174REJ7.pdf

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Attached to
Z1AA--598-23-140 | CON | B190/191 Roof Renovations LETC
Solicitation number
36C25624R0073
Issued by

About this file

Written by GovTribe AI ·

This document appears to be a construction drawing related to a federal contract opportunity for renovating the roof of Buildings 190 and 191 at the VA LETC facility in North Little Rock, Arkansas, under Project 598-23-140.

The key details are:

  • Solicitation Number: 36C25624R0073
  • Description: B190/191 Roof Renovations at the VA LETC in North Little Rock, Arkansas
  • A site visit is scheduled for 3-7-2024 and requests for information are due 3-12-2024, with proposals due 3-27-2024, unless changed by amendment
  • The drawing shows the roof framing plan, including prefabricated roof trusses, support beams, and other structural details

View the file

Other files

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36C25624R0073 0001.docx DOCX document
36C25624R0073 0001_1.docx DOCX document
VA LR AND NLR INSPECTION REPORT AND OHM TEST RESULTS 2019.pdf PDF
SOW B190 191 Roof Renovations.pdf PDF
36C25624R0073 - SOLICITATION.docx DOCX document
CONTRACTOR EVALUATION FORM.docx DOCX document
WAGE DETERMINATION AR20240032 01-05-2024.pdf PDF
36C25624R0073_1.docx DOCX document
Past and Present Performance Questionnaire.docx DOCX document
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DATE

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REVISIONS

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DWG OF

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DRAWING NO.

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APPROVED: MEDICAL CENTER DIRECTOR

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APPROVED: CHIEF ENGINEER

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DRAWING TITLE

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PROJECT TITLE

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PROJECT NUMBER

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DATE

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LOCATION

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DRAWN

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CHECKED

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BUILDING NUMBER

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VETERANS AFFAIRS

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DEPARTMENT OF

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OFFICE OF FACILITIES

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STUCK\174PEJ7

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EXISTING BUILDING

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CENTERLINE OF

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EXISTING BUILDING

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ROOF FRAMING PLAN

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EXPAND SECURITY

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TRAINING CENTER

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PHASE I

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VAMC, NORTH LITTLE ROCK, AR.

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SCALE OF FEET

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PREFAB ROOF TRUSSES

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GABLE END

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TRUSS

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SCISSOR TRUSS

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GIRDER TRUSS

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SCISSOR GIRDER

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TRUSS

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WS

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WS

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WS

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WS

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WS

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VI

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III

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WS

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WS

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RIDGE

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BS

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BS

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RIDGE

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SLOPE

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SLOPE

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(TYP. @ TRUSSES)

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BLOCKING AS REQ'D.

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TO KEEP RAFTERS

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PROPERLY ALIGNED

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PROIR TO NAILING

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PLYWOOD. (TYP)

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SHEAR WALL

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RIDGE

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PREFAB ROOF TRUSSES

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SIM.

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ADDIT. TRUSS @

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FOLDING PARTITION

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2'-0" O.C. (UNO)

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ON THIS SHEET ARE SPACED AT

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ALL JOISTS, TRUSSES, OR RAFTERS

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FRAMING NOTE:

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AutoCAD SHX Text 36x48 OPG. FOR

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MECH. GRILLE IN

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SOFFIT BELOW

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STEP WALL AS REQ'D.

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FOR RAFTER BEARING

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AutoCAD SHX Text 1/2" x 6 x 8 BRG. PLATE

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PREFAB ROOF TRUSSES

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AutoCAD SHX Text 2x6 OUTRIGGERS @ 24" OC

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SIM

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AutoCAD SHX Text 1/2 x 6 x BRG PL

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23/32 APA RATED PLYWOOD SHEATHING

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EXP. 1, FACE GRAIN PERPENDICULAR TO

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ALL EDGE SUPPORTS AND 12" OC @ ALL

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INTERMEDIATE SUPPORTS (TYPICAL)

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RIDGE

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3/4" DIA.

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NUMBER.

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3 SEE APPROPRIATE DETAILS FOR ANCHOR BOLT PATTERN AND

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WITH 12" EMBEDMENT, UNO.

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2 ANCHOR BOLTS TO HAVE MINIMUM 3" HOOK & 3" PROJECTION

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1 TYPICAL BASE PLATE SIZE (UNO) ON PLANS AND DETAILS.

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3/4" DIA.

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3/4" DIA.

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3/4" DIA.

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3/4" DIA.

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3/4" DIA.

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A. BOLTS

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COLUMN SCHEDULE

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MARK

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SIZE

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BASE PLATE

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FMG

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2500 MASONRY GROUT

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REINF W/ 2-#4 CONT IN

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8"X 8" STD LINTEL BLOCK

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8"X 8" STD LINTEL BLOCK

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REINF W/ 2-#4 CONT IN

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3000 PSI CONC FILL

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THIS LINTEL IS TYP @ ALL INTERIOR

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8" BLOCK WALL OPENINGS LESS THAN

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OR EQUAL TO 6'-8" WIDE THAT ARE

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NOT BELOW A ROOF JOIST BEARING

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LT-2

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LT-4

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ON PLAN

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PL 1/4"X 7"

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CONT

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LT-3

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LINTEL SCHEDULE

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LT-1

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SEE L14/S105

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VARIES

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2500 PSI MASONRY GROUT

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2 #4 CONT

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MATCH WIDTH OF

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WALL @ JAMBS

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LT-5

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(TYP)

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LT-2

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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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LT-3

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LT-4

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PROVIDE LINTELS

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FOR FUTURE OPENINGS

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LT-5

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SLOPE

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SLOPE

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TRUSS

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BEARING

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WALL

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SLOPE

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SLOPE

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ANGLE TO

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SUPPORT BRICK

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AT LOUVER

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ANGLE TO

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SUPPORT BRICK

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AT LOUVER

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FOLDING PARTITION 100#/FT

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1100#/FT

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@ DORMER

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VERIFY SIZE

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W/ MECH.

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GENERAL NOTES (STEEL FRAMING):

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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:

AutoCAD SHX Text ROLLED SHAPES, PLATES AND BARS, Fy = 36 KSI. CONFORM

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TO ASTM A-36

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TO ASTM A-53 (GRADE B)

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COLD FORMED TUBING, FY = 46 KSI. CONFORM TO ASTM A-500

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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. L4x4x1/4 LINTEL ANGLES SHALL BE PROVIDED OVER ALL

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MECHANICAL EQUIPMENT OPENINGS IN BRICK WALLS (UNO).

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5. BEAR LINTELS A MINIMUM OF 8" EACH SIDE OF OPENING UNLESS

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NOTED OTHERWISE.

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6. LEGEND:

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AFF - ABOVE FINISHED FLOOR

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P - LOAD IN KIPS

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UNO - UNLESS NOTED OTHERWISE

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V - SHEAR LOAD IN KIPS

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VIF - VERIFY IN FIELD

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LLH - LONG LEG HORIZONTAL

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LLV - LONG LEG VERTICAL

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TOB - TOP OF BEAM ELEVATION

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NOTE PERTAINING TO PLATE CONNECTED WOOD TRUSSES (PC WOOD TRUSSES)

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1. PC WOOD TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOADINGS:

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TOP CHORD LIVE LOAD 20#/FT

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TOP CHORD DEAD LOAD 10#/FT

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BOTT CHORD DEAD LOAD

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2. IN ADDITION TO LOADS ABOVE, ADD CONCENTRATED LOADS SHOWN ON PLAN.

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3. GIRDER TRUSSES SHALL BE DESIGNED TO SUPPORT ALL LOADS CARRIED BY

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"STICK-BUILT" MEMBERS SUPPORTED BY THE GIRDER TRUSS.

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4. DORM TRUSSES ABOVE ATTIC SHALL BE SUPPORTED AT LOCATION SHOWN

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5. REFER TO STRUCTURAL DETAILS FOR BEARING WALLS FOR PC WOOD TRUSSES.

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IN DETAIL L5/S106.

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10#/FT

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SIM.

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AAA,KDJ

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SIM.

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RIDGE OF CLASSROOM BLDG.

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TO MATCH RIDGE @ DORM

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MECH. OPENING

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SHEAR WALL W/2#5

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VERTS EA. END

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(SEE DET A14/S102

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FOR TYP. SHEAR WALL

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REINF.)

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SHEAR WALL W/2#5

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VERTS EA. END

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VERTS EA. END

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SHEAR WALL W/4#5

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2#5 VERTS

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EA. END

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4#5 VERTS

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EA. END

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2#5 VERTS

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EA. END

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SHEAR WALL W/

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SHEAR WALL W/

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EA. END

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2#5 VERTS

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SHEAR WALL W/

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TYP @ LOUNGE

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REVISED:

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VALLEY TRUSSE

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VALLEY TRUSSES

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IV

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(PROVIDE STACKED

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HEAD JOINTS @

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JAMBS)

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3/4" DIA.

Sheets and Views
174REJ7-Layout1

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