Attach 12 - PRQE 063118 Drawings.pdf

PDF 33 MB Posted Nov 5, 2021

Attached to: FY22 McConnell AFB - Multiple Award Construction Contract (MACC) Federal contract opportunity
Solicitation number: FA4621-22-R-0002
Issued by: Department of the Air Force Air Mobility Command

About this file

Written by GovTribe AI · Dec 30, 2023

This document announces a solicitation for a Multiple Award Construction Contract at McConnell Air Force Base. The Air Force intends to award up to six firm-fixed price ID/IQ contracts for a variety of construction tasks such as design and build, renovation, additions, upgrades, and repair and replacement of infrastructure. Awardees will be capable of full project design and provide all materials, labor, equipment, and services to complete projects. The total contract value is not to exceed $75 million over six years. Responses will be evaluated on past performance and price, with past performance being more important, based on a seed project repairing HVAC systems. Proposals are due in response to solicitation number FA4621-22-R-0002. The pre-proposal conference and site visit will take place on November 17, 2021, with any questions due by November 11, 2021. The solicitation seeks to award a total small business set-aside under NAICS code 236220.

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Other files for this federal contract opportunity

Other files attached to FY22 McConnell AFB - Multiple Award Construction Contract (MACC), newest first.
File	Type	Posted
Final Questions for MACC 2022.docx	DOCX document	Nov 30, 2021
Warranty Barcode Spreadsheet.xlsx	XLSX spreadsheet	Nov 30, 2021
Attach 18 - Updated TOC and Spec 26 51 00.pdf	PDF	Nov 30, 2021
Attach 19 - Drawing changes 30 Nov 21.pdf	PDF	Nov 30, 2021
conform-faqs.doc	DOC document	Nov 30, 2021
FA462122R0002 - Amendment 2.pdf	PDF	Nov 30, 2021
Pre-Proposal Conference Meeting Minutes w Attachments - FA4621-22-R-0002 - 23 Nov 21.pdf	PDF	Nov 23, 2021
Pre Site Visit Q and As Final responses.docx	DOCX document	Nov 23, 2021
Existing Mechanical Schedules.pdf	PDF	Nov 23, 2021
Questions from the Pre Proposal Conference 19 Nov 21 Final.docx	DOCX document	Nov 23, 2021
Attach 16 - Spec 28 31 76.pdf	PDF	Nov 23, 2021
Attach 17 - Rev Drawings 11-22-2021.pdf	PDF	Nov 23, 2021
FA462122R0002 - Amendment 1.pdf	PDF	Nov 23, 2021
1029383 Asbestos Survey - Final.pdf	PDF	Nov 23, 2021
Boeing Trainer PDF.pdf	PDF	Nov 23, 2021
B852 Site Visit Photos.pdf	PDF	Nov 23, 2021
Attach 4 - Wage Det Building KS57 - 30 Jul 21.pdf	PDF	Nov 5, 2021
Attach 5 - Wage Det Heavy KS30 - 6 Aug 21.pdf	PDF	Nov 5, 2021
Attach 8 - Past Present Performance Questionnaire (PPPQ).pdf	PDF	Nov 5, 2021
Solicitation - FA462122R0002 11-5 Final.pdf	PDF	Nov 5, 2021
Attach 2 - MACC Combined Spec Sections.pdf	PDF	Nov 5, 2021
Attach 7 - Wage Det Residential KS02 - 1 Jan 21.pdf	PDF	Nov 5, 2021
Attach 10 - PRQE 063118 Statement of Work (SOW).pdf	PDF	Nov 5, 2021
Attach 11 - PRQE 063118 Specifications.pdf	PDF	Nov 5, 2021
Attach 14 - PRQE 063118 Submittal Register.xls	XLS spreadsheet	Nov 5, 2021
Attach 3 - MACC General Conditions.pdf	PDF	Nov 5, 2021
Attach 6 - Wage Det Highway KS47 - 25 Jun 21.pdf	PDF	Nov 5, 2021
Attach 9 - PRQE 063118 Price Schedule.xlsx	XLSX spreadsheet	Nov 5, 2021
Attach 15 - NAF General Provisions 2021.pdf	PDF	Nov 5, 2021
Attach 1 - General Statement of Work (SOW).pdf	PDF	Nov 5, 2021
Attach 13 - PRQE 063118 Phasing Plan.pdf	PDF	Nov 5, 2021

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GENERAL STRUCTURAL NOTES

GENERAL CONTRACTOR SHALL REVIEW AND STAMP ALL THE SHOP DRAWINGS BEFORE SUBMITTING FOR REVIEW.

FIELD VERIFY ALL EXISTING DIMENSIONS, ELEVATIONS, AND CONDITIONS. NOTIFY THE ENGINEER FOR DIRECTION IF THE ACTUAL EXISTING

CONDITIONS DIFFER FROM THE CONDITIONS SHOWN OR IMPLIED ON THE DRAWINGS.

NO PIPES, SLEEVES, OR ETC. SHALL PASS THROUGH BEAMS OR COLUMNS UNLESS INDICATED ON THE PLAN.

THE CONTRACTOR SHALL DESIGN, PROVIDE, AND MAINTAIN TEMPORARY BRACING, SHORING, GUYING, ETC. AND OTHER METHODS AS REQUIRED TO

PREVENT ANY EXCESSIVE LOADING AND TO STABILIZE THE STRUCTURAL ELEMENTS DURING CONSTRUCTION. THESE METHODS SHALL REMAIN IN

PLACE UNTIL ALL MEMBERS AND FINAL CONNECTIONS HAVE BEEN COMPLETED.

CONTRACTORS SHALL BE RESPONSIBLE FOR THE DESIGN OF ALL ANCHORS AND SUPPLEMENTAL FRAMING SYSTEMS REQUIRED FOR THE SUPPORT OF THE MECHANICAL, AND ELECTRICAL SYSTEMS WHICH ARE NOT SPECIFICALLY DETAILED ON DRAWINGS.

DO NOT HANG OR ATTACH ANY ARCHITECTURAL, MECHANICAL, OR ELECTRICAL ELEMENTS OR SYSTEMS FROM THE METAL ROOF DECK OR JOIST

BRIDGING UNLESS SPECIFICALLY APPROVED OTHERWISE.

NEW STRUCTURAL SUPPORTING ELEMENTS ARE DESIGNED PER THE INTERNATIONAL BUILDING CODE - 2018 EDITION.

THE CONTRACTOR SHALL PERFORM ALL MATERIAL TESTING AND INSPECTION REQUIREMENTS FOR COMPLIANCE WITH THE GOVERNING BUILDING

CODE, THE LOCAL CONTRACTING OFFICER, AND THE FOLLOWING STRUCTURAL SPECIAL INSPECTION NOTES.

DESIGN LOADS

THE EXISTING BUILDING STRUCTURE IS DESIGNED FOR THE FOLLOWING LOADS AND CRITERIA: (REFERENCE AS-BUILT DRAWINGS DATED NOVEMBER

1985 AND ANSI A58.1-1982)

DEAD: ACTUAL WEIGHT OF MATERIALS BUT NOT LESS THAN 12 PSF PLUS 15 PSF AT ROOMS103, 116,- 121 AND 7 PSF AT ALL OTHER AREAS.

SNOW: GROUND SNOW LOAD: Pg =15 PSF FLAT STRUCTURE SNOW LOAD: Pf = 15 PSF MAXIMUM DRIFTING SNOW LOAD: Pd = 48 PSF

WIND: BASIC WIND SPEED (3-SECOND GUST): 80 MPH

WIND EXPOSURE CATEGORY: C

IMPORTANCE FACTOR: I = 1.0

SEISMIC: SEISMIC IMPORTANCE FACTOR: I = 1.0

SEISMIC ZONE: 1

Z = 3/16 K = 1.33

SPECTRAL RESPONSE COEFFICIENTS: Cs = 0.049

CAST-IN-PLACE CONCRETE

ALL CONCRETE SHALL HAVE THE FOLLOWING PROPERTIES AND MINIMUM COMPRESSIVE STRENGTHS AT 28-DAYS.

NEW HOUSEKEEPING PADS, SCREEN POST BASE SETTING, AND INTERIOR SLABS ON GRADE: 4000 PSI WITH A MAX. W/C RATIO OF 0.45

EXTERIOR SLABS, AND PAVEMENT: 5000 PSI WITH A MAX. W/C RATIO OF 0.40

ALL CONCRETE SHALL BE PROPORTIONED FOR A 2" TO 5" SLUMP RANGE AT THE POINT OF PLACEMENT.

ALL CEMENT SHALL BE TYPE I OR II CONFORMING TO ASTM C150. FLY ASH CONFORMING TO ASTM C618, TYPE C OR F MAY BE USED TO REPLACE A

MAXIMUM OF 20% OF THE CEMENT OR 100 POUNDS PER CUBIC YARD OF CONCRETE, WHICHEVER IS LESS.

ALL AGGREGATE FOR NORMAL WEIGHT CONCRETE SHALL MEET ASTM C33. AGGREGATES SHALL BE PROPORTIONED SUCH THAT MIX DESIGN SHALL

CONTAIN A MINIMUM OF 50% COARSE AGGREGATES BY GRADATION REQUIREMENTS SET FORTH IN ASTM C33. COARSE AGGREGATE SHALL MEET

NO. 67 GRADING REQUIREMENTS.

EXTERIOR EXPOSED CONCRETE SHALL HAVE FROM 4 TO 7% ENTRAINED AIR.

CONCRETE SHALL CONTAIN A WATER-REDUCING ADMIXTURE MEETING ASTM C494, TYPE A OR F, AT A DOSAGE TO PROVIDE THE NECESSARY

FLOWABILITY AND WORKABILITY WITHIN THE SPECIFIED SLUMP RANGE.

CONCRETE SHALL BE IN STRICT CONFORMANCE WITH THE CURRENT "ACI MANUAL OF CONCRETE PRACTICE".

NO ALUMINUM SHALL BE PLACED IN THE CONCRETE.

CHAMFER ALL EXPOSED EDGES OF THE CONCRETE 3/4".

EXTERIOR SLABS SHALL BE 6 INCHES THICK WITH 6X6-W4.0XW4.0 WELDED WIRE REINFORCEMENT. FURNISH IN FLAT SHEETS.

CONTRACTION JOINTS IN EXTERIOR SLABS SHALL BE SPACED TO DIVIDE THE SLAB INTO PANELS NOT TO EXCEED 225 SQUARE FEET. THE LONGER

DIMENSION OF EACH PANEL SHALL NOT EXCEED THE SHORTER DIMENSION BY MORE THAN 20 PERCENT.

ALL SAW-CUT JOINTS IN EXTERIOR SLABS SHALL USE AN EARLY ENTRY DRY-CUTTING SAWING SYSTEM.

DESIGN, ERECT, SHORE, BRACE, AND MAINTAIN FORMWORK, ACCORDING TO ACI 301, TO SUPPORT ALL APPLIED LOADS DURING THE CONCRETE

PLACEMENT.

CONCRETE CURING SHALL COMPLY WITH ACI 301, ACI 305R, ACI 305.1, ACI 306R, AND ACI 306.1.

CAST-IN-PLACE CONCRETE SHALL BE OBTAINED FOR TESTING PER ASTM C172 AND TESTED AS FOLLOWS:

a. OBTAIN ONE SET OF FOUR TEST CYLINDERS FOR EACH DAY'S POUR OF EACH CONCRETE MIXTURE LESS THAN 25 CUBIC YARDS, PLUS ONE SET

OF FOUR TEST CYLINDERS FOR EACH ADDITIONAL 50 CUBIC YARDS OR FRACTION THEREOF.

b. SLUMP: ONE TEST AT POINT OF DISCHARGE PER ASTM C143 FOR EACH SET OF TEST CYLINDERS TAKEN. PERFORM ADDITIONAL SLUMP TEST ON

TRUCKLOADS WHEN CONSISTENCY SEEMS TO HAVE CHANGED.

c. CONCRETE TEMPERATURE: ONE TEST PER ASTM C1064 FOR EACH SET OF TEST CYLINDERS TAKEN OR HOURLY WHEN AIR TEMPERATURE IS

BELOW 40°F OR ABOVE 90°F.

d. AIR CONTENT: VOLUMETRIC METHOD PER ASTM C173 OR PRESSURE METHOD PER ASTM C231 FOR EACH SET OF TEST CYLINDERS.

e. COMPRESSION TEST SPECIMENS: ONE SET OF FOUR STANDARD CYLINDERS PER ASTM C31 AT THE SPECIFIED FREQUENCY.

f. COMPRESSIVE STRENGTH TESTS: ONE SET OF FOUR CYLINDERS PER ASTM C39. TEST ONE CYLINDER AT 7-DAYS, TWO CYLINDERS AT 28-DAYS, AND HOLD ONE IN RESERVE TO BE TESTED AS DIRECTED.

PERSONNEL TRAINED AND CERTIFIED IN CONCRETE SAMPLING SHALL PERFORM ALL CONCRETE TESTING AND SAMPLING. TEST RESULTS SHALL BE

SUBMITTED TO THE LOCAL CONTRACTING OFFICER, ENGINEER, AND CONTRACTOR WITHIN 24 HOURS OF COMPLETING TESTS. CONCRETE TESTING

SHALL BE PERFORMED BY AN APPROVED TESTING AGENCY.

SUBMIT THE CONCRETE MIX DESIGN TO THE ENGINEER FOR REVIEW PRIOR TO BEGINNING CONSTRUCTION.

REINFORCING STEEL

ALL WELDED WIRE REINFORCEMENT (WWR) SHALL MEET ASTM A1064. LAP SPLICE ALL WELDED WIRE REINFORCEMENT THE CROSS WIRE SPACING

PLUS 2 INCHES. FURNISH ALL WELDED WIRE REINFORCEMENT IN FLAT SHEETS.

ALL REINFORCING SHALL MEET ASTM A615 - 60,000.

ALL REINFORCING STEEL SHALL HAVE ADEQUATE COVERAGE AS INDICATED IN ACI 318 FOR THE GIVEN EXPOSURE.

REINFORCING SHALL BE CONTINUOUS AND LAPPED A MINIMUM OF 24 INCHES OR 36 BAR DIAMETERS WHICHEVER IS GREATER, UNLESS OTHERWISE

NOTED.

PROVIDE BAR SUPPORTS FOR ALL BARS IN SLABS CAST ON GRADE AT A MAXIMUM OF 4'-0" IN EACH DIRECTION.

STRUCTURAL STEEL

STRUCTURAL STEEL SHALL MEET THE LATEST AISC "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS."

THE TYPICAL STEEL FRAMING CONNECTION DETAILS SHOWN ON THE DRAWINGS REPRESENT THE GENERAL TYPE OF CONNECTION DETAIL

EXPECTED TO BE IMPLEMENTED IN THE CONNECTION DESIGN, UNLESS SPECIFICALLY APPROVED OTHERWISE.

STEEL FRAMING MEMBERS SHALL ONLY BE SPLICED AT LOCATIONS SHOWN ON THE DESIGN DRAWINGS OR AS SHOWN ON AND APPROVED ON THE

SHOP DRAWINGS.

ALL STEEL PLATES AND SHAPES SHALL MEET ASTM A36 .

ALL UNHEADED ANCHOR RODS SHALL BE ASTM F1554, GRADE 36 OR ASTM F1554, GRADE 55 (SUPPLEMENT S1).

ALL THREADED STEEL RODS SHALL MEET ASTM A307, GRADE B; ASTM F1554, GRADE 36; OR AN APPROVED EQUAL OR GREATER STRENGTH

THREADED ROD. ALL THREADED RODS CAST IN CONCRETE OR POST-INSTALLED IN CONCRETE OR MASONRY SHALL BE THOROUGHLY CLEANED OF

ALL SURFACE OILS.

WELDING SHALL CONFORM TO AWS D1.1, "STRUCTURAL WELDING CODE - STEEL". ALL WELDS SHALL BE AWS PREQUALIFIED WELDED JOINTS. NO

UNAUTHORIZED WELDS WILL BE ACCEPTED.

E70XX ELECTRODES SHALL BE USED FOR ALL WELDING, UNLESS NOTED OTHERWISE.

ALL FIELD COMPLETED WELDING AND BOLTED CONNECTIONS SHALL BE REVIEWED AND ACCEPTED BY THE FIELD INSPECTION AND TESTING

AGENCY PRIOR TO THE INSTALLATION OF SUBSEQUENT WORK.

NON-METALLIC SHRINKAGE-RESISTANT GROUT SHALL MEET ASTM C 1107.

ALL STRUCTURAL STEEL MEMBERS SHALL HAVE A SURFACE PREPARATION PER SSPC-SP2 HAND TOOL CLEANING/SSPC-SP3 POWER TOOL

CLEANING. PRIME COMPONENTS THE SAME DAY AS CLEANING.

POST-INSTALLED ANCHORS

ALL POST-INSTALLED ANCHORS AND POST-INSTALLED REINFORCING BARS SHALL BE INSTALLED PER THE MANUFACTURER'S PRINTED INSTALLATION

INSTRUCTIONS. ALL HOLES SHALL BE DRILLED PER THE MANUFACTURER'S INSTRUCTIONS WITH THE REQUIRED BIT TYPE AND SIZE TO PROVIDE THE MINIMUM EMBEDMENT LENGTH SPECIFIED IN THE STRUCTURAL DRAWINGS. ALL HOLES SHALL BE CLEANED PRIOR TO INSTALLING THE ANCHOR OR REINFORCING BAR PER THE MANUFACTURER'S INSTRUCTIONS WITH THE BRUSH AND COMPRESSED AIR METHOD OR WITH THE

MANUFACTURER'S PROPRIETARY DRILL BIT AND DUST EXTRACTION SYSTEM.

THE INSTALLATION OF ALL POST-INSTALLED ANCHORS AND POST-INSTALLED REINFORCING BARS SHALL BE PERFORMED BY PERSONNEL TRAINED AND CERTIFIED BY THE AMERICAN CONCRETE INSTITUTE/CONCRETE REINFORCING STEEL INSTITUTE OR TRAINED BY THE POST-INSTALLED ANCHOR AND/OR ADHESIVE MANUFACTURER FOR THE TYPE OF ANCHOR OR REINFORCING BAR BEING POST-INSTALLED.

1/2" DIAMETER SCREW ANCHORS INSTALLED INTO CONCRETE SHALL HAVE AN ALLOWABLE TENSION LOAD OF 2685 POUNDS WHEN INSTALLED 3 5/8" INTO 4000 PSI NORMAL WEIGHT CONCRETE AND USING A SAFETY FACTOR OF 4.0. SCREW ANCHORS SHALL HAVE A MINIMUM YIELD STRENGTH OF

97,000 PSI AND A MINIMUM TENSILE STRENGTH OF 110,000 PSI.

REINFORCING BARS INSTALLED INTO CONCRETE SHALL USE A TWO-COMPONENT ADHESIVE MIXED WITHIN MANUFACTURER'S SYSTEM NOZZLE WITH A MINIMUM CONCRETE BOND STRENGTH OF 1080 PSI FOR CRACKED CONCRETE AND 1560 FOR UNCRACKED CONCRETE.

A PISTON PLUG INJECTION PROCEDURE APPROVED BY THE ADHESIVE MANUFACTURER SHALL BE USED FOR THE INJECTION OF ADHESIVE INTO ALL

HOLES GREATER THAN 10 INCHES IN DEPTH.

ALL POST-INSTALLED EXPANSION ANCHORS MUST BE TIGHTENED TO THE ANCHOR MANUFACTURER'S RECOMMENDED INSTALLATION TORQUE.

THE INSTALLATION OF ALL POST-INSTALLED ANCHORS AND POST-INSTALLED REINFORCING BARS SHALL BE REVIEWED AND ACCEPTED BY THE FIELD

TESTING AND INSPECTION AGENCY.

SUBGRADE PREPARATION AND EARTHWORK NOTES

ALL SUBGRADE PREPARATION AND EARTHWORK SHALL BE PERFORMED UNDER THE DIRECTION OF THE GEOTECHNICAL ENGINEER.

THE GEOTECHNICAL ENGINEER SHALL APPROVE ALL SOIL MATERIALS, MONITOR ALL EARTHWORK OPERATIONS, AND PERFORM THE APPROPRIATE

TESTING DURING THE EARTHWORK PROCESS.

SUBGRADE PREPARATION SHALL INCLUDE THE REMOVAL OF ALL EXISTING SLABS, FOUNDATIONS, PAVEMENT, AND STRIPPING THE EXPOSED

SURFACE TO A MINIMUM 6" DEPTH TO REMOVE ALL SURFACE VEGETATION, ORGANIC MATERIAL, EXISTING FILL MATERIAL, AND OTHER

DELETERIOUS MATERIAL OR UNSUITABLE SOIL MATERIAL ENCOUNTERED.

AFTER THE SITE PREPARATION WORK HAS BEEN COMPLETED, PROOF ROLL THE EXPOSED SUBGRADE IN THE PRESENCE OF THE GEOTECHNICAL ENGINEER TO IDENTIFY ANY AREAS OF SOFT OR UNSTABLE MATERIAL. REMOVE ANY UNSATISFACTORY MATERIAL AND REPLACE WITH SUITABLE

MATERIAL AS DIRECTED BY THE GEOTECHNICAL ENGINEER.

SCARIFY, MOISTURE CONDITION, AND COMPACT THE TOP 8" OF THE EXPOSED SUBGRADE PRIOR TO STARTING THE ENGINEERED FILL PLACEMENT OPERATIONS. MOISTURE CONDITION THE SCARIFIED SOILS TO AT LEAST 3 PERCENTAGE POINTS ABOVE THE SOILS OPTIMUM MOISTURE CONTENT AND COMPACT TO A MINIMUM OF 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY THE STANDARD PROCTOR, ASTM D-698.

PROVIDE A MINIMUM 24-INCH THICK ZONE OF LVC MATERIAL BELOW THE ZONE OF GRANULAR BASE MATERIAL AT THE SLAB ON GRADE FLOOR AREAS. THE LOW VOLUME CHANGE (LVC) ZONE MATERIAL SHALL BE A SILTY GRAVEL SUCH AS KDOT AB-3.

GENERAL ENGINEERED FILL MATERIAL REQUIRED SHALL BE AN APPROVED SOIL, FREE OF ORGANIC MATERIAL AND DELETERIOUS MATERIAL WITH A

LIQUID LIMIT LESS THAN 45 AND A PLASTICITY INDEX LESS THAN 20.

FILL MATERIAL SHALL BE PLACED IN MAXIMUM 8" THICK LOOSE HORIZONTAL LIFTS AND SHALL BE COMPACTED TO AT LEAST 95% OF STANDARD

PROCTOR MAXIMUM DRY DENSITY, ASTM D-698.

COHESIVE SOILS SHALL BE PLACED AT A MOISTURE CONTENT BETWEEN OPTIMUM AND 3 PERCENT ABOVE THEIR OPTIMUM MOISTURE CONTENT.

THE SPECIFIED MOISTURE CONTENT SHALL BE MAINTAINED IN THE SOILS UNTIL THE FLOOR SLAB HAS BEEN PLACED.

SECTION

TYPICAL MASONRY WALL

OPENING INFILL DETAIL

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TYPICAL NEW ROOF OPENING

FRAMING DETAIL

SECTION

TYPICAL EXISTING ROOF

OPENING INFILL DETAIL

TYPICAL ROOF DECK HOLE

PATCHING DETAIL

SECTION

NEW POINT LOAD ON EXISTING JOISTS

TYP JOIST REINFORCING DETAIL AT

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AutoCAD SHX Text S-001 in I:\20-149\IFC SUBMITTAL\AS SENT TO KREHBIEL\1029383 S-001 [1:96]

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8/21/2021 [MJH]

AutoCAD SHX Text REBUILD MASONRY SOLID ABOVE AND AROUND NEW LINTEL TO PROVIDE SUPPORT FOR EXISTING MASONRY WALL ABOVE LINTEL

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STEEL LINTEL, SEE PLAN AND SECTIONS

AutoCAD SHX Text SAW CUT NEW OPENING IN EXISTING MASONRY WALL WIDER THAN ROUGH OPENING REQUIRED. REBUILD JAMBS UNDER REQUIRED BEARING LENGTH WITH NEW SOLID MASONRY OR GROUT FILLED MASONRY UNITS (MATCH EXISTING WALL CONSTRUCTION), TOOTH INTO EXISTING WALL AT ALTERNATE COURSES.

AutoCAD SHX Text SHORE EXISTING MASONRY WALL ABOVE NEW OPENING AS REQUIRED DURING INSTALLATION OF NEW LINTEL.

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REBUILD JAMBS BY TOOTHING IN MASONRY UNITS.

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NEW MASONRY INFILL TO MATCH SURROUNDING MASONRY.

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EXTENTS OF EXISTING OPENING.

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PROVIDE JOINT REINFORCING AT EACH HORIZONTAL JOINT TO MATCH EXISTING, LAP 8".

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EXISTING MASONRY LINTEL MAY REMAIN AND BE USED FOR NEW SMALLER OPENINGS

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AutoCAD SHX Text NEW L3X3X1/4 BETWEEN JOIST TOP CHORDS AND AT THE PERIMETER OF THE NEW OPENING EXISTING STEEL DECK

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NEW 1/2" STEEL SECURITYBARS AT 8" O.C. EACH WAY

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EXISTING STEEL JOISTS

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FIELD VERIFY WALL THICKNESS

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EXISTING CMU, FIELD VERIFY

AutoCAD SHX Text NEW 2-L 5 X 3 X 1/4 LINTEL. RAKE EXISTING HORIZONTAL MORTAR JOINT TO INSTALL ANGLES FLUSH AGAINST EXISTING CMU. PROVIDE 8" OF BEARING ON EXISTING CMU AT EACH SIDE OF NEW OPENING, SEE B6/S-001.

AutoCAD SHX Text DETAIL AT NEW LINTEL FOR LACTATION DOOR 91 AND HVAC WALL OPENINGS GREATER THAN 22" WIDE IN EXISTING 10" CONCRETE MASONRY WALLS.

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2 AT 12

AutoCAD SHX Text HOLES 2" AND SMALLER IN UNEXPOSED CMU MAY BE PLUGGED WITH CEMENT GROUT. OTHERWISE, REPLACE UNITS WITH EXISTING HOLES WITH NEW MASONRY UNITS.

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FIELD VERIFY WALL THICKNESS

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EXISTING CMU, FIELD VERIFY

AutoCAD SHX Text NEW 2-L 4 X 3 X 1/4 LINTEL. RAKE EXISTING HORIZONTAL MORTAR JOINT TO INSTALL ANGLES FLUSH AGAINST EXISTING CMU. PROVIDE 8" OF BEARING ON EXISTING CMU AT EACH SIDE OF NEW OPENING, SEE B6/S-001.

AutoCAD SHX Text DETAIL AT NEW HVAC WALL OPENINGS GREATER THAN 22" WIDE IN EXISTING 8" CONCRETE MASONRY WALLS.

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FIELD VERIFY WALL THICKNESS

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EXISTING CMU, FIELD VERIFY

AutoCAD SHX Text NEW 1/4 X 7 STEEL PLATE AT 8" CONCRETE MASONRY WALLS AND 1/4 X 9 STEEL PLATE AT 10" CONCRETE MASONRY WALLS. EXTEND PLATES 8" ONTO JAMBS AT EACH SIDE OF NEW OPENING, SEE B6/S-001. RAKE EXISTING HORIZONTAL MORTAR JOINT TO INSTALL PLATE.

AutoCAD SHX Text DETAIL AT NEW HVAC WALL OPENINGS 22" WIDE AND LESS IN EXISTING 8" AND 10" CONCRETE MASONRY WALLS.

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DETAIL AT NEW HVAC LOUVER OPENINGS AT SOUTH EXTERIOR WALL.

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2 AT 12

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EXISTING CMU, FIELD VERIFY

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FIELD VERIFY WALL THICKNESS

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NEW L3 X 3 X 12 X 3 X 1/4 BRICK LINTEL WITH 8" BEARING EACH END

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FLASHING AND WEEPS, SEE ARCHITECTURAL

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AutoCAD SHX Text EXISTING ROOF DECK EXISTING HOLE NEW REINFORCING PLATE 0.045" PLATE FOR 6" TO 8" HOLE 0.057" PLATE FOR HOLES >8" TO 13" FOR HOLES >13" PROVIDE NEW DECK SHEET SPANNING BETWEEN FRAMING MEMBERS. EXTEND PLATE 6" MINIMUM BEYOND OPENING

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#10 SCREWS AT 6" O.C. AT PERIMETER OF PLATE

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EXISTING OPENING FRAMING EXISTING STEEL DECK

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EXISTING STEEL JOISTS

AutoCAD SHX Text NEW METAL ROOF DECK. MATCH THICKNESS AND PROFILE OF EXISTING ROOF DECK. EXTEND DECK 1" BEYOND THE CENTER OF THE ADJACENT JOIST EACH SIDE OF THE OPENING.

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#3X1-6 DOWELS AT 12" O.C. DRILL AND ADHESIVE ANCHOR 6" INTO EXISTING SLAB

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EXISTING CONCRETE SLAB ON GRADE

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5" CONCRETE SLAB ON GRADE WITH #4 AT 18" O.C. EACH WAY MATCH EXISTING, SEE PLAN.

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EXISTING 6" CAPILLARY WATER BARRIER

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NEW VAPOR BARRIER BELOW SLAB

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DETAIL AT SLAB REPLACEMENT AREAS FOR NEW UNDER FLOOR CONDUIT

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NO SCALE

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ADDITIONAL BOTTOM CHORD POINT LOAD

AutoCAD SHX Text 2-L1 1/2X1 1/2X3/16 AT X1 1/2X3/16 AT X3/16 AT AT K-SERIES JOISTS (1 EACH (1 EACH SIDE), FIELD WELD BETWEEN TOP AND BOTTOM CHORDS AT ALL POINT LOADS WHICH DO NOT OCCUR AT JOIST PANEL POINTS

AutoCAD SHX Text EXISTING STEEL JOIST; SEE ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS FOR MISCELLANEOUS LOADS

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ADDITIONAL TOP CHORD POINT LOAD

AutoCAD SHX Text TYPICAL DETAIL AT 4" TALL HOUSEKEEPING PADS FOR MECHANICAL AND ELECTRICAL EQUIPMENT. SEE ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS FOR EQUIPMENT SIZE, LOCATION, AND ADDITIONAL DETAILS. EXTEND HOUSEKEEPING PAD 6" BEYOND EACH EDGE OF EQUIPMENT.

AutoCAD SHX Text 1/2" DIAMETER X 6 1/2" CONCRETE SCREW ANCHORS AT 36" O.C. IN EACH DIRECTION THROUGHOUT PAD, DRILL AND ANCHOR 3 1/2" INTO EXISTING CONCRETE SLAB.

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4" TALL HOUSEKEEPING PADS, REINFORCE WITH 6X6-W2.1XW2.1 WELDED WIRE REINFORCING

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EXISTING CONCRETE SLAB ON GRADE, SEE PLAN.

AutoCAD SHX Text ROUGHEN EXISTING SURFACE TO BE BONDED TO A 1/4" AMPLITUDE AND APPLY A BONDING AGENT PRIOR TO PLACING TOP PAD.

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CLASSROOM

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A AUDIO / VIDEO CABLING PLAN

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1. DRAWINGS ARE DIAGRAMMATIC ONLY AND REPRESENT GENERAL SCOPE OF WORK. DRAWINGS ARE DIAGRAMMATIC ONLY AND REPRESENT GENERAL SCOPE OF WORK. CONTRACTOR IS RESPONSIBLE TO REVIEW ALL CONSTRUCTION DRAWINGS AND SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS THAT MAY NOT BE SPECIFICALLY CALLED OUT IN THIS PORTION OF THE CONSTRUCTION DOCUMENTS. NOTIFY CONTRACTING OFFICER OF ANY CONFLICTS OR DISCREPANCIES PRIOR TO BID. 2. INFORMATION SHOWN IS INTENDED TO EXPRESS THE GENERAL LAYOUT OF THE INFORMATION SHOWN IS INTENDED TO EXPRESS THE GENERAL LAYOUT OF THE AUDIO / VIDEO SYSTEM AND THE SCOPE OF WORK TO BE PERFORMED. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AT THE PROJECT SITE AND TO PERFORM THE WORK AS REQUIRED TO MEET THE EXISTING CONDITIONS AND THE INTENT OF THE WORK INDICATED. 3. EXISTING VIDEO PROJECTOR EQUIPMENT AND SCREENS (WALL MOUNTED AND CEILING EXISTING VIDEO PROJECTOR EQUIPMENT AND SCREENS (WALL MOUNTED AND CEILING MOUNTED) WILL BE REMOVED, PACKAGED AND STORED BY END-USER PRIOR TO CONSTRUCTION. CONTRACTOR SHALL DEMOLISH ANY UNUSED CABLES AND SUPPORTS. COORDINATE WITH CONTRACTING OFFICER. 4. DEMOLISH ALL UNUSED AUDIO / VIDEO CABLES, JUNCTION BOXES AND SUPPORTS. DEMOLISH ALL UNUSED AUDIO / VIDEO CABLES, JUNCTION BOXES AND SUPPORTS. DO NOT ABANDON UNUSED ITEMS OR COMPONENTS IN PLACE. SEE ARCHITECTURAL DRAWINGS FOR WALL PATCHING AND REPAIR REQUIREMENTS. 5. REINSTALL PROJECTION EQUIPMENT AT LOCATIONS INDICATED ON PLANS AND AS REINSTALL PROJECTION EQUIPMENT AT LOCATIONS INDICATED ON PLANS AND AS DIRECTED BY END USER. COORDINATE ALL WORK WITH END USER AND ALL OTHER TRADES PRIOR TO COMMENCING WORK. PROVIDE SUPPORTS FROM STRUCTURE ABOVE AS NECESSARY. SEE ARCHITECTURAL PLANS FOR PROJECTION EQUIPMENT MOUNTING REQUIREMENTS. 6. LOCATE ALL POWER, AUDIO AND VIDEO CONNECTIONS FOR PROJECTION EQUIPMENT LOCATE ALL POWER, AUDIO AND VIDEO CONNECTIONS FOR PROJECTION EQUIPMENT ABOVE CEILING AS REQUIRED TO ACCOMMODATE FINAL EQUIPMENT PLACEMENT. PROVIDE SURFACE RACEWAY TO CONCEAL CABLES BETWEEN CEILING AND PROJECTION EQUIPMENT. COLOR SHALL MATCH ADJACENT SURFACES. 7. SEE SHEET AD101 AND MEP01 FOR CONSTRUCTION PHASING REQUIREMENTS.SEE SHEET AD101 AND MEP01 FOR CONSTRUCTION PHASING REQUIREMENTS.

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AutoCAD SHX Text PROVIDE HDMI CABLE FROM WALL PORT TO ABOVE CEILING FOR CONNECTION TO OWNER FURNISHED SMARTBOARD OR PROJECTOR. CONFIRM EXACT LOCATION AND CABLE END CONNECTION TYPES WITH ACTUAL EQUIPMENT INSTALLED. PROVIDE RACEWAY ON WALL FOR HDMI & POWER CABLES TO WALL SMARTBOARD OR PROJECTORS. PROVIDE HDMI PORT IN RECESSED WALL BOX FOR CONNECTION TO TRAINER'S LAPTOP. CONFIRM EXACT LOCATION AND CABLE END CONNECTION TYPES WITH ACTUAL EQUIPMENT INSTALLED. PROVIDE HDMI PORT IN SURFACE MOUNTED BOX FOR CONNECTION TO TRAINER'S LAPTOP. PROVIDE RACEWAY ON WALL TO CONCEAL CABLES. COORDINATE EXACT LOCATION AND CABLE END CONNECTION TYPES WITH ACTUAL EQUIPMENT INSTALLED.

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A AREA A - ELECTRICAL NEW WORK PLAN

1/4"=1'-0"

1' 2'0' 8'4'

SCALE 1/4"=1'-0"

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%%UGENERAL NOTES

AutoCAD SHX Text PROVIDE NEW RECEPTACLE. COORDINATE THE EXACT LOCATION WITH OWNER. PROVIDE NEW RECEPTACLE IN EXISTING OUTLET BOX. REPLACE OUTLET BOX AND CONDUIT IF NECESSARY. PROVIDE RECEPTACLE ABOVE CEILING FOR PROJECTION EQUIPMENT. COORDINATE EXACT LOCATION WITH OWNER. PROVIDE RECEPTACLE ABOVE CEILING FOR CEILING MOUNTED WIFI ROUTER. COORDINATE EXACT LOCATION WITH THE TELECOMM CONTRACTOR. PROVIDE CIRCUITRY AND MOTOR RATED TOGGLE SWITCH FOR NEW UNIT HEATER ABOVE CEILING. COORDINATE WITH MECHANICAL CONTRACTOR. PROVIDE CIRCUITRY AND MOTOR RATED TOGGLE SWITCH FOR CONTROL POWER TO NEW TERMINAL UNIT. COORDINATE WITH MECHANICAL CONTRACTOR. PROVIDE CIRCUITRY AND MOTOR RATED TOGGLE SWITCH FOR NEW CABINET UNIT HEATER. LOCATE SWITCH IN AN ACCESSIBLE LOCATION ABOVE CEILING. COORDINATE WITH MECHANICAL CONTRACTOR PROVIDE FLUSH FLOOR RECEPTACLE BOX. PROVIDE NEW CIRCUITRY IN EXISTING CONCRETE FLOOR SLAB. CUT, PATCH AND REPAIR EXISTING FLOOR SLAB AS DIRECTED BY STRUCTURAL ENGINEER. LOCATE OUTLET BOX ADJACENT TO NEW TELECOMM FLOOR BOX. RE: B3/S-001. COORDINATE WITH TELECOMM CONTRACTOR. COORDINATE EXACT LOCATION WITH CONTRACTING OFFICER.

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1. DRAWINGS ARE DIAGRAMMATIC ONLY AND REPRESENT GENERAL SCOPE OF WORK. DRAWINGS ARE DIAGRAMMATIC ONLY AND REPRESENT GENERAL SCOPE OF WORK. CONTRACTOR IS RESPONSIBLE TO REVIEW ALL CONSTRUCTION DRAWINGS AND SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS THAT MAY NOT BE SPECIFICALLY CALLED OUT IN THIS PORTION OF THE CONSTRUCTION DOCUMENTS. NOTIFY CONTRACTING OFFICER OF ANY CONFLICTS OR DISCREPANCIES PRIOR TO BID. 2. THIS DRAWING SHALL NOT BE CONSIDERED "AS-BUILT". INFORMATION SHOWN IS THIS DRAWING SHALL NOT BE CONSIDERED "AS-BUILT". INFORMATION SHOWN IS INTENDED TO EXPRESS THE GENERAL LAYOUT OF THE EXISTING ELECTRICAL SYSTEM AND THE SCOPE OF WORK TO BE PERFORMED. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AT THE PROJECT SITE AND TO PERFORM THE WORK AS REQUIRED TO MEET THE EXISTING CONDITIONS AND THE INTENT OF THE WORK INDICATED. 3. SEE ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR WALL PENETRATION SEE ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR WALL PENETRATION REQUIREMENTS. 4. CONTRACTOR SHALL REMOVE AND REPLACE EXISTING RECEPTACLE BOX AS CONTRACTOR SHALL REMOVE AND REPLACE EXISTING RECEPTACLE BOX AS REQUIRED TO ACCOMMODATE QUANTITY OF RECEPTACLES SHOWN ON PLANS. CONTRACTOR MAY REUSE EXISTING CONDUIT IN WALL IF SIZE, LOCATION AND CONDITION ARE CODE COMPLIANT. 5. CONTRACTOR SHALL CUT, REMOVE AND REPLACE SECTION(S) OF EXISTING DRYWALL CONTRACTOR SHALL CUT, REMOVE AND REPLACE SECTION(S) OF EXISTING DRYWALL AS REQUIRED TO COMPLETE WORK DESCRIBED HEREIN. SEE ARCHITECTURAL DRAWINGS FOR WALL PATCHING AND REPAIR REQUIREMENTS. 6. SEE SHEETS AD101 AND MEP01 FOR CONSTRUCTION PHASING AND TEMPORARY SEE SHEETS AD101 AND MEP01 FOR CONSTRUCTION PHASING AND TEMPORARY POWER REQUIREMENTS. 7. ALL RECEPTACLES AND RACEWAYS SHALL BE RECESSED IN EXISTING WALLS. ALL RECEPTACLES AND RACEWAYS SHALL BE RECESSED IN EXISTING WALLS. PROVIDE SURFACE MOUNTED RECEPTACLE AND RACEWAY ONLY AT LOCATIONS WHERE EXISTING WALL TYPES PROHIBIT RECESSED INSTALLATION.

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1. DRAWINGS ARE DIAGRAMMATIC ONLY AND REPRESENT GENERAL SCOPE OF WORK. DRAWINGS ARE DIAGRAMMATIC ONLY AND REPRESENT GENERAL SCOPE OF WORK. CONTRACTOR IS RESPONSIBLE TO REVIEW ALL CONSTRUCTION DRAWINGS AND SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS THAT MAY NOT BE SPECIFICALLY CALLED OUT IN THIS PORTION OF THE CONSTRUCTION DOCUMENTS. NOTIFY CONTRACTING OFFICER OF ANY CONFLICTS OR DISCREPANCIES PRIOR TO BID. 2. THIS DRAWING SHALL NOT BE CONSIDERED "AS-BUILT". INFORMATION SHOWN IS THIS DRAWING SHALL NOT BE CONSIDERED "AS-BUILT". INFORMATION SHOWN IS INTENDED TO EXPRESS THE GENERAL LAYOUT OF THE EXISTING ELECTRICAL SYSTEM AND THE SCOPE OF WORK TO BE PERFORMED. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AT THE PROJECT SITE AND TO PERFORM THE WORK AS REQUIRED TO MEET THE EXISTING CONDITIONS AND THE INTENT OF THE WORK INDICATED. 3. SEE ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR WALL PENETRATION SEE ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR WALL PENETRATION REQUIREMENTS. 4. CONTRACTOR SHALL REMOVE AND REPLACE EXISTING RECEPTACLE BOX AS CONTRACTOR SHALL REMOVE AND REPLACE EXISTING RECEPTACLE BOX AS REQUIRED TO ACCOMMODATE QUANTITY OF RECEPTACLES SHOWN ON PLANS. CONTRACTOR MAY REUSE EXISTING CONDUIT IN WALL IF SIZE, LOCATION AND CONDITION ARE CODE COMPLIANT. 5. CONTRACTOR SHALL CUT, REMOVE AND REPLACE SECTION(S) OF EXISTING DRYWALL CONTRACTOR SHALL CUT, REMOVE AND REPLACE SECTION(S) OF EXISTING DRYWALL AS REQUIRED TO COMPLETE WORK DESCRIBED HEREIN. SEE ARCHITECTURAL DRAWINGS FOR WALL PATCHING AND REPAIR REQUIREMENTS. 6. SEE SHEETS AD101 AND MEP01 FOR CONSTRUCTION PHASING AND TEMPORARY SEE SHEETS AD101 AND MEP01 FOR CONSTRUCTION PHASING AND TEMPORARY POWER REQUIREMENTS. 7. ALL RECEPTACLES AND RACEWAYS SHALL BE RECESSED IN EXISTING WALLS. ALL RECEPTACLES AND RACEWAYS SHALL BE RECESSED IN EXISTING WALLS. PROVIDE SURFACE MOUNTED RECEPTACLE AND RACEWAY ONLY AT LOCATIONS WHERE EXISTING WALL TYPES PROHIBIT RECESSED INSTALLATION.

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SEE SHEET E-401 FOR MECHANICAL ROOM PLAN

AutoCAD SHX Text PROVIDE NEW RECEPTACLE. COORDINATE THE EXACT LOCATION WITH OWNER. PROVIDE NEW RECEPTACLE IN EXISTING OUTLET BOX. REPLACE OUTLET BOX AND CONDUIT IF NECESSARY. PROVIDE RECEPTACLE ABOVE CEILING FOR PROJECTION EQUIPMENT. COORDINATE EXACT LOCATION WITH OWNER. PROVIDE RECEPTACLE ABOVE CEILING FOR CEILING MOUNTED WIFI ROUTER. COORDINATE EXACT LOCATION WITH THE TELECOM CONTRACTOR. PROVIDE CIRCUITRY AND MOTOR RATED TOGGLE SWITCH FOR NEW UNIT HEATER ABOVE CEILING. COORDINATE WITH MECHANICAL CONTRACTOR. PROVIDE CIRCUITRY AND MOTOR RATED TOGGLE SWITCH FOR CONTROL POWER TO NEW TERMINAL UNIT. COORDINATE WITH MECHANICAL CONTRACTOR. PROVIDE CIRCUITRY AND MOTOR RATED TOGGLE SWITCH FOR NEW CABINET UNIT HEATER. LOCATE SWITCH IN AN ACCESSIBLE LOCATION ABOVE CEILING. COORDINATE WITH MECHANICAL CONTRACTOR PROVIDE FLUSH FLOOR RECEPTACLE BOX. PROVIDE NEW CIRCUITRY IN EXISTING CONCRETE FLOOR SLAB. CUT, PATCH AND REPAIR EXISTING FLOOR SLAB AS DIRECTED BY STRUCTURAL ENGINEER. LOCATE OUTLET BOX ADJACENT TO NEW TELECOM FLOOR BOX. RE: B3/S-001. COORDINATE WITH TELECOM CONTRACTOR. COORDINATE EXACT LOCATION WITH CONTRACTING OFFICER. EXISTING RECEPTACLE AND CIRCUITRY TO REMAIN AS IS. PROVIDE NON-FUSED DISCONNECT SWITCH BELOW COUNTER FOR NEW WATER HEATER. SEE EQUIPMENT CONNECTION SCHEDULE SHEET E-601. COORDINATE WITH OTHER TRADES. PROVIDE MOTOR RATED TOGGLE SWITCH FOR CONTROL FOR NEW EXHAUST FAN. EXISTING CIRCUIT TO REMAIN. COORDINATE WITH MECHANICAL CONTRACTOR.

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TRAINER

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A AREA C - ELECTRICAL NEW WORK PLAN

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1. DRAWINGS ARE DIAGRAMMATIC ONLY AND REPRESENT GENERAL SCOPE OF DRAWINGS ARE DIAGRAMMATIC ONLY AND REPRESENT GENERAL SCOPE OF WORK. CONTRACTOR IS RESPONSIBLE TO REVIEW ALL CONSTRUCTION DRAWINGS AND SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS THAT MAY NOT BE SPECIFICALLY CALLED OUT IN THIS PORTION OF THE CONSTRUCTION DOCUMENTS. NOTIFY CONTRACTING OFFICER OF ANY CONFLICTS OR DISCREPANCIES PRIOR TO BID. 2. THIS DRAWING SHALL NOT BE CONSIDERED "AS-BUILT". INFORMATION THIS DRAWING SHALL NOT BE CONSIDERED "AS-BUILT". INFORMATION SHOWN IS INTENDED TO EXPRESS THE GENERAL LAYOUT OF THE EXISTING ELECTRICAL SYSTEM AND THE SCOPE OF WORK TO BE PERFORMED. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AT THE PROJECT SITE AND TO PERFORM THE WORK AS REQUIRED TO MEET THE EXISTING CONDITIONS AND THE INTENT OF THE WORK INDICATED. 3. SEE ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR WALL PENETRATION SEE ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR WALL PENETRATION REQUIREMENTS. 4. CONTRACTOR SHALL REMOVE AND REPLACE EXISTING RECEPTACLE BOX AS CONTRACTOR SHALL REMOVE AND REPLACE EXISTING RECEPTACLE BOX AS REQUIRED TO ACCOMMODATE QUANTITY OF RECEPTACLES SHOWN ON PLANS. CONTRACTOR MAY REUSE EXISTING CONDUIT IN WALL IF SIZE, LOCATION AND CONDITION ARE CODE COMPLIANT. 5. CONTRACTOR SHALL CUT, REMOVE AND REPLACE SECTION(S) OF EXISTING CONTRACTOR SHALL CUT, REMOVE AND REPLACE SECTION(S) OF EXISTING DRYWALL AS REQUIRED TO COMPLETE WORK DESCRIBED HEREIN. SEE ARCHITECTURAL DRAWINGS FOR WALL PATCHING AND REPAIR REQUIREMENTS. 6. ROOM 99 WILL BE OCCUPIED WITH OWNER'S EQUIPMENT AT TIME OF ROOM 99 WILL BE OCCUPIED WITH OWNER'S EQUIPMENT AT TIME OF CONTRACTION. CONTRACTORS FROM ALL TRADES MUST EXERCISE GREAT CARE AND EMPLOY ALL NECESSARY SAFEGUARDS TO PROTECT OWNER'S EQUIPMENT FROM DUST AND DAMAGE AT ALL TIMES DURING CONSTRUCTION. PROVIDE DUST PROTECTION AND SCAFFOLDING AS REQUIRED TO COMPLETE THE WORK DESCRIBED HEREIN. 7. SEE SHEETS AD101 AND MEP01 FOR CONSTRUCTION PHASING AND SEE SHEETS AD101 AND MEP01 FOR CONSTRUCTION PHASING AND TEMPORARY POWER REQUIREMENTS. 8. ALL RECEPTACLES AND RACEWAYS SHALL BE RECESSED IN EXISTING WALLS. ALL RECEPTACLES AND RACEWAYS SHALL BE RECESSED IN EXISTING WALLS. PROVIDE SURFACE MOUNTED RECEPTACLE AND RACEWAY ONLY AT LOCATIONS WHERE EXISTING WALL TYPES PROHIBIT RECESSED INSTALLATION.

AutoCAD SHX Text PROVIDE NEW RECEPTACLE. COORDINATE THE EXACT LOCATION WITH OWNER. PROVIDE NEW RECEPTACLE IN EXISTING OUTLET BOX. REPLACE OUTLET BOX AND CONDUIT IF NECESSARY. PROVIDE RECEPTACLE ABOVE CEILING FOR PROJECTION EQUIPMENT. COORDINATE EXACT LOCATION WITH OWNER. PROVIDE RECEPTACLE ABOVE CEILING FOR CEILING MOUNTED WIFI ROUTER. COORDINATE EXACT LOCATION WITH THE TELECOMM CONTRACTOR. PROVIDE CIRCUITRY AND MOTOR RATED TOGGLE SWITCH FOR NEW UNIT HEATER. COORDINATE WITH MECHANICAL CONTRACTOR. PROVIDE CIRCUITRY AND MOTOR RATED TOGGLE SWITCH FOR CONTROL POWER TO NEW TERMINAL UNIT. COORDINATE WITH MECHANICAL CONTRACTOR. PROVIDE CIRCUITRY AND MOTOR RATED TOGGLE SWITCH FOR NEW VENTILATION. LOCATE SWITCH IN AN ACCESSIBLE LOCATION ABOVE CEILING. COORDINATE WITH MECHANICAL CONTRACTOR PEXISTING PANELBOARD TO REMAIN. THE POWER SOURCE FOR THESE PANELS IS ASSUMED TO BE FROM THE BUILDING MAIN SWITCHBOARD BUT COULD NOT BE VERIFIED DURING DESIGN. CONTRACTOR SHALL FIELD VERIFY AND CONFIRM PRIOR TO COMMENCING WORK. NOTIFY CONTRACTOR OFFICER IF PANELS ARE FED FROM ANOTHER SOURCE.. PANELBOARD SHALL REMAIN FULLY OPERATIONAL FOR THE DURATION OF THE PROJECT. PROVIDE TEMPORARY POWER AS REQUIRED. PROVIDE NEW SURFACE MOUNTED RECEPTACLE AND RACEWAY ON WALL.

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File details come from the government source that posted it. Updated Nov 5, 2021.