200086-EJ3.pdf
PDF 415 KB Posted
- Solicitation number
- 36C25624R0073
About this file
This document appears to be an architectural drawing for a Security Training Center Addition project at the VA Medical Center in North Little Rock, Arkansas. The drawing includes a roof framing plan, mechanical platform framing details, and framing notes with design load requirements.
The related federal contract opportunity is a solicitation (Solicitation Number: 36C25624R0073) for B190/191 Roof Renovations at the VA LETC in North Little Rock, Arkansas, under Project 598-23-140. The solicitation has a site visit scheduled for 3-7-2024, RFIs due by 3-12-2024, and proposals due by 3-27-2024, unless changed by amendment. The solicitation is being issued by the Department of Veterans Affairs, Veterans Health Administration, Veterans Integrated Service Network 16.
View the file
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| 598-23140 - SITE VISIT 1 SIGN IN.pdf | ||
| A501 old wing.pdf | ||
| 36C25624R0073 0002_1.docx | DOCX document | |
| 174REJ7.pdf | ||
| 598-23-140 - PRE-BID RFIs COMPLETE.docx | DOCX document | |
| 2886a201.pdf | ||
| A201 old wing.pdf | ||
| A202 old wing.pdf | ||
| A501.pdf | ||
| 2886a501.pdf | ||
| 36C25624R0073 0002.docx | DOCX document | |
| A201.pdf | ||
| 36C25624R0073 0001.docx | DOCX document | |
| 36C25624R0073 0001_1.docx | DOCX document | |
| VA LR AND NLR INSPECTION REPORT AND OHM TEST RESULTS 2019.pdf | ||
| SOW B190 191 Roof Renovations.pdf | ||
| 36C25624R0073 - SOLICITATION.docx | DOCX document | |
| CONTRACTOR EVALUATION FORM.docx | DOCX document | |
| WAGE DETERMINATION AR20240032 01-05-2024.pdf | ||
| 36C25624R0073_1.docx | DOCX document | |
| Past and Present Performance Questionnaire.docx | DOCX document |
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Text version
DATE
PROJECT NUMBER
2-2886-99
30 MAR 01
CHECKED
PROJECT TITLE
BUILDING NUMBER DRAWN
AAAREG1
LOCATION
V.A.M.C. LR DIVISION
DRAWING NO.ARCHITECT
DRAWING TITLE
APPROVED: FACILITY PLANNER
APPROVED: CHIEF OF STAFF
APPROVED: CHIEF ENGINEER
APPROVED: MEDICAL CENTER DIRECTOR
APPROVED: ASSOCIATE DIRECTOR
APPROVED: ASSISTANT DIRECTOR
DATEREVISIONS
APPROVED: SERVICE CHIEF
APPROVED: SERVICE CHIEF
APPROVED: SERVICE CHIEF
STUCK ASSOCIATES ARCHITECTS
SECURITY TRAINING CENTER
ADDITION
Dwg of16 31
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NORTH
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SCALE: 1/8" = 1'-0"
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AutoCAD SHX Text Greeson, Gatlin &
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(501) 224-7070
AutoCAD SHX Text Little Rock, AR 72205
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NORTH
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PLAN
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TRUE
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ROOF FRAMING PLAN
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200086-EJ3
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FRAMING NOTES:
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FRAMING LEGEND:
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DEPARTMENT OF
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VETERANS AFFAIRS
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ROOF FRAMING PLAN
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TRUSS `B' @ 2'-0" O.C.
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TRUSS `A' @ 2'-0" O.C.
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TRUSS B
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TRUSS A
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OPEN
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SPACE
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FOR
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DUCT
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FRAMING PLAN
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(FIREARMS STORAGE)
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AutoCAD SHX Text W8x24
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AutoCAD SHX Text 5'-6"
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AutoCAD SHX Text A1
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LT-4
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LT-4
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LT-4
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LT-4
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4" CONCRETE SLAB W/
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GALVANIZED FLOOR
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DECK. SEE N10/S102
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FOR DECK WELDING.
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TYPE VL COMPOSITE
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MT
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MT
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MT
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MT
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GT
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GT
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GT
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GT
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CLR.
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CLR.
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SW
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SW
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SW
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SW
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SW
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SW
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SW
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SW
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VT
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CT @ 2'-0" O.C.
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HT
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JT
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ST
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JT
AutoCAD SHX Text W14x22
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GT
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JT
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AutoCAD SHX Text W12x19
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AutoCAD SHX Text W14x22
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GT
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MT
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VT
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CT
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EJ
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ST
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HT
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UNO
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FF
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FINISHED FLOOR
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UNLESS NOTED OTHERWISE
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HIP TRUSS
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SCISSORS TRUSS
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END JACK
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COMMON TRUSS
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VALLEY TRUSS
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MONO TRUSS
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GIRDER TRUSS
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LINTEL
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LT
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AutoCAD SHX Text MC8x22.8
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MECH. PLATFORM FRAMING
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AutoCAD SHX Text 2'-0"
AutoCAD SHX Text *10'-0"
AutoCAD SHX Text 6"
AutoCAD SHX Text *6'-10"
AutoCAD SHX Text *1'-8"
AutoCAD SHX Text 6"
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AutoCAD SHX Text C8x11.5
AutoCAD SHX Text 1"x1/8" GW-100
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STEEL BAR GRATING
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APPROVED EQUAL
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TOP OF GRATING
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* VERIFY FINAL DIMENSIONS
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OF MECHANICAL PLATFORM
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WITH FINAL LAYOUT OF
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MECHANICAL EQUIPMENT.
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PROVIDE SHIPS LADDER
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UP TO PLATFORM AS
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REQUIRED.
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FRAMING DETAIL
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FRAMING DETAIL
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FRAMING DETAIL
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AutoCAD SHX Text 3'-6"'
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1 1/2"%%C STD. STEEL
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PIPE HANDRAIL & POSTS
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PLATE
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PROVIDE STANDARD AISC
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SINGLE ANGLE OR TAB
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PLATE BOLTED CONN.
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STEEL
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GRATING
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1/2" PLATE
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3/8" GUSSET
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PLATE
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1/4" PLATE
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COLUMN,
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SEE PLAN
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6" METAL STUDS
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SEE ARCH DWGS
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STEEL BAR
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GRATING
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CHANNEL
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SEE PLAN
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ELEV. = 516.33
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FIN. FLR. = 0'-0"
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DATUM NOTE:
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MOMENT CONNECTION - SEE E1/S203
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SHEAR WALL
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WALL BRACE
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WB
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SW
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AutoCAD SHX Text 0"
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LT-3
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LT-3
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LT-1
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19/32" APA RATED EXPOSURE I
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SHEATHING. SEE FRAMING NOTES
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FOR ATTACHMENT.
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LT-3 (ABOVE OPENING IN EXIST. WALL)
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ROOF EXPANSION JOINT
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LT-4
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EXISTING BUILDING
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WB
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WB
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WB
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WB
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WB
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WB
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WB
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WB
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WB
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WB
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FACE OF
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WALL
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LT-1
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LT-1
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LT-1
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%%UWSHP-4
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%%UWSHP-2
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%%UWSHP-1
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%%UEF-1
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%%UWSHP-3
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FF = +12'-4"
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ELEV. 520.50
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12 SPACES @ 4'-0" = 48'-0"
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TRUSS MANUF TO VERIFY W/
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BAFFLE SUPPORT EXACT LOCATION
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OF HANGERS.
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HANGER LOAD = 250# EACH
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BAFFLE HANGER SPACING
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NOTE:
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SEE FRAMING NOTES THIS SHEET
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FOR UNIFORM LOADING CRITERIA.
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FOR UNIFORM LOADING CRITERIA.
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SEE FRAMING NOTES THIS SHEET
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NOTE:
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1. BRACE AND GUY UNTIL ALL FINAL CONNECTIONS ARE MADE.
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2. ALL STRUCTURAL STEEL MEMBERS SHALL MEET THE FOLLOWING
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CRITERIA:
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ASTM A-36
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ASTM A-53 (GRADE B)
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(GRADE B)
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3. AMERICAN INSTITUTE OF STEEL CONSTRUCTION SPECIFICATIONS
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SHALL GOVERN ALL PHASES OF STEEL CONSTRUCTION.
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4. LINTELS SHALL BE PROVIDED OVER ALL OPENINGS IN MASONRY
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WALLS. REFER TO LINTEL SCHEDULE FOR SIZE.
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5. ALL WELDING IN ACCORDANCE WITH A.W.S. REQUIREMENTS FOR
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E70XX ELECTRODES.
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6. BOLTS: ASTM A325N 3/4" DIAMETER (UNO).
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7. BEAR LINTELS A MINIMUM OF 8" EA. SIDE OF OPENING UNLESS
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NOTED OTHERWISE.
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8. ROOF PLYWOOD SHALL BE 19/32" APA RATED EXPOSURE ONE
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SHEATHING SCREWED TO TRUSSES AND BLOCKING WITH #10 SELF
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TAPPING FLAT HEAD SCREW AT 6" O.C. AT EDGE SUPPORTS AND 12"
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O.C. AT ALL INTERMEDIATE SUPPORTS (UNO). FACE GRAIN SHALL BE
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PERPENDICULAR TO SUPPORTS.
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9. ROOF TRUSS MANUFACTURER SHALL DESIGN FOR THE LOADS GIVEN
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BELOW.
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MANUFACTURER TO PROVIDE ALL TRUSS TO TRUSS CONNECTIONS,
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HURRICANE TIES, BRIDGING, FACIAL SUPPORTS, HOLDOWNS,
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CONNECTORS, ETC. TRUSS MANUFACTURER SHALL ALSO PROVIDE SOLID
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BLOCKING AT ALL RIDGES, VALLEYS, AND HIPS FOR
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PLYWOOD SUPPORT. MAUFACTURER TO SUBMIT DETAILED SHOP
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DRAWINGS INDICATING TRUSS LAYOUT, GAGE AND SIZE OF TURSS
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MEMBERS AND ALL ITEMS MENTIONED ABOVE.
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DRAWINGS SHALL BE STAMPED AND SIGNED BY AN ARKANSAS
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REGISTERED ENGINEER. GENERAL CONTRACTOR TO CORRIDINATE WITH
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TRUSS MANUFACTURER THE LOCATION,
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SIZE, AND WEIGHTS ALL MECHANICALDUCTS AND EQUIPMENT WITHIN
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TRUSSES. GENERAL CONTRACTOR TO ALSO CORRIDINATE HANGING
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LOCATIONS OF THE METAL BAFFLE SYSTEM WITH TRUSS
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MANUFACTURER. REFER TO SPECIFICATIONS FOR
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ADDITIONAL REQUIREMENTS.
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TRUSS DESIGN LOADS:
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UNIFORM TOP CHORD DEAD = 15 PSF
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UNIFORM TOP CHORD LIVE = 20 PSF
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UNIFORM BOT CHORD DEAD = 10 PSF
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CONCENTRATED BOTTOM CHORD = SEE FRAMING PLANS AND
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TRUSS ELEVATIONS.
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LIVE = 30 PSF
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DEAD = 48 PSF
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FIREARMS STORAGE PLATFORM:
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10. DESIGN LOADS:
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MECHANICAL PLATFORM:
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DEAD = 15 PSF
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LIVE = 60 PSF
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ROOF: SEE NOTE #9
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