CONCRETE IN ACCORDANCE WITH THE

PROVISIONS OF ACI 305. IN COLD WEATHER PLACE CONCRETE

ACCORDING TO ACI 306.

15. CONTINUOUSLY CURE CONCRETE FOR NOT LIESS THAN 7 DAYS AFTER

PLACEMENT BY MEANS OF A CONTINUOUS WET CURE, OR USE OF A

SUITABLE CURING COMPOUND.

16. BROOM FINISH CONCRETE SURFACES IN ACCORDANCE WITH ACI 301.

STEEL DECKING:

1. THE DESIGN, FABRICATION, AND ERECTION OF METAL DECK SHALL BE IN

ACCORDANCE WITH THE SPECIFICATIONS AND REQUIREMENTS OF THE

STEEL DECK INSTITUTE FOR STEEL ROOF DECK.

2. ALL METAL DECK MATERIAL SHALL CONFORM TO ASTM A446 AND

GALVANIZING, WHERE REQUIRED, SHALL CONFORM TO A525 G-60.

3. SUBMIT SHOP DRAWINGS SHOWING DECK LAYOUT, DETAILS, AND

FASTENING REQUIREMENTS.

4. WHEREVER POSSIBLIE, ERECT STEEL DECK IN LENGTHS SUCH THAT

DECKING WILL BE CONTINUOUS OVER A MINIMUM OF THREE SPANS.

5. PROVIDE SUPPORT FOR STEEL DECK AT DECK DIRECTION CHANGES,

SKEWS, AND CUT ENDS. MINIMUM END BEARING LENGTH SHALL BE 1½".

PROVIDE CLOSURES, COLUMN FLASHING, AND OTHER ACCESSORIES AS

REQUIRED. ACCESSORIES SHALL BE A MINIMUM 18 GAGE THICKNESS OF

THE SAME FINISH AS THE STEEL DECK.

DO NOT PLACE HEAVY CONSTRUCTION LOADS OR HEAVY EQUIPMENT, ETC.

ON THE STEEL DECKING. SUPPORT CONSTRUCTION EQUIPMENT LOAIDS

DIRECTLY OVER STRUCTURAL SUPPORTS.

ALL METAL ROOF DECKING SHALL BE GALVANIZED OF THE SIZE, GAGE,

AND TYPE INDICATED ON THE DRAWINGS.

FASTEN DECK WITH THE TYPE OF FASTENERS AND FASTENER PATTERN

INDICATED ON THE DRAWINGS. PROVIDE SIDELAP FASTENERS AS

INDICATED.

STRUCTURAL STEEL:

1 . DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL BE IN

ACCORDANCE WITH THE AISC 360 "SPECIFICATIONS FOR THE DESIGN

FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILIDINGS" AND

THE "AISC MANUAL OF STEEL CONSTRUCTION", 15th EDITION.

2. STRUCTURAL STEEL MATERIALS SHALL MEET THE REQUIREMENTS OF THE

FOLLOWING SPECIFICATIONS:

WIDE FLANGE SHAPES: ASTM A-992, GRAIDE 50

STEEL TUBE: ASTM A-500 GRAIDE C OR A-1085

OTHER SHAPES & PLATES: ASTM-A36

ANCHOR BOLTS: ASTM F-1554 GRAIDE 55 (U.N.O.)

BOLTS STL TO STL CONNX: ASTM A-325 N (U.N.O.)

WELDING ELECTRODES: A.W.S A5.1, E70XX

3. THE STEEL FABRICATOR SHALL BE AN AISC CERTIFIED SHOP.

4. SUBMIT SHOP DRAWINGS TO INCLUDE ERECTION DRAWINGS, MEMBER

DIMENSIONS AND DETAILS, AND CONNECTION DETAILS TO THE ENGINEER

PRIOR TO FABRICATION.

5. ALL BRACING CONNECTIONS AND OTHER CONNECTIONS THAT ARE PART OF

THE LATERAL FORCE RESISTING SYSTEM SHALL BE DESIGNED BY AN

ENGINEER HIRED BY THE FABRICATOR AND LICENSED IN THE PROJECT

STATE. SUBMIT CONNECTION DETAILS AND CALCULATIONS.

6. UNLESS OTHERWISE INDICATED, ALL PLAN DIMENSIONS ARE TO THE

CENTERLINE OF STEEL MEMBERS, EXCEPT THAT CHANNEL DIMENSIONS ARE

TO THE BACK FACE OF THE WEB.

7. ALL LOADS FOR CONNECTION DESIGN INDICATED ON THE DRAWINGS ARE

LRFD LOADS.

8. SHOP AND FIELD CONNECTIONS NOT SPECIFICALLY DETAILED ON THE

DRAWINGS MAY BE WELDED OR BOLTED.

9. ALL SHOP & FIELD WELIDING SHALL BE PERFORMED BY QUALIFIED WELDERS

IN ACCORDANCE WITH THE LATEST EDITION OF THE A.W.S. SPECIFICATION.

WELDER CERTIFICATIONS SHALL BE SUBMITTED TO ENGINEER PRIOR TO

SUBMISSION OF ANY MATERIAL REQUIRING WELDING.

10. ALL FIELD WELDING SHALL BE VISUALLY INSPECTED. ALL FULL AND PARTIAL

PENETRATION SHALL BE ULTRASONICALLY TESTED IN ACCORDANCE WITH AWS

D1.1. A RANDOM SAMPLING OF FILLET WELDS IN FIELD WELDED BEAM

CONNECTIONS SHALL BE TESTED IN ACCORDANCE WITH AWS D1 .1.

11. RETURN WELDS AT CORNERS A DISTANCE OF TWICE THE NOMINAL SIZE OF

THE WELD.

12. UNLESS OTHERWISE INDICATED, BOLTED CONNECTIONS SHALL BE BEARING

TYPE CONNECTIONS WITH A-325N BOLTS. BOLTS SHALL BE INSTALLED IN

"SNUG TIGHT" CONDITION EXCEPT THAT SLIP CRITICAL BOLTS SHALL BE

PRE-TENSIONED USING LOAD INDICATING BOLTS OR WASHERS OR

TURN-OF-THE-NUT METHOD WITH MATCH MARKING.

13. BEAM CONNECTIONS NOT OTHERWISE DETAILED SHALL BE DESIGNED FOR

THE LOADS GIVEN ON THE DRAWINGS OR HALF THE UNIFORMLY DISTRIBUTED

LOAD CAPACITY OF MEMBER FOR ITS SPAN PER THE AISC MANUAL OF

STEEL CONSTRUCTION. A MINIMUM OF TWO BOLTS SHALL BE USED IN ANY

BOLTED CONNECTION.

14. BOLTED BEAM AND GIRDER CONNECTIONS, UNLESS SHOWN OTHERWISE,

SHALL BE BEARING TYPE CONNECTIONS WITH THE THREADS INCLUDED IN

THE SHEAR PLANE. BOLTED BEAM CONNECTIONS SHALL BE MADE WITH

3/4" DIAMETER A-325N BOLTS UNLESS OTHERWISE NOTED.

15. OVERSIZED HOLES OR HOLIES SLOTTED IN THE DIRECTION OF LOAD ARE NOT

PERMITTED FOR BRACING CONNX OR BEAM CONNX ASSOCIATED WITH A

BRACED OR MOMENT FRAME OR OTHERWISE INDICATED WITH AN AXIAL

FORCE, UNLESS OTHERWISE NOTED OR APPROVIED BY THE ENGINEER.

WHERE ALLOWED, SUCH CONNECTIONS SHALL BE DESIGNED WITH SLIP

CRITICAL (SC) BOLTS.

16. MOMENT CONNECTIONS SHALL BE AS ILLUSTRATED IN THE DETAILS. BOLTED

MOMENT CONNECTIONS SHALL BE MAIDE WITH 1 "0 A-325 BOLTS. BOLTS

SHALL BE PRE-TENSIONED USING LOAID INDICATING BOLTS OR WASHERS OR

TURN-OF-THE-NUT METHOD WITH MATCH MARKING.

17. GUSSET PLATES, SINGLE PLATE FRAMING CONNECTION PLATES, AND SHEAR

TABS SHALL HAVE A MINIMUM THICKNESS OF 3/8".

18. UNLESS INDICATED OTHERWISE, BRACING CONNECTIONS SHALL BE DETAILED

SO THAT BRACING CENTERLINES ALIGN WITH CENTERLINES OF OTHER

INTERSECTING MEMBERS. WHERE THIS IS NOT POSSIBLE, CONNECTION

SHALL BE DESIGNED FOR ALL RESULTING ECCENTRICITIES. BRACING

CONNECTIONS SHALL BE DESIGNED IN ACCORDANCE WITH THE APPROPRIATE

AISC PROVISIONS, BUT FOR NOT LESS THAN THE AXIAL LOADS INDICATED ON

THE DRAWINGS.

19. MISCELLANEOUS STEEL COMPONENTS SHALL BE WELDED WITH A MINIMUM

3/16" FILLET WELD ALL AROUND UNLESS OTHERWISE NOTED.

20. HOLES, COPING, ETC. SHALL BE SHOP FABRICATED. DO NOT FIELD CUT OR

BURN STEEL WITHOUT APPROVAL OF THE ENGINEER.

21. DO NOT SPLICE STEEL MEMBERS UNLESS INDICATED ON THE DRAWINGS OR

APPROVED BY THE ENGINEER. FIELD SPLICES SHALL BE DESIGNED AND

CONSTRUCTED TO DEVELOP THE FULL CAPACITY OF THE MEMBER IN

BENDING, SHEAR AND AXIAL LOADS.

22. FABRICATE AND ERECT BEAMS WITH THEIR NATURAL CAMBER UPWARD.

23. ERECT COLUMNS WITH LEVELING NUTS UNDER THE BASE PLATES. PLACE

GROUT UNDER COLUMN BASE PLATES AFTER THE STEEL COLUMNS ARE IN

PLACE AND PLUMB. GROUT UNDER COLUMN BASE PLATES SHALL BE 5000

PSI NON-SHRINK NON-METALLIC GROUT CONFORMING TO ASTM C-827 OR

C-1107. THICKNESS OF GROUT SHALL NOT EXCEED 3".

24. PROVIDE ALL NECESSARY TEMPORARY BRACING AND/OR GUYS TO PROVIDE

LATERAL SUPPORT OF THE STEEL FRAMING UNTIL THE PERMANENT LATERAL

FORCE RESISTING SYSTEM IS COMPLETED.

25. FIELD COAT ALL WELDS IN EXPOSED STEEL WITH ZINC-RICH PAINT, OR

PAINT WELDS TO MATCH THE REMAINDER OF THE STEEL WORK. VERIFY

PAINTING REQUIREMENTS WITH THE ARCHITECT.

26. UNLESS OTHERWISE NOTED, SHOP PAINT STEEL WITH ONE COAT OF RUST

INHIBITIVE PRIMER. SEE SPECIFICATIONS FOR OTHER PAINTING

REQUIREMENTS.

27. REPAIR ANY DAMAGED PAINT OR PRIMER ONCE ERECTION IS COMPLETE.

4 5

STEEL JOISTS:

JOISTS SHALL BE DESIGNED, FABRICATED, AND ERECTED IN ACCORDANCE

WITH THE STANDARDS AND SPECIFICATIONS OF THE STEEL JOIST

INSTITUTE.

SUBMIT SHOP DRAWINGS SHOWING JOIST LAYOUT, SIZES, BRIDGING,

EMBEDS, CONNECTIONS, AND BEARING DETAILS.

PROVIDE AND INSTALL BRIDGING IN ACCORDANCE WITH THE STANDARDS

OF THE STEEL JOIST INSTITUTE. NO LOADS SHALL BE APPLIED TO THE

JOISTS UNTIL ALL BRIDGING IS INSTALLED AND JOIST BEARING ENDS

HAVE BEEN SECURED. THE ENDS OF ALL BRIDGING RUNS SHALL BE

ANCHORED TO WALLS OR STEEL BEAMS. PROVIDE BOLTED X-BRIDGING

AS REQUIRED IN ACCORDANCE WITH OSHA STANDARDS.

ALL STEEL ROOF JOISTS SHALL BE DESIGNED TO RESIST 24 PSF NET

UPLIFT USING 0.6D+0.6W ASD LOAD EQUATION.

DESIGN K SERIES JOISTS FOR ADDITIONAL BENDING STRESSES RESULTING

FROM A 200 LB. CONCENTRATED BEND-CHECK LOAD ALONG BOTH THE

TOP AND BOTTOM CHORDS.

6. ALL SHOP & FIELD WELDING SHALL BE PERFORMED BY QUALIFIED

WELDERS IN ACCORDANCE WITH A.W.S. SPECIFICATION - LATEST EDITION.

WELDER CERTIFICATIONS SHALL BE SUBMITTED TO ARCHITECT PRIOR TD

SUBMISSION OF ANY MATERIAL REQUIRING WELDING.

7. UNLESS INDICATED OTHERWISE, FASTEN K SERIES JOISTS TD STEEL

BEAMS OR BEARING PLATES WITH A 1 /8" X 1-1 /2" LONG FILLET WELD

EACH SIDE OF JOIST SEAT.

8. ALL BAR JOISTS SHALL BEAR A MINIMUM OF 2-1/2" ON STEEL BEAMS.

9. PROVIDE SLOPED JOIST SEATS WHERE JOIST SLOPE EXCEEDS 1/4" PER

FOOT.

10. PROVIDE ADDITIONAL REINFORCING WEB MEMBER AT CONCENTRATED

LOADS GREATER THAN 200 LBS THAT DO NOT OCCUR AT A JOIST PANEL

POINT.

11. SHOP PRIME ALL JOISTS WITH ONE COAT OF RUST INHIBITIVE PRIMER.

SAWING & REMOVAL OF EXISTING TARMAC:

1. WHEN CUTTING EXISTING CONCRETE PAVEMENT TO ALLOW FOR NEW

FOOTING, THE CONTRACTOR SHALL TAKE CARE TO MINIMIZE ALL DAMAGE

TO EXISTING PAVING THAT WILL REMAIN AFTER DEMOLITION. CONTRACTOR

SHALL SUBMIT A DEMOLITION SEQUENCE TO BE APPROVED PRIOR TO

WORK.

2. EACH SIDE OF THE NEW FOOTING SHALL BE SAWN TO THE FULL DEPTH

OF THE EXISTING PAVING. SAWING SHALL BE PERFORMED WITH A

STANDARD DIAMOND-TYPE CONCRETE SAW AND CORNERS SHAUL BE

FINISHED OFF WITH A HYDRAULIC SAW TO MINIMIZE OVER CUT AND

SPALDING.

3. REMOVE ALL PAVEMENT IN ACCORDANCE WITH THE APPROVED DEMOLITION

SEQUENCE. REMOVE ALL PAVEMENT BETWEEN THIS LAST SAW CUT AND

THE JOINT LINE BY CAREFULLY PULLING PIECES AND BLOCKS AWAY

FROM THE JOINT FACE WITH SUITABLIE EQUIPMENT AND THEN PICKING

THEM UP FOR REMOVAL. THE SLAB MAY BE SAW-CUT FULL DEPTH AND

DIVIDED INTO SEVERAL PIECES AND EACH PIECE LIFTED OUT AND

REMOVED. USE SUITABLE EQUIPMENT TO PROVIDE A TRULY VERTICAL

LIFT, AND SAFE LIFTING DEVICES USED FOR ATTACHMENT TO THE SLAB

DESIGN CRITERIA

RISK CATEGORY: IV

DEAD LOADS:

ACTUAL DEAD LOAD OF STRUCTURE

LIVE LOADS:

ROOF 20 P.S.F.

SNOW LOADS:

GROUND SNOW:

WIND LOADS:

BASIC WIND SPEED:

(3 SECOND GUST)

EXPOSURE:

INTERNAL PRESSURE COEFFICIENT:

OPEN

SEISMIC LOADS:

IMPORTANCE FACTOR:

SITE CLASS:

MAPPED SPECTRAL RESPONSE, Ss:

MAPPED SPECTRAL RESPONSE, S,:

Sas:

Sa,:

SEISMIC DESIGN CATEGORY:

10 P.S.F.

129 MPH

D 0.0

1.5 D 0.094 0.04 0.1 0,065 A

BASIC SEISMIC FORCE RESISTING SYSTEM:

STEEL MOMENT FRAMES

RESPONSE MODIFICATION FACTOR "R": 3.5

SIESMIC RESPONSE COEFFICIENT, Cs: 0.043

ANALYSIS METHOD: EQUIVALENT LATERAL FORCE

SEISMIC BASE SHEAR: 3.6 KIPS PER 70'-o" BAY

ALL DESIGN CRITERIA PER ASCE 7-16 & UFC 3-301

KNOBELOCH

&PADGETT

ENGINEERING, INC

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NUMBER

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YanceyPowers Rectangle

YanceyPowers

LC,C,K! r-1r,1 __ ....,, __ _,,..,,...,--....,,...,,..., I

MATCH EXISTING

TOP OF GIRDER

ELEVATION

.c BIGIRDER = 525.78' T = REF. ELEV. = a· -o"

.c BIBASE PLATE T -25'-7½"

, T/TARMAC

T VARIES

LC,C,K!

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ELEVATION

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T = REF. ELEV. = o'-o" a, a, X ...

.l BIGIRT ' T -5'-Qlf' a, a, X ...

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X "' I "'"'

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I, "

½I

---,nn --,r,....,_--,r,r, --,,-,,-,--,,...,,...,---,...,,...,-7 ,,...,- -""i

W16x40

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W16x40

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C12x20.7 I

I I

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-.....,1 \//

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ELEVATION

a, a, X ...

• BIBASE PLATE

' -25'-71(5"

I I I '

I in I a, "'

-.....\I \;/

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EQUAL

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BIBASE PLATE

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·-Mn m I I ' I

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EQUAL I, EQUAL

5 6

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MATCH EXISTING

TOP OF GIRDER

ELEVATION

,1,. B/BASE PLATE

.,.. -25'-7½" a, a, X ...

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I'-- COLUMN TO EXTEND 3"

ABOVE T /GIRDER

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�COLUMN

,,..-;,-�,...,...,_ -.. ABOVE

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lYPICAL ALL COLUMNS

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I I

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TOP OF GIRDER II

ELEVATION II

METAL DECK

a, a, X • ...

3: I

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BIBASE PLATE

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KNOBELOCH

&PADGETT

ENGINEERING, INC

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PROJECT NUMBER

NUHJ 10-0032

SHEET REFERENCE

NUMBER

S-302 o' w w z ii:

0LU

ti � c:: 0 u 0 �

YanceyPowers Rectangle

YanceyPowers

1 2

A201

A202

'-5

29'-10 3/4"

29'-10 3/4" 40'-1 1/4" 29'-10 3/4" 40'-1 1/4"

'-8

DS2

EX1

'-5

'-0

'-8

DS1

140'-0"

NEW CONSTRUCTIONEXISTING SHELTER TO REMAIN

6 6 6

PER UFCPER UFCPER UFCPER UFC----260260260260----04 04 04 04

EXISTING MOORING AND GROUNDING LOCATION EXISTING MOORING AND GROUNDING LOCATION EXISTING MOORING AND GROUNDING LOCATION EXISTING MOORING AND GROUNDING LOCATION TO REMAIN. PROTECT LOCATION DURING TO REMAIN. PROTECT LOCATION DURING TO REMAIN. PROTECT LOCATION DURING TO REMAIN. PROTECT LOCATION DURING CONSTRUCTION TO PREVENT DAMAGE TO CONSTRUCTION TO PREVENT DAMAGE TO CONSTRUCTION TO PREVENT DAMAGE TO CONSTRUCTION TO PREVENT DAMAGE TO ANCHOR OR GROUNDING. CONFIRM AND ANCHOR OR GROUNDING. CONFIRM AND ANCHOR OR GROUNDING. CONFIRM AND ANCHOR OR GROUNDING. CONFIRM AND COORDINATE LOCATIONS WITH DEFLECTOR COORDINATE LOCATIONS WITH DEFLECTOR COORDINATE LOCATIONS WITH DEFLECTOR COORDINATE LOCATIONS WITH DEFLECTOR

PLACEMENTPLACEMENTPLACEMENTPLACEMENT

1111 2222 3333 4444 5555

SHEET REFERENCESHEET REFERENCESHEET REFERENCESHEET REFERENCE

NUMBERNUMBERNUMBERNUMBER

N A M E

S U B M

T E D

B Y

S U B M

T E D

B Y

S U B M

T E D

B Y

S U B M

T E D

B Y

D W N

B Y

D W N

B Y

D W N

B Y

D W N

B Y C K D

B Y

C K D

B Y

C K D

B Y

C K D

B Y

D E S

N E D

B Y

D E S

N E D

B Y

D E S

N E D

B Y

D E S

N E D

B Y

D A T E

P L O T

D A T E

P L O T

D A T E

P L O T

D A T E

P L O T

D A T E

P L O T

S C A L E

P L O T

S C A L E

P L O T

S C A L E

P L O T

S C A L E

D E P A R T M E N T

O F

T H E

F O R C E

D E P A R T M E N T

O F

T H E

F O R C E

D E P A R T M E N T

O F

T H E

F O R C E

D E P A R T M E N T

O F

T H E

F O R C E

C O M B A T

C O M M A N D

C O M B A T

C O M M A N D

C O M B A T

C O M M A N D

C O M B A T

C O M M A N D

L A N G L Y

A F B

V A

L A N G L Y

A F B

V A

L A N G L Y

A F B

V A

L A N G L Y

A F B

V A

E N G

E E R

O F F

E N G

E E R

O F F

E N G

E E R

O F F

E N G

E E R

O F F

PROJECT NUMBERPROJECT NUMBERPROJECT NUMBERPROJECT NUMBER

R E V

W E D

B Y

R E V

W E D

B Y

R E V

W E D

B Y

R E V

W E D

B Y

1111 2222 3333 4444 5555 6666

AAAA

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DDDD

EEEE

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P M

:4 :5

P M

:4 :5

P M

:4 :5

P M

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P M

:4 :5

P M

:4 :5

P M

:4 :5

P M

A101A101A101A101

F L O O R

P L A N

R O O F

F L O O R

P L A N

R O O F

F L O O R

P L A N

R O O F

F L O O R

P L A N

R O O F

P L A N

C O N S T R U C T

C R A F T

S H E L T E R S

C O N S T R U C T

C R A F T

S H E L T E R S

C O N S T R U C T

C R A F T

S H E L T E R S

C O N S T R U C T

C R A F T

S H E L T E R S

L A N G L E Y

F O R C E

B A S E

L A N G L E Y

F O R C E

B A S E

L A N G L E Y

F O R C E

B A S E

L A N G L E Y

F O R C E

B A S E

H A M P T O N V

N U H J

B F

Y K P

B F

NUHJ 10NUHJ 10NUHJ 10NUHJ 10----0032003200320032

KEYNOTES - NEW WORK - FLOOR PLANS

NO. DESCRIPTION

1 TYP. STEEL COLUMN W/ 2 COAT EPOXY PAINT SYSTEM, COLOR TO BE "BEIGE FED-STD-595, COLOR NUMBER 27769" OR AS DIRECTED BY THE CONTRACTING OFFICER". REF. STRU.

2 CONCRETE FOOTING. REF STRU.

3 RIBBED METAL WALL PANEL OVER WIND POST FRAMING W/ GIRTS. REF. STRU. METAL PANELING TO START @ 20' AFF AND EXTEND TO ROOF. PAINT TO BE "DARK BRONZE OR AS

DIRECTED BY CONTRACTING OFFICER.

4 8"X6" METAL DOWNSPOUT

4A REUSE EXISTING 8" x 6" METAL DOWNSPOUT WHERE ATTACHING TO EXISTING BAY.

5 APU EXHAUST DEFLECTOR SHIELD ABOVE, CENTERED ABOUT AIRCRAFT EXHAUST PORT. SHIELD SHALL BE 10' x 8" x 9'-7" MOUNTED 25'-6" ABOVE APRON AT THE LOWEST POINT. REF.

STRU. FINAL DEFLECTOR SHIELD MOUNTING LOCATION AS DIRECTED BY THE CONTRACTING OFFICER.

6 TYP. PROVIDE REFLECTIVE TAPE OR PAINT (SAFETY AND VISUAL WARNING) ON ALL COLUMN FACES UP TO 12'-0" ABOVE THE EXISTING TARMAC.

7 10" x 8" PREFINISHED MTL GUTTER. CONTRACTOR TO USE FASTENERS THAT WILL RESIST BACKING OUT.

8 2" STRUCTURAL STANDING SEAM MTL ROOF. COLOR TO BE "DARK BRONZE" OR AS DIRECTED BY THE CONTRACTING OFFICER.

9 METAL FASCIA, COLOR TO BE "DARK BRONZE" OR AS DIRECTED BY THE CONTRACTING OFFICER. **WHERE APPLICABLE: FASCIA INTO EXISTING FASCIA

11 LIGHTNING PROTECTION SYSTEM. REF. ELECTRICAL DRAWINGS.

12 EXISTING W14 STEEL COLUMN lYPICAL, REFER TO STRUCTURAL

13 LINE OF EXISTING CONCRETE COLUMN FOOTING, REFER TO STRUCTURAL DWGS

14 METAL ROOF EXPANSION CLOSURE

15 OUTLINE OF SHELTER ROOF ABOVE

16 EXISTING LIGHTNING PROTECTION SYSTEM. REFMAIN

17 EXISITNG ROOFING TO REMAIN

1/8" = 1'-0"A101

4 EAST (DOUBLE) FLOOR PLAN

SHEET 6 OF 11SHEET 6 OF 11SHEET 6 OF 11SHEET 6 OF 11

YanceyPowers Rectangle

YanceyPowers

1 2

A201

A202

74 4

DS2

EX1 DS1

74A

141'-0"EXISTING TO REMAIN

A104

Sim

A104

Sim

A104

Sim

A104

Sim

A104

Sim

A104

Sim

A104

Sim

1111 2222 3333 4444 5555

SHEET REFERENCESHEET REFERENCESHEET REFERENCESHEET REFERENCE

NUMBERNUMBERNUMBERNUMBER

N A M E

S U B M

T E D

B Y

S U B M

T E D

B Y

S U B M

T E D

B Y

S U B M

T E D

B Y

D W N

B Y

D W N

B Y

D W N

B Y

D W N

B Y C K D

B Y

C K D

B Y

C K D

B Y

C K D

B Y

D E S

N E D

B Y

D E S

N E D

B Y

D E S

N E D

B Y

D E S

N E D

B Y

D A T E

P L O T

D A T E

P L O T

D A T E

P L O T

D A T E

P L O T

D A T E

P L O T

S C A L E

P L O T

S C A L E

P L O T

S C A L E

P L O T

S C A L E

D E P A R T M E N T

O F

T H E

F O R C E

D E P A R T M E N T

O F

T H E

F O R C E

D E P A R T M E N T

O F

T H E

F O R C E

D E P A R T M E N T

O F

T H E

F O R C E

C O M B A T

C O M M A N D

C O M B A T

C O M M A N D

C O M B A T

C O M M A N D

C O M B A T

C O M M A N D

L A N G L Y

A F B

V A

L A N G L Y

A F B

V A

L A N G L Y

A F B

V A

L A N G L Y

A F B

V A

E N G

E E R

O F F

E N G

E E R

O F F

E N G

E E R

O F F

E N G

E E R

O F F

PROJECT NUMBERPROJECT NUMBERPROJECT NUMBERPROJECT NUMBER

R E V

W E D

B Y

R E V

W E D

B Y

R E V

W E D

B Y

R E V

W E D

B Y

1111 2222 3333 4444 5555 6666

AAAA

BBBB

CCCC

DDDD

EEEE

:4 :0

P M

:4 :0

P M

:4 :0

P M

:4 :0

P M

:4 :0

P M

:4 :0

P M

:4 :0

P M

:4 :0

P M

A102A102A102A102

R O O F

P L A N

D O U B L E

R O O F

P L A N

D O U B L E

R O O F

P L A N

D O U B L E

R O O F

P L A N

D O U B L E

C O N S T R U C T

C R A F T

S H E L T E R S

C O N S T R U C T

C R A F T

S H E L T E R S

C O N S T R U C T

C R A F T

S H E L T E R S

C O N S T R U C T

C R A F T

S H E L T E R S

L A N G L E Y

F O R C E

B A S E

L A N G L E Y

F O R C E

B A S E

L A N G L E Y

F O R C E

B A S E

L A N G L E Y

F O R C E

B A S E

H A M P T O N V

N U H J

A u th o r

C h e c k e r

A u th o r

NUHJ 10NUHJ 10NUHJ 10NUHJ 10----0032003200320032

1/8" = 1'-0"A102

1 EAST (DOUBLE) ROOF PLAN

KEYNOTES - NEW WORK - FLOOR PLANS

NO. DESCRIPTION

1 TYP. STEEL COLUMN W/ 2 COAT EPOXY PAINT SYSTEM, COLOR TO BE "BEIGE FED-STD-595, COLOR NUMBER 27769" OR AS DIRECTED BY THE CONTRACTING OFFICER". REF. STRU.

2 CONCRETE FOOTING. REF STRU.

3 RIBBED METAL WALL PANEL OVER WIND POST FRAMING W/ GIRTS. REF. STRU. METAL PANELING TO START @ 20' AFF AND EXTEND TO ROOF. PAINT TO BE "DARK BRONZE OR AS

DIRECTED BY CONTRACTING OFFICER.

4 8"X6" METAL DOWNSPOUT

4A REUSE EXISTING 8" x…

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