Final Drawings Modernize Kitchen and Morgue - Vol 3-Struct-Mech-Plumb - 38 pages.pdf

R Q P N.2B Na N M.2 M La L K

6.2

6.7

1/8" = 1'-0"E8 KITCHEN STRUCTURAL FLOOR PLAN

PLAN

NORTH

INFILL EXISTING

FLOOR OPENING

w/ 61

2" THICK

CONCRETE SLAB

PER F5/S1.01

NOTES:

1. REFER TO GENERAL NOTES ON SHEET S1.01.

2. VERIFY ALL EXISTING DIMENSIONS & ELEVATIONS w/ ARCHITECTURAL DRAWINGS.

3. FIELD VERIFY EXISTING CONDITIONS (INCLUDING DIMENSIONS & ELEVATIONS).

GENERAL NOTES - STRUCTURAL

1. GENERAL INFORMATION:

A. THE CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS BEFORE CONSTRUCTION AND

NOTIFY THE ENGINEER OF ANY DISCREPANCIES, INCONSISTENCIES, OR DIFFICULTIES

AFFECTING THE WORK BEFORE PROCEEDING.

B. THE CONTRACTOR SHALL COORDINATE ALL DISCIPLINES, VERIFYING SIZE AND LOCATION OF

ALL OPENINGS, WHETHER SHOWN ON STRUCTURAL DRAWINGS OR NOT, AS CALLED FOR ON

ARCHITECTURAL, MECHANICAL, OR ELECTRICAL DRAWINGS. IN THE CASE OF WORK IN AN

EXISTING BUILDING THE CONTRACTOR SHALL SCAN EXISTING STRUCTURE TO LOCATE ALL

REBAR IN THE AREA OF THE NEW CORE/OPENING USING GROUND PENETRATING RADAR AND

NOTIFY THE ENGINEER OF RECORD FOR REVIEW PRIOR TO CORING/CUTTING. CONFLICTS,

INCONSISTENCIES, OR OTHER DIFFICULTIES AFFECTING STRUCTURAL WORK SHALL BE CALLED

TO THE ARCHITECT OR ENGINEER'S ATTENTION FOR DIRECTION BEFORE PROCEEDING

C. ALL DESIGN AND CONSTRUCTION WORK FOR THIS PROJECT SHALL CONFORM TO THE

REQUIREMENTS OF THE 2018 INTERNATIONAL BUILDING CODE, AS AMENDED BY THE CITY OF

COLUMBIA, MO.

D. THESE DRAWINGS ARE FOR THIS SPECIFIC PROJECT AND NO OTHER USE IS AUTHORIZED.

2. STRUCTURAL DESIGN LOAD CRITERIA:

A. FLOOR LIVE= 100PSF

B. ROOF LIVE= 20PSF

C. SNOW= PG= 24PSF, PF=17PSF, IS = 1.2

CE=1.0, CT=1.0, DRIFT PER ASCE/SEI 7-16

D. LATERAL LOADS:

1.) WIND V=120 MPH, EXPOSURE B

OCCUPANCY [RISK] CATEGORY II, IW=1.0

GCPI=+/-0.18

DESIGN WIND PRESSURES TO BE USED FOR THE DESIGN OF EXTERIOR COMPONENT AND

CLADDING MATERIALS ON THE DESIGNATED ZONES OF WALL AND ROOF SURFACES

SHALL BE PER SECTION 30.7 AND TABLE 30.7-2 OF ASCE/SEI 7-16. TABULATED

PRESSURES SHALL BE MULTIPLIED BY EFFECTIVE AREA REDUCTION FACTORS,

EXPOSURE ADJUSTMENT FACTORS, AND TOPOGRAPHIC FACTORS WHERE APPLICABLE.

2.) SEISMIC: SS = 0.163, S1 = 0.094

OCCUPANCY [RISK] CATEGORY IV, IE=1.5,

SITE CLASSIFICATION D (ASSUMED); SDS=0.173; SD1=0.151

SEISMIC DESIGN CATEGORY D

E. THIS PROJECT IS DESIGNED TO RESIST THE MOST CRITICAL EFFECTS RESULTING FROM THE

LOAD COMBINATIONS OF SECTION 1605.3 OF THE 2018 INTERNATIONAL BUILDING CODE.

3. CONCRETE:

A. ALL INTERIOR CONCRETE SHALL DEVELOP MINIMUM ULTIMATE COMPRESSIVE DESIGN

STRENGTH OF 4000 PSI IN 28 DAYS, BUT NOT LESS THAN 540 POUNDS OF CEMENT SHALL BE

USED PER CUBIC YARD OF CONCRETE REGARDLESS OF STRENGTHS OBTAINED, NOT OVER 5.40

GALLONS OF WATER PER 100 POUNDS OF CEMENT AND NOT OVER 4 INCHES OF SLUMP.

CONCRETE MIX SHOP DRAWING SHALL CONTAIN TESTING DATA PROVING CONCRETE DESIGN

MIX SHRINKAGE IS LESS THAN 0.034% AT 28 DAYS WHEN TESTED ACCORDING TO ASTM C157

(AIR DRYING METHOD ONLY).

B. ALL CONCRETE FOR EXTERIOR FLATWORK SHALL HAVE A MINIMUM DESIGN COMPRESSIVE

STRENGTH OF 4500 PSI IN 28 DAYS, WITH NOT LESS THAN 560 POUNDS OF CEMENT PER CUBIC

YARD OF CONCRETE, NOT OVER 5 GALLONS OF WATER PER 100 POUNDS OF CEMENT, WITH 6%

+/- 1% AIR ENTRAINMENT, AND A MAXIMUM OF 4 INCHES OF SLUMP.

C. THE PRECEDING MINIMUM MIX REQUIREMENTS MAY HAVE WATER-REDUCING ADMIXTURES

CONFORMING TO ASTM C494 ADDED TO THE MIX AT MANUFACTURER'S DOSAGE RATES FOR

IMPROVED WORKABILITY.

D. THE PRECEDING MINIMUM MIX REQUIREMENTS MAY HAVE UP TO 15% MAXIMUM OF THE

CEMENT CONTENT REPLACED WITH AN APPROVED ASTM C618 CLASS C FLY ASH, PROVIDED

THE TOTAL MINIMUM CEMENTITIOUS CONTENT IS NOT REDUCED.

E. ALL CONCRETE IS REINFORCED CONCRETE UNLESS SPECIFICALLY CALLED OUT AS

UNREINFORCED. REINFORCE ALL CONCRETE NOT OTHERWISE SHOWN WITH SAME STEEL AS IN

SIMILAR SECTIONS OR AREAS. ANY DETAILS NOT SHOWN SHALL BE DETAILED PER ACI 315 AND

MEET REQUIREMENTS OF ACI 318, CURRENT EDITIONS.

F. CONTRACTOR SHALL VERIFY THAT ALL CONCRETE INSERTS, REINFORCING AND EMBEDDED

ITEMS ARE CORRECTLY LOCATED AND RIGIDLY SECURED PRIOR TO CONCRETE PLACEMENT.

G. CONSTRUCTION JOINTS IN BEAMS, SLABS, AND GRADE BEAMS SHALL OCCUR AT MIDSPAN

(MIDDLE THIRD) UNLESS NOTED OTHERWISE. PROVIDE 2 X 4 HORIZONTAL KEYS AT

CONSTRUCTION JOINTS FOR SHEAR TRANSFER.

H. NO ALUMINUM ITEMS SHALL BE EMBEDDED IN ANY CONCRETE.

4. REINFORCING STEEL:

A. ALL REINFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM A615 OR A706

GRADE 60 STEEL. WELDED PLAIN WIRE FABRIC SHALL BE SUPPLIED IN SHEETS AND CONFORM

TO THE REQUIREMENTS OF ASTM A1064.

B. CLEAR COVERAGE OF CONCRETE OVER REINFORCING STEEL SHALL BE AS FOLLOWS:

CONCRETE PLACED AGAINST EARTH 3"

FORMED CONCRETE AGAINST EARTH 2"

SLABS 1"

BEAMS OR COLUMNS 1-1/2"

OTHER 2"

ALL COVERAGE SHALL BE NOMINAL BAR DIAMETER MINIMUM.

C. ALL DOWELS SHALL BE THE SAME SIZE AND SPACING AS ADJOINING MAIN BARS (SPLICE LAP 48

BAR DIAMETERS OR 24" MINIMUM UNLESS NOTED OTHERWISE).

D. AT CORNERS OF ALL WALLS, BEAMS, AND GRADE BEAMS SUPPLY CORNER BARS (MINIMUM 2'-0"

IN EACH DIRECTION OR 48 BAR DIAMETERS) IN OUTSIDE FACE OF WALL, MATCHING SIZE AND

SPACING OF HORIZONTAL BARS. WHERE THERE ARE NO VERTICAL BARS IN OUTSIDE FACE OF

WALL, SUPPLY 3 - #4 VERTICAL SUPPORT BARS FOR CORNER BARS.

E. BARS MARKED CONTINUOUS AND ALL VERTICAL STEEL SHALL BE LAPPED 48 BAR DIAMETERS

(2'-0" MINIMUM) AT SPLICES AND EMBEDMENTS, UNLESS SHOWN OTHERWISE. SPLICE TOP

BARS NEAR MIDSPAN AND SPLICE BOTTOM BARS OVER SUPPORTS, UNLESS NOTED

OTHERWISE.

F. AT ALL HOLES IN CONCRETE WALLS AND SLABS, ADD 2 - #5 BARS (OPENING DIMENSION PLUS 96 DIAMETERS LONG) AT EACH OF FOUR SIDES AND ADD 2 - #5 X 5'-0" DIAGONALLY AT EACH OF FOUR CORNERS OF HOLE. OPENINGS IN 8" THICK WALLS ARE REINFORCED SIMILAR, BUT WITH 1

- #5 INSTEAD OF 2 - #5, RESPECTIVELY.

G. UNLESS OTHERWISE COVERED ON ARCHITECTURAL PLANS OR SPECIFICATIONS, VERTICAL

CONTROL JOINTS IN CONCRETE WALL SHALL BE SPACED AT A MAXIMUM OF 20'-0" ON CENTER

AND COORDINATED WITH THE ARCHITECT. EVERY OTHER HORIZONTAL WALL REINFORCING

BAR SHALL BE DISCONTINUOUS AT CONTROL JOINTS EXCEPT HEAVY TOP AND BOTTOM BARS

UNLESS NOTED OTHERWISE. PROVIDE BASE SEAL WATERSTOP STYLE NUMBER 772 (BY

GREENSTREAK INC. OR APPROVED EQUAL) ON DIRT FACE SIDE OF WALL AT ALL WALLS BELOW

GRADE.

H. ACCESSORIES SHALL BE AS SPECIFIED IN LATEST EDITION OF THE ACI DETAILING HANDBOOK

AND THE CONCRETE REINFORCING STEEL INSTITUTE DESIGN HANDBOOK. MAXIMUM

ACCESSORY SPACING SHALL BE 4'-0" ON CENTER, AND ALL ACCESSORIES ON EXPOSED

SURFACES ARE TO HAVE PLASTIC COATED FEET.

I. ALL SLABS AND STAIRS NOT SHOWN OTHERWISE SHALL BE 6" THICK WITH #4 BARS AT 12" ON

CENTER EACH WAY. ALL EXTERIOR PORCHES AND STOOPS NOT OTHERWISE DETAILED MAY BE

CONSTRUCTED IN ANY STANDARD MANNER, SOLID OR HOLLOW, BUT MUST BE REINFORCED

WITH #4 BARS AT 12" ON CENTER EACH WAY MINIMUM. PORCHES SHALL BE DOWELED TO

ADJACENT WALLS OR GRADE BEAMS WITH #4 BARS AT 12" ON CENTER, HOOKED OR EMBEDDED

48 DIAMETERS INTO BOTH MEMBERS. SLOPE PORCHES 1/8" PER FOOT FOR DRAINAGE UNLESS

NOTED OTHERWISE.

J. ALLOW 1/2 TON OF REINFORCING BARS #4 OR LARGER TO BE USED AS DIRECTED IN THE FIELD

FOR SPECIAL CONDITIONS BY THE ENGINEER OF RECORD (LABOR FOR PLACING SAME TO BE

INCLUDED).

5. POST-INSTALLED ANCHORS:

A. POST-INSTALLED ANCHORS SHALL BE USED ONLY WHERE SPECIFIED ON THE DRAWINGS

UNLESS APPROVED IN WRITING BY THE ENGINEER OF RECORD. SEE DRAWINGS FOR ANCHOR

DIAMETER, SPACING AND EMBEDMENT. PERFORMANCE VALUES OF THE ANCHORS SHALL BE

OBTAINED FOR SPECIFIED PRODUCTS USING APPROPRIATE DESIGN PROCEDURES AND/OR

STANDARDS AS REQUIRED BY THE GOVERNING BUILDING CODE. ANCHORS INSTALLED IN

CONCRETE SHALL HAVE AN ICC-ES EVALUATION SERVICE REPORT. SPECIAL INSPECTION IS

REQUIRED FOR ALL POST-INSTALLED ANCHORS. THE GENERAL CONTRACTOR SHALL

COORDINATE AN ON-SITE MEETING WITH THE POST-INSTALLED ANCHOR MANUFACTURER FIELD

REPRESENTATIVE AND SUBCONTRACTOR PERFORMING THE ANCHOR INSTALLATION TO

EDUCATE THE CONSTRUCTION TEAM ON THE ANCHOR INSTALLATION GUIDELINES AND

REQUIREMENTS. THE CONTRACTOR SHALL SEND A RECORD COPY OF THE MEETING MEETINGS

TO THE DESIGN TEAM.

B. MECHANICAL ANCHORS USED IN CRACKED AND UNCRACKED CONCRETE SHALL HAVE BEEN

TESTED AND QUALIFIED FOR USE IN ACCORDANCE WITH ACI 355.2 AND ICC-ES AC193. ALL

ANCHORS SHALL BE INSTALLED PER THE ANCHOR MANUFACTURER'S WRITTEN INSTRUCTIONS.

C. ADHESIVE ANCHORS USED IN CRACKED AND UNCRACKED CONCRETE SHALL HAVE BEEN

TESTED AND QUALIFIED FOR USE IN ACCORDANCE WITH ICC-ES AC308. ALL ANCHORS SHALL

BE INSTALLED PER THE ANCHOR MANUFACTURER'S WRITTEN INSTRUCTIONS.

D. MECHANICAL ANCHORS USED IN SOLID GROUTED MASONRY SHALL HAVE BEEN TESTED AND

QUALIFIED FOR USE IN ACCORDANCE WITH ICC-ES AC01. ALL ANCHORS SHALL BE INSTALLED

PER THE ANCHOR MANUFACTURER'S WRITTEN INSTRUCTIONS.

E. ADHESIVE ANCHORS USED IN SOLID GROUTED MASONRY SHALL HAVE BEEN TESTED AND

QUALIFIED FOR USE IN ACCORDANCE WITH ICC-ES AC58. ALL ANCHORS SHALL BE INSTALLED

PER THE ANCHOR MANUFACTURER'S WRITTEN INSTRUCTIONS.

F. ANCHORS USED IN HOLLOW CONCRETE MASONRY SHALL HAVE BEEN TESTED AND QUALIFIED

IN ACCORDANCE WITH ICC-ES AC106 OR ICC-ES AC58 AS APPROPRIATE. ALL ANCHORS SHALL

BE INSTALLED PER THE ANCHOR MANUFACTURER'S WRITTEN INSTRUCTIONS WITH

APPROPRIATE SCREEN TUBES USED FOR ADHESIVES.

6. CONCRETE BLOCK MASONRY:

A. CONCRETE BLOCK USED IN EXTERIOR WALLS OR LOAD BEARING WALLS SHALL MEET THE

REQUIREMENTS OF ASTM C90 AND HAVE A MINIMUM NET COMPRESSIVE STRENGTH OF 2650 PSI

AND LAID UP USING TYPE N MORTAR SUCH THAT F'M EQUALS 2000 PSI. MORTAR SHALL BE

VOLUME PROPORTION BASED CEMENT LIME MORTAR. PROPORTIONING SHALL BE COMPLETED

BY BOX MEASURE. ANY BLOCK IN CONTACT WITH EARTH SHALL BE NORMAL WEIGHT UNITS,

LAID USING TYPE "S" MORTAR AND GROUTED SOLID.

B. THE CONTRACTOR SHALL PROVIDE ADEQUATE TEMPORARY BRACING FOR ALL MASONRY

WALLS DURING CONSTRUCTION.

C. ALL CONCRETE BLOCK SHALL HAVE 9 GAGE (OR LARGER) HORIZONTAL JOINT REINFORCING

(LADDER OR TRUSS) PER ARCHITECTURAL DRAWINGS AND SPECIFICATIONS (16" MAXIMUM

VERTICAL SPACING).

D. CAVITY WALL CONSTRUCTION SHALL BE REINFORCED AS DESIGNED FOR SPECIFIC CONCRETE

BLOCK USED. THE HORIZONTAL JOINT REINFORCING SHALL BE OF THE LADDER OR TRUSS

STYLE PER SPECIFICATION AND CONTINUOUS BETWEEN BRICK AND BLOCK, AS PRESCRIBED BY

ARCHITECTURAL DRAWINGS.

E. CONCRETE BLOCK SHALL BE REINFORCED AS FOLLOWS IN 6", 8", 10", AND 12" WALLS UNLESS

NOTED OTHERWISE:

1.) VERTICAL REINFORCING SHALL BE A MINIMUM OF 1 - #5 BAR IN 6" AND 8" WALLS AND 2 -

#4 BARS IN 10" AND 12" WALLS AT 2'-8" ON CENTER, AT EACH CORNER, AT EACH DOOR

AND WINDOW JAMB, EACH SIDE OF CONTROL JOINTS AND IN THE END VOID OF EACH

LENGTH OF WALL. LAP SPLICES FOR MASONRY VERTICAL REINFORCING SHALL BE 48

BAR DIAMETERS OR 24" MINIMUM.

2.) HORIZONTAL REINFORCING:

2.) HORIZONTAL REINFORCING:

A.) HORIZONTAL JOINT REINFORCING AS NOTED ABOVE.

B.) CONTINUOUS HORIZONTAL BARS SHALL BE INCLUDED PER SECTION OR DETAIL IN

BOND BEAM OR OPTIONAL RUNNING BOND BEAM WHERE NOTED. WHERE BOND

BEAMS ARE CONTINUOUS AT CORNERS OF WALLS, SUPPLY CORNER BARS

MATCHING SIZE OF HORIZONTAL BARS (MINIMUM 2'-0" OR 40 BAR DIAMETERS IN

EACH DIRECTION).

F. GROUT, WHERE NOTED ABOVE, SHALL HAVE A MINIMUM DESIGN ULTIMATE COMPRESSIVE

STRENGTH OF 2500 PSI AT 28 DAY TEST AND 3/8" MAXIMUM AGGREGATE SIZE.

G. NON-LOAD BEARING CONCRETE BLOCK WALLS SHALL BE ISOLATED FROM ADJACENT

STRUCTURAL ELEMENTS WITH VERTICAL 3/8" CONTROL JOINTS AND AT THE TOP OF THE WALL

WITH 1" AIR SPACE OR COMPRESSIBLE MATERIAL AND SUPPORT PER ARCHITECTURAL DETAIL.

H. UNLESS OTHERWISE COVERED ON ARCHITECTURAL PLANS OR SPECIFICATIONS, VERTICAL

CONTROL JOINTS IN MASONRY CONSTRUCTION SHALL BE 3/8" WIDE, FULL HEIGHT OF WALL.

JOINTS SHALL BE SPACED AT A MAXIMUM OF 24'-0" ON CENTER AND COORDINATED WITH THE

ARCHITECT. ALL HORIZONTAL JOINT REINFORCING SHALL BE DISCONTINUOUS AT CONTROL

JOINTS IN MASONRY. ALL BOND BEAM HORIZONTAL REINFORCING SHALL BE CONTINUOUS

THROUGH CONTROL JOINTS.

I. LINTELS OVER ALL OPENINGS IN WALLS NOT OTHERWISE COVERED SHALL BE ONE 6" X 3-1/2" X

5/16" ANGLE FOR EACH 4" OF MASONRY. ALL EXTERIOR LINTELS TO BE GALVANIZED.

J. WALLS SHALL BE ANCHORED TOP AND BOTTOM BY DOWELS MATCHING WALL VERTICAL

REINFORCING (UNLESS NOTED OTHERWISE) FROM FLOOR SLAB BOTTOM AND BRACING

ANGLES AT THE TOP, PER DETAILS ON THE DRAWINGS.

7. LIGHT GAGE STRUCTURAL STUD FRAMING:

A. ALL LOAD LIGHT GAGE STRUCTURAL STUDS, TRACK, AND BRIDGING SHALL BE OF THE TYPE, SIZE, GAGE, AND SPACING AS SHOWN ON THE PLANS, MINIMUM.

B. ALL MATERIALS SHALL BE 33,000 PSI MINIMUM YIELD, EXCEPT STUDS OF 16 GAGE OR HEAVIER

SHALL HAVE A MINIMUM YIELD OF 50,000 PSI.

C. ALL PROPERTIES, FABRICATION, AND ERECTION SHALL BE IN ACCORDANCE WITH LATEST

EDITIONS OF THE AISI "SPECIFICATIONS FOR THE DESIGN OF COLD-FORMED STRUCTURAL

MEMBERS."

D. ALL FRAMING COMPONENTS SHALL BE CUT SQUARELY OR AT AN ANGLE TO FIT SQUARELY

AGAINST ABUTTING MEMBERS. SPLICING OF AXIALLY LOADED MEMBERS IS NOT PERMITTED.

MEMBERS SHALL BE HELD FIRMLY IN PLACE UNTIL PROPERLY FASTENED. ATTACHMENTS OF

SIMILAR COMPONENTS SHALL BE BY WELDING, SCREW ATTACHMENT, OR BOLTING. WIRE

TYING OF COMPONENTS IS NOT PERMITTED.

E. TRACKS SHALL BE SECURELY ANCHORED TO FLOOR AND OVERHEAD MEMBERS. SPECIAL

ANCHORAGE REQUIREMENTS REQUIRED FOR WIND BRACING SHALL BE AS SHOWN ON THE

PLANS.

F. PRIOR TO FABRICATION AND/OR ERECTION, THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS

COMPLETE WITH DETAIL OF ERECTION, FABRICATION, ATTACHMENTS, ANCHORAGES, LINTELS,

ETC., FOR REVIEW BY THE ARCHITECT/ENGINEER.

8. SHOP DRAWING REVIEW:

A. BOB D. CAMPBELL AND COMPANY, INC. WILL REVIEW THE GENERAL CONTRACTOR'S (GC) SHOP

DRAWINGS AND RELATED SUBMITTALS (AS INDICATED BELOW) WITH RESPECT TO THE ABILITY

OF THE DETAILED WORK, WHEN COMPLETE, TO BE A PROPERLY FUNCTIONING INTEGRAL

ELEMENT OF THE OVERALL STRUCTURAL SYSTEM DESIGNED BY BOB D. CAMPBELL AND

COMPANY, INC. DEFERRED SUBMITTALS SHALL BE SUBMITTED TO THE ARCHITECT OF RECORD FOR REVIEW WHO SHALL FORWARD TO THE BUILDING OFFICIAL FOR REVIEW AND APPROVAL. DESIGN CALCULATIONS FOR DEFERRED SUBMITTALS SHALL BE SUBMITTED AT THE SAME TIME AS THE SHOP

DRAWINGS FOR REVIEW. DESIGN CALCULATIONS SHALL BE PREPARED AND SEALED BY A

PROFESSIONAL ENGINEER LICENSED IN THE STATE OF THE PROJECT. THE DEFERRED SUBMITTAL

ITEMS SHALL NOT BE INSTALLED UNTIL THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN

APPROVED BY THE BUILDING OFFICIAL.

B. PRIOR TO SUBMITTAL OF A SHOP DRAWING OR ANY RELATED MATERIAL TO BOB D. CAMPBELL

AND COMPANY, INC., THE GC SHALL:

1) REVIEW EACH SUBMISSION FOR CONFORMANCE WITH THE MEANS, METHODS,

TECHNIQUES, SEQUENCES AND OPERATIONS OF CONSTRUCTION AND SAFETY

PRECAUTIONS AND PROGRAMS INCIDENTAL THERETO, ALL OF WHICH ARE THE SOLE

RESPONSIBILITY OF THE GC.

2) REVIEW AND APPROVE EACH SUBMISSION.

3) STAMP EACH SUBMISSION AS APPROVED.

C. BOB D. CAMPBELL AND COMPANY, INC. SHALL ASSUME THAT NO SUBMISSION COMPRISES A

VARIATION UNLESS THE GC ADVISES BOB D. CAMPBELL AND COMPANY, INC. WITH WRITTEN

DOCUMENTATION.

D. SHOP DRAWINGS AND RELATED MATERIAL (IF ANY) REQUIRED ARE INDICATED BELOW. SHOULD

BOB D. CAMPBELL AND COMPANY, INC. REQUIRE MORE THAN TEN (10) WORKING DAYS TO

PERFORM THE REVIEW, BOB D. CAMPBELL AND COMPANY, INC. SHALL SO NOTIFY THE GC.

1) CONCRETE MIX DESIGNS AND MATERIAL CERTIFICATES INCLUDING ADMIXTURES AND

COMPOUNDS APPLIED TO THE CONCRETE AFTER PLACEMENT.

2) REINFORCING STEEL SHOP DRAWINGS INCLUDING ERECTION DRAWINGS AND BENDING

DETAILS. BAR LIST WILL NOT BE REVIEWED FOR CORRECT QUANTITIES.

3) GROUT MIX DESIGNS (FOR CMU).

4) MISCELLANEOUS ANCHORS SHOWN ON THE STRUCTURAL DRAWINGS.

5) STANDARD DETAILS AND BRIDGING INFORMATION FOR LIGHT GAGE METAL FRAMING.

ERECTION PLANS AND DETAILS FOR LIGHT GAGE METAL JOISTS AND LINTELS SPANNING

MORE THAN 6'-0" SHALL BE SUBMITTED. STANDARD WALL FRAMING NEED NOT BE

SUBMITTED.

E. BOB D. CAMPBELL AND COMPANY, INC. SHALL REVIEW SHOP DRAWINGS AND RELATED

MATERIALS WITH COMMENTS PROVIDED THAT EACH SUBMISSION HAS MET THE ABOVE

REQUIREMENTS. BOB D. CAMPBELL AND COMPANY, INC. SHALL RETURN WITHOUT COMMENT

UNREQUIRED MATERIAL OR SUBMISSIONS WITHOUT GC APPROVAL STAMP.

9. STATEMENT OF STRUCTURAL SPECIAL INSPECTION:

A. THE STRUCTURAL DESIGN FOR THIS PROJECT IS BASED ON COMPLETION OF SPECIAL

INSPECTIONS DURING CONSTRUCTION IN ACCORDANCE WITH SECTION 1704 OF THE 2018

INTERNATIONAL BUILDING CODE. INSPECTIONS SHALL BE PERFORMED BY ONE OR MORE

QUALIFIED SPECIAL INSPECTORS.

B. THE FOLLOWING INSPECTIONS AND TESTS ARE REQUIRED WITH THE FREQUENCY

(CONTINUOUS OR PERIODIC) AS DEFINED WITHIN THE REFERENCED SECTION OR STANDARD

LISTED BELOW. THE GENERAL CONTRACTOR SHALL PROVIDE NOTIFICATION TO THE

INSPECTOR WHEN ITEMS REQUIRING INSPECTION ARE READY TO BE INSPECTED AND PROVIDE

ACCESS FOR THOSE INSPECTIONS.

1) CONCRETE CONSTRUCTION PER SECTION 1705.3 AND TABLE 1705.3

a. REINFORCING STEEL PLACEMENT

b. CAST IN PLACE ANCHORS

c. POST INSTALLED ANCHORS

d. DESIGN MIX VERIFICATION

e. CONCRETE SAMPLING AND TESTING

f. CONCRETE PLACEMENT

g. CONCRETE CURING

2) MASONRY CONSTRUCTION PER SECTION 1705.4 AND THE QUALITY ASSURANCE

REQUIREMENTS OF TMS 402/ACI530/ASCE5 AND TMS602/A530.1/ASCE6 LEVEL B

C. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL, OWNER, ARCHITECT AND STRUCTURAL ENGINEER, AND ANY OTHER DESIGNATED PERSON.

D. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR

FOR CORRECTION, THEN, IF UNCORRECTED, TO THE PROPER DESIGN AUTHORITY, BUILDING

OFFICIAL AND STRUCTURAL ENGINEER.

E. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL SIGNED REPORT STATING THAT THE WORK

REQUIRING SPECIAL INSPECTION WAS, TO THE BEST OF THE INSPECTOR'S KNOWLEDGE, IN

CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS AND THE APPLICABLE

WORKMANSHIP PROVISIONS OF THE BUILDING CODE.

10. COPYRIGHT AND DISCLAIMER:

A. ALL DRAWINGS IN THE STRUCTURAL SET (S-SERIES DRAWINGS) ARE THE COPYRIGHTED WORK

OF BOB D. CAMPBELL AND COMPANY, INC. THESE DRAWINGS MAY NOT BE PHOTOGRAPHED,

TRACED, OR COPIES IN ANY MANNER WITHOUT THE WRITTEN PERMISSION OF BOB D.

CAMPBELL AND COMPANY, INC. EXCEPTION: ORIGINAL DRAWINGS MAY BE PRINTED FOR

DISTRIBUTION TO THE OWNER, ARCHITECT, AND GENERAL CONTRACTOR FOR COORDINATION,

BIDDING, AND CONSTRUCTION. SUBCONTRACTORS MAY NOT REPRODUCE THESE DRAWINGS

FOR ANY PURPOSE OR IN ANY MANNER.

B. I, CHRISTOPHER W. BOOS, P.E., REGISTERED ENGINEER AND A REPRESENTATIVE OF BOB D.

CAMPBELL AND COMPANY, INC., DO HEREBY ACCEPT PROFESSIONAL RESPONSIBILITY AS

REQUIRED BY THE PROFESSIONAL REGISTRATION LAWS OF THIS STATE FOR THE STRUCTURAL

DESIGN DRAWINGS CONSISTING OF S-SERIES DRAWINGS. I HEREBY DISCLAIM RESPONSIBILITY

FOR ALL OTHER DRAWINGS IN THE CONSTRUCTION DOCUMENT PACKAGE, THEY BEING THE

RESPONSIBILITY OF OTHER DESIGN PROFESSIONALS WHOSE SEALS AND SIGNED STATEMENTS

MAY APPEAR ELSEWHERE IN THE CONSTRUCTION DOCUMENT PACKAGE.

3/4" = 1'-0"

F4SECTION

EXISTING

CONCRETE BEAM

(FIELD VERIFY)

EXISTING

CONCRETE

BEAM (FIELD

VERIFY)

EXISTING

CONCRETE

FLOOR SLAB

(FIELD VERIFY)

TYPICAL @ PERIMETER: #5 x 2'-8" @12"oc DOWELS, DRILL & EPOXY w/ 6" EMBEDMENT IN EXISTING

CONCRETE (PLACE IN SAME

PLANE AS AND LAP w/ #4 BOTTOM

BARS)

#4@12"oc BOTTOM BARS w/ 1" CLEAR

COVER

PROVIDE TEMPORARY

SHORING AND FORMWORK

TO FORM AND POUR NEW

SLAB INFILL

#4@12"oc (LAY

ATOP BOTTOM

BARS)

NEW 61

2" THICK

CONCRETE SLAB

INFILL

EXISTING CONCRETE

STRUCTURAL SLAB

TOP OF

EXISTING

SLAB 6x6-W2.1xW2.1 WWF

ROUGHEN SURFACE OF

EXISTING CONCRETE &

PROVIDE A SATURATED

SURFACE-DRY CONDITION

PRIOR TO PLACING NEW

CONCRETE TOPPING

NEW CONCRETE TOPPING

TO INFILL EXISTING SLAB

RECESS

EXISTING CONCRETE

STRUCTURAL SLAB

GEOFOAM EPS15 EXPANDED

POLYSTYRENE INFILL w/ A A

COMPRESSIVE RESISTANCE

OF 3.6 PSI @ 1%

DEFORMATION

6x6-W2.1xW2.1 WWF

NEW CONCRETE TOPPING

TO INFILL EXISTING SLAB

RECESS

TYPICAL INFILL OF SLAB RECESS 2"-3" DEEP

(REFER TO ARCHITECTURAL DRAWINGS FOR LOCATIONS)

TYPICAL INFILL OF SLAB RECESS GREATER THAN 3" DEEP

(REFER TO ARCHITECTURAL DRAWINGS FOR LOCATIONS)

3/4" = 1'-0"A4SECTION 3/4" = 1'-0"A5SECTION

BID SET

DOCUMENTS

CONSULTANT Drawing Title

Approved: Project Director

Project Title

Location

Issue Date Checked Drawn

Design Project Number:

Building Number

Drawing Number

Office of Construction and Facilities Management

1 2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

A

B

C

D

E

F

PhaseARCHITECT/ENGINEER OF RECORD

U.S. Department of Veterans Affairs

MODERNIZE BASEMENT

KITCHEN & MORGUE

589A4-20-157

COLUMBIA, MO VAMC

Revisions Date

Christopher W. Boos - Engineer

MO # PE-2008023332

3 - 60% CONSTRUCTION DOCUMENTS

2 - DESIGN DEVELOPMENT

1 - SCHEMATIC DOCUMENTS

07/23/2021

05/14/2021

01/10/2021

CB05/06/22 CB

No Description Date

Missouri Certificate of Authority #000442

4 - 90% CONSTRUCTION DOCUMENTS 09/17/2021

5 - 100% CONSTRUCTION DOCUMENTS 12/28/2021

6 - BID SET DOCUMENTS 05/06/2022

S1.01

KITCHEN STRUCTURAL

FLOOR PLAN

AutoCAD SHX Text F4

AutoCAD SHX Text S1.01

AutoCAD SHX Text F4

AutoCAD SHX Text S1.01

R Q P N.2B Na N M.2

11.5

1/4" = 1'-0"B8 DOCK ROOF FRAMING PLAN

PLAN

NORTH NOTES:

1. REFER TO GENERAL NOTES ON SHEET S1.01.

2. VERIFY ALL EXISTING DIMENSIONS & ELEVATIONS w/ ARCHITECTURAL DRAWINGS.

3. FIELD VERIFY EXISTING CONDITIONS (INCLUDING DIMENSIONS & ELEVATIONS).

19/32" APA RATED WOOD

ROOF SHEATHING FASTENED

TO FRAMING w/ #10 TEK SCREWS @6"oc

NEW 8" CMU WALL REINF BELOW

w/ (1) #5 VERT IN GROUTED CELLS @32"oc MAX. DRILL & EPOXY

DOWEL TO EXISTING DOCK SLAB

w/ #5 x 3'-0" DWLS TO MATCH VERTICAL REINFORCING w/ 2'-6"

MINIMUM LAP & 6" EMBEDMENT

USING HITI HIT-HY 200 EPOXY

3/4" = 1'-0"

D2SECTION

APA RATED WOOD

ROOF SHEATHING

PER PLAN

SIMPSON SSC STEEL STUD

CONNECTOR AT EACH ROOF

JOIST. SCREW TO FACE OF

STUD AND TO BOND BEAM AT

TOP OF CMU WALL.

SIMPSON SSC STEEL STUD

CONNECTOR AT EACH ROOF

JOIST. SCREW TO FACE OF

STUD AND TO BOND BEAM AT

TOP OF CMU WALL.

8" CONTINUOUS BOND

BEAM REINF w/ (2) #4

CONT.

8" CMU WALL w/ (1) #5 VERT @24"oc MAX. IN

GROUTED CELLS

EXISTING CONCRETE

ROOF SLAB

EXISTING

CMU WALL EXISTING

CMU WALL

EXISTING DOCK

FLOOR SLAB

EXISTING

EXTERIOR

PAVING

EXISTING CONCRETE

DOCK WALL

8" CONTINUOUS BOND

BEAM REINF w/ (2) #4

CONT.

8" CMU WALL w/ (1) #5 VERT @24"oc MAX. IN

GROUTED CELLSDRILL & EPOXY VERTICAL REINF

BARS w/ 4 12" EMBEDMENT IN

EXISTING CONCRETE ROOF

SLAB USING HILTI HIT-HY 200

DRILL & EPOXY VERTICAL REINF

BARS w/ 4 12" EMBEDMENT IN

EXISTING GROUTED CMU USING

HILTI HIT-HY 270

10" DEEP, 16 GA.

C-JOISTS @16"oc

PER PLAN

16 GA. TRACK

16 GA. TRACK

BID SET

DOCUMENTS

CONSULTANT Drawing Title

Approved: Project Director

Project Title

Location

Issue Date Checked Drawn

Design Project Number:

Building Number

Drawing Number

Office of Construction and Facilities Management

1 2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

A

B

C

D

E

F

PhaseARCHITECT/ENGINEER OF RECORD

U.S. Department of Veterans Affairs

MODERNIZE BASEMENT

KITCHEN & MORGUE

589A4-20-157

COLUMBIA, MO VAMC

Revisions Date

Christopher W. Boos - Engineer

MO # PE-2008023332

3 - 60% CONSTRUCTION DOCUMENTS

2 - DESIGN DEVELOPMENT

1 - SCHEMATIC DOCUMENTS

07/23/2021

05/14/2021

01/10/2021

CB05/06/22 CB

No Description Date

Missouri Certificate of Authority #000442

4 - 90% CONSTRUCTION DOCUMENTS 09/17/2021

5 - 100% CONSTRUCTION DOCUMENTS 12/28/2021

6 - BID SET DOCUMENTS 05/06/2022

S1.02

LOADING DOCK ROOF

FRAMING PLAN & SECTION

AutoCAD SHX Text D2

AutoCAD SHX Text S1.02

10" DEEP, 16 GA. C-JOISTS @16"oc

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h 6/

/2

:3

9:

P M

BID SET DOCUMENTSOffice of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

MODERNIZE BASEMENT

KITCHEN AND MORGUE

COLUMBIA, MO VAMC

589A4-20-157

Project Director

05/06/2022Revisions: Date:

1 - SCHEMATIC DOCUMENTS

2 - DESIGN DEVELOPMENT

3 - 60% CONSTRUCTION DOCUMENTS

01/10/2021 05/14/2021 07/23/2021

PROJECT NO.: 20-003

Omaha, Nebraska 68137-5566

PH: (402) 496-4115

14216 Dayton Cir - Suite #5 21 Delta Engineers, LLC

Fax: (402) 384-8900

4 - 90% CONSTRUCTION DOCUMENTS 09/17/2021

5 - 100% CONSTRUCTION DOCUMENTS 12/28/2021

6 - 100% BID SET DOCUMENTS 05/06/2022

AutoCAD SHX Text

MI0.01

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MECHANICAL NOTES,

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SYMBOL LEGEND, AND

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ABBREVIATIONS

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PJM

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DLP

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MECHANICAL SYMBOLS

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SYMBOL

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DESCRIPTION

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DESCRIPTION

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SYMBOL

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DESCRIPTION

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SYMBOL

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TEE AND ELBOW

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BALANCING VALVE

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ELBOW UP ELBOW DOWN

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ISOLATION VALVE (BALL OR BUTTERFLY)

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STRAINER WITH BLOW-OFF VALVE

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GLOBE VALVE

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UNION

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CONCENTRIC REDUCER

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ARROW INDICATES DOWNWARD PIPE PITCH

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PRESSURE GAUGE WITH GAUGE COCK

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ARROW INDICATES FLOW DIRECTION

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THERMOMETER, BOTTOM FEED

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THERMOMETER, SIDE FEED

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ARROW INDICATES FLOW

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TYPICAL

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GATE VALVE

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PRESSURE RELIEF VALVE

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NOT IN CONTRACT

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ABOVE FINISH FLOOR

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PRESS / TEMP TEST PORT

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CHECK VALVE

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FLEXIBLE PIPING

AutoCAD SHX Text N.I.C.

AutoCAD SHX Text A.F.F.

AutoCAD SHX Text R

AutoCAD SHX Text P.T.T.

AutoCAD SHX Text

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ECCENTRIC REDUCER

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SPRINKLER BRANCH AND HEADS

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SIAMESE CONNECTION

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SPRINKLER MAIN

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SM

AutoCAD SHX Text F

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FIRE LINE

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FIRE PROTECTION

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FIRE HYDRANT

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FIRE HOSE CABINET

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POST INDICATOR VALVE

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FIRE HOSE VALVE CABINET

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FVC

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FHC

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FH

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PIV

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FS

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ALARM CHECK VALVE

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FLOW SWITCH

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OS AND Y VALVE

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MEDICAL & INSTITUTIONAL

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DEIONIZED WATER

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DEIONIZED WATER CIRCULATING

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DISTILLED WATER

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DEIONIZED HOT WATER CIRCULATING

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DEIONIZED HOT WATER

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DIS

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DIC

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DI

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DIHC

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DIH

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COMPRESSED AIR

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DISTILLED WATER CIRCULATING

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NITROUS OXIDE NO

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OXYGEN O

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VACUUM

AutoCAD SHX Text A

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DISC

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NO

AutoCAD SHX Text O

AutoCAD SHX Text V

AutoCAD SHX Text

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RO

AutoCAD SHX Text G

AutoCAD SHX Text N

AutoCAD SHX Text H

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NATURAL GAS

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REVERSE OSMOSIS

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NITROGEN

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HYDROGEN

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CONDENSATE OR BOILER FEED PUMP DISCHARGE

AutoCAD SHX Text

HEATING - VENTILATING - AIR-CONDITIONING

AutoCAD SHX Text

PIPE IN SLEEVE

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VALVE IN VERTICAL PIPE

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F AND T TRAP CAP LBS/HR.

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#/HR

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PRESSURE REGULATING VALVE (PRV)

AutoCAD SHX Text

BACK-DRAFT DAMPER (COUNTER BALANCED)

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AUTOMATIC CONTROL VALVE, 3-WAY

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AUTOMATIC CONTROL VALVE, 2-WAY

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STATIC PRESSURE

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CONDENSER WATER RETURN TO TOWER

AutoCAD SHX Text

CONDENSER WATER SUPPLY FROM TOWER

AutoCAD SHX Text

REFRIGERANT HOT GAS DISCHARGE LINE

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COIL OR EQUIPMENT DRAIN LINE

AutoCAD SHX Text

REFRIGERANT SUCTION LINE

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REFRIGERANT LIQUID LINE

AutoCAD SHX Text B.D.D.

AutoCAD SHX Text S.P.

AutoCAD SHX Text

MA

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RLFA

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EA

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MIXED AIR

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RELIEF AIR

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EXHAUST AIR

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CR

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RA

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OA

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SA

AutoCAD SHX Text

CD

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CS

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RD

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RS

AutoCAD SHX Text

RL

AutoCAD SHX Text

RETURN AIR

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OUTDOOR AIR

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SUPPLY AIR

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CONDENSATE RETURN (LOW PRESSURE)

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CONDENSATE RETURN (MEDIUM PRESSURE)

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CONDENSATE RETURN (HIGH PRESSURE)

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HOT WATER SUPPLY

AutoCAD SHX Text

HOT WATER RETURN

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ETHYLENE GLYCOL SUPPLY

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ETHYLENE GLYCOL RETURN

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STEAM (LOW PRESSURE)

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STEAM (MEDIUM PRESSURE)

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STEAM (HIGH PRESSURE)

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CHILLED WATER SUPPLY

AutoCAD SHX Text

FUEL OIL RETURN

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FUEL OIL VENT

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CHILLED WATER RETURN

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FUEL OIL SUPPLY

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PS

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FOR

AutoCAD SHX Text G

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FOV

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FOS

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EG

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EGR

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CWS

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CWR

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GAS

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LPR

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HWS

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HWR

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HPR

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MPR

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MPS

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HPS

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LPS

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FIRE DAMPER WITH ACCESS DOOR

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FR.D.

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UNIT HEATER

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ROUND DUCT - CONICAL TAKE-OFF

AutoCAD SHX Text

RECTANGULAR TRANSITION WITH

AutoCAD SHX Text

WITH VOLUME DAMPER

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SINGLE BRANCH TRANSITION TAKE-OFF

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COMBINATION FIRE AND SMOKE DAMPER

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RECTANGULAR DUCT TAKE-OFF

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WITH VOLUME DAMPER

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WITH VOLUME DAMPER

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DOUBLE BRANCH TRANSITION TAKE-OFF

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SECTION IDENTIFICATION

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DETAIL IDENTIFICATION

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FLAT OVAL (FIRST NUMBER IS SIDE SHOWN)

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LINED DUCTWORK (ALSO SEE SPECS)

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ELEMENT LOCATION)

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(SHADED AREA INDICATES

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VOLUME DAMPER (V.D.)

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(FIRST NUMBER IS SIDE SHOWN)

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RECTANGULAR DUCTWORK

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FLEX CONNECTION

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ROUND DUCT

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CABINET UNIT HEATER

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CONVECTOR

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CAPACITY MBH

AutoCAD SHX Text %%uFINTUBE-TYPE

AutoCAD SHX Text 18"%%c

AutoCAD SHX Text 12/6

AutoCAD SHX Text 18"x10"

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MBH

AutoCAD SHX Text C-1

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FT-1

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CUH-1

AutoCAD SHX Text M-1

AutoCAD SHX Text M-1

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text R=1xD

AutoCAD SHX Text 45%%d

AutoCAD SHX Text 30%%d

AutoCAD SHX Text 30%%d

AutoCAD SHX Text M

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FS.D.

AutoCAD SHX Text M

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SPLITTER DAMPER

AutoCAD SHX Text 90%%d ELBOW

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MOTORIZED DAMPER

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WITH ACCESS DOOR

AutoCAD SHX Text %%uSECTION NUMBER

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SHEET NUMBER

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SHEET NUMBER

AutoCAD SHX Text %%uDETAIL NUMBER

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RETURN REGISTER OR GRILLE

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SUPPLY REGISTER OR GRILLE

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RETURN EXHAUST OR RELIEF AIR DUCT

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SUPPLY, OUTDOOR, OR MIXED AIR DUCT

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END OR RISER (SA) (OA) (MA)

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END OR RISER (RA) (EA) (RLFA)

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THERMOSTATIC EXPANSION VALVE (REFRIG)

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THERMOSTAT WITH REMOTE SENSOR

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PRESSURE OR TEMPERATURE MEASURING POINTS

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EXPANSION LOOP - WIDTH AND LENGTH

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ACCESS DOOR - SIZE AS SHOWN OR PER SPEC.

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SOLENOID VALVE (REFRIG)

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MANUAL AIR VENT

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REMOTE SENSOR

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SIGHT GLASS

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AQUASTAT

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HUMIDISTAT

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BUCKET TRAP CAP LBS/HR

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THERMOSTAT

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FLOW SWITCH

AutoCAD SHX Text

SMOKE DAMPER

AutoCAD SHX Text

HEATING RISER

AutoCAD SHX Text S

AutoCAD SHX Text

FS

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UH-1

AutoCAD SHX Text W"

AutoCAD SHX Text M

AutoCAD SHX Text S.D.

AutoCAD SHX Text P

AutoCAD SHX Text

AutoCAD SHX Text L"

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AD

AutoCAD SHX Text T

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RS

AutoCAD SHX Text A

AutoCAD SHX Text H

AutoCAD SHX Text T

AutoCAD SHX Text T

AutoCAD SHX Text

#/HR

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AutoCAD SHX Text 10x10 D-1

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SIZE TYPE

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CFM

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CFM

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SIZE TYPE

AutoCAD SHX Text S.A.

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TYPICAL DIFFUSER'S

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SOUND ATTENUATOR

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TURNING VANES

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EXTRACTOR

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CFM

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NECK SIZE, MARK

AutoCAD SHX Text A. CROSSHATCHING INDICATES EXISTING ITEMS AND ASSOCIATED MATERIALS SHALL CROSSHATCHING INDICATES EXISTING ITEMS AND ASSOCIATED MATERIALS SHALL BE REMOVED. B. DRAWINGS INDICATE APPROXIMATE ROUTING OF PIPING, DUCTWORK AND MAJOR DRAWINGS INDICATE APPROXIMATE ROUTING OF PIPING, DUCTWORK AND MAJOR COMPONENTS AND DO NOT INCLUDE ALL OFFSETS, FITTINGS, VALVES, ETC. CONTRACTOR SHALL FIELD VERIFY EXACT SIZE AND ROUTING PRIOR TO REMOVAL OR RELOCATION. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR REMOVAL OF MISCELLANEOUS MECHANICAL ITEMS LOCATED ON OR IN ANY WALLS TO BE REMOVED. C. EXISTING INSULATION DAMAGED DURING DEMOLITION / CONSTRUCTION ACTIVITIES EXISTING INSULATION DAMAGED DURING DEMOLITION / CONSTRUCTION ACTIVITIES SHALL BE REPAIRED WITH SIMILAR MATERIALS. D. ALL OPENINGS THROUGH WALLS AND FLOOR SLABS NOT BEING REUSED SHALL BE ALL OPENINGS THROUGH WALLS AND FLOOR SLABS NOT BEING REUSED SHALL BE PATCHED WITH LIKE MATERIALS AND PAINTED TO MATCH EXISTING. E. CONTRACTOR TO REVIEW THE ASBESTOS SURVEY INFORMATION PROVIDED IN THE CONTRACTOR TO REVIEW THE ASBESTOS SURVEY INFORMATION PROVIDED IN THE SPECIFICATION.

AutoCAD SHX Text

GENERAL DEMOLITION NOTES

AutoCAD SHX Text

GENERAL MECHANICAL NOTES

A. LIGHT LINE WEIGHT INDICATES EXISTING ITEMS AND ASSOCIATED MATERIALS TO LIGHT LINE WEIGHT INDICATES EXISTING ITEMS AND ASSOCIATED MATERIALS TO REMAIN. BOLD LINE WEIGHT INDICATES NEW WORK TO BE INSTALLED UNDER THIS CONTRACT. B. ROUTING INDICATED ON DRAWINGS IS APPROXIMATE AND DOES NOT INCLUDE ALL ROUTING INDICATED ON DRAWINGS IS APPROXIMATE AND DOES NOT INCLUDE ALL OFFSETS, FITTINGS, VALVES, ETC. CONTRACTOR TO FIELD VERIFY DUCT SIZE AND SERVICE PRIOR TO FINAL CONNECTION. COORDINATE LOCATION OF HVAC WORK WITH LIGHTING, STRUCTURAL MEMBERS, PIPING SYSTEMS, ETC. PROVIDE OFFSETS AND CLEARANCES OR RELOCATE HVAC WORK AS REQUIRED TO AVOID CONFLICTS WITH WORK OF ALL OTHER TRADES. C. HVAC WORK SHALL NOT BE LOCATED OVER ELECTRICAL, DATA, OR HVAC WORK SHALL NOT BE LOCATED OVER ELECTRICAL, DATA, OR COMMUNICATION EQUIPMENT ROOMS. HVAC WORK SHALL NOT BE LOCATED ABOVE ELECTRICAL / DATA / COMMUNICATION EQUIPMENT OR PANELS. D. SUPPORT ALL DUCTWORK, PIPING, EQUIPMENT, ETC. FROM BUILDING STRUCTURE. SUPPORT ALL DUCTWORK, PIPING, EQUIPMENT, ETC. FROM BUILDING STRUCTURE. HOLD PIPING TIGHT TO BOTTOM OF STRUCTURAL MEMBERS OR RUN THROUGH JOIST WEBS IF POSSIBLE. DO NOT USE WIRE OR PERFORATED METAL TO SUPPORT PIPING. DO NOT SUPPORT PIPING FROM OTHER PIPING, DUCTWORK AND/OR ELECTRICAL CONDUITS. DO NOT SUPPORT FROM BOTTOM OF CHORD OF BAR JOIST OR FROM METAL ROOF DECK. E. ALL DUCT SIZES SHOWN ARE CLEAR AIRWAY DIMENSIONS. INCREASE SHEET ALL DUCT SIZES SHOWN ARE CLEAR AIRWAY DIMENSIONS. INCREASE SHEET METAL SIZE TO ACCOMMODATE DUCT LINER AS REQUIRED. F. ELBOWS SHALL BE CONSTRUCTED WITH CENTERLINE RADIUS OF NOT LESS THAN ELBOWS SHALL BE CONSTRUCTED WITH CENTERLINE RADIUS OF NOT LESS THAN 1-1/2 TIMES THE WIDTH OF DUCT. WHERE SPACE CONDITIONS DO NOT PERMIT THIS RADIUS OR WHERE INDICATED ON DRAWINGS SQUARE ELBOWS WITH TURNING VANES SHALL BE USED. G. SIZE TRANSITIONS WITH A MINIMUM SLOPE OF 1:4. SIZE TRANSITIONS WITH A MINIMUM SLOPE OF 1:4. H. PROVIDE DRAW BANDS AND SEAL END OF DUCT INSULATION ON ALL FLEXIBLE PROVIDE DRAW BANDS AND SEAL END OF DUCT INSULATION ON ALL FLEXIBLE CONNECTIONS. MAXIMUM LENGTH OF FLEXIBLE DUCTS SHALL BE THREE FEET. I. CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY SEALING PENETRATIONS CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY SEALING PENETRATIONS THROUGH A FIRE RATED, SMOKE RATED OR COMBINATION FIRE & SMOKE RATED SEPARATIONS. SEE SPECIFICATIONS FOR FIRE & SMOKE RATED SEALANTS. SEE ARCHITECTURAL PLANS FOR RATED SEPARATIONS. J. COORDINATE ALL GRILLE, REGISTER AND DIFFUSER LOCATIONS WITH REFLECTED COORDINATE ALL GRILLE, REGISTER AND DIFFUSER LOCATIONS WITH REFLECTED CEILING PLAN, LIGHT FIXTURES, SPRINKLER HEADS, COMMUNICATION/SOUND DEVICES AND FIRE ALARM DEVICES. K. INSTALL ESCUTCHEON PLATES ON ALL WALL PENETRATIONS SERVING ROUND DUCT INSTALL ESCUTCHEON PLATES ON ALL WALL PENETRATIONS SERVING ROUND DUCT WALL PENETRATIONS. FABRICATE ESCUTCHEON PLATES TO TRIM THE OPENING IN THE WALL. L. INSTALL WALL ANGLE FOR ALL RECTANGULAR DUCT PENETRATIONS THROUGH INSTALL WALL ANGLE FOR ALL RECTANGULAR DUCT PENETRATIONS THROUGH WALLS. M. FOR EXPOSED DUCTWORK THOROUGHLY CLEAN, REMOVE ALL SHIPPING LABELS FOR EXPOSED DUCTWORK THOROUGHLY CLEAN, REMOVE ALL SHIPPING LABELS AND OTHER IDENTIFICATION TAGS. DUCTWORK DESIGNATED TO BE PAINTED SHALL HAVE PHOSPHATIZED FINISH. PROVIDE MILL-PHOSPHATIZED FINISH FOR EXPOSED NOT DESIGNATED TO BE PAINTED. COORDINATE WITH ARCHITECTURAL DRAWINGS DUCTWORK DESIGNATED FOR PAINTING AND EXPOSED DUCTWORK REQUIREMENTS. N. PROVIDE DUCT MOUNTED ACCESS DOOR AT FIRE DAMPER, SMOKE DAMPER OR PROVIDE DUCT MOUNTED ACCESS DOOR AT FIRE DAMPER, SMOKE DAMPER OR COMBINATION FIRE/SMOKE DAMPERS TO ALLOW FOR MAINTENANCE AND VISUAL INSPECTION PER NFPA REQUIREMENTS. O. VOLUME DAMPERS ABOVE INACCESSIBLE CEILINGS SHALL HAVE EXTENSION RODS VOLUME DAMPERS ABOVE INACCESSIBLE CEILINGS SHALL HAVE EXTENSION RODS AND ESCUTCHEON PLATES. P. LOCATE AND INSTALL EQUIPMENT TO PROVIDE ALL CODE AND MANUFACTURER'S LOCATE AND INSTALL EQUIPMENT TO PROVIDE ALL CODE AND MANUFACTURER'S RECOMMENDED CLEARANCES. KEEP HVAC PIPING, DUCTWORK, ETC. OUT OF CLEARANCE AREAS. Q. ALL OPENINGS IN WALLS AND FLOORS FOR PIPING SHALL BE CORE DRILLED OR ALL OPENINGS IN WALLS AND FLOORS FOR PIPING SHALL BE CORE DRILLED OR SAW CUT, UNLESS OTHERWISE NOTED. R. ALL HVAC PIPING WORK SHALL BE LOCATED ABOVE CEILINGS, IN A PIPE CHASE, ALL HVAC PIPING WORK SHALL BE LOCATED ABOVE CEILINGS, IN A PIPE CHASE, OR OTHER CONCEALED LOCATIONS, UNLESS OTHERWISE NOTED. LOCATE AND ARRANGE VALVES, DRAIN FITTINGS, ETC. TO BE ACCESSIBLE THROUGH LAY-IN CEILINGS, ACCESS PANELS OR ACCESS DOORS. PROVIDE ACCESS PANEL OR ACCESS DOOR FOR ALL VALVES, DRAIN FITTINGS, ETC. AT NON-ACCESSIBLE LOCATIONS. S. INSTALL SECTIONAL VALVES ON EACH BRANCH AND/OR RISER SERVING TWO OR INSTALL SECTIONAL VALVES ON EACH BRANCH AND/OR RISER SERVING TWO OR MORE HYDRONIC TERMINALS OR EQUIPMENT CONNECTIONS. INSTALL VALVES ADJACENT TO MAIN. T. INSTALL SHUTOFF VALVES ON INLET AND OUTLET OF EACH MECHANICAL INSTALL SHUTOFF VALVES ON INLET AND OUTLET OF EACH MECHANICAL EQUIPMENT ITEM AND/OR EACH HYDRONIC TERMINAL. U. SLOPE HVAC PIPING TO DRAIN VALVES. PROVIDE MANUAL AIR VENTS AT HIGH SLOPE HVAC PIPING TO DRAIN VALVES. PROVIDE MANUAL AIR VENTS AT HIGH POINTS AND AT TOP OF RISERS. V. SEAL ALL HVAC PENETRATIONS. SEAL PENETRATIONS THROUGH RATED WALLS, SEAL ALL HVAC PENETRATIONS. SEAL PENETRATIONS THROUGH RATED WALLS, FLOORS OR CEILINGS WITH MATERIALS APPROPRIATE FOR RATING. W. PIPING IN EXTERIOR WALLS SHALL BE LOCATED ON THE INTERIOR SIDE OF PIPING IN EXTERIOR WALLS SHALL BE LOCATED ON THE INTERIOR SIDE OF BUILDING INSULATION AND VAPOR BARRIER. X. COORDINATE INSTALLATION OF BUILDING INSULATION TO RUN CONTINUOUS COORDINATE INSTALLATION OF BUILDING INSULATION TO RUN CONTINUOUS BETWEEN PIPING AND EXTERIOR WALL SURFACE. Y. PVC PIPING SHALL NOT BE INSTALLED IN ANY RETURN AIR PLENUM UNLESS THE PVC PIPING SHALL NOT BE INSTALLED IN ANY RETURN AIR PLENUM UNLESS THE PIPING IS INSTALLED IN A PRE-APPROVED RATED ASSEMBLY

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h 6/

/2

:3

9:

P M

BID SET DOCUMENTSOffice of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

MODERNIZE BASEMENT

KITCHEN AND MORGUE

COLUMBIA, MO VAMC

589A4-20-157

Project Director

05/06/2022Revisions: Date:

1 - SCHEMATIC DOCUMENTS

2 - DESIGN DEVELOPMENT

3 - 60% CONSTRUCTION DOCUMENTS

01/10/2021 05/14/2021 07/23/2021

PROJECT NO.: 20-003

Omaha, Nebraska 68137-5566

PH: (402) 496-4115

14216 Dayton Cir - Suite #5 21 Delta Engineers, LLC

Fax: (402) 384-8900

#4

#5

#10

#9

#11

#6

#7

#8

DN

DN

UP

#14

#15

DN

DN

DN

#1#2#3

UP

UP

UP

DN DN

UP

UP

DN

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%%UBASEMENT DEMOLITION - MORGUE

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AutoCAD SHX Text GENERAL MECHANICAL NOTES A. DO NOT DEMOLISH, DISCONNECT, OR REMOVE ANY PIPES, DO NOT DEMOLISH, DISCONNECT, OR REMOVE ANY PIPES, DUCTS, OR CONDUITS WITHOUT PRIOR APPROVAL BY OWNER. B. DEMOLISH ALL HATCHED ITEMS INCLUDING ALL SUBSYSTEMS NO DEMOLISH ALL HATCHED ITEMS INCLUDING ALL SUBSYSTEMS NO LONGER REQUIRED FOR OPERATION. C. PROVIDE WRITTEN OUTAGE NOTICE TO OWNER PRIOR TO PROVIDE WRITTEN OUTAGE NOTICE TO OWNER PRIOR TO DEMOLISHING ANY PIPING, DUCTS, OR SYSTEM. PROVIDE THE OWNER WITH 72 HOURS ADVANCED NOTICE OF ANY OUTAGE. OWNER RETAINS RIGHTS TO CANCEL ANY OUTAGE AND RESCHEDULE IT FOR ANOTHER TIME TO MINIMIZE DISRUPTIONS TO THE VAMC. D. CAP AND SEAL ALL DUCTS AND PIPES TO REMAIN IN CAP AND SEAL ALL DUCTS AND PIPES TO REMAIN IN OPERATION. E. REPAIR ALL EXISTING INSULATION AND VAPOR BARRIER TO NEW REPAIR ALL EXISTING INSULATION AND VAPOR BARRIER TO NEW CONDITION WHERE DISTURBED BY DEMOLITION. F. SEAL ALL EXISTING WALL AND FLOOR PENETRATIONS WITH SEAL ALL EXISTING WALL AND FLOOR PENETRATIONS WITH GROUT AND FIRE CAULK WHERE DUCTS, PIPES, AND CONDUITS ARE REMOVED. G. REVIEW ALTERNATES AND PHASING PLANS PRIOR TO ANY REVIEW ALTERNATES AND PHASING PLANS PRIOR TO ANY DEMOLITION AND NEW WORK. H. FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO ANY WORK. FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO ANY WORK. I. DO NOT SCALE THE PLANS.DO NOT SCALE THE PLANS.

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AutoCAD SHX Text MECHANICAL POWER DEMOLITION FLAG NOTES: 1. PHASE REMOVAL OF EXISTING EXHAUST DUCTS FOR KITCHEN PHASE REMOVAL OF EXISTING EXHAUST DUCTS FOR KITCHEN AND MORGUE AREAS. PROVIDE TEMPORARY DUCTS OR UNITS TO ALLOW EACH SPACE TO BE IN OPERATION FOR EACH PHASE. SEE SPECIFICATIONS ON ASBESTOS MATERIAL HANDLING PROCEDURES AND REPORT OF ASBESTOS CONTAINING MATERIAL. EXISTING CEILING WILL BE REPLACED UNDER THIS CONTRACT. COORDINATE WITH OTHER TRADES TO ACCOMPLISH THE PHASING WITHOUT SERVICE DISRUPTIONS. DEMO KITCHEN DUCT AND REVISE EXISTING TO REMAIN AS SHOWN ON NEW HVAC SHEETS. 2. DISCONNECT EXISTING DUCT AND RECONNECT TO THE NEW DISCONNECT EXISTING DUCT AND RECONNECT TO THE NEW DUCT SHOWN ON NEW HVAC PLANS. 3. EXITING UP FOR E-17 WILL REMAIN FOR RECONNECTING TO EXITING UP FOR E-17 WILL REMAIN FOR RECONNECTING TO FOR NEW EXHAUST DUCT.

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BID SET DOCUMENTSOffice of Construction and Facilities Management

U.S. Department of Veterans Affairs

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PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

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MODERNIZE BASEMENT

KITCHEN AND MORGUE

COLUMBIA, MO VAMC

589A4-20-157

Project Director

05/06/2022Revisions: Date:

1 - SCHEMATIC DOCUMENTS

2 - DESIGN DEVELOPMENT

3 - 60% CONSTRUCTION DOCUMENTS

01/10/2021 05/14/2021 07/23/2021

PROJECT NO.: 20-003

Omaha, Nebraska 68137-5566

PH: (402) 496-4115

14216 Dayton Cir - Suite #5 21 Delta Engineers, LLC

Fax: (402) 384-8900

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6 - 100% BID SET DOCUMENTS 05/06/2022

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AutoCAD SHX Text GENERAL MECHANICAL NOTES A. DO NOT DEMOLISH, DISCONNECT, OR REMOVE ANY PIPES, DO NOT DEMOLISH, DISCONNECT, OR REMOVE ANY PIPES, DUCTS, OR CONDUITS WITHOUT PRIOR APPROVAL BY OWNER. B. DEMOLISH ALL HATCHED ITEMS INCLUDING ALL SUBSYSTEMS NO DEMOLISH ALL HATCHED ITEMS INCLUDING ALL SUBSYSTEMS NO LONGER REQUIRED FOR OPERATION. C. PROVIDE WRITTEN OUTAGE NOTICE TO OWNER PRIOR TO PROVIDE WRITTEN OUTAGE NOTICE TO OWNER PRIOR TO DEMOLISHING ANY PIPING, DUCTS, OR SYSTEM. PROVIDE THE OWNER WITH 72 HOURS ADVANCED NOTICE OF ANY OUTAGE. OWNER RETAINS RIGHTS TO CANCEL ANY OUTAGE AND RESCHEDULE IT FOR ANOTHER TIME TO MINIMIZE DISRUPTIONS TO THE VAMC. D. CAP AND SEAL ALL DUCTS AND PIPES TO REMAIN IN CAP AND SEAL ALL DUCTS AND PIPES TO REMAIN IN OPERATION. E. REPAIR ALL EXISTING INSULATION AND VAPOR BARRIER TO NEW REPAIR ALL EXISTING INSULATION AND VAPOR BARRIER TO NEW CONDITION WHERE DISTURBED BY DEMOLITION. F. SEAL ALL EXISTING WALL AND FLOOR PENETRATIONS WITH SEAL ALL EXISTING WALL AND FLOOR PENETRATIONS WITH GROUT AND FIRE CAULK WHERE DUCTS, PIPES, AND CONDUITS ARE REMOVED. G. REVIEW ALTERNATES AND PHASING PLANS PRIOR TO ANY REVIEW ALTERNATES AND PHASING PLANS PRIOR TO ANY DEMOLITION AND NEW WORK. PROVIDE TEMPORARY DUCT AND PIPING TO MAINTAIN OPERATIONS OF THE SPACES. PROVIDE TO THE CONTRACTING OFFICER REPRESENTATIVE (COR) A PHASING PHASE COVERING DEMO, NEW, AND TEMPORARY INSTALLATION GIVEN THE SPACES NEED TO START OPERATIONAL THROUGHOUT THE CONTRACT. H. FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO ANY WORK. FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO ANY WORK. I. DO NOT SCALE THE PLANS.DO NOT SCALE THE PLANS.

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AutoCAD SHX Text MECHANICAL POWER DEMOLITION FLAG NOTES: 1. REMOVE THE EXISTING KITCHEN HOODS AND ASSOCIATED REMOVE THE EXISTING KITCHEN HOODS AND ASSOCIATED COMPONENTS, PIPING, AND DUCTS NOT REQUIRED FOR THE NEW INSTALLATION OF HVAC EQUIPMENT. 2. AFTER REMOVAL OF THE DUCTWORK, PROVIDE A PLATE TO AFTER REMOVAL OF THE DUCTWORK, PROVIDE A PLATE TO SEAL THE DUCT PENETRATION. 3. RECONNECT EXISTING DUCT TO NEW DUCT AS SHOWN ON NEW RECONNECT EXISTING DUCT TO NEW DUCT AS SHOWN ON NEW HVAC DRAWINGS. 4. THE EXISTING WALK-IN COOLER MECHANICAL EQUIPMENT HAS THE EXISTING WALK-IN COOLER MECHANICAL EQUIPMENT HAS BEEN RECENTLY REPLACED AND WILL BE REUSED/RECONNECTED TO THE NEW WALK-IN COOLER. THE WALK-IN FREEZER MECHANICAL EQUIPMENT SHALL BE REMOVED AND NEW EQUIPMENT PROVIDED TO SUPPORT THE NEW FREEZER. PROVIDE ALL ASSOCIATED COMPONENTS, PIPING, AND WIRING REQUIRED FOR A FULLY OPERATIONAL UNIT. 5. DEMO THE EXISTING DUCT AND PROVIDE A NEW END CAP TO DEMO THE EXISTING DUCT AND PROVIDE A NEW END CAP TO SEAL DUCT. NEW DUCT WILL BE CONNECTED TO THE EXISTING DUCT AS SHOWN ON THE NEW HVAC SHEETS. 6. DEMO EXISTING DUCTS TO A CONNECTION POINT SHOWN ON DEMO EXISTING DUCTS TO A CONNECTION POINT SHOWN ON THE NEW HVAC SHEETS. 7. MOVE DUCTS TO NEW LOCATIONS AS SHOWN ON THE NEW MOVE DUCTS TO NEW LOCATIONS AS SHOWN ON THE NEW HVAC SHEETS. PROVIDE NEW SECTIONS OF DUCT FOR SECTIONS WITH PENETRATIONS TO MAKE A COMPLETELY SEALED SYSTEM. 8. DEMO EXISTING DUCT SHOWN AND CONNECT NEW DUCT AS DEMO EXISTING DUCT SHOWN AND CONNECT NEW DUCT AS SHOWN ON NEW HVAC SHEET. 9. DEMO EXISTING OLD KITCHEN EXHAUST DUCT ORIGINATING DEMO EXISTING OLD KITCHEN EXHAUST DUCT ORIGINATING FROM MORGUE AREA PLENUM INTO KITCHEN AREA. PROVIDE TEMPORARY DUCT IF NEEDED TO MAINTAIN OPERATIONS OF THE AREAS.

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BID SET DOCUMENTSOffice of Construction and Facilities…