S02-21_06_30_VA Pharmacy Overall Plans_Part4.pdf

PDF 15 MB Posted Sep 30, 2021

Attached to: Y1AZ--674A4-18-105 Relocate Pharmacy Bldg. 15
Solicitation number: 36C25721B0028
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 17

About this file

Written by GovTribe AI · Dec 27, 2023

This document provides details for a federal contract solicitation to relocate a pharmacy building at the Waco Veterans Affairs Health Care System. The solicitation number is 36C25721B0028 and seeks construction services to move Pharmacy operations to Building 15. The project magnitude is estimated between $2 million to $5 million. This opportunity is a 100% set-aside for Service-Disabled Veteran-Owned Small Businesses. Offerors must be verified as SDVOSBs by the Department of Veterans Affairs Center for Verification and Evaluation prior to proposal submission. The point of contact for this project is Barbara Dustin of the Veterans Health Administration Veterans Integrated Service Network 17. A request for quote is expected to be posted on September 15, 2021.

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110 109

MENDEZ NGINEERINGE

Registration # F-14070 12950 Country Parkway, Suite 120 San Antonio, Texas 78216 Office: 210-802-0808 www.MendezEngineering.com

MRB group

BUILDING SECTION 1/8" = 1'-0" 1

PARTIAL NORTH ELEVATION 1/8" = 1'-0" 5

WEST ELEVATION 1/8" = 1'-0" 6

SOUTH ELEVATION 1/8" = 1'-0" 7

ENLGD SECTION 1/2" = 1'-0" 2WALL SECTION 1/2" = 1'-0" 3WALL SECTION 1/2" = 1'-0" 4

303 W Calhoun Ave., Temple, Texas 76501 Phone: 254-771-2054 Corporate Office: 145 Culver Road, Suite 160, Rochester, New York 14620

TBPE Firm Number: F-10615 www.mrbgroup.com

/2 9/

AutoCAD SHX Text

PHARMACY

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EXIST METAL ROOF AND R-10 INSULATION TO REMAIN (TYP)

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EXISTING R-PANEL WALL CAVITY W/ R-10 VINYL BACKED INSULATION TO REMAIN (TYP)

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4 BAY XR2 ROBOT

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WOMEN

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ENTRY

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BRACE CMU WALL EXTENSIONS TO STRUCTURE @ MIDPOINT @ 6'-0" O.C. MAX

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BRACE WALLS TO STRUCTURE @ 6'-0" O.C. MAX ALONG UNSUPPORTED RUNS (TYP)

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4 BAY XR2 ROBOT

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EXISTING STAIR TO REMAIN - NEW HANDRAIL PER CIVIL

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NEW ACCESSIBLE RAMP & HANDRAILS - RE: CIVIL

AutoCAD SHX Text 8x8 BREAK METAL CONDENSATE ENCOSURE W/ 1" FLANGES TO ATTACH TO EXISTING METAL BUILDING - EXTEND ENCLOSURE FROM BELOW GRADE TO OVER PIPE PENETRATION (APPROX. 14' AFF) - CONT. CAULK ALL JOINTS AND FULLY SEAL WALL PENETRATION

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EXISTING DOCK DOOR

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NEW GUARD AND HANDRAILS (TYP) - RE: CIVIL DRAWINGS

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NEW ACCESSIBLE STAIR & HANDRAILS - RE: CIVIL

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EXISTING STAIR WITH NEW HANDRAILS BEYOND

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EXISTING STAIR & NEW RAILS - RE: CIVIL

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NEW ACCESSIBLE RAMP, STAIR & HANDRAILS - RE: CIVIL

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NEW ACCESSIBLE STAIR & HANDRAILS - RE: CIVIL

AutoCAD SHX Text GRIND SLAB IN RECESSED DOORWAY FOR POSITIVE DRAINAGE - 1/8" PER 12" TO MEET AT EXIST 1.5" DEEP DRIP LEDGE

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EXIST POST TENSIONED SLAB

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R-PANEL SIDING & TRIM TO MATCH EXIST PROFILE & COLOR

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CONT. CAULK & WEATHERSEAL DOOR AT THRESHOLD & NEW WALL

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EXIST R-PANEL SIDING & TRIM TO REMAIN

AutoCAD SHX Text C 8x13.5 CHANNEL AROUND PERIMETER OF NEW OPENING - TIE IN EXIST PURLINS TO JAMBS & NEW TRIM FOR BOTTOMS OF EXIST PANELS (TYP NEW OPENINGS)

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SOFFIT PANELS ON HAT CHANNEL FRAME

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4" RUBBER BASE EA SIDE OF CMU WALL (TYP)

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8" CONC FILLED CMU BOND BEAM W/ (2) #4 REBAR @ 12'-8" (TYP)

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R-19 BATT INSULATION OVER LAY-IN TILE (TYP)

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EXPOSED CMU WALL W/ BLOCK FILLER & 2 COATS PAINT (TYP)

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EXTEND LEVEL 3 WALL TO DECK

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EXIST R-PANEL, INSULATION, PURLINS & 12' INTERIOR GYP WALLS TO REMAIN

AutoCAD SHX Text 5/8" GYPSUM BOARD ON 9ga EXPANDED METAL SPOT WELDED @ 6" O.C. TO 14ga 2-1/2" METAL STUDS @ 16" O.C. - SCREW THROUGH TO EXISTING METAL STUD FRAMING @ 16" 0.C.E.W. - (FULL HEIGHT OF WALL TO DECK INSIDE EXIST GYP WALL)

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CEILING - RE: A4.1

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CEILING - RE: A4.1

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CEILING - RE: A4.1

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CEILING - RE: A4.1

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CONSULTANTS:

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ARCHITECT/ENGINEERS:

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VA FORM 08-6231

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BUILDING ELEV / SECTION / WALL SECTIONS

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AutoCAD SHX Text Location: 4800 MEMORIAL DRIVE, WACO, TEXAS 76711

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AutoCAD SHX Text Office of Construction and Facilities Management

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AutoCAD SHX Text Site: DORIS MILLER VA MEDICAL CENTER

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BUILDING 15 RENOVATION - PHARMACY

AutoCAD SHX Text 674A-18-105

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AutoCAD SHX Text June 29, 2021

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1 2

A FB D E

MENDEZ NGINEERINGE

Registration # F-14070 12950 Country Parkway, Suite 120 San Antonio, Texas 78216 Office: 210-802-0808 www.MendezEngineering.com

MRB

303 W Calhoun Ave., Temple, Texas 76501 Phone: 254-771-2054

Corporate Office: 145 Culver Road, Suite 160, Rochester, New York 14620

TBPE Firm Number: F-10615 www.mrbgroup.com group

DOOR SCHEDULE NTS 1

DOOR FRAMES 1/4"=1'-0" 3

DOOR TYPES 1/4"=1'-0" 2

BREAKROOM ELEVATION 1/2"=1'-0" 4

CBOC 126 ELEVATIONS 1/2"=1'-0" 5

CASEWORK SECTION 1"=1'-0" 6CASEWORK SECTION 1"=1'-0" 7

CASEWORK SECTION 1"=1'-0" 9CASEWORK SECTION 1"=1'-0" 10 CASEWORK SECTION 1"=1'-0" 8CASEWORK SECTION 1"=1'-0" 11PASS THROUGH WINDOW 1"=1'-0" 12

COPY ROOM ELEVATION 1/2"=1'-0" 13

/2 9/

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NOTES

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SET

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MATL.

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HDWR.

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TYPE

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RATING

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WIDTH

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DOOR

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NO.

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DOOR SCHEDULE

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MTL

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REPLACE BASEMENT DOOR

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FULLY WELDED HM FRAME

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HOLLOW METAL DOOR - EXTERIOR OR INTERIOR

AutoCAD SHX Text ALL DOORS USED IN CONJUNCTION WITH FIRE EXITS SHALL BE ARRANGED TO BE READILY OPENED WITHOUT THE USE OF A KEY FROM THE SIDE FROM WHICH EGRESS IS MADE.

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FULLY WELDED HM FRAME - F.V. DIMS

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INTERIOR SOLID CORE WOOD DOOR

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INSULATED COILING METAL DOOR

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EXISTING DOOR - NEW HDW

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EMERGENCY EXIT ONLY

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VAULT DOOR W/ SCREEN

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RE: SPEC SECTIONS

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UL 752 - LEVEL 3 DOOR

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NEW OVERHEAD COILING DOOR

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PAIR HOLLOW METAL DOORS

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PAIR SOLID CORE WOOD DOORS

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ALL EXISTING DOORS & FRAMES TO BE PAINTED TO MATCH NEW COLOR SELECTION

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BLAST PRESSURE

ftp://image.autodesk.com/drawing/PLUG_2_EV.dwg ftp://image.autodesk.com/drawing/PLUG_2_EV.dwg ftp://image.autodesk.com/drawing/PLUG_2_EV.dwg ftp://image.autodesk.com/drawing/PLUG_2_EV.dwg ftp://image.autodesk.com/drawing/PLUG_2_EV.dwg ftp://image.autodesk.com/drawing/PLUG_2_EV.dwg ftp://image.autodesk.com/drawing/PLUG_2_EV.dwg ftp://image.autodesk.com/drawing/PLUG_2_EV.dwg ftp://image.autodesk.com/drawing/PLUG_2_EV.dwg ftp://image.autodesk.com/drawing/PLUG_2_EV.dwg ftp://image.autodesk.com/drawing/PLUG_2_EV.dwg ftp://image.autodesk.com/drawing/PLUG_2_EV.dwg ftp://image.autodesk.com/drawing/PLUG_2_EV.dwg ftp://image.autodesk.com/drawing/PLUG_2_EV.dwg ftp://image.autodesk.com/drawing/PLUG_2_EV.dwg ftp://image.autodesk.com/drawing/PLUG_2_EV.dwg ftp://image.autodesk.com/drawing/PLUG_2_EV.dwg ftp://image.autodesk.com/drawing/PLUG_2_EV.dwg ftp://image.autodesk.com/drawing/PLUG_2_EV.dwg ftp://image.autodesk.com/drawing/PLUG_2_EV.dwg ftp://image.autodesk.com/drawing/PLUG_2_EV.dwg ftp://image.autodesk.com/drawing/PLUG_2_EV.dwg ftp://image.autodesk.com/drawing/PLUG_2_EV.dwg ftp://image.autodesk.com/drawing/PLUG_2_EV.dwg ftp://image.autodesk.com/drawing/PLUG_2_EV.dwg ftp://image.autodesk.com/drawing/PLUG_2_EV.dwg ftp://image.autodesk.com/drawing/PLUG_2_EV.dwg ftp://image.autodesk.com/drawing/PLUG_2_EV.dwg ftp://image.autodesk.com/drawing/PLUG_2_EV.dwg ftp://image.autodesk.com/drawing/PLUG_2_EV.dwg ftp://image.autodesk.com/drawing/PLUG_2_EV.dwg ftp://image.autodesk.com/drawing/PLUG_2_EV.dwg ftp://image.autodesk.com/drawing/PLUG_2_EV.dwg ftp://image.autodesk.com/drawing/PLUG_2_EV.dwg ftp://image.autodesk.com/drawing/PLUG_2_EV.dwg ftp://image.autodesk.com/drawing/PLUG_2_EV.dwg ftp://image.autodesk.com/drawing/PLUG_2_EV.dwg ftp://image.autodesk.com/drawing/PLUG_2_EV.dwg ftp://image.autodesk.com/drawing/PLUG_2_EV.dwg ftp://image.autodesk.com/drawing/PLUG_2_EV.dwg ftp://image.autodesk.com/drawing/PLUG_2_EV.dwg ftp://image.autodesk.com/drawing/PLUG_2_EV.dwg ftp://image.autodesk.com/drawing/PLUG_2_EV.dwg ftp://image.autodesk.com/drawing/PLUG_2_EV.dwg ftp://image.autodesk.com/drawing/PLUG_2_EV.dwg ftp://image.autodesk.com/drawing/PLUG_2_EV.dwg ftp://image.autodesk.com/drawing/PLUG_2_EV.dwg ftp://image.autodesk.com/drawing/PLUG_2_EV.dwg ftp://image.autodesk.com/drawing/PLUG_2_EV.dwg ftp://image.autodesk.com/drawing/PLUG_2_EV.dwg ftp://image.autodesk.com/drawing/PLUG_2_EV.dwg AutoCAD SHX Text

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AutoCAD SHX Text A8.1

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AutoCAD SHX Text A8.1

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2 1/2" GROMMETS @ 2'-6" O.C. (TYP)

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2 1/2" GROMMETS @ 2'-6" O.C. (TYP)

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SLOPED TOP - TYP ALL UPPERS

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FULLY CONCEALED, 170 DEGREE OPENING HINGES

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CONT. CLEAT TOP & BOTTOM, AS REQUIRED

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WHITE MELAMINE ON " MDF 34" MDF CABINET INTERIOR (P.LAM INTERIOR AT OPEN SHELF)

AutoCAD SHX Text WHITE MELAMINE ON " MDF ADJ. 34" MDF ADJ. SHELF ON RECESSED ADJUSTABLE STDS. OR HOLES W/ PINS 2" O.C. (P.LAM SHELF AT OPEN FIXED SHELF)

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SOLID BLOCKING IN WALL

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P.LAM ON " MDF DOOR W/ 34" MDF DOOR W/ SPECIFIED PULL

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FULLY CONCEALED, 170 DEGREE OPENING HINGES

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12" SOLID SURFACE BACKSPLASH. BACKSPLASH. SEE ELEVATIONS.

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UNDERMOUNT SINK & FAUCET

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WHITE MELAMINE ON " 34" MDF CABINET INTERIOR

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INSULATE ALL PIPES

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P.LAM ON " MDF DOOR34" MDF DOOR

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FULLY CONCEALED 170°OPENING HINGES

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P.LAM ON RECESSED CAB. FRAMEWORK

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EXTEND SCHEDULED FLOORING & BASE UNDER SINK

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P.LAM BASE - ATTACH TOE KICK TO DOOR

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FINISHED FLOOR

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12" SOLID SURFACE TOP ON 34" WATER-RESISTANT PART. BOARD OR MDF WITH EASED EDGES

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SPECIFIED PULL

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FULL EXTENSION BALL BEARING GLIDES, 100 POUND RATING MIN.

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P.LAM VENEER ON RECESSED CABINET FRAMEWORK

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WHITE MELAMINE ON " PLYWD. BACK PANEL14" PLYWD. BACK PANEL

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FULLY CONCEALED 170° OPENING HINGES

AutoCAD SHX Text WHITE MELAMINE ON " MDF ADJUSTABLE 34" MDF ADJUSTABLE SHELF ON RECESSED ADJUSTABLE STDS. OR HOLES & PINS 2" O.C.

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WHITE MELAMINE ON " MDF CAB. INTERIOR34" MDF CAB. INTERIOR

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FINISHED FLOOR

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P.LAM DRAWER ON " MDF WITH SPECIFIED 34" MDF WITH SPECIFIED PULL

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P.LAM DOOR ON " MDF WITH SPECIFIED PULL34" MDF WITH SPECIFIED PULL

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PLAM ON 3/4" MDF BASE

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FULLY CONCEALED, 170 DEGREE OPENING HINGES

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CONT. CLEAT TOP & BOTTOM, AS REQUIRED

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WHITE MELAMINE ON " MDF 34" MDF CABINET INTERIOR (P.LAM INTERIOR AT OPEN SHELF)

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SOLID BLOCKING IN WALL

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P.LAM ON " MDF DOOR W/ 34" MDF DOOR W/ SPECIFIED PULL

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MICROWAVE BY OWNER

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CLEAR

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P.LAM ON " MDF SHELF, 34" MDF SHELF, FINISHED ON ALL EXPOSED FACES

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RECEPTACLE FOR MICROWAVE

AutoCAD SHX Text 12" SOLID SURFACE TOP ON " WATER 34" WATER RESISTANT PART. BOARD OR MDF WITH QUARTER ROUND EDGE

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12" SOLID SURFACE BACKSPLASH. SEE BACKSPLASH. SEE ELEVATIONS.

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FINISHED FLOOR

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PLAM ON 3/4" MDF BASE

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SPECIFIED PULL

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PLAM ON 3/4" MDF FRONT

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WHITE MELAMINE INTERIOR (TYP)

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WHITE PLAM ON 3/4" MDF TRASH SHELF ON ACCURIDE HEAVY-DUTY GLIDES - MODEL #4033

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G.C. TO PROVIDE COORDINATING TO PROVIDE COORDINATING TRASH RECEPTACLE

AutoCAD SHX Text 12" SOLID SURFACE TOP ON " 34" WATER-RESISTANT PART. BOARD OR MDF WITH EASED EDGES

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12" SOLID SURFACE BACKSPLASH. BACKSPLASH. SEE ELEVATIONS.

AutoCAD SHX Text 12" SOLID SURFACE TOP WITH EASED EDGES ON 34" WATER-RESISTANT PART. BOARD OR MDF - CAULK TO WALL (TYP)

AutoCAD SHX Text 1 1/2" TUBE STEEL LEGS W/ END CAPS & 1x1 BRACE - FULLY WELD & GRIND ALL JOINTS - PROVIDE WALL BACKING AS REQUIRED

AutoCAD SHX Text 12" SOLID SURFACE TOP ON " WATER-RESISTANT 34" WATER-RESISTANT PART. BOARD OR MDF (EASE ALL EDGES)

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STEEL STRAP BACKING BETWEEN 6"-10" BELOW COUNTER

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INTERIOR WALL AS SCHEDULED

AutoCAD SHX Text 8"L x 2"W x 3/8" STEEL BRACES @ THIRD POINTS (BOTH SIDES)

AutoCAD SHX Text ANGLED TOP PLATE WITH FINISHED ENDS WHERE OPEN - PROVIDE INTERIOR BRACES @ 3'-0" O.C. (TYP)

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TYP OF TWO (2) EACH BREAKROOM

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GARBAGE DISPOSAL

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2 1/2" GROMMETS @ 2'-6" O.C. (TYP)

AutoCAD SHX Text A8.1

AutoCAD SHX Text

AutoCAD SHX Text A8.1

AutoCAD SHX Text

SLOPED TOP - TYP ALL UPPERS

AutoCAD SHX Text 12"

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

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AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

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AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

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AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

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CONSULTANTS:

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ARCHITECT/ENGINEERS:

AutoCAD SHX Text one eighth inch = one foot

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AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text Department of Veterans Affairs Certified

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

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SCHEDULES / DETAILS / CASEWORK

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location: 4800 MEMORIAL DRIVE, WACO, TEXAS 76711

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text A-4.1

AutoCAD SHX Text Site: DORIS MILLER VA MEDICAL CENTER

AutoCAD SHX Text

BUILDING 15 RENOVATION - PHARMACY

AutoCAD SHX Text 674A-18-105

AutoCAD SHX Text rs

AutoCAD SHX Text June 29, 2021

106 110

116107

112 114

MENDEZ NGINEERINGE

Registration # F-14070 12950 Country Parkway, Suite 120 San Antonio, Texas 78216 Office: 210-802-0808 www.MendezEngineering.com

MRB group

FLOOR FINISH PLAN 1/8" = 1'-0" 1

303 W Calhoun Ave., Temple, Texas 76501 Phone: 254-771-2054 Corporate Office: 145 Culver Road, Suite 160, Rochester, New York 14620

TBPE Firm Number: F-10615 www.mrbgroup.com

/2 9/

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DOCK

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ELECTRICAL

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MECHANICAL

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FIRE

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RISER

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CORR

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ENTRY

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CORRIDOR

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PHARMACY

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VESTIBULE

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MENS

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WOMENS

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EMS

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SUPPLY/

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PROCUREMENT

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CUBICLES

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OI&T

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CORR

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CONFERENCE

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BREAK RM

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PHARMACIST

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OFFICE

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VAULT

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EMS STORAGE

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A/O OFFICE

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PHARMACIST

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INP

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SUPVSR

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CACHE

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CBOC

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REPRODUCTION

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ASST. CHIEF

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CHIEF

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PHARMACIST

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CORR

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MAIL

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ROOM

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BREAK

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ROOM

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TOILET

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COPIER

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VEST

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STORAGE

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CORR

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WSF-1

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WSF-2

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WSF-3

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WSF-3

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WSF-3

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WSF-3

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WSF-3

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WSF-1 FORBO

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WSF-2 FORBO

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WSF-3 FORBO

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SHITAKE T3233

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ROSATO T3120

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FOREST GROUND

AutoCAD SHX Text T3234

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PPT-1

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OLIVE GREY

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CP-1

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TREE LINE

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TREE LINE

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FLOORING KEY

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SCREENING

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ROOM

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text

CONSULTANTS:

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text Department of Veterans Affairs Certified

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text

FLOOR FINISH PLAN

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location: 4800 MEMORIAL DRIVE, WACO, TEXAS 76711

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text A-4.2

AutoCAD SHX Text Site: DORIS MILLER VA MEDICAL CENTER

AutoCAD SHX Text

BUILDING 15 RENOVATION - PHARMACY

AutoCAD SHX Text 674A-18-105

AutoCAD SHX Text rs

AutoCAD SHX Text June 29, 2021

106 110

116107

112 114

MENDEZ NGINEERINGE

Registration # F-14070 12950 Country Parkway, Suite 120 San Antonio, Texas 78216 Office: 210-802-0808 www.MendezEngineering.com

MRB group

PHYSICAL SECURITY PLAN 1/8" = 1'-0" 1

303 W Calhoun Ave., Temple, Texas 76501 Phone: 254-771-2054 Corporate Office: 145 Culver Road, Suite 160, Rochester, New York 14620

TBPE Firm Number: F-10615 www.mrbgroup.com

/2 9/

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GRAPHIC KEY FOR PHYSICAL SECURITY RELATED SYMBOLS:

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IR MOTION DETECTOR

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EXTERIOR CAMERA - FIXED - W/ FACIAL RECOGNITION

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EXTERIOR CAMERA - 270 DEG - MULTI SENSOR

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INTERIOR CAMERA - FIXED

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INTERIOR CAMERA - 360 DEG

AutoCAD SHX Text

DOCK

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ELECTRICAL

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MECHANICAL

AutoCAD SHX Text

FIRE

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RISER

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CORR

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ENTRY

AutoCAD SHX Text

CORRIDOR

AutoCAD SHX Text

PHARMACY

AutoCAD SHX Text

VESTIBULE

AutoCAD SHX Text

MENS

AutoCAD SHX Text

WOMENS

AutoCAD SHX Text

EMS

AutoCAD SHX Text

SUPPLY/

AutoCAD SHX Text

PROCUREMENT

AutoCAD SHX Text

CUBICLES

AutoCAD SHX Text

OI&T

AutoCAD SHX Text

CORR

AutoCAD SHX Text

CONFERENCE

AutoCAD SHX Text

BREAK RM

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PHARMACIST

AutoCAD SHX Text

OFFICE

AutoCAD SHX Text

VAULT

AutoCAD SHX Text

EMS STORAGE

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A/O OFFICE

AutoCAD SHX Text

PHARMACIST

AutoCAD SHX Text

INP

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SUPVSR

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CACHE

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CBOC

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REPRODUCTION

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ASST. CHIEF

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CHIEF

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PHARMACIST

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CORR

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MAIL

AutoCAD SHX Text

ROOM

AutoCAD SHX Text

BREAK

AutoCAD SHX Text

ROOM

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TOILET

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COPIER

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VEST

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STORAGE

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CORR

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EXTERIOR CAMERA - W/ BEHAVIOR ANALYTICS

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SCREENING

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ROOM

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AutoCAD SHX Text SITE SPECIFIC NOTES: 1. CONTRACTOR TO CONTRACT A LOW-VOLTAGE DESIGNER TO FINALIZE CONTRACTOR TO CONTRACT A LOW-VOLTAGE DESIGNER TO FINALIZE THE REQUIRED VIDEO ASSESSMENT SURVEILLANCE SYSTEMS (VASS) PER FORCE PROTECTION SECURITY CONSULTANTS' PHYSICAL SECURITY RISK ASSESSMENT FINALIZED ON OCTOBER 27, 2019. 2. PHYSICAL SECURITY RISK ASSESSMENT WAS PUT TOGETHER BY FRANK PHYSICAL SECURITY RISK ASSESSMENT WAS PUT TOGETHER BY FRANK FINLEY II, PSP AND CAN BE REACHED AT frank@force-protection.com AND/OR (502)836-4232 3. DEFAULT PACS IS DUAL-AUTHENTICATION PIV CARD READER AND PIN DEFAULT PACS IS DUAL-AUTHENTICATION PIV CARD READER AND PIN CODE KEYPAD, IN ONE 4. VAULT 124 AND CACHE 128 DOORS REQUIRE #2100 MAG LOCK, VAULT 124 AND CACHE 128 DOORS REQUIRE #2100 MAG LOCK, DUAL AUTHENTICATION PIV & BIOMETRICS (THUMBPRINT) PACS, ANTI-PROP ALARMED DOOR CONTACT, ALL INTERLOCKED WITH SSTV AND TIED TO SECURITY CONTROL CENTER.

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CARD READER

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AutoCAD SHX Text ROOM CONTAINS RELOCATED ACCESS CONTROL AND FIRE CONTROL PANELS AND NEW SECURITY PANEL

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ACP

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SCC

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FACP

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text

CONSULTANTS:

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text Department of Veterans Affairs Certified

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text

PHYSICAL SECURITY PLAN

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location: 4800 MEMORIAL DRIVE, WACO, TEXAS 76711

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text

QY-2.1

AutoCAD SHX Text Site: DORIS MILLER VA MEDICAL CENTER

AutoCAD SHX Text

BUILDING 15 RENOVATION - PHARMACY

AutoCAD SHX Text 674A-18-105

AutoCAD SHX Text rs

AutoCAD SHX Text June 29, 2021

208A

208B

REF ARCHITECTURAL FOR THE

REST OF THE FLOOR PLAN

#4 @ 12" O.C.E.W.

OPTIONAL COLD JOINT

KEY-WAY H Fw Tw Hw

3'<H<5' 4'-0" 2'-0" 1'-0"

7'<H<8' 7'-0" 4'-0" 2'-0"

5'<H<7' 5'-6" 3'-6" 1'-0"

2-EACH

#4 @ 12" O.C.E.W.

2-EACH

POUR BACK W/ SEALANT

EXPOSE REBAR,

OR DOWEL IN

ASSUMED 5" THICK

SLAB WITH MILD

REINFORCEMENT

INTERIOR WALL SHALL BE 8"

NOMINAL CMU WITH #6 AT 24 IN O.C.

EACH FACE. CLEAR COVER SHALL BE

2.75" FROM FACE OF CMU UNIT

WALL SHALL BE FULLY GROUTED

FFE: 560.60 FFE: 560.60

VERTICAL "L" DOWELS TO

MARCH VERTICAL REINFORCING.

EMBED 24" INTO FOUNDATION

WITH 12" SHORT LEG. PROJECT

30" INTO CMU.

FULL SHORE CUT SLAB DURING

CONSTRUCTION UNTIL SLAB IS

SUPPORTED ON FOUNDATION SHOULDERS

TOP BOND BEAM W/

(1)#5 BAR HORIZONTAL

8" CMU

5"X5"X1

4" EMBED PLATE

W/ (4) 12X4" HCA'S

L4"X2"X1

4" 4" LG W/ 14"

GUSSET PLATE

CUT TO FIT

WELD ALL COMPONENTS

WITH 14" FILLET WELD

ALL SIDES

EXISTING ROOF BEAM

EXISTING ROOF

TYPICAL C. M.U WALL REINFORCING - ELEVATION

MAX WALL

HEIGHT=10'-0"

(TOP OF WALL)

TYP. VERT. REINF.

ADDITIONAL JAMB

REINF. PER SCHEDULE

@ EA. SIDE OF

OPENING (TYP)

SCHEDULED LINTEL

REINF. ABOVE ALL

OPENINGS (TYP.)

LINE OF STRUCTURE (BELOW)

BOND BEAM SEE DETAIL

STRUCTURAL CMU DETAILS

S1.0

MENDEZ NGINEERINGE

Registration # F-14070 12950 Country Parkway, Suite 120 San Antonio, Texas 78216 Office: 210-802-0808 www.MendezEngineering.com U.S. Department of Veterans Affairs

OUTLIER ENGINEERING,INC.

240 Oak Court www.outliereng.com New Braunfels, TX 78132 Ph:830.837.0242 Firm Registration # 14384

GENERAL NOTES:

1.0 GENERAL

1.1 THIS FOUNDATION DESIGN IS SITE SPECIFIC AND MAY NOT BE USED FOR

DIFFERENT SITE LOCATIONS WITHOUT WRITTEN PERMISSION FROM M&S

ENGINEERING, LLC.

1.2 THIS FOUNDATION HAS BEEN DESIGNED AS A GROUND SUPPORTED CONCRETE

SLAB-ON-GRADE FOUNDATION, AND AS SUCH WILL MOVE WITH THE SOILS UPON

WHICH IT BEARS. THIS DESIGN IS INTENDED TO LIMIT SUCH MOVEMENT TO

WITHIN THE DEFLECTION TOLERANCES SET FORTH IN THE INTERNATIONAL

BUILDING CODE, EDITION IN FORCE AT TIME OF DESIGN.

1.3 DO NOT SCALE THIS DRAWING. THIS IS A SCHEMATIC PLAN TO BE USED TO

LOCATE AND IDENTIFY STRUCTURAL FOUNDATION ELEMENTS ONLY.

DIMENSIONAL CONTROL IS THE RESPONSIBILITY OF THE BUILDER AND

CONTRACTOR TO FOLLOW THE ARCHITECTURAL, DESIGNER PLANS, OR EXISTING

SITE CONDITIONS. USE THIS PLAN FOR PLACEMENT OF STRUCTURAL

FOUNDATION ELEMENTS ONLY.

1.4 THE BUILDER SHALL VERIFY ALL DIMENSIONS, SLAB DROP DEPTH AND LOCATIONS,

BRICK- LEDGE DEPTH AND LOCATIONS, DOOR LUG LENGTH, DEPTH AND

LOCATIONS, SLOPES, AND ALL OTHER NOTED ITEMS WITH THE ARCHITECTURAL

OR DESIGNER PLANS AND SHALL NOTIFY THE ARCHITECT OR DESIGNER AND M&S

IN WRITING OF ANY DISCREPANCY AND FOR DIRECTIONS TO RESOLVE THE

DISCREPANCY. THE ARCHITECTURAL OR DESIGNER PLANS TAKE PRECEDENCE

OVER THIS DRAWING IF ANY NON-STRUCTURAL DIMENSIONAL DISCREPANCY

EXISTS.

1.5 THE BUILDER SHALL COORDINATE THIS DRAWING WITH ALL STRUCTURAL, CIVIL,

ELECTRICAL, AND MECHANICAL PLANS FOR ALL OPENINGS, EMBEDDED ITEMS,

DROPS, OFFSETS, SLOPES, ETC. AND SHALL NOTIFY THE ARCHITECT OR DESIGNER

AND M&S IN WRITING OF ANY DISCREPANCY AND FOR DIRECTIONS TO RESOLVE

THE DISCREPANCY.

1.6 SEE SITE PLAN, ARCHITECTURAL PLAN, OR DESIGNER PLAN FOR ACTUAL

TOP-OF-SLAB FINISH FLOOR ELEVATION.

1.7 VERTICAL EXPANSION JOINTS SHALL BE INSTALLED IN BRICK VENEERS AND

STUCCO WALL FINISHES IN ACCORDANCE WITH CURRENT CODE REQUIREMENTS

OR AT A MAXIMUM SPACING OF 25 FEET PER RUN OF STRAIGHT WALL,

WHICHEVER IS LESS.

2.0 DESIGN DATA AND CRITERIA

2.1 THE FOUNDATION DESIGN UTILIZED GUIDANCE PROVIDED IN THE 2018 IBC.

2.2 GEOTECHNICAL INFORMATION: NONE AVAILABLE

2.3 STRUCTURAL FOUNDATION DESIGN LOADS:

LIVE LOAD:NONE: WALL IS VERTICAL

BLAST LOADING: PROVIDED BY DAVID R. WALTON, SE, SPECIALTY ENGINEER

BASIC WIND SPEED: N/A INTERIOR WALL

2.4 SEISMIC DESIGN PARAMETERS : N/A: RENOVATION

3.0 SITE PREPARATION AND DRAINAGE

3.1 CRAWL SPACE SURFACE DRAINAGE DURING CONSTRUCTION IS VERY IMPORTANT

IN CONTROLLING MOISTURE. BUILDER SHALL PROVIDE POSITIVE DRAINAGE

AWAY FROM THE FOUNDATION AND IN GENERAL NOT DISTURB THE UNDER SLAB

DRAINAGE PATTERN.

3.2 THE BUILDER IS RESPONSIBLE FOR CONSTRUCTION OF FINAL SURFACE DRAINAGE

PATTERN TO PREVENT PONDING AND LIMIT SURFACE WATER INFILTRATION AT

THE FOUNDATION PERIMETER. OUTLIER IS NOT RESPONSIBLE FOR FOUNDATION

WITH INADEQUATE DRAINAGE AND/OR GROUND WATER COLLECTION

PROXIMATE TO THE FOUNDATION PERIMETER OR BENEATH THE FOUNDATION.

4.0 FOUNDATION CONSTRUCTION

4.1 THE FOUNDATION SHALL BE EMBEDDED AS SHOWN ON PLANS

4.2 SOIL FROM BEAM EXCAVATION AND OTHER SITE EXCAVATIONS SHALL NOT BE

USED AS FILL MATERIAL.

4.3 FILL MATERIAL SHALL BE COVERED AND PROTECTED FROM GETTING WET PRIOR

TO PLACEMENT IN THE FOUNDATION SLAB AREAS AND AFTER PLACEMENT IN THE

FOUNDATION SLAB AREAS.

4.4 TRENCHING SHALL BE EXCAVATED TO PROVIDE THE CROSS SECTION INDICATED.

BEAM AND SLAB DEPTHS AND WIDTHS AS INDICATED ARE MINIMUM

ACCEPTABLE SIZES. LARGER SIZE BEAMS AND SLABS FORMED BY LESS ACCURATE

TRENCHING MAY REQUIRE ADDITIONAL REINFORCING NOT SHOWN WHICH SHALL

BE DETERMINED BY THE ENGINEER DURING CONSTRUCTION REVIEW. ALL LOOSE

DIRT FROM SIDES AND BOTTOMS OF TRENCHES SHALL BE REMOVED. HAUNCHES

SHALL BE CUT ON EACH SIDE OF TRENCHES OF ADEQUATE SIZE TO MAINTAIN THE

VERTICAL SIDES OF THE TRENCH.

4.5 SELECT FILL SHALL COMPLY WITH TXDOT STANDARD SPECIFICATION 247, TYPE A

OR B, GRADE 1 OR 2.

4.7 THE CONTRACTOR AND/OR BUILDER IS RESPONSIBLE FOR THE STABILITY OF ALL

SLAB FILL MATERIAL.

4.10 REMOVE FREE WATER FROM BEAM TRENCHES AND ALL OTHER EXCAVATIONS

BEFORE PLACING CONCRETE. CLEAN BOTTOM OF BEAM TRENCHES OF LOOSE

SOIL, ROOTS, GRAVEL, AND ALL DEBRIS PRIOR TO PLACING CONCRETE. CONCRETE

SHALL NOT BE PLACED ON SOILS THAT HAVE BEEN DISTURBED BY RAINFALL OR

WATER SEEPAGE.

4.11 FORMWORK SHORING SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST

EDITION OF THE AMERICAN CONCRETE INSTITUTE (ACI) ACI 347, "STANDARD FOR

DESIGN AND PLACEMENT OF CONCRETE FORMWORK”.

4.12 ALL CONCRETE SHALL BE PLACED IN ACCORDANCE WITH ACI 302.1R.

4.13 PROPER CURING OF ALL CONCRETE SURFACES SHALL BE PROVIDED BY THE

BUILDER AND IN ACCORDANCE WITH THE LATEST EDITION OF ACI 308,

"STANDARD PRACTICE FOR CURING CONCRETE." IF SPRAY-ON CURING

COMPOUNDS ARE USED, THEY NEED TO BE COMPATIBLE WITH SUBSEQUENT

FINISH APPLICATIONS.

4.14 DO NOT PLACE CONCRETE WHEN TEMPERATURE IS BELOW 40 DEGREES

FAHRENHEIT UNLESS COLD WEATHER CONCRETE PROCEDURES ARE FOLLOWED.

CALCIUM CHLORIDE SHALL NOT BE USED. PROVIDE SPECIAL CARE TO PREVENT

HIGH TEMPERATURES DURING HOT WEATHER CONDITIONS IN FRESH CONCRETE.

USE WATER REDUCING SET RETARDING ADMIXTURES IN SUCH QUANTITIES AS

SPECIFICALLY RECOMMENDED BY THE MANUFACTURER TO ASSURE THE

CONCRETE REMAINS WORKABLE.

4.15 SCHEDULING OF CONCRETE DELIVERY SHALL BE SUCH TO PREVENT PLACED

CONCRETE FROM HARDENING PRIOR TO PLACEMENT OF ADDITIONAL FRESH

CONCRETE. NO HORIZONTAL JOINTS WILL BE PERMITTED IN THE CONCRETE

EXCEPT AS NOTED. THE BUILDER SHALL CONTACT M&S PRIOR TO PLACING ANY

CONCRETE IF CONSTRUCTION JOINTS ARE REQUIRED.

5.0 CONCRETE AND REINFORCING STEEL

5.1 ALL CONCRETE AND REINFORCING STEEL SHALL MEET LATEST EDITION OF ASTM

A615 AND ACI 117 "STANDARD TOLERANCES FOR CONCRETE CONSTRUCTION

AND MATERIALS".

5.2 WHILE SOME SHRINKAGE CRACKING IS TO BE EXPECTED IN THE CONCRETE, IT HAS

BEEN SHOWN TO BE SIGNIFICANTLY REDUCED THROUGH PROPER CURING

PROCEDURES AND PROPER CONTROL OF ADMIXTURES. ONLY THOSE

ADMIXTURES HAVING SPECIFIC WRITTEN AUTHORIZATION OF THE DESIGN

ENGINEER SHALL BE INTRODUCED WITH THE CONCRETE MIX.

5.3 TESTING SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDER, AND ANY

SUBSTANDARD STRENGTHS SHALL BE REPORTED TO ENGINEER.

5.4 CONCRETE SHALL BE PLACED IN ACCORDANCE WITH LATEST EDITION OF ACI 301

"SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS".

5.5 FOUNDATION CONCRETE COMPRESSIBLE STRENGTH SHALL BE 3000 PSI MINIMUM

STRENGTH AT 28 DAYS.

5.6 CEMENT SHALL BE TYPE 1 (GRAY) PORTLAND. MAXIMUM WATER CEMENT RATIO

SHALL BE 0.5 AND A SLUMP RANGE OF 2 TO 5 INCHES. CONTRACTOR SHALL

SATISFY HIMSELF THAT THE MIX DESIGN IS ACCEPTABLE FOR ITS INTENDED

PURPOSE. FLY ASH SHALL BE BORAL MATERIALS CLASS C AND SHALL NOT EXCEED

20PERCENT CEMENTITIOUS MATERIAL BY WEIGHT. WATER REDUCING

ADMIXTURES SHALL COMPLY WITH ASTMC494. MAXIMUM AGGREGATE SHALL BE

1 1/8INCHES. THE PROPORTIONS OF MATERIALS AND ADMIXTURES INFLUENCE

THE CONCRETE STRENGTH ALONG WITH THE MEANS AND METHODS OF

CONSTRUCTION.

5.7 REINFORCING STEEL SHALL MEET LATEST EDITION OF ASTM A-615, GRADE 60

DEFORMED BARS. #3 BARS MAY BE GRADE 40.

5.8 WELDED WIRE MESH (WWM) SHALL MEET LATEST EDITION OF ASTM A-185 OR

ASTM A-497. USE FLAT SHEETS ONLY. ALL LAPS TO BE 2 FULL SQUARES.

5.9 ALL REINFORCEMENT SHALL BE SECURELY SUPPORTED AT 48" O.C. TO PREVENT

VERTICAL AND HORIZONTAL MOVEMENT DURING THE PLACEMENT OF

CONCRETE. METAL, PLASTIC, CONCRETE, OR MASONRY CHAIRS MAY BE USED TO

SUPPORT REINFORCEMENT. SLAB REINFORCING SHALL BE CENTERED IN

CONCRETE SLAB THICKNESS.

5.10 REINFORCING BARS SHALL BE TIED AT EVERY OTHER INTERSECTION AND

SUPPORTED AT 48 INCHES O.C. WITH METAL, PLASTIC, CONCRETE, OR MASONRY

CHAIRS. EVERY STIRRUP BAR SHALL BE TIED AT BOTH TOP AND BOTTOM BEAM

REINFORCING BAR LOCATION. STIRRUPS ARE TO BE INSTALLED VERTICALLY.

ANGLED STIRRUPS ARE NOT PERMITTED.

5.11 ALL REINFORCING BARS SHALL HAVE A MINIMUM CLEAR COVER OF 3 INCHES

FROM EARTH AND 2 INCHES ELSEWHERE.

5.12 REINFORCING STEEL LAPS AND SPLICES SHALL BE A MINIMUM OF 30 BAR

DIAMETERS, BUT NO LESS THAN 12 INCHES. SPLICES OF THE TOP AND BOTTOM

BEAM REINFORCEMENT SHALL BE STAGGERED A MINIMUM OF 5 FEET.

5.13 ALL BEAM SIZES, SLAB THICKNESS, AND REINFORCING SIZES ARE A MINIMUM.

23.0 CONCRETE MASONRY NOTES:

23.1 ALL LOAD BEARING AND NON LOAD BEARING CONCRETE MASONRY SHALL BE IN

ACCORDANCE WITH ALL THE REQUIREMENTS OF THE LOCAL BUILDING CODES

AND THE NATIONAL CONCRETE MASONRY ASSOCIATION.

23.2 HOLLOW CONCRETE MASONRY UNITS SHALL BE GRADE N UNITS, CONFIRMING TO

ASTM C 90, LATEST EDITION.

23.3 MASONRY UNITS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI

WHEN TESTED IN ACCORDANCE WITH ASTM C-140, "METHODS OF SAMPLING

AND TESTING CONCRETE MASONRY UNITS. (f'M = 1500 psi)

23.4 MORTAR FOR MASONRY SHALL BE IN ACCORDANCE WITH ASTM C 270 TYPE "S"

EXCEPT ALL MORTAR BELOW GRADE SHALL BE TYPE "M".

23.5 REINFORCING STEEL SHALL CONF0RM TO ASTM A-615, GRADE 60.

23.6 UNLESS OTHERWISE NOTED, ALL LOAD BEARING MASONRY WALLS AND EXTERIOR

MASONRY WALLS SHALL BE REINFORCED WITH 9 GA, MILL GALVANIZED,

HORIZONTAL WIRE REINFORCEMENT (TRUSS TYPE) EMBEDDED IN MORTAR

JOINTS @ 16" O.C WIRE REINFORCEMENT SHALL CONFORM TO ASTM

DESIGNATION A-82, AND SHALL BE LAPPED AT LEAST 6" WITH AT LEAST ONE

CROSS WIRE WITHIN THE LAP.

23.7 GROUT FOR HOLLOW MASONRY UNITS SHALL BE IN ACCORDANCE WITH ASTM

C476, SHALL HAVE A 28 DAY COMPRESSIVE STRENGTH OF 3000 PSI AND SHALL BE

NORMAL WEIGHT PEA GRAVEL CONCRETE.

23.8 LOW LIFT CONSTRUCTION, MAXIMUM GROUT POUR HEIGHT IS 4'-0".

23.9 SPLICE WALL VERTICAL REINFORCEMENT 48 BAR DIAMETERS (2'-6" MIN.)

23.10 UNLESS NOTED OTHERWISE, MASONRY BLOCKS FILLED SOLID WITH CONCRETE

SHALL BE PROVIDED FOR BEARING UNDER STRUCTURAL MEMBERS IN

ACCORDANCE WITH THE FOLLOWING SCHEDULE:

(A) COURSES W/ (2) #5 VERT. UNDER OPEN WEB STEEL JOISTS

(B) COURSES W/ (3) #5 VERT. UNDER STEEL BEAMS (2'-0" EA. SIDE OF BEAM).

23.11 BOND BEAMS SHALL BE AT 4'0” MAX SPACING ON LOAD BEARING AND SHEAR

WALLS.

23.12 INTERIOR WALL SHALL BE 8” NOMINAL CMU WITH #6 AT 24 IN O.C. EACH FACE.

CLEAR COVER SHALL BE 2.75” FROM FACE OF CMU UNIT.

23.13 WALL SHALL BE FULLY GROUTED.

24.0 CONCRETE MASONRY LINTEL NOTES:

24.1 LINTEL DESIGN FOR THIS PROJECT ONLY.

24.2 PROVIDE 1'-4" MIN. BEARING @ EACH SUPPORT.

24.3 FOR OPENINGS LESS THAN 6'-0", PROVIDE AN 8" DEEP LINTEL. REINF. W/(2) #4

CONT. BOTTOM BARS.

24.4 REINF. BARS ARE LOCATED IN BOTTOM OF LINTEL BEAM.

24.5 FILL LINTEL BLOCK W/3000 PSI NOMINAL WEIGHT PEA GRAVEL CONCRETE.

24.6 OPENINGS LESS THAN 6'-0", REINF. VERT. CMU CELL EACH SIDE OF OPENINGS W/

(1) #5 VERTICAL.

TYPICAL CMU DETAIL

SCALE: 1" = 2'

SCREENING ROOM PLAN VIEW

N.T.S.'

7 JAN 2021

GENERAL ABBREVIATIONS

HVAC PIPING

HVAC EQUIPMENTHVAC SYMBOL SCHEDULE

CFM

DIFFUSERS SHALL HAVE 4-WAY DEFLECTIONS.

UNLESS NOTED OTHERWISE ALL SUPPLY AIR CEILING

QUANTITY TYPICAL

MARK

AIR DEVICES LEGEND

FLEX. DUCT SIZE

(SHOWN FOR

REFERENCE)

EA1

SA1

DIFFUSER DIRECTIONAL BLANK-OFFS ARE INDICATED WITH A HATCH

SUPPLY DIFFUSER

GRILLE

RETURN/EXHAUST

NO FLOW FROM THIS DIRECTION

CODE COMPLIANCE

MECHANICAL GENERAL NOTES

MECHANICAL GENERAL NOTES -

RENOVATIONS

MENDEZ NGINEERINGE

Registration # F-14070

12950 Country Parkway, Suite 120

San Antonio, Texas 78216

Office: 210-802-0808 www.MendezEngineering.com

Austin 811 Barton Springs Road, Suite 900, Austin, Texas 78704 p: 512.478.7286 f: 512.478.7441 San Antonio 4040 Broadway, Suite 200, San Antonio, Texas 78209 p: 210.224.6032 f: 210.224.6453

ENGINEERING FIRM:

O'CONNELL ROBERTSON

FIRM REGISTRATION NO. F-2708

O 'C

O N

, I N

M1.1

MECHANICAL SYMBOLS,

NOTES, & ABBREVIATIONS

06/30/21

\3 T ec hn ic al

\D w gs \V

A W

A C

O P

A C

Y\ Sh ee ts

\M ec ha ni ca l\

M 1.

A L

, N O

S, A

TIO

d w g sa ve d

:3 5:

M b y d jo hn so n pl ot te d

/2 9/

P M b y d an ie l jo hn so n

06/29/2021

DEMO NOTES :

MENDEZ NGINEERINGE

Registration # F-14070

12950 Country Parkway, Suite 120

San Antonio, Texas 78216

Office: 210-802-0808 www.MendezEngineering.com

Austin 811 Barton Springs Road, Suite 900, Austin, Texas 78704 p: 512.478.7286 f: 512.478.7441 San Antonio 4040 Broadway, Suite 200, San Antonio, Texas 78209 p: 210.224.6032 f: 210.224.6453

ENGINEERING FIRM:

O'CONNELL ROBERTSON

FIRM REGISTRATION NO. F-2708

GENERAL NOTES:

LEGEND

MECHANICAL DUCT DEMOLITION PLAN

SCALE: 1/8" = 1'-0"

O N

, I N

M2.1

MECHANICAL DUCT

DEMOLITION PLAN

06/30/21

\3 T ec hn ic al

\D w gs \V

A W

A C

O P

A C

Y\ Sh ee ts

\M ec ha ni ca l\

M 2.

A L

T D

TIO

N P

.d w g sa ve d

/2 9/

P M b y d jo hn so n pl ot te d

:5 1:

M b y d an ie l jo hn so n

2 2

DEMO NOTES :

MENDEZ NGINEERINGE

Registration # F-14070

12950 Country Parkway, Suite 120

San Antonio, Texas 78216

Office: 210-802-0808 www.MendezEngineering.com

Austin 811 Barton Springs Road, Suite 900, Austin, Texas 78704 p: 512.478.7286 f: 512.478.

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File details come from the government source that posted it. Updated Sep 30, 2021.