Attch 6_Hypothetical Project Drawings.pdf

PDF 19 MB Posted

Attached to
Regional General Construction with Design Build Capabilities IDIQ MAC Federal contract opportunity
Solicitation number
47PH0820R0003
Issued by
General Services Administration Public Buildings Service

About this file

This document provides details for a federal solicitation seeking proposals for a regional general construction contract with design-build capabilities. The solicitation issued by the General Services Administration Public Buildings Service seeks an indefinite delivery indefinite quantity multiple award construction/design-build contract to support region 7, including Texas, Arkansas, Louisiana, Oklahoma, and New Mexico, with occasional work in other areas. The complete solicitation and instructions describe requirements for a firm fixed price contract to provide general construction services with design-build capabilities on an as-needed basis. Proposals are due by the date specified in the solicitation. The contract will have a one year base period and four one-year options that can be exercised if funding is available.

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Other files for this federal contract opportunity

Other files attached to Regional General Construction with Design Build Capabilities IDIQ MAC, newest first.
File Type Posted
Amnd_0006_10_20_2020.pdf PDF
Amnd_0005_10_7_2020.pdf PDF
Amnd_0004_9_15_2020.pdf PDF
Amnd_0003_9_10_2020.pdf PDF
Amnd_0002_9_3_2020.pdf PDF
Amd_0001_9_3_2020.pdf PDF
Attch 3_SF1442-14b.pdf PDF
Attch 9_Small_Business_Soci...ic_Category_Certification_Form (1).pdf PDF
Attch 8_Project_Data_Sheet_.pdf PDF
Attch 1_SOLICITATION.pdf PDF
Attch 7_PBS_Past_Performance_Form.docx DOCX document
Attch 2_GC Reps andCerts.docx DOCX document
Attch 4_Agreement.pdf PDF
Attch 5_Hypothetical Project Specs.pdf PDF
Attch 10_Hypothetical Price Proposal Sheet.xlsx XLSX spreadsheet
Attch 3_SF1442-14b.pdf PDF
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GENERAL SERVICES ADMINISTRATION

REGION 7 - GREATER SOUTHWEST REGION

FORT WORTH, TEXAS

PROJECT FOR:

HYPOTHETICAL INITIAL SPACE ALTERATIONS PROJECT

DALLAS, TEXAS

DRAWING INDEX

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100%%% SUBMITTAL

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CERTIFICATIONS

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KEY PLAN

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REVISION NOTES

AutoCAD SHX Text PROPERTY OF THE UNITED STATES GOVERNMENT - FOR OFFICIAL USE ONLY. Do not remove this notice. Properly destroy documents when no longer needed.

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SHEET SIZE:

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SHEET

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OF

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DISCIPLINE

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SHEET TYPE

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SEQUENCE

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DRAWING NO.

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DRAWING TITLE

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FILE NAME

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CHECKED BY

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DRAWN BY

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PROJECT NO.

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GSA PM

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SUB. DATE

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SUBMISSION

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DESCRIPTION

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PROJECT

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TITLE

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OTHER

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BUILDING NO.

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CITY/ST./ZIP

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STREET

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NAME

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DRAWING

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PROJECT

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BUILDING

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SUB A/E

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PRIME A/E

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CONS. CONTR.

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A/E CON. NO.

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CONTRACTORS

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GRAPHIC SCALE

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MARK

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DATE

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DESCRIPTION

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FLOOR NO.

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CONSTR. CON.

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FACILITY CODE

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PROJECT

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A/E TASK NO.

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CONS. WORK

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GENERAL SERVICES ADMINISTRATION

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PBS-GREATER SOUTHWEST REGION

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819 TAYLOR STREET

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FORT WORTH, TEXAS 76102-6114

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MECHANICAL DRAWINGS

AutoCAD SHX Text M001 LEGEND AND GENERAL NOTES LEGEND AND GENERAL NOTES M102 BUILDING 14 HVAC FLOOR PLAN BUILDING 14 HVAC FLOOR PLAN M111 BUILDING 24 HVAC DEMOLITION PLAN BUILDING 24 HVAC DEMOLITION PLAN M112 BUILDING 24 HVAC FLOOR PLAN BUILDING 24 HVAC FLOOR PLAN M113 BUILDING 24 HVAC PIPING PLAN BUILDING 24 HVAC PIPING PLAN M501 HVAC DETAILS HVAC DETAILS M502 HVAC DETAILS HVAC DETAILS M503 HVAC DETAILS HVAC DETAILS M504 HVAC DIAGRAMS HVAC DIAGRAMS M505 HVAC DETAILS HVAC DETAILS M601 HVAC SCHEDULES HVAC SCHEDULES M602 HVAC SCHEDULES HVAC SCHEDULES M603 HVAC SCHEDULES HVAC SCHEDULES M604 HVAC SCHEDULES HVAC SCHEDULES M701 HVAC CONTROL DIAGRAMS HVAC CONTROL DIAGRAMS M702 HVAC CONTROL DIAGRAMS HVAC CONTROL DIAGRAMS M703 HVAC CONTROL DIAGRAMS HVAC CONTROL DIAGRAMS M704 HVAC CONTROL DIAGRAMSHVAC CONTROL DIAGRAMS

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GENERAL DRAWINGS

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PLUMBING DRAWINGS

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ELECTRICAL DRAWINGS

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FIRE PROTECTION DRAWINGS

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CIVIL DRAWINGS

AutoCAD SHX Text G001 COVER SHEET COVER SHEET G020 ACCESSIBILITY STANDARDS ACCESSIBILITY STANDARDS G021 ACCESSIBILITY STANDARDS ACCESSIBILITY STANDARDS G022 ACCESSIBILITY STANDARDSACCESSIBILITY STANDARDS

AutoCAD SHX Text A001 NOTES, SYMBOLS AND ABBREVIATIONS NOTES, SYMBOLS AND ABBREVIATIONS A101 BUILDING 14 DEMOLITION PLAN BUILDING 14 DEMOLITION PLAN A102 BUILDING 14 FLOOR PLAN BUILDING 14 FLOOR PLAN A103 BUILDING 14 REFLECTED CEILING PLANS BUILDING 14 REFLECTED CEILING PLANS A111 BUILDING 24 DEMOLITION PLAN BUILDING 24 DEMOLITION PLAN A112 BUILDING 24 FLOOR PLAN BUILDING 24 FLOOR PLAN A113 BUILDING 24 REFLECTED CEILING PLAN BUILDING 24 REFLECTED CEILING PLAN A201 BUILDING 14 EXTERIOR ELEVATIONS BUILDING 14 EXTERIOR ELEVATIONS A211 BUILDING 24 EXTERIOR ELEVATIONS BUILDING 24 EXTERIOR ELEVATIONS A401 BUILDING 24 ENLARGED PLANS BUILDING 24 ENLARGED PLANS A402 BUILDING 14 INTERIOR ELEVATIONS BUILDING 14 INTERIOR ELEVATIONS A403 BUILDING 24 INTERIOR ELEVATIONS BUILDING 24 INTERIOR ELEVATIONS A404 BUILDING 24 INTERIOR ELEVATIONS BUILDING 24 INTERIOR ELEVATIONS A405 MILLWORK SECTIONS MILLWORK SECTIONS A501 PARTITION TYPES AND DETAILS PARTITION TYPES AND DETAILS A502 PARTITION TYPES AND DETAILS PARTITION TYPES AND DETAILS A503 DOOR DETAILS DOOR DETAILS A504 STOREFRONT DETAILS STOREFRONT DETAILS A505 MISCELLANEOUS DETAILS MISCELLANEOUS DETAILS A506 MISCELLANEOUS DETAILS MISCELLANEOUS DETAILS A601 ROOM FINISH SCHEDULES ROOM FINISH SCHEDULES A602 DOOR AND FRAME SCHEDULES DOOR AND FRAME SCHEDULES A611 SIGNAGE PLAN SIGNAGE PLAN A612 SIGNAGE DETAILSSIGNAGE DETAILS

AutoCAD SHX Text C001 GENERAL NOTES GENERAL NOTES C101 DEMOLITION PLAN DEMOLITION PLAN C201 DIMENSIONAL CONTROL & GRADING PLAN DIMENSIONAL CONTROL & GRADING PLAN C301 UTILITY PLAN UTILITY PLAN C401 CONSTRUCTION DETAILS CONSTRUCTION DETAILS C402 CONSTRUCTION DETAILSCONSTRUCTION DETAILS

AutoCAD SHX Text P001 PLUMBING SYMBOLS AND LEGENDS PLUMBING SYMBOLS AND LEGENDS P101 BUILDING 14 PLUMBING DEMOLITION PLAN BUILDING 14 PLUMBING DEMOLITION PLAN P102 BUILDING 14 PLUMBING FLOOR PLAN BUILDING 14 PLUMBING FLOOR PLAN P111 BUILDING 24 PLUMBING DEMOLITION PLAN BUILDING 24 PLUMBING DEMOLITION PLAN P112 BUILDING 24 PLUMBING FLOOR PLAN BUILDING 24 PLUMBING FLOOR PLAN P401 BUILDING 24 PLUMBING ENLARGED PLANS BUILDING 24 PLUMBING ENLARGED PLANS P501 PLUMBING DETAILS PLUMBING DETAILS P601 BUILDING 14 PLUMBING RISERS BUILDING 14 PLUMBING RISERS P602 BUILDING 24 PLUMBING RISERS BUILDING 24 PLUMBING RISERS P603 BUILDING 24 PLUMBING RISERSBUILDING 24 PLUMBING RISERS

AutoCAD SHX Text E001 ABBREVIATIONS, NOTES & SYMBOLS ABBREVIATIONS, NOTES & SYMBOLS E002 SITE PLAN SITE PLAN E101 BUILDING 14 LIGHTING PLAN BUILDING 14 LIGHTING PLAN E102 BUILDING 14 POWER PLAN BUILDING 14 POWER PLAN E103 BUILDING 14 COMM PLAN BUILDING 14 COMM PLAN E111 BUILDING 24 LIGHTING PLAN BUILDING 24 LIGHTING PLAN E112 BUILDING 24 POWER PLAN BUILDING 24 POWER PLAN E113 BUILDING 24 COMM PLAN BUILDING 24 COMM PLAN E501 PANEL SCHEDULES PANEL SCHEDULES E601 LIGHTING FIXTURE SCHEDULE LIGHTING FIXTURE SCHEDULE E701 ONE-LINE RISER DIAGRAMONE-LINE RISER DIAGRAM

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ARCHITECTURAL DRAWINGS

AutoCAD SHX Text FP102 BUILDING 14 FIRE PROTECTION PLAN BUILDING 14 FIRE PROTECTION PLAN FP112 BUILDING 24 FIRE PROTECTION PLAN BUILDING 24 FIRE PROTECTION PLAN FA102 BUILDING 14 FIRE ALARM PLAN BUILDING 14 FIRE ALARM PLAN FA112 BUILDING 24 FIRE ALARM PLANBUILDING 24 FIRE ALARM PLAN

FIG. 304.3.2 T-SHAPED TURNING SPACE

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60" MIN.

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36" MIN.

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24" MIN.

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36" MIN.

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12" MIN.

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36" MIN.

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24" MIN.

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12" MIN.

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FIG. 305.3 CLEAR FLOOR OR GROUND SPACE

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FIG. 305.5 POSITION OF CLEAR FLOOR OR GROUND SPACE

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(a) FORWARD

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(b) PARALLEL

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FIG. 305.7.1 MANEUVERING CLEARANCE IN AN ALCOVE, FORWARD APPROACH

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FIG. 305.7.2 MANEUVERING CLEARANCE IN AN ALCOVE, PARALLEL APPROACH

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48" MIN.

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30" MIN.

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30" MIN.

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48" MIN.

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48" MIN.

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30" MIN.

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36" MIN.

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60" MIN.

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FIG. 307.4 VERITCAL CLEARANCE

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FIG. 307.2 LIMITS OF PROTRUDING OBJECTS

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FIG. 307.3 POST-MOUNTED PROTRUDING OBJECTS

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27" MAX

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4" MAX.

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AutoCAD SHX Text X 80"80"

AutoCAD SHX Text 27" - 80"

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12" MAX.

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12" MAX.

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27" MAX.

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80" MIN.

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(c) FOLDING DOOR

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(b) SLIDING DOOR

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(a) HINGED DOOR

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FIG. 404.2.3 CLEAR WIDTH OF DOORWAYS

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(a) FRONT APPROACH, PULL SIDE

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(b) FRONT APPROACH, PUSH SIDE

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(c) FRONT APPROACH, PUSH SIDE, DOOR PROVIDED WITH BOTH CLOSER AND LATCH

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(d) HINGE APPROACH, PULL SIDE

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(e) HINGE APPROACH, PULL SIDE

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(f) HINGE APPROACH, PUSH SIDE

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FIG. 404.2.4.1 MANEUVERING CLEARANCES AT MANUAL SWINGING DOORS AND GATES

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(g) HINGE APPROACH, PUSH SIDE, DOOR PROVIDED WITH BOTH CLOSER AND LATCH

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(h) LATCH APPROACH, PULL SIDE

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(i) LATCH APPROACH, PULL SIDE, DOOR PROVIDED WITH CLOSER

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(j) LATCH APPROACH, PUSH SIDE, AutoCAD SHX Text

(k) LATCH APPROACH, PUSH SIDE, DOOR PROVIDED WITH CLOSER

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(a) FRONT APPROACH

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(b) SIDE APPROACH

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(c) PCKET OR HINGE APPROACH

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(e) STOP OR LATCH APPROACH

AutoCAD SHX Text FIG. 404.2.4.2 MANEUVERING CLEARANCES AT DOORWAYS WITHOUT DOORS, SLIDING DORS, GATES, AND FOLDING DOORS

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(a) PULL SIDE

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(b) PUSH SIDE

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(c) PUSH SIDE, DOOR PROVIDED WITH BOTH CLOSER AND LATCH

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FIG. 404.2.4.3 MANEUVERING CLEARANCES AT RECESSED DOORS AND GATES

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FIG. 404.2.6 DOORS IN SERIES AND GATES IN SERIES

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32" MIN.

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32" MIN.

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32" MIN.

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60" MIN.

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18" MIN.

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60" MIN.

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36" MIN.

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48" MIN.

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42" MIN.

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48" MIN.

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12" MIN.

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54" MIN.

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42" MIN.

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22" MIN.

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48" MIN.

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22" MIN.

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48" MIN.

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24" MIN.

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54" MIN.

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24" MIN.

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24" MIN.

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42" MIN.

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24" MIN.

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48" MIN.

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48" MIN.

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22" MIN.

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42" MIN.

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24" MIN.

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42" MIN.

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18" MIN.

AutoCAD SHX Text X > 8"

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60" MIN.

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48" MIN.

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48" MIN.

AutoCAD SHX Text X > 8"

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12" MIN.

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48" MIN.

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48" MIN.

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48" MIN.

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FIGURE 308.2.1 UNOBSTRUCTED FORWARD REACH

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FORWARD OR SIDE REACH

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AGES 3 AND 4

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AGES 5 THROUGH 8

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AGES 9 THROUGH 12

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HIGH ( MAXIMUM)

AutoCAD SHX Text 36 in. (915 mm)

AutoCAD SHX Text 40 in. (1015 mm)

AutoCAD SHX Text 44 in. (1120 mm)

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LOW (MINIMUM)

AutoCAD SHX Text 20 in. (510 mm)

AutoCAD SHX Text 18 in. (455 mm)

AutoCAD SHX Text 16 in. (405 mm)

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CHILDREN'S REACH RANGES

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FIGURE 308.2.2 OBSTRUCTED HIGH FORWARD REACH

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FIGURE 308.3.1 UNOBSTRUCTED SIDE REACH

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FIGURE 308.3.2 UNOBSTRUCTED HIGH SIDE REACH

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48" MAX.

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20" MAX.

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44" MAX.

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>20" - 25" MAX.

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15" MIN.

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48" MAX.

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10" MAX.

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15" MIN.

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48" MAX.

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10" MAX.

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34" MAX.

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48" MAX.

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>10" - 24" MAX.

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34" MAX.

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46" MAX.

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FIG. 602.5 DRINKING FOUNTAIN SPOUT LOCATION

AutoCAD SHX Text NOTE: 602.4 SPOUT HEIGHT SPOUT OUTLETS SHALL BE 36" INCES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND

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5" MAX.

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15" MIN.

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100%%% SUBMITTAL

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CERTIFICATIONS

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KEY PLAN

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REVISION NOTES

AutoCAD SHX Text PROPERTY OF THE UNITED STATES GOVERNMENT - FOR OFFICIAL USE ONLY. Do not remove this notice. Properly destroy documents when no longer needed.

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SHEET SIZE:

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SHEET

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OF

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DISCIPLINE

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SHEET TYPE

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SEQUENCE

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DRAWING NO.

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DRAWING TITLE

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FILE NAME

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CHECKED BY

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DRAWN BY

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PROJECT NO.

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GSA PM

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SUB. DATE

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SUBMISSION

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DESCRIPTION

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PROJECT

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TITLE

AutoCAD SHX Text BUILDING NOs.

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OTHER

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BUILDING NO.

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CITY/ST./ZIP

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STREET

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NAME

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DRAWING

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PROJECT

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BUILDING

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SUB A/E

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PRIME A/E

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CONS. CONTR.

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A/E CON. NO.

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CONTRACTORS

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GRAPHIC SCALE

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MARK

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DATE

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DESCRIPTION

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FLOOR NO.

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CONSTR. CON.

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FACILITY CODE

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PROJECT

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A/E TASK NO.

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CONS. WORK

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GENERAL SERVICES ADMINISTRATION

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PBS-GREATER SOUTHWEST REGION

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819 TAYLOR STREET

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FORT WORTH, TEXAS 76102-6114

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G020.DWG

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ACCESSIBILITY STANDARDS

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

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AutoCAD SHX Text 4'

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REACH RANGES

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

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PROTRUDING OBJECTS

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

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REACH RANGES

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

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DOORS, DORRWAYS AND GATES

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

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TURNING SPACE

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SCALE 1/4" = 1'0"

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DRINKING FOUNTAIN

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SCALE 1/4" = 1'0"

FIG. 604.5.1 SIDE WALL GRAB BAR AT WATER CLOSETS

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(a) WHEELCHAIR ACCESSIBLE WATER CLOSETS

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(b) AMBULATORY ACCESSIBLE WATER CLOSETS

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FIG. 604.2 WATER CLOSET LOCATION

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FIG. 604.3.1 SIZE OF CLEARANCE AT WATER CLOSET

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FIG. 604.5.2 REAR WALL GRAB BAR AT WATER CLOSETS

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TRANSFER SIDE

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FIG. 604.7 DISPENSER OUTLET LOCATION

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(a) ADULT WALL HUNG WATER CLOSET

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FIG. 604.8.1.1 SIZE OF WHEELCHAIR ACCESSIBLE TOILET COMPARTMENT

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ALTERNATE DOOR LOCATION

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FIG. 604.8.1.2 WHEELCHAIR ACCESSIBLE TOILET COMPARTMENT DOORS

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(a) ELEVATION ADULT

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(b) ELEVATION CHILDREN

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(c) PLAN

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FIG. 604.8.1.4 WHEELCHAIR ACCESSIBLE TOILET COMPARTMENT TOE CLEARANCE

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FIG. 604.8.2 AMBULATORY ACCESSIBLE TOILET COMPARTMENT

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11 TO 12 IN. (280 TO 305 MM)

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12 TO 15 IN. (305 TO 380 MM.)

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15 TO 17 IN. (380 TO 430 MM.)

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18 TO 20 IN. (280 TO 305 MM.)

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20 TO 25 IN. (510 TO 635 MM.)

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25 TO 27 IN. (635 TO 685 MM.)

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14 IN. (355 MM.)

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14 TO 17 IN. (355 TO 430 MM.)

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17 TO 19 IN. (430 TO 485 MM.)

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WATER CLOSET CENTERLINE

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TOILET SEAT HEIGHT

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GRAB BAR HEIGHT

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DISPENSER HEIGHT

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AGES 3 & 4

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AGES 5 THROUGH 8

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AGES 9 THROUGH 12

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12 IN. (305 MM.)

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12 TO 15 IN. (305 TO 380 MM.)

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15 TO 18 IN. (380 TO 455 MM.)

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ADVISORY SPECIFICATIONS FOR WATER CLOSETS SERVING CHILDREN AGES 3 THROUGH 12

AutoCAD SHX Text FIG. 604.3.2 (EXCEPTION) OVERLAP OF WATER CLOSET CLEARANCE IN RESIDENTIAL DWELLING

AutoCAD SHX Text NOTE: 604.4 SEATS THE SEAT HEIGHT OF A WATER CLOSET ABOVE THE FINISH FLOOR SHALL BE 17 INCES MINIMUM AND 19 INCHES MAXIMUM MEASURED TO THE TOP OF THE SEAT. SEATS SHALL NOT BE SPRUNG TO RETURN TO A LIFTED POSITION.

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PARTITION

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PARTITION

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12" MAX.

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42" MIN.

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54" MIN.

AutoCAD SHX Text 16" - 18"

AutoCAD SHX Text 17" - 19"

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56" MIN.

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60" MIN.

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12" MIN.

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24" MIN.

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36" MIN.

AutoCAD SHX Text 7" - 9"

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15" MIN.

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48" MAX.

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59" MIN.

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60" MIN.

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56" MIN.

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60" MIN.

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4" MAX.

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4" MAX.

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42" MIN.

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6" MIN.

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9" MIN.

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6" MIN.

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12" MIN.

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6" MIN.

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6" MIN.

AutoCAD SHX Text 35" - 37"

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66" MIN.

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60" MIN.

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18" MIN.

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42" MIN.

AutoCAD SHX Text NOTE: INSIDE FINISHED DIMENSIONS ME ASURED AT THE CENTER POINTS OF OPPOSING SIDES

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SEAT WALL

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BACK WALL

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CONTROL WALL

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FIG. 608.2.1 TRANSFER TYPE SHOWER COMPARTMENT SIZE AND CLEARANCE

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BACK WALL

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SIDE WALL

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SIDE WALL

AutoCAD SHX Text NOTE: INSIDE FINISHED DIMENSIONS ME ASURED AT THE CENTER POINTS OF OPPOSING SIDES

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FIG. 608.2.2 STANDARD ROLL-IN TYPE SHOWER COMPARTMENT SIZE AND CLEARANCE

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BACK WALL

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SIDE WALL

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SIDE WALL

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FRONT WALL

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NOTE: INSIDE FINISHED DIMENSIONS MEASURED AT THE CENTER POINTS OF OPPOSING SIDES

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FIG. 608.2.3 ALTERNATE ROLL-IN TYPE SHOWER COMPARTMENT SIZE AND CLEARANCE

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BACK WALL

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SEAT WALL

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CONTROL WALL

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FIG. 608.3.1 GRAB BARS FOR TRANSFER TYPE SHOWERS

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SIDE WALL

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SIDE WALL

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BACK WALL

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(a) WITHOUT SEAT

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BACK WALL

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SIDE WALL

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SIDE WALL

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(b) WITH SEAT

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BACK WALL

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FRONT WALL

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SIDE WALL

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FIG. 608.3.2 GRAB BARS FOR STANDARD ROLL-IN TYPE SHOWERS

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FIG. 608.3.3 GRAB BARS FOR ALTERNATE ROLL-IN TYPE SHOWERS

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FIG. 608.5.1 TRANSFER TYPE SHOWER COMPARTMENT CONTROL LOCATION

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CAN BE LOCATED ON ANY WALL OF SHOWER

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(a) WITHOUT SEAT

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BACK WALL

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(b) WITH SEAT

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FIG. 608.5.2 STANDARD ROLL-IN TYPE SHOWER COMPARTMENT CONTROL LOCATION

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(b) WITH SEAT (ELEVATION)

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(a) WITH SEAT (ELEVATION)

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FRONT WALL

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SIDE WALL

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BACK WALL

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SIDE WALL

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SIDE WALL

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SIDE WALL

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BACK WALL

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(c) WITHOUT SEAT (PLAN)

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(d) WITH SEAT (PLAN)

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FIG. 608.5.3 ALTERNATE ROLL-IN TYPE SHOWER COMPARTMENT CONTROL LOCATION

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36" MIN.

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48" MIN.

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60" MIN.

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30" MIN.

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30" MIN.

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36" MIN.

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60" MIN.

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6" MAX.

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6" MAX.

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6" MAX.

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6" MAX.

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6" MAX.

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6" MAX.

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6" MAX.

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6" MAX.

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6" MAX.

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15" MAX.

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38" MIN.

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48" MAX.

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48" MAX.

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27" MAX.

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48" MAX.

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27" MAX.

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48" MAX.

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15" MAX.

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48" MAX.

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104.1 Dimensions. Dimensions that are not stated as "maximum" or "minimum" are absolute. 104.1.1 Construction and Manufacturing Tolerances. All dimensions are subject to conventional industry tolerances except where the requirement is stated as a range with specific minimum and maximum end points. 104.2 Calculation of Percentages. Where the required number of elements or facilities to be provided is determined by calculations of ratios or percentages and remainders or fractions result, the next greater whole number of such elements or facilities shall be provided. Where the determination of the required size or dimension of an element or facility involves ratios or percentages, rounding down for values less than one half shall be permitted. 104.3 Figures. Unless specifically stated otherwise, figures are provided for informational purposes only.

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FIG. 605.2 HEIGHT AND DEPTH OF URINALS

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(a) WALL HUNG TYPE

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(b) STALL TYPE

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13 1/2" MIN.

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17" MAX.

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13 1/2" MIN.

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FIG. 609.2.2 GRAB BAR NON-CIRCULAR CROSS SECTION

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4" - 4.8" PERIMETER

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(a) PROJECTING OBJECTS

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(b) RECESSED OBJECTS

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FIG. 609.3 SPACING OF GRAB BARS

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2" MAX.

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2" MAX.

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1 1/2" MIN.

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12" MIN.

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(b) L-SHAPED

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(a) RECTANGLE

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FIG. 610.3 EXTENT OF SEAT

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FIG. 610.3.1 RECTANGULAR SHOWER SEAT

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SEAT WALL

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(a) SIZE

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SEAT WALL

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(b) DISTANCE FROM WALL

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SEAT WALL

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FIG. 610.3.2 L-SHAPED SHOWER SEAT

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3" MAX.

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3" MAX.

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2 1/2" MAX.

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1 1/2" MAX.

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AutoCAD SHX Text 22" - 23"

AutoCAD SHX Text 14" - 15"

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1 1/2" MAX.

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2 1/2" MAX.

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100%%% SUBMITTAL

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CERTIFICATIONS

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KEY PLAN

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REVISION NOTES

AutoCAD SHX Text PROPERTY OF THE UNITED STATES GOVERNMENT - FOR OFFICIAL USE ONLY. Do not remove this notice. Properly destroy documents when no longer needed.

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SHEET SIZE:

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SHEET

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OF

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DISCIPLINE

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SHEET TYPE

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SEQUENCE

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DRAWING NO.

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DRAWING TITLE

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FILE NAME

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CHECKED BY

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DRAWN BY

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PROJECT NO.

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GSA PM

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SUB. DATE

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SUBMISSION

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DESCRIPTION

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PROJECT

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TITLE

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OTHER

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BUILDING NO.

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CITY/ST./ZIP

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STREET

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NAME

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DRAWING

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PROJECT

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BUILDING

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SUB A/E

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PRIME A/E

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CONS. CONTR.

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A/E CON. NO.

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CONTRACTORS

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GRAPHIC SCALE

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MARK

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DATE

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DESCRIPTION

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FLOOR NO.

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CONSTR. CON.

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FACILITY CODE

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PROJECT

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A/E TASK NO.

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CONS. WORK

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GENERAL SERVICES ADMINISTRATION

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PBS-GREATER SOUTHWEST REGION

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819 TAYLOR STREET

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FORT WORTH, TEXAS 76102-6114

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G021.DWG

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ACCESSIBILITY STANDARDS

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

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CONVENTIONS

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

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SEATS

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

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URINALS

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

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TOILET AND BATHING ROOMS

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

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SHOWER COMPARTMENTS

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

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GRAB BARS

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

FIG. 703.4.1 HEIGHT OF TECTILE CHARACTERS ABOVE FINISH FLOOR OR GROUND

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FIG. 703.7.2 INTERNATIONAL SYMBOLS

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FIG. 703.7.2.2 INT. SYMBOL OF TTY

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FIG. 703.7.2.4 INT. SYMBOL OF ACCESS FOR HEARING LOSS

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FIG. 703.7.2.1 PROPORTIONS INT. SYMBOL OF ACCESSIBILITY

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FIG. 703.7.2.3 VOLUME CONTROL TELEPHONE

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AREA OF REFUGE

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AREA OF REFUGE

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MEN

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FIG. 703.6.1 PICTOGRAM FIELD

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HEIGHT TO FINISH FLOOR OR GROUND FROM BASELINE OF CHARACTER

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HORIZONTAL VIEWING DISTANCE

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MINIMUM CHARACTER HEIGHT

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40 IN. (1015MM) TO LESS THAN OR EQUAL TO 70 IN.(1780 MM)

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LESS THAN 72 IN. (1830 MM)

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5/8 IN. (16 MM)

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40 IN. (1015 MM) TO LESS THAN OR EQUAL TO 70 IN. (1780 MM)

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72 IN. (1830 MM) AND GREATER

AutoCAD SHX Text 5/8 IN (16 MM), PLUS 1/8 IN. (3.2 MM) PER FOOT (305 MM) OF VIEWING DISTANCE ABOVE 72 IN. (1830 MM)

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GREATER THAN 70 IN (1780 MM) TO LESS THAN OR EQUAL TO 120 IN (3050 MM)

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LESS THAN 180 IN (5470 MM)

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2 IN (51 MM)

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GREATER THAN 70 IN. (1780 MM) TO LESS THAN OR EQUAL TO 120 IN (3050 MM)

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180 IN. (4560 MM) AND GREATER

AutoCAD SHX Text 2 IN. (51 MM), PLUS 1/8 IN. (3.2 MM) PER FOOT (3-5 MM) OF VIEWING DISTANCE ABOVE 180 IN. (4570 MM)

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GREATER THAN 120 IN. (3050 MM)

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LESS THAN 21 FEET (6400 MM)

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3 IN. (75 MM)

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HORIZONTAL VIEWING DISTANCE

AutoCAD SHX Text 3 IN. (75 MM), PLUS 1/8 IN. (3.2 MM) PER FOOT 305 MM) OF VIEWING DISTANCE ABOVE 21 FEET (6400 MM)

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GREATER THAN 120 IN. (3050 MM)

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TABLE 703.5.5 VISUAL CHARACTER HEIGHT

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FIG. 703.4.2 LOCATION OF TACTILE SIGNS AT DOORS

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CENTERED ON TACTILE CHARACTERS

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48" MIN.

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60" MAX.

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6" MIN.

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18" MIN.

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18" MIN.

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FIG. 306.2 TOE CLEARANCE

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(a) ELEVATION

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(b) PLAN

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FIG. 306.3 KNEE CLEARANCE

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(a) ELEVATION

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(b) PLAN

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30" MIN.

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30" MIN.

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8" MIN.

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27" MIN.

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11" MIN.

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9" MIN.

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6" MAX.

AutoCAD SHX Text 17" - 25"

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25" MAX.

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DOMINANT DIRECTION OF TRAVEL

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FIG. 302.2 CARPET PILE HEIGHT

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FIG. 302.3 ELONGATED OPENINGS IN FLOOR OR GROUND SURFACES

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1/2" MAX.

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1/2" MAX.

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LONG DIMENSION PERPENDICULAR TO DOMINANT DIRECTION OF TRAVEL

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FIG. 303.3 BEVELED CHANGE IN LEVEL

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FIG. 303.2 VERTICAL CHANGE IN LEVEL

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1/4" MAX.

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AutoCAD SHX Text 1/2".

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FIG. 403.5.2 CLEAR WIDTH AT TURN

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(a) 180 DEGREE TURN

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(b) 180 DEGREE TURN (EXCEPTION)

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FIG. 403.5.1 CLEAR WIDTH OF AN ACCESSIBLE ROUTE

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60" MIN.

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36" MIN.

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36" MIN.

AutoCAD SHX Text X < 48"

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48" MIN.

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42" MIN.

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42" MIN.

AutoCAD SHX Text X < 48"

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48" MIN.

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24" MAX.

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24" MAX.

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32" MIN.

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36" MIN.

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32" MIN.

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36" MIN.

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100%%% SUBMITTAL

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CERTIFICATIONS

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KEY PLAN

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REVISION NOTES

AutoCAD SHX Text PROPERTY OF THE UNITED STATES GOVERNMENT - FOR OFFICIAL USE ONLY. Do not remove this notice. Properly destroy documents when no longer needed.

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SHEET SIZE:

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SHEET

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OF

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DISCIPLINE

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SHEET TYPE

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SEQUENCE

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DRAWING NO.

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DRAWING TITLE

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FILE NAME

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CHECKED BY

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DRAWN BY

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PROJECT NO.

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GSA PM

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SUB. DATE

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SUBMISSION

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DESCRIPTION

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PROJECT

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TITLE

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OTHER

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BUILDING NO.

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CITY/ST./ZIP

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STREET

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NAME

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DRAWING

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PROJECT

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BUILDING

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SUB A/E

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PRIME A/E

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CONS. CONTR.

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A/E CON. NO.

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CONTRACTORS

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GRAPHIC SCALE

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MARK

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DATE

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DESCRIPTION

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FLOOR NO.

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CONSTR. CON.

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FACILITY CODE

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PROJECT

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A/E TASK NO.

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CONS. WORK

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GENERAL SERVICES ADMINISTRATION

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PBS-GREATER SOUTHWEST REGION

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819 TAYLOR STREET

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FORT WORTH, TEXAS 76102-6114

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G022.DWG

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ACCESSIBILITY STANDARDS

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

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KNEE AND TOE CLEARANCE

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

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FLOOR AND GROUND SURFACES

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

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CHANGES IN LEVELS

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

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WALKING SURFACES

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

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SIGNS

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

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100%%% SUBMITTAL

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CERTIFICATIONS

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KEY PLAN

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REVISION NOTES

AutoCAD SHX Text PROPERTY OF THE UNITED STATES GOVERNMENT - FOR OFFICIAL USE ONLY. Do not remove this notice. Properly destroy documents when no longer needed.

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SHEET SIZE:

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SHEET

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OF

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DISCIPLINE

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SHEET TYPE

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SEQUENCE

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DRAWING NO.

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DRAWING TITLE

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FILE NAME

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CHECKED BY

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DRAWN BY

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PROJECT NO.

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GSA PM

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SUB. DATE

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SUBMISSION

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DESCRIPTION

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PROJECT

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TITLE

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OTHER

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BUILDING NO.

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CITY/ST./ZIP

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STREET

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NAME

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DRAWING

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PROJECT

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BUILDING

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SUB A/E

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PRIME A/E

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CONS. CONTR.

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A/E CON. NO.

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CONTRACTORS

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GRAPHIC SCALE

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MARK

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DATE

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DESCRIPTION

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FLOOR NO.

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CONSTR. CON.

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FACILITY CODE

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PROJECT

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A/E TASK NO.

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CONS. WORK

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GENERAL SERVICES ADMINISTRATION

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PBS-GREATER SOUTHWEST REGION

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819 TAYLOR STREET

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FORT WORTH, TEXAS 76102-6114

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AMT

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WBH

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INDUSTRY/TRADE STANDARDS FOR GOOD DESIGN AND CONSTRUCTION.

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19. ALL CONSTRUCTION AND MATERIALS SHALL BE OF THE HIGHEST QUALITY AND CONFORM TO ACCEPTED

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PERFORMED BY OTHERS AND THE GOVERNMENT.

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23. THE CONTRACTOR SHALL COORDINATE HIS WORK AND SCHEDULE WITH THE GOVERNMENT FOR ALL BUILDING AND

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20. LOCATE ALL CONVENIENCE OUTLETS A MINIMUM OF 18" FROM THE FINISHED FLOOR, UNLESS NOTED OTHERWISE.

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22. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF HIS WORK AND SCHEDULE WITH WORK BEING

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24. THE GENERAL CONTRACTOR SHALL PROVIDE ALL ELECTRICAL AND PLUMBING HOOK-UPS AND/OR CONNECTIONS

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25. ALL LOCKS, LATCHES, PANIC BARS, PUSH-PULL ACTIVATING BARS, OR OTHER HARDWARE SHALL BE ADA/ABA COMPLIANT

AutoCAD SHX Text HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE.

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26. ALL MANUALLY OPERATED SWITCHES AND CONTROLS ARE TO BE MOUNTED BETWEEN 36" AND 48" A.F.F., UNLESS NOTED

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FOR ALL GOVERNMENT FURNISHED EQUIPMENT.

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21. NEITHER THE GOVERNMENT NOR THE ARCHITECT/ENGINEER ASSUMES RESPONSIBILITY FOR THE POSSIBILITY THAT

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UTILITIES OTHER THAN THOSE SHOWN EXIST.

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ABBREVIATIONS LISTED ALPHABETICALLY

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ANCHOR BOLT

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ABOVE

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ACOUSTICAL

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ADDITIONAL

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ADJUSTABLE

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ABOVE FINISHED FLOOR

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AIR HANDLING UNIT

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ALUMINUM

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ALTERNATE

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AMOUNT

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ANODIZED

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ARCHITECT (URAL)

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ASPHALT

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ASSEMBLY

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ATTACHMENT

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BULLETIN BOARD

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BOARD

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BETWEEN

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BUILDING

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BLOCK(ING)

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BELOW

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BEAM

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BOTTOM

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BRACKET

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BRONZE

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BOTH SIDES

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BUILT-UP ROOF

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BOTH WAYS

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CENTER TO CENTER

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CABINET

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CERAMIC

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COUNTER FLASHING

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CAST IRON

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CIRCLE

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CONTROL/CONSTRUCTION JOINT

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CENTER LINE

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CEILING

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CONTROL JOINT

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CLOSET

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CLEAR

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CONC MASONRY UNIT

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COUNTER

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COLUMN

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COMBINATION

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CONCRETE

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CONNECTION

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CONSTRUCTION

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CONTINUOUS (ATION)

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COORDINATE

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CORRIDOR

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COUNTERSUNK

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CASEMENT

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CASEWORK

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CUBICLE

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AB

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ABV

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ACOUS

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ADDL

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ADJ

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AFF

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AHU

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AL

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ALT

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AMT

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ANOD

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ARCH

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ASPH

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ASSY

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ATCH

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BB

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BD

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BET

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BLDG

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BLK(G)

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BLW

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BM

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BOTT

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BRKT

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BRZ

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BS

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BUR

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BW

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CAB

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CER

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CFLG

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CI

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CIR

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CJ

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CL

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CLG

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CLJ

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CLO

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CLR

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CMU

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CNTR

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COL

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COMB

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CONC

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CONX

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CONSTR

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CONT

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COORD

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CORR

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CSK

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CSMT

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CSWK

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CUB

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ELECTRICAL

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EMERGENCY

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ENCLOSURE

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ENGINEER

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EQUIPMENT

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ESTIMATE

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EACH WAY

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ELECT WATER COOLER

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EYE WASH

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EXPANSION

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EXPANSION JOINT

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EXISTING

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EXTERIOR

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FACE TO FACE

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FLOOR DRAIN

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FIRE EXTINGUISHER

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FIRE EXTINGUISHER CABINET

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FINISH FLOOR

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FLASHING

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FLOOR (ING)

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FLUORESCENT

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FACE OF STUD

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FIRE RATING

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FURRING

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GALVANIZED

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GYPSUM BOARD

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HIGH

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HEIGHT

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HORIZONTAL

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HOUR

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HEATING, VENTILATION,

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AIR CONDITIONING

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INSIDE DIAMETER

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INSULATION

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JOIST

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JOINT

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LAMINATE(ION)

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LONG LEG HORIZONTAL

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LONG LEG VERTICAL

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ELEC

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EMER

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ENCL

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ENGR

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EQUIP

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EST

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EW

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EWC

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EW

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EXP

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EXP JT

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EXIST

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EXT

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FD

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FE

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FIN FLR

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FL

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FLR

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FLUOR

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FOS

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FR

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FURR

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GALV

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GYP BD

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HGT

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HORIZ

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HR

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HVAC

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ID

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INSUL

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JST

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JT

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LAM

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LLH

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LLV

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OF

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OFCI

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OFOI

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OPNG

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OPP

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OPP HD

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OPT

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OVHD

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PL

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PLAM

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PLYWD

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PR

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PREFAB

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PREFIN

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RAD

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REF.

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REINF

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REQD

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RM

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RO

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RD

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SC

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SCHED

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SECT

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SGL

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SHT

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SHTHG

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SIM

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SL

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MAINT

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MAX

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MECH

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MED

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MEMB

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MET

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MFG

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MISC

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MLWK

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MO

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MTD

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MULL

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NA

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NIC

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NO

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NOM

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NTS

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OA

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OA

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OC

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OD

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OD

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DAT DIM DISP DIST DISTR DN DO DS DTL DWG DWR EF EL

AutoCAD SHX Text DATUM DIMENSION DISPENSER DISTANCE DISTRIBUTE (ION) DOWN DITTO DOWNSPOUT DETAIL DRAWING DRAWER EACH FACE ELEVATION

AutoCAD SHX Text MAINTENANCE MAXIMUM MECHANICAL MEDIUM MEMBRANE METAL MANUFACTURING MISCELLANEOUS MILLWORK MASONRY OPENING MOUNTED MULLION NOT APPLICABLE NOT IN CONTRACT NUMBER NOMINAL NOT TO SCALE OUT TO OUT OUTSIDE AIR OVERALL

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OUTSIDE FACE

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OWNER FURNISHED

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CONTRACTOR INSTALLED

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OWNER FURNISHED

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OWNER INSTALLED

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OPENING

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OPPOSITE

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OPPOSITE HAND

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OPTIONAL

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OVERHEAD

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PLATE

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PLASTIC LAMINATE

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PLYWOOD

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PAIR

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PREFABRICATED

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PREFINISHED

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RADIUS

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REFERENCE

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REINFORCE(D)(ING)(MENT)

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REQUIRED

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ROOM

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ROUGH OPENING

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ROOF DRAIN

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SOLID CORE

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SCHEDULE

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SECTION

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SINGLE

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SHEET(ING)

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SHEATHING

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SIMILAR

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SLOPE

AutoCAD SHX Text AND/OR SPECIFICATIONS ARE MORE STRINGENT THEY SHALL GOVERN. THE CONTRACTOR SHALL INFORM THE

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PERSONNEL AND ADJACENT PROPERTY AND TO INSURE SAFETY OF THE STRUCTURE THROUGHOUT

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8. THE CONTRACTOR SHALL PROVIDE ALL SHORING AND BRACING REQUIRED TO ADEQUATELY PROTECT

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9. ALL CEILING HEIGHTS AS SHOWN ON DETAILS OR PLANS OR NOTES ARE FROM TOP OF CONCRETE DECK

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16. PROVIDE APPROVED SEPARATION BY MEANS OF COATINGS, GASKETS, OR OTHER EFFECTIVE MEANS TO

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THE TOP OF CONCRETE DECK. CONTRACTOR SHALL ALLOW FOR AND COORDINATE WORK WITH

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FIXTURES SHALL BE INDEPENDENT OF SUSPENSION FOR DUCT WORK.

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13. THE CONTRACTOR SHALL RECORD ALL WORK THAT DEVIATES FROM THE DRAWINGS.

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14. GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF THE WORK WITH EQUIPMENT

AutoCAD SHX Text TO FINISH CEILING. USE OF THE TERM ABOVE FINISH FLOOR (A.F.F.) MEANS MEASURED FROM

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10. PROVIDE INDEPENDENT SUSPENSION FOR ALL LIGHT FIXTURES. SUSPENSION FOR CEILING AND LIGHT

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11. ALL EQUIPMENT AND MATERIALS INSTALLED IN THIS JOB SHALL BE NEW AND FREE OF ANY DEFECTS

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12. ALL RUBBISH AND DEBRIS RESULTING FROM DEMOLITION AND/OR NEW WORK IS THE PROPERTY OF THE

AutoCAD SHX Text CONTRACTOR AND SHALL BE DISPOSED OF OFF-SITE IN A LEGAL MANNER. MAINTAIN BUILDING AREAS

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15. INTERIOR AND/OR EXTERIOR THRESHOLDS SHALL BE A MAXIMUM 1/2" ABOVE THE ADJACENT FLOOR.

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7. ALL SYMBOLS AND ABBREVIATIONS USED ON THE DRAWINGS ARE CONSIDERED TO BE CONSTRUCTION

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6. DETAILS MARKED "TYPICAL" SHALL APPLY IN ALL CASES UNLESS SPECIFICALLY INDICATED OTHERWISE.

AutoCAD SHX Text STANDARDS. IF THE CONTRACTOR HAS QUESTIONS REGARDING SAME, OR THEIR EXACT MEANING, THE

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ARE TO FACE OF CONCRETE OR MASONRY, CENTERLINE OF COLUMNS AND BEAMS, AND FACE OF

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5. THE STRUCTURAL, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS ARE SUPPLEMENTARY TO THE

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4. ALL DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALE. %%UDO NOT SCALE%%U DRAWINGS. ALL DIMENSIONS

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AND PLUMBING WORK. ANY DISCREPANCIES BETWEEN THE ARCHITECT'S AND ENGINEER'S

AutoCAD SHX Text THE ARCHITECTURAL DRAWINGS BEFORE THE INSTALLATION OF STRUCTURAL, MECHANICAL, ELECTRICAL

AutoCAD SHX Text DRAWINGS AND SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER'S REPRESENTATIVE

AutoCAD SHX Text ARCHITECTURAL DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CHECK WITH

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PREVENT GALVANIC CORROSION BETWEEN ALL DISSIMILAR METALS.

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FLOOR FINISH MATERIAL AND INSTALLATION METHOD.

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INSTALLATIONS AND THE GOVERNMENT'S REQUIREMENTS.

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CLEAN AND FREE OF ACCUMULATED DIRT AND DEBRIS.

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UNLESS OTHERWISE NOTED.

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CONTRACTING OFFICER'S REPRESENTATIVE SHALL BE NOTIFIED FOR CLARIFICATION.

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FOR CLARIFICATION PRIOR TO PROCEEDING WITH AFFECTED WORK.

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3. ALL WORK SHALL COMPLY WITH OSHA STANDARDS.

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THE CONSTRUCTION PERIOD.

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DRYWALL OR PLASTER, UNLESS OTHERWISE NOTED.

AutoCAD SHX Text PROJECT MANAGER WHO WILL INFORM THE ARCHITECT OF ANY CODE DISCREPANCY PRIOR TO COMMENCEMENT OF WORK.

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CONSTRUCTION SIGNAGE.

AutoCAD SHX Text CODE, 2009 EDITION AND THE LIFE SAFETY CODE (NFPA-101), 2009 EDITION. HOWEVER, WHERE THE DRAWINGS

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2. ALL PHASES OF THE WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE INTERNATIONAL BUILDING

AutoCAD SHX Text ALL DIMENSIONS AND SITE CONDITIONS PRIOR TO BEGINNING WORK. THE CONTRACTOR SHALL INFORM

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1. THE CONTRACTOR SHALL CAREFULLY REVIEW THE DRAWINGS, SPECIFICATIONS, AND SITE AND VERIFY

AutoCAD SHX Text THE PROJECT MANAGER WHO WILL INFORM THE ARCHITECT FOR RESOLUTION BEFORE BEGINNING

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CONSTRUCTION.

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NOTE

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DESCRIPTION

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GENERAL NOTES

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27. CONTRACTOR SHALL INSTALL CONTROL JOINTS ON ALL NEW INTERIOR GYP. BOARD PARTITIONS AT 30'-0" MAX IN EITHER

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DIRECTION AND AT ALL DOOR JAMBS (TWO PER OPENING).

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ELEVATION (EXTERIOR)

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ELEVATION (INTERIOR)

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ROOM ID AND DOOR NUMBER

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PARTITION TYPE

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SPEC

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SQ

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STD

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STL

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STOR

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STRUCT

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SUSP

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T/SLAB

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TR

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TEMP

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THK

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THRESH

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THRU

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TMPD

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TYP

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UNO

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VCT

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VERT

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VEST

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WD

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WDW

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WWF

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XFMR

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SPECIFICATION

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SQUARE

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STANDARD

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STEEL

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STORAGE

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STRUCTURAL

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SUSPENDED

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TOP OF STEEL

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TOP OF SLAB

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TREAD

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TOP & BOTTOM

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TEMPORARY

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THICKNESS

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THRESHOLD

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THROUGH

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TEMPERED

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TYPICAL

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UNLESS NOTED OTHERWISE

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VINYL COMPOSITION TILE

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VERTICAL

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VESTIBULE

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WIDTH

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WITH

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WITHOUT

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WOOD

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WINDOW

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WELDED WIRE FABRIC

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TRANSFORMER

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AESS

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ARCHITECTURALLY EXPOSED

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STRUCTURAL STEEL

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DOOR DESIGNATION "A"

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ELEVATION SHEET

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NUMBER

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GOVERNMENT

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GOVT

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CONTRACTOR FURNISHED,

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CFCI

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CONTRACTOR INSTALLED

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EMERGENCY SHOWER/EYEWASH

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ESE

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GOVERNMENT FURNISHED,

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GFCI

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CONTRACTOR INSTALLED

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GOVERNMENT FURNISHED,

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GFGI

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GOVERNMENT INSTALLED

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JANITOR

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JAN

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REFR.

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REFRIGERATOR

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PB

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PIPE BOLLARD

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WS

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WASH SINK

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18. ALL EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT ANY SPECIAL EFFORT OR KNOWLEDGE.

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17. WHERE IT IS NECESSARY TO INSURE STABILITY, CONTRACTOR IS TO PROVIDE ADDITIONAL ANCHORING

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AND/OR BLOCKING IN STUD PARTITIONS AND BRACE PARTITIONS ABOVE CEILINGS.

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GYPSUM

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GYP

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GYPSUM WALL BOARD

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GWB

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XXXX

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XX

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SSM

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SOLID SURFACING MATERIAL

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28. ALL MATERIAL INSTALLED IN A U.S. FEDERAL BUILDING SHALL BE FREE OF ASBESTOS.

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OUTSIDE DIMENSION

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OUTSIDE DIAMETER

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ON CENTER

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SYMBOLS LEGEND

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DETAIL OR SECTION CUT

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COLUMN GRID

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BUILDING SECTION

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PLAN DETAIL DESIGNATION

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SECTION NUMBER

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DETAIL

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SHEET WHERE

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DETAIL IS DRAWN

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SHEET WHERE

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SECTION IS DRAWN

AutoCAD SHX Text ##/A###

AutoCAD SHX Text X###

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XX

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NUMBER

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ELEVATION

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NUMBER

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OTHERWISE.

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A001.DWG

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NOTES, SYMBOLS, AND ABBREVIATIONS

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WINDOW TYPE

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100%%% SUBMITTAL

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CERTIFICATIONS

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KEY PLAN

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REVISION NOTES

AutoCAD SHX Text PROPERTY OF THE UNITED STATES GOVERNMENT - FOR OFFICIAL USE ONLY. Do not remove this notice. Properly destroy documents when no longer needed.

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SHEET SIZE:

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SHEET

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OF

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DISCIPLINE

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SHEET TYPE

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SEQUENCE

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DRAWING NO.

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DRAWING TITLE

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FILE NAME

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CHECKED BY

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DRAWN BY

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PROJECT NO.

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GSA PM

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SUB. DATE

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SUBMISSION

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DESCRIPTION

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PROJECT

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TITLE

AutoCAD SHX Text BUILDING NOs.

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OTHER

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BUILDING NO.

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CITY/ST./ZIP

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STREET

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NAME

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DRAWING

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PROJECT

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BUILDING

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SUB A/E

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PRIME A/E

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CONS. CONTR.

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A/E CON. NO.

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CONTRACTORS

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GRAPHIC SCALE

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MARK

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DATE

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DESCRIPTION

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FLOOR NO.

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CONSTR. CON.

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FACILITY CODE

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PROJECT

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A/E TASK NO.

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CONS. WORK

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GENERAL SERVICES ADMINISTRATION

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PBS-GREATER SOUTHWEST REGION

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819 TAYLOR STREET

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FORT WORTH, TEXAS 76102-6114

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AMT

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WBH

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

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A101.DWG

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BUILDING 14 DEMOLITON PLAN

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PLAN NORTH

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TRUE NORTH

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BUILDING 14 DEMOLITON PLAN

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

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NOTE

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DESCRIPTION

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1. NOT USED. NOT USED. 2. DEMOLISH EXISTING WOOD FRAMING, SUPPORTING DEMOLISH EXISTING WOOD FRAMING, SUPPORTING STRUCTURE AND INTERIOR ROOM ELEMENTS, INCLUDING RELATED ELECTRICAL WIRING. 3. NOT USED. NOT USED. 4. DEMOLISH EXISTING CEILING PANELS, GRID, AND DEMOLISH EXISTING CEILING PANELS, GRID, AND LIGHTS. PREP METAL DECK AND STRUCTURE TO RECEIVE SPRAY FOAM INSULATION. 5. DEMOLISH EXISTING DOOR, FRAME AND RELATED DEMOLISH EXISTING DOOR, FRAME AND RELATED HARDWARE. 6. EXISTING LOUVER TO REMAIN. REMOVE PLYWOOD EXISTING LOUVER TO REMAIN. REMOVE PLYWOOD BACKING AND PREP LOUVER OPENING TO RECEIVE NEW METAL BLANK AND INSULATION ON INTERIOR SIDE OF OPENING. 7. REMOVE EXISTING BATT INSULATION, PLYWOOD REMOVE EXISTING BATT INSULATION, PLYWOOD PANELS AND CHICKEN WIRE ON WALLS AND ROOF. PREP METAL BUILDING FRAMING AND EXTERIOR METAL PANELS AS REQUIRED TO RECEIVE SPRAY FOAM INSULATION ON INSIDE. 8. HIGH PRESSURE HOT WATER POWER WASH HIGH PRESSURE HOT WATER POWER WASH EXISTING CONCRETE SLAB. PREP SLAB AS REQUIRED TO RECEIVE FLOOR FINISHES INDICATED. REF A601 FOR ROOM FINISH SCHEDULE. 9. REMOVE EXISTING FIRE EXTINGUISHER AND RETURN REMOVE EXISTING FIRE EXTINGUISHER AND RETURN TO GOVERNMENT FOR STORAGE. 10. DEMOLISH EXISTING WATER COOLER AND RELATED DEMOLISH EXISTING WATER COOLER AND RELATED PLUMBING LINES, REFER TO P101. 11. NOT USED NOT USED 12. REMOVE EXISTING ELECTRICAL PANEL AND REMOVE EXISTING ELECTRICAL PANEL AND PLYWOOD BACKING PANEL, 13.

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