P10275546DWG.pdf

PDF 24 MB Posted May 16, 2019

Attached to: Repair RWH & FWH Structures AIRSTA Clearwater
Solicitation number: 70Z0G119BBF221500
Issued by: Department of Homeland Security US Coast Guard

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File	Type	Posted
ABSTRACT_70Z0G119BBF221500.pdf	PDF	Jun 18, 2019
IFB_70Z0G119BBF221500_AIRSTA_CLRWTR_RWH_&_FWH.pdf	PDF	May 16, 2019
P10275546SPC.pdf	PDF	May 16, 2019
WD_FL222.pdf	PDF	May 16, 2019

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LOCATION PLANVICINITY PLAN

USCG AIRSTATION CLEARWATER

SITE PLAN

"A"

"B"

"C"

"A"

"B""C"

"D"

GREGORY

MICHAEL

THEIN

E-56893

TAT

E OF

OHI

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FIXED WING HANGAR ROOF FRAMING PLAN

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HDF

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LEGEND

AutoCAD SHX Text MBF MAIN BUILDING FRAME MAIN BUILDING FRAME HDF HANGAR DOOR FRAME HANGAR DOOR FRAME HDO HANGAR DOOR OUTRIGGER HANGAR DOOR OUTRIGGER 12" ROOF TIE ROD 8" Z GALVANIZED ROOF PURLIN 8" Z GALVANIZED DOUBLE ROOF PURLIN GABLE END WALL PIPE BRACE 12" SAG ROD FAN

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GRAPHIC SCALE

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SCALE:1"=20'-0"

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CONSULTANTS

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REVIEWED BY:

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TECH. DIRECTOR

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DATE

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DRAWING NUMBER

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APPROVING OFFICER

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DISCIPLINE/SHT NO

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REVIEWED BY:

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BRANCH CHIEF

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ENGINEERING UNIT

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PROVIDENCE

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CIVIL

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U. S. COAST GUARD

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CIVIL ENGINEERING UNIT

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PROVIDENCE

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USCG. CEU PROVIDENCE

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475 KILVERT STREET, SUITE 100

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WARWICK, RI 02886

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AutoCAD SHX Text 12/14/18

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FINAL DESIGN SUBMITTAL

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AS SHOWN

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REPAIR RWH AND FWH STRUCTURES

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AIRSTATION CLEARWATER

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CLEARWATER

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FIXED WING HANGAR

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STRUCTURAL

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DEMOLITION PLAN

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SD-102

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AutoCAD SHX Text NOTES 1. SEE SHEET G-001 FOR CONSTRUCTION SEE SHEET G-001 FOR CONSTRUCTION SCOPE. 2. SEE SHEET S-001 FOR ABBREVIATIONSSEE SHEET S-001 FOR ABBREVIATIONS

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GIRT LINE

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KEY NOTES

AutoCAD SHX Text REMOVE EXIST DOOR OUTRIGGER. SAVE EXIST 6 5/8" O.D. PIPE BRACE FOR REUSE. REMOVE & TEMPORARILY STORE BRACE, OR TEMPORARILY SUPPORT IN PLACE. SEE SHEET S-505.

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EXIST X-BRACE TENSION RODS TO REMAIN.

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EXIST SAG RODS TO REMAIN.

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EXIST 6 5/8" O.D. OUTRIGGER PIPE BRACE TO REMAIN.

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EXIST GABLE END WALL PIPE BRACES TO REMAIN.

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SIM OPP HAND

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GREGORY

MICHAEL

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ABBREVIATIONS

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LEGEND

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SECTION IDENTIFIER

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DRAWING SHOWN ON

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COLUMN LINE DESIGNATION

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TRENCH DRAIN

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ROOM DESIGNATION

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FLOOR JOINT

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REFERENCE PROJECT DRAWINGS

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PROJECT NUMBER

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PROJECT NAME

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APPROXIMATE DATE OF PROJECT

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HANGAR DRAWINGS

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U.S. COAST GUARD AIR STATION

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HANGAR DOOR REPAIRS

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RWH LEAN TO ROOF REPLACEMENT

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HANGAR FUME EXHAUST

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HANGAR ROOF FRAMING PLAN

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MAINTENANCE HANGAR DECK COATING

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STRUCTURAL STEEL REPLACEMENT

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EXPANSION PLAN

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HANGAR ROOF FRAMING PLAN

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PUMP AND LOCKER ROOM ADDITION

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EXTERIOR HANGAR REPAIRS

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1. STRUCTURAL DRAWINGS WERE PREPARED BASED UPON INFORMATION SHOWN STRUCTURAL DRAWINGS WERE PREPARED BASED UPON INFORMATION SHOWN ON PREVIOUS CONTRACT DOCUMENTS AND THE FINDINGS OF THE ONSITE INVESTIGATION BY JOHNSON MCADAMS. THE DRAWINGS PROVIDED REFLECT THE FOLLOWING: CURRENT FLOOR PLAN PRIMARY STRUCTURAL FRAMING (PLAN AND ELEVATIONS). SECONDARY STRUCTURAL FRAMING (PLANS AND ELEVATIONS). MATERIAL HANDLING EQUIPMENT (CRANES). HANGAR DOOR PLANS AND DETAILS. 2. SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR UTILITY WORK. SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR UTILITY WORK. 3. AN ONSITE INSPECTION OF THE FACILITY WAS CONDUCTED ON OCTOBER AN ONSITE INSPECTION OF THE FACILITY WAS CONDUCTED ON OCTOBER 31ST THROUGH NOVEMBER 4, 2016 BY THE JOHNSON MCADAMS FIRM, P.A. AECOM REVIEWED EXISTING CONDITIONS BETWEEN JUNE 5, 2018 AND JUNE 8, 2018 4. THE TITLE, PROJECT NUMBER AND APPROXIMATE DATE OF PREVIOUS THE TITLE, PROJECT NUMBER AND APPROXIMATE DATE OF PREVIOUS PROJECTS IS PROVIDED IN THE TABLE ENTITLED “REFERENCE PROJECT REFERENCE PROJECT DRAWINGS” PROVIDED ON THIS SHEET. PROVIDED ON THIS SHEET.

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EXISTING STRUCTURAL CONDITIONS (REF)

AutoCAD SHX Text "ROLLED SHAPES ARE A36 STEEL" "PLATES FOR BUILT UP SECTIONS ARE FY=40,000 PSI" "DESIGNED IN ACCORDANCE WITH AISC SPEC. AND SOUTHERN BUILDING CODE" "BOLTS FOR SPLICE CONNECTIONS ARE 1" OR 7/8" HT BOLTS (ASTM 325)" "BOLTS FOR MAIN STRUCT. CONNECTION ARE 3/4" HT BOLTS (ASTM 325)"

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MATERIAL NOTES FOR EXISTING STRUCTURE (REF) (TAKEN FROM 1966 PROJECT DRAWINGS)

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3TON CRANE FIXED WING MAINTENANCE HANGAR

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5 PSF

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5 PSF

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STRUCT. STEEL NOT SPECIFICALLY DETAILED FOR SEISMIC

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20 PSF

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TABLE 1

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DESIGN WIND PRESSURES FOR COMPONENTS & CLADDING (PSF)

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TYPE

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ROOF

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WIND

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ZONE

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LOAD

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CASE

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EFFECTIVE WIND AREA (SQ. FT.)

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POSITIVE

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UPLIFT

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UPLIFT

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UPLIFT

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WALLS

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INWARD

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OUTWARD

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OUTWARD

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AutoCAD SHX Text NOTES: : 1. DESIGN WIND PRESSURES INDICATED SHALL BE USED IN THE DESIGN DESIGN WIND PRESSURES INDICATED SHALL BE USED IN THE DESIGN OF ALL COMPONENTS & CLADDING ELEMENTS COMPRISING THE BUILDING ENVELOPE. 2. POSITIVE PRESSURES ACT INWARD, TOWARD THE WIND SURFACE. POSITIVE PRESSURES ACT INWARD, TOWARD THE WIND SURFACE. NEGATIVE PRESSURES ACT OUTWARD, AWAY FROM THE WIND SURFACE. 3. PRESSURES GIVEN ARE UNFACTORED AND INCLUDE NO GRAVITY PRESSURES GIVEN ARE UNFACTORED AND INCLUDE NO GRAVITY LOADS. 4. LINEAR INTERPOLATION IS PERMITTED FOR INTERMEDIATE EFFECTIVE LINEAR INTERPOLATION IS PERMITTED FOR INTERMEDIATE EFFECTIVE WIND AREAS.

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ROOF FOR BUILDINGS WITH GABLE ROOF 7°<0< 27°0 = (4:12)

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SLOPE

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SLOPE

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DISCIPLINE/SHT NO

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REVIEWED BY:

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BRANCH CHIEF

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U. S. COAST GUARD

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USCG. CEU PROVIDENCE

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475 KILVERT STREET, SUITE 100

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WARWICK, RI 02886

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FINAL DESIGN SUBMITTAL

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AS SHOWN

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REPAIR RWH AND FWH STRUCTURES

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AIRSTATION CLEARWATER

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CLEARWATER

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FIXED AND ROTARY WING HANGAR

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STRUCTURAL

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NOTES, LEGEND & ABBREV

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AutoCAD SHX Text NOTE: THE ABOVE PROJECT DRAWINGS WERE REVIEWED BY THE JOHNSON MCADAMS FIRM P.A. IN NOVEMBER 2016. THE DRAWINGS WERE COMPARED WITH THE ONSITE FIELD INVESTIGATION CONDUCTED BETWEEN OCTOBER 31, 2016 AND NOVEMBER 4, 2016.

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ROTARY WING STRUCTURAL AS-BUILT

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FIXED WING STRUCTURAL AS-BUILT

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AutoCAD SHX Text AFF ABOVE FINISHED FLOOR ABOVE FINISHED FLOOR AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION AMERICAN INSTITUTE OF STEEL CONSTRUCTION BOT BOTTOM BOTTOM BLDG BUILDING BUILDING CMU CONCRETE MASONRY UNIT CONCRETE MASONRY UNIT COL COLUMN COLUMN CONC CONCRETE CONCRETE COR CONTRACTING OFFICERS REPRESENTATIVE CONTRACTING OFFICERS REPRESENTATIVE DIA DIAMETER DIAMETER DBL DOUBLE DOUBLE ETR EXISTING TO REMAIN EXISTING TO REMAIN EXIST EXISTING EXISTING EXT EXTERIOR EXTERIOR FF FINISHED FLOOR FINISHED FLOOR FOD FOREIGN OBJECT DEBRIS FOREIGN OBJECT DEBRIS FV FIELD VERIFY FIELD VERIFY FWH FIXED WING HANGER FIXED WING HANGER FY YELD STRENGTH YELD STRENGTH GA GAUGE GAUGE GALV GALVANIZED GALVANIZED H, HT HEIGHT HEIGHT HDO HANGAR DOOR OUTRIGGER HANGAR DOOR OUTRIGGER HDF HANGAR DOOR FRAME HANGAR DOOR FRAME HSS HOLLOW STRUCTURAL STEEL HOLLOW STRUCTURAL STEEL LLH LONG LEG HORIZONTAL LONG LEG HORIZONTAL LBF LEAN TO BUILDING FRAME LEAN TO BUILDING FRAME MATL MATERIAL MATERIAL MAX MAXIMUM MAXIMUM MBF MAIN BUILDING FRAME MAIN BUILDING FRAME MC MISCELLANEOUS CHANNEL MISCELLANEOUS CHANNEL MEZZ MEZZANINE MEZZANINE MIN MINIMUM MINIMUM MPH MILES PER HOUR MILES PER HOUR MPI MASTER PAINTER INSTITUTE MASTER PAINTER INSTITUTE NO NUMBER NUMBER N/A NOT APPLICABLE NOT APPLICABLE OC ON CENTER ON CENTER OD OUTSIDE DIAMETER OUTSIDE DIAMETER ORIG ORIGINAL ORIGINAL PL PLATE PLATE PSF POUNDS PER SQUARE FEET POUNDS PER SQUARE FEET PSI POUNDS PER SQUARE INCH POUNDS PER SQUARE INCH REF REFERENCE REFERENCE RWH ROTARY WING HANGAR ROTARY WING HANGAR SIM SIMILAR SIMILAR SQ.FT. SQUARE FEET SQUARE FEET SSPC SOCIETY FOR PROTECTIVE COATINGS SOCIETY FOR PROTECTIVE COATINGS SSR STANDING SEAM ROOF STANDING SEAM ROOF STIFF STIFFENER STIFFENER STL STEEL STEEL TEMP TEMPORARY OR TEMPORARILY TEMPORARY OR TEMPORARILY TYP TYPICAL TYPICAL UNO UNLESS NOTED OTHERWISE UNLESS NOTED OTHERWISE UPS UNINTERRUPTED POWER SOURCE UNINTERRUPTED POWER SOURCE USCG UNITED STATES COAST GUARDUNITED STATES COAST GUARD

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1. BEST MANAGEMENT PRACTICES (BMP) MUST BE IMPLEMENTED TO MAINTAIN WATER QUALITY BEST MANAGEMENT PRACTICES (BMP) MUST BE IMPLEMENTED TO MAINTAIN WATER QUALITY PURSUANT TO RULE 62-302 F.A.C. AT A MINIMUM, BMPS SHOULD INCLUDE THE USE OF TARPS AND WORKING ENCLOSURES TO PREVENT DEBRIS FROM REACHING THE WATERWAY 2. DURING THE PERIOD FROM APRIL THROUGH AUGUST, THE CONTRACTOR SHALL USE DURING THE PERIOD FROM APRIL THROUGH AUGUST, THE CONTRACTOR SHALL USE APPROPRIATE DETERRENT TO PREVENT BIRDS FROM BECOMING TRAPPED IN PROJECT STRUCTURES OR PERCHING AND NESTING IN PROJECT AREAS THAT MAY ENDANGER THEM. IF AN ACTIVE NEST BECOMES ESTABLISHED, NOTIFY THE COR AND AVOID ALL WORK THAT COULD RESULT IN ABANDONMENT OR DESTRUCTION OF THE NEST UNTIL THE YOUNG HAVE FLEDGED OR NEST IS UNOCCUPIED. 3. SEE SPECIFICATIONS FOR SURFACE CLEANING BEAMS. SEE SPECIFICATIONS FOR SURFACE CLEANING BEAMS. 4. SOLID WASTE AND NON-HAZARDOUS DEBRIS MUST BE MANAGED IN ACCORDANCE WITH SOLID WASTE AND NON-HAZARDOUS DEBRIS MUST BE MANAGED IN ACCORDANCE WITH F.A.C. RULE 62-701. CONSTRUCTION AND DEMOLITION DEBRIS SHALL BE DISPOSED OF AT A PERMITTED FACILITY IN ACCORDANCE WITH F.A.C. RULE 62-701.730. 5. DISTURBANCE OF ANY OF THE COATINGS AND/OR COMPONENTS FOUND TO CONTAIN DISTURBANCE OF ANY OF THE COATINGS AND/OR COMPONENTS FOUND TO CONTAIN DETECTABLE LEVELS OF LEAD WOULD REQUIRE SUCH ACTIVITIES BE CONDUCTED IN COMPLIANCE WITH THE REQUIREMENTS OF THE OSHA LEAD STANDARD FOR CONSTRUCTION (29 CFR 1926.62). AS SUCH, PERSONNEL DISTURBING MATERIALS/COMPONENTS WOULD NEED TO HAVE THE OSHA LEVEL REQUIRED TRAINING, COMPLY WITH THE WORK PRACTICES, LEVELS OF POTENTIAL EXPOSURE DOCUMENTED AND COMPARED TO THE ACTION AND PERMISSIBLE EXPOSURE LEVELS OF 30 ΜG/M3 AND 50 ΜG/M3 RESPECTIVELY. IN 30 ΜG/M3 AND 50 ΜG/M3 RESPECTIVELY. IN ΜG/M3 AND 50 ΜG/M3 RESPECTIVELY. IN G/M3 AND 50 ΜG/M3 RESPECTIVELY. IN ΜG/M3 RESPECTIVELY. IN G/M3 RESPECTIVELY. IN ADDITION, DISPOSAL OF THE WASTE MATERIALS WOULD BE TESTED UTILIZING THE TOXICITY CHARACTERISTIC LEACHING PROCEDURE (TCLP) TO DOCUMENT LEAD CONTENT AND COMPARED TO THE EPA AND FDEP THRESHOLD OF 5.0 MG/LITER AND DISPOSED OF ED OF ACCORDINGLY. 6. OSHA REGULATES WORKER EXPOSURE TO AIRBORNE LEAD CONCENTRATIONS IN ANY OSHA REGULATES WORKER EXPOSURE TO AIRBORNE LEAD CONCENTRATIONS IN ANY AMOUNT (29 CFR 1926.62). EMPLOYERS ARE REQUIRED TO PROVIDE RESPIRATORY 1926.62). EMPLOYERS ARE REQUIRED TO PROVIDE RESPIRATORY .62). EMPLOYERS ARE REQUIRED TO PROVIDE RESPIRATORY PROTECTION, PROTECTIVE WORK CLOTHING AND EQUIPMENT, CHANGE AREAS, HAND-WASHING FACILITIES, TRAINING, AND INITIAL MEDICAL SURVEILLANCE AS PRESCRIBED BY PARAGRAPH (D) (2) (V) OF THE STANDARD (29 CFR 1926.62). TRANSPORTATION, 1926.62). TRANSPORTATION, .62). TRANSPORTATION, DISPOSAL, STORAGE, OR CONTAINMENT OF LEAD OR MATERIALS CONTAINING LEAD ON THE SITE IS ALSO REGULATED BY THIS STANDARD. 7. ALL WORK WHERE AN EMPLOYEE MAY BE OCCUPATIONALLY EXPOSED TO LEAD MUST BE ALL WORK WHERE AN EMPLOYEE MAY BE OCCUPATIONALLY EXPOSED TO LEAD MUST BE CONDUCTED UNDER THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) GENERAL INDUSTRY STANDARD FOR LEAD, 29 CFR 1910.1025(A)(2) OR THE OCCUPATIONAL 1910.1025(A)(2) OR THE OCCUPATIONAL .1025(A)(2) OR THE OCCUPATIONAL HEALTH AND ENVIRONMENTAL CONTROLS FOR LEAD EXPOSURE, 29 CFR 1926.621926.62.62

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GENERAL ENVIRONMENTAL NOTES

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SPECIAL SEISMIC INSPECTION

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SPECIAL LOADS:

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COMPONENTS AND CLADDING:

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NOT APPLICABLE

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FLOOR DESIGN DATA

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DESIGN METHOD

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EQUIVALENT LATERAL FORCE

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DESIGN BASE SHEAR

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0.03 W

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SEISMIC MOMENT RESISTANCE SYSTEM

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NOT APPLICABLE

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NOT APPLICABLE

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INTERNAL PRESSURE COEFFICIENT (ENCLOSED FOR WINDS ABOVE 60 MPH)

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COMPONENTS AND CLADDING DESIGN PRESSURE

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EARTHQUAKE DESIGN DATA:

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SEISMIC IMPORTANCE FACTOR

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OCCUPANCY CATEGORY

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SITE CLASS

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SEISMIC DESIGN CATEGORY

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WIND EXPOSURE

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WIND IMPORTANCE FACTOR

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BUILDING CATEGORY

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BASIC WIND SPEED

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WIND DESIGN DATA:

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GROUND SNOW LOAD

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CRANE LONGITUDINAL LOAD

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CRANE LATERAL LOAD

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VERTICAL IMPACT FORCE

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CRANE WHEEL LOAD

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CRANE LIVE LOAD

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MISC. COLLATERAL DEAD LOAD

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ROOF LIVE LOADS:

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ANALYSIS LOADS AND REQUIREMENTS

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RATED CAPACITY OF CRANE

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DEAD WEIGHT OF CRANE + LIVE LOAD

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CRANE WHEEL LOAD + 10%

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CRANE WHEEL LOAD + 20%

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CRANE WHEEL LOAD + 10%

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(3 SEC GUST, ULT, RISK-WEGHTED) 153 MPH

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SEE TABLE 1, THIS SHEET

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CALCULATED ALLOWABLE WIND SPEED OF HANGAR STRUCTURAL ELEMENTS

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STRUCTURAL ELEMENT

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EXISTING

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FIXED WING HANGAR

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AFTER MODIFICATION

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WIND SPEED (3 SECOND GUST, MPH)

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WIND SPEED (3 SECOND GUST, MPH)

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MBF

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ROOF PURLINS

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WALL GIRTS

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ROOF TENSION RODS

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WALL TENSION RODS

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HANGAR DOORS

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WALL PANELS

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HANGAR SSR

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LEAN-TO SSR

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ROTARY WING HANGAR

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MBF

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ROOF PURLINS

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WALL GIRTS

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ROOF TENSION RODS

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WALL TENSION RODS

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HANGAR DOORS

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WALL PANELS

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HANGAR SSR

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LEAN-TO SSR

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1. DETAIL, FABRICATE AND ERECT STRUCTURAL STEEL IN ACCORDANCE WITH THE AISC MANUAL OF DETAIL, FABRICATE AND ERECT STRUCTURAL STEEL IN ACCORDANCE WITH THE AISC MANUAL OF STEEL CONSTRUCTION, THIRTEENTH EDITION (ALLOWABLE STRENGTH DESIGN), AWS D1.1, AND OTHER CODES, STANDARDS, AND SPECIFICATIONS EXCEPT AS EXPLICITLY MODIFIED HEREIN. 2. CONTRACTOR RESPONSIBLE FOR ALL MISCELLANEOUS/ORNAMENTAL STEEL NOT SHOWN ON CONTRACTOR RESPONSIBLE FOR ALL MISCELLANEOUS/ORNAMENTAL STEEL NOT SHOWN ON STRUCTURALDRAWINGS. 3. STRUCTURAL STEEL: ASTM A992, GRADE 50: ROLLED STEEL WIDE FLANGES STRUCTURAL STEEL: ASTM A992, GRADE 50: ROLLED STEEL WIDE FLANGES ASTM A992, GRADE 50: ROLLED STEEL WIDE FLANGES ASTM A36: ROLLED STEEL PLATES, SHAPES, BARS, AND RODS ASTM A500, GRADE C: HSS TUBING ASTM A53, TYPE E OR S, GRADE B; STEEL PIPE 4. BOLTS: 3/4" DIAMETER MINIMUM, FOR CONNECTIONS BETWEEN HOT-ROLLED MEMBERS, UNO. BOLTS: 3/4" DIAMETER MINIMUM, FOR CONNECTIONS BETWEEN HOT-ROLLED MEMBERS, UNO. 3/4" DIAMETER MINIMUM, FOR CONNECTIONS BETWEEN HOT-ROLLED MEMBERS, UNO. 1/2” DIAMETER MINIMUM, FOR CONNECTIONS TO LIGHTGAGE FRAMING (1/8” AND DIAMETER MINIMUM, FOR CONNECTIONS TO LIGHTGAGE FRAMING (1/8” AND AND THINNER), UNLESS NOTED OTHERWISE. ASTM A325 - BEARING TYPE FOR ALL BEAM, COLUMN, AND JOIST CONNECTIONS; FRICTION/SLIP-CRITICAL TYPE FOR ALL BRACING AND BRACING STRUT CONNECTIONS ASTM F1554, GRADE 36 FOR ALL ANCHOR BOLTS. 5. WELDED CONNECTIONS SHALL CONFORM TO THE LATEST REVISED “STRUCTURAL WELDING CODE - WELDED CONNECTIONS SHALL CONFORM TO THE LATEST REVISED “STRUCTURAL WELDING CODE - STRUCTURAL WELDING CODE - STEEL” OF THE AMERICAN WELDING SOCIETY, AWS D1.1 AND SHALL BE PERFORMED BY CERTIFIED OF THE AMERICAN WELDING SOCIETY, AWS D1.1 AND SHALL BE PERFORMED BY CERTIFIED WELDERS IN ACCORDANCE WITH THE AMERICAN WELDING SOCIETY STANDARDS. 6. WELDING ELECTRODES SHALL BE E_70XX OR BETTER. FOR WELDING SYMBOLS WITH NO LENGTH WELDING ELECTRODES SHALL BE E_70XX OR BETTER. FOR WELDING SYMBOLS WITH NO LENGTH DIMENSION GIVEN, THE WELDING SHALL BE CONTINUOUS BETWEEN ABRUPT CHANGES IN DIRECTION. 7. CONNECTIONS: WELD OR BOLT CONNECTIONS, AS INDICATED: CONNECTIONS: WELD OR BOLT CONNECTIONS, AS INDICATED: A. CONNECTIONS NOT DETAILED ON THE DRAWINGS SHALL CONFORM TO THE REQUIREMENTS OF CONNECTIONS NOT DETAILED ON THE DRAWINGS SHALL CONFORM TO THE REQUIREMENTS OF THE CITED AISC SPECIFICATION. B. WHERE THE REACTION VALUES OF MEMBERS ARE NOT SHOWN ON THE DRAWINGS, EACH END WHERE THE REACTION VALUES OF MEMBERS ARE NOT SHOWN ON THE DRAWINGS, EACH END CONNECTION SHALL BE DESIGNED TO SUPPORT 55% OF THE TOTAL UNIFORM LOAD CAPACITY DERIVED FROM THE AISC ASD MAXIMUM UNIFORM LOAD TABLES FOR THE GIVEN MEMBER SIZE, SPAN, AND YIELD STRENGTH. C. THE MINIMUM NUMBER OF BOLTS IN BOLTED CONNECTIONS SHALL BE TWO (2) BOLTS. THE MINIMUM NUMBER OF BOLTS IN BOLTED CONNECTIONS SHALL BE TWO (2) BOLTS. D. MINIMUM ¼” FILLET WELD SHALL APPLY UNLESS NOTED OTHERWISE. MINIMUM ¼” FILLET WELD SHALL APPLY UNLESS NOTED OTHERWISE. FILLET WELD SHALL APPLY UNLESS NOTED OTHERWISE. E. UTILIZE THROUGH PLATES FOR ALL CONNECTIONS TO TUBES AND PIPES UNLESS SHOWN UTILIZE THROUGH PLATES FOR ALL CONNECTIONS TO TUBES AND PIPES UNLESS SHOWN OTHERWISE. F. BRACING MEMBER CONNECTIONS SHALL BE DESIGNED FOR THE FORCES INDICATED ON THE BRACING MEMBER CONNECTIONS SHALL BE DESIGNED FOR THE FORCES INDICATED ON THE DRAWINGS. 8. ALL STRUCTURAL STEEL MEMBERS SHALL RECEIVE ONE SHOP COAT OF PRIMER PAINT SSPC_PAINT ALL STRUCTURAL STEEL MEMBERS SHALL RECEIVE ONE SHOP COAT OF PRIMER PAINT SSPC_PAINT 15 RED IRON OXIDE

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STRUCTURAL STEEL NOTES

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NOT MODIFIED

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1. DESIGN, DETAIL, FABRICATE, AND ERECT STRUCTURAL LIGHT GAGE FRAMING TO WITHSTAND DESIGN, DETAIL, FABRICATE, AND ERECT STRUCTURAL LIGHT GAGE FRAMING TO WITHSTAND DESIGN LOADS WITHIN LIMITS AND UNDER CONDITIONS REQUIRED IN ACCORDANCE WITH THE LATEST AMERICAN IRON AND STEEL INSTITUE (AISI) “SPECIFICATION FOR DESIGN OF SPECIFICATION FOR DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS”. . 2. COLD FORMED LIGHT GAGE STEEL MEMBERS, 16 GA. OR THICKER SHALL BE FORMED FROM COLD FORMED LIGHT GAGE STEEL MEMBERS, 16 GA. OR THICKER SHALL BE FORMED FROM 55 KSI (OR GREATER) YIELD STRENGTH STEEL. MEMBERS THINNER THAN 16 GA. MAY BE FORMED FROM 33 KSI OR GREATER YIELD STRENGTH STEEL. 3. ALL STRUCTURAL MEMBERS SHALL BE FORMED FROM CORROSION-RESISTANT STEEL, ALL STRUCTURAL MEMBERS SHALL BE FORMED FROM CORROSION-RESISTANT STEEL, CORRESPONDING TO THE REQUIREMENT OF ASTM A653. ALL STRUCTURAL MEMBERS SHALL BE ZINC COATED - G90 FINISH. 4. FASTENING OF COMPONENTS SHALL BE WITH BOLTS THROUGH DRILLED HOLES TO MATCH FASTENING OF COMPONENTS SHALL BE WITH BOLTS THROUGH DRILLED HOLES TO MATCH EXISTING CONNECTIONS OR AS NOTED ON DRAWINGS FOR NEW CONNECTIONS. WELDS MAY BE USED WHERE NOTED ON DRAWINGS OR AS APPROVED BY COTR. ALL WELDS SHALL BE TOUCHED UP WITH A ZINC-RICH PAINT. 5. ZEE GIRTS AND PURLINS SHALL HAVE FLANGES OF SLIGHTLY DIFFERENT WIDTHS TO ZEE GIRTS AND PURLINS SHALL HAVE FLANGES OF SLIGHTLY DIFFERENT WIDTHS TO FACILITATE NESTING AT LAPS. 6. ERECT MEMBERS WITH SWEEPS NOT EXCEEDING AISI AND MBMA STANDARDS.ERECT MEMBERS WITH SWEEPS NOT EXCEEDING AISI AND MBMA STANDARDS.

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1. ALL WELDERS SHALL BE PREQUALIFIED FOR WELDING LIGHTGAGE STEEL. WELDERS ALL WELDERS SHALL BE PREQUALIFIED FOR WELDING LIGHTGAGE STEEL. WELDERS SHALL DEMONSTRATE ABILITY TO PERFORM LIGHTGAGE WELDS PRIOR TO PERFORMING WELD REPAIRS AND CONNECTIONS ON EXISTING BUILDING FRAMING. 2. SMAW WELDING (STICK) SHALL BE LIMITED TO MATERIAL 14 GAGE OR THICKER. MIG SMAW WELDING (STICK) SHALL BE LIMITED TO MATERIAL 14 GAGE OR THICKER. MIG (WIRE) WELDING SHALL BE USED FOR WELDING 16 GAGE AND THINNER MATERIAL. 3. WELDING PROCEDURES SHALL ADJUSTED TO PREVENT BURN THROUGH, INCOMPLETE WELDING PROCEDURES SHALL ADJUSTED TO PREVENT BURN THROUGH, INCOMPLETE FUSION, WARPING, AND DISTORTION. CLAMP PIECES BEING WELDED AND USE BACKER BARS AS REQUIRED. SKIP WELD AS REQUIRED TO MINIMIZE DISTORTION.

AutoCAD SHX Text LIGHTGAGE STEEL NOTES (COLD-ROLLED STRUCTURAL FRAMING MEMBERS) (COLD-ROLLED STRUCTURAL FRAMING MEMBERS)(COLD-ROLLED STRUCTURAL FRAMING MEMBERS)

LIGHTGAGE STEEL WELDING NOTES:

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SCALE:

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ROTARY WING HANGAR FLOOR PLAN

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ROOM NO

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WEST PASSAGEWAY H-60

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OUTER FLIGHT GEAR ROOM

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EQUIPMENT WASH ROOM

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H-60 LINE CREW

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JANITOR CLOSET

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MEN'S HEAD

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MEN'S SHOWER

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H-60 800 HR HEAVY MAINT. TEAM

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H-60 TOOL ROOM

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ROOM NO

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H-60 TYPE II SUPPLY

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H-60 TYPE IV SUPPLIES

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OPBAT OFFICE

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NICAD BATTERY SHOP

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LOUNGE AREA

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QA CPO

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QA/HMT BACK OFFICE/STORAGE

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MAINTENANCE CONTROL OFFICER

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H-60 MAINTENANCE CONTROL

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DELUGE VALVE CLOSET

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QA PUBS

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ARMORY/SUPPLY

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MECHANICAL ROOM

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COMPOSITE SHOP

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AVIATION ENGINEERING DEPT.

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ASST. ENGINEERING OFFICER (AEO)

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RW LEADING CHIEF

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AVIONICS

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FLIR STORAGE + PMEL

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AVIONICS SUPERVISOR

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AVIONICS OFFICER

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NVG SHOP

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METAL SHOP

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HYDRAULIC SHOP

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METAL SHOP OFFICE (SM)

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METAL SHOP STORAGE

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MECHANICAL ROOM

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AST RAFT SHOP

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AIRMAN TRAINING CLASSROOM

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H-60 SHOP

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CIVILIAN OFFICE

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ROOM NO

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TRAINING OFFICE; H-60 HANGAR

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APPRENTICE ROOM; H-60 HANGAR

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AIRMAN OFFICE

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APPRENTICE OFFICE; H-60 HANGAR

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IMP CLNG

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AWNING

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AWNING

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AWNING

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AWNING

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FENCED ENCLOSURE

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WOMEN HEAD

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MEN HEAD/SHOWER

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AHU

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CORRIDOR

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STORAGE

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WOMEN SHOWER

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WOMEN LOCKER

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HANGAR

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OFFICE

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COORIDOR

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MEZZANINE OFFICE

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HANGAR

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LEAD BASED PAINT SAMPLE LOCATIONS

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ID NUMBER (SEE PLAN)

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MBF #16

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LOCATION

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MBF #17

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WHITE PAINT, METAL WALL

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WHITE PAINT

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WHITE PAINT, CMU WALL

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GRAY PAINT

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GRAY PAINT, DOOR

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GRAY PAINT, SMOKE SCREEN

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USCG. CEU PROVIDENCE

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475 KILVERT STREET, SUITE 100

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WARWICK, RI 02886

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FLOOR PLAN

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LEAD BASE PAINT LOCATION SAMPLES, SEE TABLE THIS SHEET.

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CRANE AREA

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* ACCEPTABLE LEVELS OF LEAD ARE LESS THAN .5% BY WEIGHT THEREFORE NONE OF THESE ACCEPTABLE LEVELS OF LEAD ARE LESS THAN .5% BY WEIGHT THEREFORE NONE OF THESE SAMPLE ARE CONSIDERED LEAD BASED.

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NETWORK

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SWITCH RACK

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LOCKERS

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CONSULTANTS

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REVIEWED BY:

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TECH. DIRECTOR

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DATE

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DRAWING NUMBER

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PROJECT ENG.

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APPROVING OFFICER

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PROJECT NUMBER

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DISCIPLINE/SHT NO

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REVIEWED BY:

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BRANCH CHIEF

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CHECKED BY:

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EDITED BY:

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DRAWN BY:

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A/E PROJECT NO:

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SCALE:

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PLOT SCALE:

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MARK

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ISSUE

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DESCRIPTION

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DATE

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ENGINEERING UNIT

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PROVIDENCE

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CIVIL

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U. S. COAST GUARD

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CIVIL ENGINEERING UNIT

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PROVIDENCE

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USCG. CEU PROVIDENCE

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475 KILVERT STREET, SUITE 100

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WARWICK, RI 02886

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AutoCAD SHX Text 12/14/18

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FINAL DESIGN SUBMITTAL

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AS SHOWN

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REPAIR RWH AND FWH STRUCTURES

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AIRSTATION CLEARWATER

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CLEARWATER

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FIXED WING HANGAR

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STRUCTURAL

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FLOOR PLAN

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AutoCAD SHX Text 10275546

AutoCAD SHX Text P10275546

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FABRIC STRUCTURE

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GROUND POINT, TYP

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FIXED WING HANGAR ROOM SCHEDULE

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ROOM NO

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ROOM NAME

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ENGINE SHOP

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ELECTRICAL

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PROPELLER SHOP

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PRIVATE OFFICE (E-8)

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METAL SHOP

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PRIVATE OFFICE (E-8)

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PRIVATE OFFICE (E-7)

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AVIONICS SHOP

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MEZZANINE

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AVIONICS

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PRIVATE OFFICE (E-7)

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WOMEN TOILET

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WOMEN LOCKER

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WOMEN SHOWER

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ROOM NO

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ROOM NAME

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CORRIDOR

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JANITOR

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CORRIDOR

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CORRIDOR

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QA OFFICE

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C-130 ENG. ADMIN.

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PRIVATE OFFICE (E-9)

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ASST. MAINT. OFFICER

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C-130 MX OFFICER

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ENG. TRAINING OFFICE

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LINE CREW SUPERVISOR

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MEN TOILET

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MEN LAVATORY

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MEN SHOWER

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MEN LOCKER

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ROOM NO

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ROOM NAME

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EMER. GEN. ROOM

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HANGAR

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MECH. ROOM

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MEN'S TOILET

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WOMEN'S TOILET

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ELECTRICAL SERVICE

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MX CONTROL

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MX CONTROL OFFICER

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STORAGE

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CASPER PALLET

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LINE CREW OFFICE

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A "FFF"

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ROOM NO

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ROOM NAME

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CORRIDOR

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MECHANICAL

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ROOM NO

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ROOM NAME

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CORRIDOR

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LE CONFERENCE

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LE OFFICE STORAGE

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CO-PILOT OFFICE

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LE OFFICE

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LE OFFICE

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CURRENT OPS OFFICE

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FLIGHT SERVICES

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FLIGHT LOUNGE

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COMMS VAULT

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ODO SHACK

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FLIGHT PLANNING

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OPS OFFICER

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ASST. OPS OFFICERS

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COMMS

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TOOL ROOM

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TOOL ROOM OFFICE

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NAME UNAVAILABLE

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NAME UNAVAILABLE

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TRAINING

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NAME UNAVAILABLE

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TRAINING PRIVATE OFFICE (E-7)

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UPS

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TRAINING/STAN OFFICE

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LEAD BASED PAINT SAMPLE LOCATIONS

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ID NUMBER (SEE PLAN)

AutoCAD SHX Text L1-110216-08

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MBF #4

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LOCATION

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MBF #11

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MBF #17

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MBF #9

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MBF #7 AND #8

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MBF #5

AutoC…

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