Attachment G- DWGS B3235 BATTERY AREA.pdf

PDF 47 MB Posted Feb 23, 2023

Attached to: DESIGN-BUILD (DB)/DESIGN-BID- BUILD (DBB), INDEFINITE DELIVERY/INDEFINITE QUANTITY (ID/IQ) MULTIPLE AWARD CONSTRUCTION CONTRACT (MACC) GENERAL CONSTRUCTION SERVICES AT NSA CRANE, INDIANA AREA OF RESPONSIBILITY
Solicitation number: N4008523R2550
Issued by: Department of the Navy Naval Facilities Engineering Command

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Written by GovTribe AI · Dec 29, 2023

This solicitation requests proposals for an indefinite delivery/indefinite quantity multiple award construction contract for general construction services at the Naval Support Activity Crane in Indiana. The solicitation seeks to award multiple ID/IQ contracts for a one-year base period and four one-year options periods to provide construction, repair, alteration, and renovation services for facilities and infrastructure. Eligible contractors are invited to submit proposals by August 15, 2023, and awards will be made by September 30, 2023. The Naval Facilities Engineering Command is the contracting agency. Pricing will be established through individual task orders issued against the ID/IQ contracts on both a firm-fixed-price and cost-reimbursement basis.

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Attachment K-Partial Field Sketch Fire Alarm Panels and Sprinkler Riser.pdf	PDF	Apr 18, 2023
Amendment 0004.pdf	PDF	Apr 18, 2023
Amendment 0003.pdf	PDF	Apr 5, 2023
Revised Attachment C - Construction and Design Experience Project Data Sheet.docx	DOCX document	Apr 5, 2023
Amendment 0002.pdf	PDF	Mar 30, 2023
Amendment 0001.pdf	PDF	Mar 13, 2023
Attachment J- Site Visit Log.pdf	PDF	Mar 13, 2023
Attachment D - Past Performance Questionnaire.docx	DOCX document	Feb 23, 2023
Attachment F - SECNAV 5512.pdf	PDF	Feb 23, 2023
Attachment B - PIEE Vendor Access Instructions.pdf	PDF	Feb 23, 2023
Attachment H- SPECS B3235 BATTERY AREA.pdf	PDF	Feb 23, 2023
Attachment I- SOW B3235 BATTERY AREA.pdf	PDF	Feb 23, 2023
N4008523R2550 Solicitation.pdf	PDF	Feb 23, 2023
Attachment A - PPI Log Template.xlsx	XLSX spreadsheet	Feb 23, 2023
Attachment C- Construction and Design Experience.docx	DOCX document	Feb 23, 2023
Attachment E- Price Proposal Form.docx	DOCX document	Feb 23, 2023

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BUILDING 3235

NAVAL SUPPORT ACTIVITY CRANE

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13 DECEMBER 2022

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DESIGN CONTRACT NUMBER: # N4008518D8728

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APPLICABLE CODES AND STANDARDS:

AutoCAD SHX Text INTERNATIONAL BUILDING CODE 2018 INTERNATIONAL ENERGY CONSERVATION CODE 2018 INTERNATIONAL MECHANICAL CODE 2018 INTERNATIONAL PLUMBING CODE 2018 UFC 1-200-01, DOD BUILDING CODE, 8 OCTOBER 2019 UFC 1-200-02, HIGH PERFORMANCE AND SUSTAINABLE BUILDING REQUIREMENTS WITH CHANGE 4, 1 1-200-02, HIGH PERFORMANCE AND SUSTAINABLE BUILDING REQUIREMENTS WITH CHANGE 4, 1 1-200-02, HIGH PERFORMANCE AND SUSTAINABLE BUILDING REQUIREMENTS WITH CHANGE 4, 1 HIGH PERFORMANCE AND SUSTAINABLE BUILDING REQUIREMENTS WITH CHANGE 4, 1 HIGH PERFORMANCE AND SUSTAINABLE BUILDING REQUIREMENTS WITH CHANGE 4, 1 PERFORMANCE AND SUSTAINABLE BUILDING REQUIREMENTS WITH CHANGE 4, 1 PERFORMANCE AND SUSTAINABLE BUILDING REQUIREMENTS WITH CHANGE 4, 1 AND SUSTAINABLE BUILDING REQUIREMENTS WITH CHANGE 4, 1 AND SUSTAINABLE BUILDING REQUIREMENTS WITH CHANGE 4, 1 SUSTAINABLE BUILDING REQUIREMENTS WITH CHANGE 4, 1 SUSTAINABLE BUILDING REQUIREMENTS WITH CHANGE 4, 1 BUILDING REQUIREMENTS WITH CHANGE 4, 1 BUILDING REQUIREMENTS WITH CHANGE 4, 1 REQUIREMENTS WITH CHANGE 4, 1 REQUIREMENTS WITH CHANGE 4, 1 WITH CHANGE 4, 1 WITH CHANGE 4, 1 CHANGE 4, 1 CHANGE 4, 1 4, 1 4, 1 1 1 OCTOBER 2019 UFC 3-301-01, STRUCTURAL ENGINEERING, 1 OCTOBER 2019 UFC 3-400-02 DESIGN: ENGINEERING WEATHER DATA, 20 SEPTEMBER 2018 UFC 3-401-01, MECHANICAL ENGINEERING WITH CHANGE 1, 1 OCTOBER 2015 UFC 3-410-01 HVAC SYSTEMS, WITH CHANGE 6, 3 MARCH 2020 UFC 3-410-02 DIRECT DIGITAL CONTROL FOR HVAC AND OTHER BUILDING CONTROL SYSTEMS, WITH CHANGE 3-410-02 DIRECT DIGITAL CONTROL FOR HVAC AND OTHER BUILDING CONTROL SYSTEMS, WITH CHANGE 3-410-02 DIRECT DIGITAL CONTROL FOR HVAC AND OTHER BUILDING CONTROL SYSTEMS, WITH CHANGE DIRECT DIGITAL CONTROL FOR HVAC AND OTHER BUILDING CONTROL SYSTEMS, WITH CHANGE DIRECT DIGITAL CONTROL FOR HVAC AND OTHER BUILDING CONTROL SYSTEMS, WITH CHANGE DIGITAL CONTROL FOR HVAC AND OTHER BUILDING CONTROL SYSTEMS, WITH CHANGE DIGITAL CONTROL FOR HVAC AND OTHER BUILDING CONTROL SYSTEMS, WITH CHANGE CONTROL FOR HVAC AND OTHER BUILDING CONTROL SYSTEMS, WITH CHANGE CONTROL FOR HVAC AND OTHER BUILDING CONTROL SYSTEMS, WITH CHANGE FOR HVAC AND OTHER BUILDING CONTROL SYSTEMS, WITH CHANGE FOR HVAC AND OTHER BUILDING CONTROL SYSTEMS, WITH CHANGE HVAC AND OTHER BUILDING CONTROL SYSTEMS, WITH CHANGE HVAC AND OTHER BUILDING CONTROL SYSTEMS, WITH CHANGE AND OTHER BUILDING CONTROL SYSTEMS, WITH CHANGE AND OTHER BUILDING CONTROL SYSTEMS, WITH CHANGE OTHER BUILDING CONTROL SYSTEMS, WITH CHANGE OTHER BUILDING CONTROL SYSTEMS, WITH CHANGE BUILDING CONTROL SYSTEMS, WITH CHANGE BUILDING CONTROL SYSTEMS, WITH CHANGE CONTROL SYSTEMS, WITH CHANGE CONTROL SYSTEMS, WITH CHANGE SYSTEMS, WITH CHANGE SYSTEMS, WITH CHANGE WITH CHANGE WITH CHANGE CHANGE CHANGE 1, 2 MARCH 2020 UFC 3-420-01 PLUMBING SYSTEMS, WITH CHANGE 11, 1 NOVEMBER 2019 UFC 3-450-01 NOISE AND VIBRATION CONTROL, 5 MAY 2003 UFC 4-010-01 DOD MINIMUM ANTITERRORISM STANDARDS FOR BUILDINGS, 12 DECEMBER 2018 ASHRAE 62.1-2016, VENTILATION FOR ACCEPTABLE INDOOR AIR QUALITY ASHRAE 90.1-2013, ENERGY STANDARD FOR BUILDINGS EXCEPT LOW RISE RESIDENTIAL BUILDINGS ASHRAE 135-2016, BACNET - A DATA COMMUNICATION PROTOCOL FOR BUILDING AUTOMATION AND CONTROL 135-2016, BACNET - A DATA COMMUNICATION PROTOCOL FOR BUILDING AUTOMATION AND CONTROL 135-2016, BACNET - A DATA COMMUNICATION PROTOCOL FOR BUILDING AUTOMATION AND CONTROL BACNET - A DATA COMMUNICATION PROTOCOL FOR BUILDING AUTOMATION AND CONTROL BACNET - A DATA COMMUNICATION PROTOCOL FOR BUILDING AUTOMATION AND CONTROL - A DATA COMMUNICATION PROTOCOL FOR BUILDING AUTOMATION AND CONTROL - A DATA COMMUNICATION PROTOCOL FOR BUILDING AUTOMATION AND CONTROL A DATA COMMUNICATION PROTOCOL FOR BUILDING AUTOMATION AND CONTROL A DATA COMMUNICATION PROTOCOL FOR BUILDING AUTOMATION AND CONTROL DATA COMMUNICATION PROTOCOL FOR BUILDING AUTOMATION AND CONTROL DATA COMMUNICATION PROTOCOL FOR BUILDING AUTOMATION AND CONTROL COMMUNICATION PROTOCOL FOR BUILDING AUTOMATION AND CONTROL COMMUNICATION PROTOCOL FOR BUILDING AUTOMATION AND CONTROL PROTOCOL FOR BUILDING AUTOMATION AND CONTROL PROTOCOL FOR BUILDING AUTOMATION AND CONTROL FOR BUILDING AUTOMATION AND CONTROL FOR BUILDING AUTOMATION AND CONTROL BUILDING AUTOMATION AND CONTROL BUILDING AUTOMATION AND CONTROL AUTOMATION AND CONTROL AUTOMATION AND CONTROL AND CONTROL AND CONTROL CONTROL CONTROL NETWORKS ASHRAE HANDBOOKS NFPA 90A STANDARD FOR THE INSTALLATION OF AIR-CONDITIONING AND VENTILATING SYSTEMS 2018

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1. THE CONTRACTOR SHALL NOT USE ANY ASBESTOS CONTAINING MATERIAL (ACM) AT ANY TIME DURING THE CONTRACTOR SHALL NOT USE ANY ASBESTOS CONTAINING MATERIAL (ACM) AT ANY TIME DURING CONSTRUCTION. THE CONTRACTOR SHALL VERIFY THAT ALL MATERIALS, INCLUDING THOSE SUPPLIED BY THIRD PARTIES, ARE ASBESTOS FREE. 2. A WRITTEN CERTIFICATION LETTER SHALL BE PROVIDED BY THE CONTRACTOR TO THE NAVY CERTIFYING A WRITTEN CERTIFICATION LETTER SHALL BE PROVIDED BY THE CONTRACTOR TO THE NAVY CERTIFYING THAT THE FINISHED WORK IS ASBESTOS FREE. A SIGNED LETTER ON COMPANY LETTERHEAD STATING, "TO THE BEST OF MY KNOWLEDGE, NO ACM WAS USED AS A BUILDING MATERIAL IN THE BUILDING." 3. THE CONTRACTOR SHALL SUBMIT SAFETY DATA SHEETS (SDS) FOR SUSPECT MATERIALS LISTED IN NAVFAC THE CONTRACTOR SHALL SUBMIT SAFETY DATA SHEETS (SDS) FOR SUSPECT MATERIALS LISTED IN NAVFAC P-502 ASBESTOS MANAGEMENT GUIDE, APPENDIX J TO THE PROJECT MANAGER FOR THE FACILITY MANAGER'S RECORDS.

AutoCAD SHX Text

1. THE CONTRACTOR MUST BE RESPONSIBLE FOR THE PREPARATION AND IMPLEMENTATION OF THE FINAL THE CONTRACTOR MUST BE RESPONSIBLE FOR THE PREPARATION AND IMPLEMENTATION OF THE FINAL PHASING PLAN FOR THIS PROJECT. HE MUST ALSO BE RESPONSIBLE FOR ALL RISK ASSESSMENTS AND PREPARATION OF PLANS TO MANAGEMENT OF ALL RISKS FOR THE HEALTH AND SAFETY OF ALL PERSONNEL AND THE PROTECTION OF ALL ASSETS IN THE VICINITY OF BUILDING 3235. 2. THE PHASING PLAN MUST INCLUDE COORDINATION WITH BUILDING PERSONNEL, AND THE INCLUSION OF THE PHASING PLAN MUST INCLUDE COORDINATION WITH BUILDING PERSONNEL, AND THE INCLUSION OF ACTIVITIES REQUIRED OF THE BUILDING PERSONNEL TO REMOVE PORTABLE ITEMS AND TO ENCASE AND PROVIDE PROTECTIVE BARRIERS AROUND CRITICAL EQUIPMENT ITEMS THAT ARE DELICATE AND IMPRACTICAL TO BE MOVED. THE CONTRACTOR MUST BE AWARE OF THE BUILDING REMAINING CONTENTS AND MUST ATTAIN AGREEMENT REGARDING PROTECTIVE MEASURES TO BE TAKEN AROUND THEM. 3. ANY CHANGES TO THE CONTRACTOR'S WRITTEN PHASING PLAN MUST BE APPROVED IN WRITING BY THE ANY CHANGES TO THE CONTRACTOR'S WRITTEN PHASING PLAN MUST BE APPROVED IN WRITING BY THE PROJECT CONTRACTING OFFICER BEFORE IMPLEMENTATION. 4. THIS BUILDING 3235 PROJECT PROVIDES FOR THE REPLACEMENT OF PROCESS VENTILATION AND HVAC THIS BUILDING 3235 PROJECT PROVIDES FOR THE REPLACEMENT OF PROCESS VENTILATION AND HVAC SYSTEMS IN ZONE 3 AND ONE HVAC SYSTEM IN ZONE 2. THE MAIN AREAS OF CONCENTRATION OF WORK ARE THE FOLLOWING: a. PROCESS AIRFLOW SYSTEMS IN ZONE 3 (INCLUDING DEMOLITION, NEW EXHAUST, SCRUBBING AND PROCESS AIRFLOW SYSTEMS IN ZONE 3 (INCLUDING DEMOLITION, NEW EXHAUST, SCRUBBING AND MAKEUP AIR) b. HVAC SYSTEM RENOVATION FOR ZONE 2 IN ROOM 028 LABORATORY HVAC SYSTEM RENOVATION FOR ZONE 2 IN ROOM 028 LABORATORY c. HVAC SYSTEM RENOVATION FOR ZONE 3 HVAC SYSTEM RENOVATION FOR ZONE 3 d. PROCESS CHILLED WATER RENOVATIONS FOR ZONES 2 AND 3 PROCESS CHILLED WATER RENOVATIONS FOR ZONES 2 AND 3 e. FIRE DETECTION AND SUPPRESSION SYSTEMS FOR ZONES 1, 2 AND 3 FIRE DETECTION AND SUPPRESSION SYSTEMS FOR ZONES 1, 2 AND 3 f. STRUCTURAL MODIFICATIONS TO EXISTING CELLS TO ACCOMMODATE REVISED PROCESS AIRFLOW EXHAUST STRUCTURAL MODIFICATIONS TO EXISTING CELLS TO ACCOMMODATE REVISED PROCESS AIRFLOW EXHAUST AND MAKE-UP PENETRATIONS 5. WORK FOR THIS PROJECT MUST BE PHASED TO PERMIT THE ZONE 1 OFFICE AREA TO BE OCCUPIED WORK FOR THIS PROJECT MUST BE PHASED TO PERMIT THE ZONE 1 OFFICE AREA TO BE OCCUPIED WHILE THE ZONE 2 AND ZONE 3 TEST AREAS ARE RENOVATED DURING PHASE 1. WHILE WORK IS PHASE 1. WHILE WORK IS . WHILE WORK IS PERFORMED IN ZONES 2 AND 3, ZONE 1 OCCUPANTS MUST BE PROTECTED FROM ALL WORK ACTIVITY AND MUST NOT BE INTERRUPTED FROM THEIR ACTIVITIES. ALL CURRENT AMENITIES FOR ZONE 1 OCCUPANTS MUST BE MAINTAINED THROUGHOUT THE DURATION OF PHASE 1. 6. PROVIDE TEMPORARY BARRIERS BETWEEN THE OCCUPIED ZONE 1 AREA AND THE ZONE 2 AND 3 PROVIDE TEMPORARY BARRIERS BETWEEN THE OCCUPIED ZONE 1 AREA AND THE ZONE 2 AND 3 CONSTRUCTION AREAS DURING PHASE 1. ENSURE ALL EMERGENCY EGRESS PATHS ARE MAINTAINED AT ALL TIMES. 7. WORK REQUIRED IN ZONE 1 MUST BE PERFORMED DURING PHASE 2. PHASE 2 MUST NOT COMMENCE WORK REQUIRED IN ZONE 1 MUST BE PERFORMED DURING PHASE 2. PHASE 2 MUST NOT COMMENCE PHASE 2. PHASE 2 MUST NOT COMMENCE . PHASE 2 MUST NOT COMMENCE UNTIL ALL WORK IS COMPLETE AND ACCEPTED IN ZONES 2 AND 3. 8. CONTRACTOR MUST COORDINATE WITH BUILDING OCCUPANTS TO SCHEDULE PARTIAL OR FULL EVACUATION CONTRACTOR MUST COORDINATE WITH BUILDING OCCUPANTS TO SCHEDULE PARTIAL OR FULL EVACUATION OF ZONE 1 DURING PHASE 2 ACTIVITIES. EMERGENCY EGRESSES AND ALL CURRENT AMENITIES MUST BE MAINTAINED FOR ANY REMAINING PERSONNEL. 9. CURRENTLY BUILDING 3235 IS PROTECTED BY AN EXISTING FIRE ALARM AND FIRE SUPPRESSION SYSTEM. CURRENTLY BUILDING 3235 IS PROTECTED BY AN EXISTING FIRE ALARM AND FIRE SUPPRESSION SYSTEM. THESE SYSTEMS MUST BE MAINTAINED IN OPERATION WHENEVER THE BUILDING IS OCCUPIED, AND ALL PERSONNEL MUST BE PROTECTED. 10. THE CONTRACTOR MUST PREPARE AND SUBMIT A SAFETY PLAN COMPLIANCE DOCUMENT FOR REVIEW THE CONTRACTOR MUST PREPARE AND SUBMIT A SAFETY PLAN COMPLIANCE DOCUMENT FOR REVIEW AND ACCEPTANCE BY THE NAVFAC CONTRACTING OFFICER. 11. THE CONTRACTOR MUST BE RESPONSIBLE TO PROVIDE SECURITY FOR ALL OF HIS AREAS OF WORK. THE CONTRACTOR MUST BE RESPONSIBLE TO PROVIDE SECURITY FOR ALL OF HIS AREAS OF WORK. 12. UPON COMPLETION OF ANY PHASE, THE CONTRACTOR MUST REMOVE ALL TEMPORARY BARRIERS AND UPON COMPLETION OF ANY PHASE, THE CONTRACTOR MUST REMOVE ALL TEMPORARY BARRIERS AND RESTORE THE AREA TO PERMANENT FUNCTION. AT THE COMPLETION OF THE PROJECT, THE CONTRACTOR MUST REMOVE ALL REMAINING STAGING AND LAYDOWN AREAS AND MUST RESTORE THESE AREAS TO PERMANENT FUNCTION.

1. DUE TO THE NATURE OF PREVIOUS OPERATIONS THAT HAVE BEEN CONDUCTED IN ZONES 2 AND 3 OF DUE TO THE NATURE OF PREVIOUS OPERATIONS THAT HAVE BEEN CONDUCTED IN ZONES 2 AND 3 OF BUILDING 3235 FOR DESTRUCTIVE BATTERY TESTING, THE SURFACES COULD BE CONTAMINATED WITH RESIDUES. PROTECT PERSONNEL FROM POTENTIAL CONTAMINATION WHEN DISTURBING ANY SURFACES IN ZONE 3 OF BUILDING 3235.

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FFE = 810.30'

FFE = 810.47'

FFE = 810.25'

FFE = 810.51'

CATCH BASIN TC = 809.57'

E 4" CPP INV = 808.69'

BOTTOM OF

STRUCTURE = 807.40'

FFE = 810.46'

FFE = 810.42'

FFE = 810.44'

FFE = 810.28'

FFE = 810.29'

FFE = 810.27'

FFE = 810.31'

FFE = 810.32'

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E U G

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C O

M M

CATCH BASIN TC = 805.92'

S 15" CONC INV = 802.72'

6" CPP

INV = 803.12'

4" CPP

INV = 802.43'

4" CPP

INV = 802.33'

18" CONC.

INV = 801.56'

6" CPP

INV = 809.25'

6" CPP

INV = 809.06'

24" CONC.

INV = 804.77'

12" CPP

INV = 805.12'

P 809.50

G 809.0

P 809.10

G 808.6

P 809.30

G 808.8

MAX SLOPE 3H:1V

CONCRETE EQUIPMENT PAD

AND HOUSEKEEPING PADS

SEE STRUCTURAL PLANS

FOR DEMOLITION, DETAILS,

AND ADDITIONAL INFORMATION.

MATCH GRADE AT EXISTING

PAVEMENT FOR CONCRETE PAD.

RESET EXISTING DRAIN RIM

TO FINISHED GRADE

GAS SERVICE CONNECTION TO

BUILDING. SEE MECHANICAL

FOR ADDITIONAL INFORMATION

P 809.30

G 808.8

P 810.00

G 809.5

P 810.00

G 809.5

P 810.20

G 809.7

P 810.20

G 809.7

CS101

SHEET NOTES

N A

V A

S E

N G

E R

C O

M M

A N

D A

- B

111 CORNING ROAD

SUITE 200

CARY, NORTH CAROLINA 27518

919.859.5000

Scale: 1"=20'

BUILDING 3235 - CIVIL SITE PLAN

KEY NOTES

UNDERGROUND NATURAL GAS PIPING.

CONNECT TO EXISTING UNDERGROUND NATURAL GAS, SEE M-003 FOR

DETAILS.

DOAS UNIT, SEE MECHANICAL PLANS FOR DETAILS.

UNDERGROUND ELECTRIC, SEE E-003 FOR DETAILS.

PRESERVE AND PROTECT EXISTING TRANSFORMER

750KVA PAD MOUNTED TRANSFORMER, SEE SHEET ES-001 FOR

DEMOLITION OF EXISTING GENERATOR AND OTHER DETAILS.

NOT USED.

DRYWELL, SEE MECHANICAL PLANS FOR DETAILS.

LEGEND

CONCRETE

GAS LINE

UNDERGROUND ELECTRICAL LINE

SILT FENCE

LIMITS OF DISTURBANCE

(OFFSET FOR CLARITY)

LOD

1. SEE ELECTRICAL PLANS FOR ADDITIONAL INFORMATION AND

DETAILS REGARDING ELECTRICAL COMPONENTS.

2. SEE MECHANICAL PLANS FOR ADDITIONAL INFORMATION AND

DETAILS REGARDING UNDERGROUND NATURAL GAS, MAKEUP

AIR, AND DOAS UNITS.

3. IMPLEMENT SAME DAY CONSTRUCTION AND STABILIZATION

METHODS FOR UTILITY LINE INSTALLATION. INSTALL ONLY WHAT

CAN BE CONSTRUCTED AND BACKFILLED IN ONE DAY. STABILIZE

DISTURBED AREAS WITH SEEDING AS DESCRIBED IN

SUBSEQUENT NOTES BELOW.

4. INSTALL SILT FENCE PRIOR TO CONSTRUCTION OF EQUIPMENT

PADS.

5. PROVIDE PERMANENT SEEDING ON DISTURBED AREAS

IMMEDIATELY FOLLOWING WORK. PROVIDE TEMPORARY

SEEDING IF OUTSIDE OF ALLOWABLE TIME OF YEAR FOR

PERMANENT SEEDING. REPLACE TEMPORARY SEEDING WITH

PERMANENT AT THE NEXT AVAILABLE SEEDING SEASON.

6. WITHIN 30 DAYS AFTER CONSTRUCTION AND FOLLOWING

STABILIZATION OF UPSTREAM DISTURBED AREAS WITH

SEEDING, REMOVE SILT FENCE AND STABILIZE WITH SEEDING.

7. INSTALL EROSION AND SEDIMENT CONTROL MEASURES,

INCLUDING SEEDING AND SILT FENCE PER THE INDIANA

STORMWATER QUALITY MANUAL, CHAPTER 7.

8. EXISTING CONDITIONS SHOWN ARE BASED ON RECORD

DRAWINGS AND FIELD OBSERVATIONS AND DO NOT REPRESENT

FIELD SURVEY DATA. CONTRACTOR MUST VERIFY EXISTING

FIELD CONDITIONS.BUILDING 3235

GENERAL

1. MAINTAIN THE INTEGRITY OF THE STRUCTURE AND SAFETY OF WORKERS DURING CONSTRUCTION.

2. REVIEW AND VERIFY AS-BUILT CONDITIONS AND ACTUAL EQUIPMENT DIMENSIONS USING APPROVED

MANUFACTURER/VENDOR DRAWINGS THAT AFFECT CONSTRUCTION PRIOR TO SUBMISSION OF SHOP

DRAWINGS.

3. COORDINATE REVISIONS TO THE STRUCTURAL SYSTEM AS A RESULT OF ACCEPTANCE OF

CONTRACTOR-PROPOSED ALTERNATIVES OR SUBSTITUTIONS.

4. SCALES SHOWN ON THE DRAWINGS ARE FOR GENERAL INFORMATION ONLY. DIMENSIONAL INFORMATION

MUST NOT BE OBTAINED BY MEASURING OFF THE DRAWINGS.

5. DIMENSIONS INDICATED ON THE DRAWINGS ARE BASED ON EXISTING DRAWINGS. PRIOR TO

CONSTRUCTION, VERIFY DIMENSIONS AND LOCATIONS OF EXISTING STRUCTURAL SYSTEMS. IMMEDIATELY

REPORT ANY UNUSUAL CONDITIONS TO COR.

6. ALL DETAILS, SECTIONS, AND NOTES SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL

APPLY TO SIMILAR SITUATIONS, UON.

7. NO CHANGE IN SIZE, DIMENSION, OR POSITION OF STRUCTURAL ELEMENTS SHALL BE MADE WITHOUT THE

APPROVAL OF THE COR.

8. REFER TO CIVIL, ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND FIRE PROTECTION DRAWINGS

FOR DIMENSIONS AND LOCATIONS OF OPENINGS, INSERTS, DEPRESSIONS, EQUIPMENT PADS, DRIPS, REVEALS, FINISHES, AND OTHER SUCH PROJECT REQUIREMENTS NOT SHOWN ON STRUCTURAL DRAWINGS.

9. SUBMIT DIMENSIONED COORDINATED SHOP DRAWINGS SHOWING THE LOCATIONS OF ALL SLEEVES AND

OPENINGS REQUIRED BY ALL TRADES THROUGH STRUCTURAL ELEMENTS. ANY ADDITIONAL OPENINGS NOT

SHOWN ON SHOP DRAWINGS WILL REQUIRE WRITTEN APPROVAL OF THE COR.

10. REFER TO ARCHITECTURAL DRAWINGS FOR DETAILED INFORMATION REGARDING FINISHES,

WATERPROOFING, LOCATIONS OF NON-LOAD BEARING PARTITIONS, EXTERIOR FACE OF BUILDING, ETC.

11. TAKE ALL MEASURES NECESSARY TO PROTECT EXISTING AND NEW UTILITIES, STRUCTURAL MEMBERS, FINISHES, ETC. ASSUME FULL RESPONSIBILITY FOR ANY DAMAGE DURING CONSTRUCTION. RESTORATION

OF DAMAGED AREAS SHALL BE TO THE SATISFACTION OF THE GOVERNMENT, AT NO COST TO THE

GOVERNMENT.

12. DO NOT REPRODUCE ANY PORTION OF THE STRUCTURAL CONTRACT DRAWINGS FOR RESUBMITTAL AS

SHOP DRAWINGS. SHOP DRAWINGS PRODUCED IN SUCH A MANNER WILL BE REJECTED AND RETURNED.

EXISTING CONSTRUCTION

1. ALL INFORMATION SHOWN ON THESE DRAWINGS THAT RELATE TO THE EXISTING CONSTRUCTION IS BASED

ON THE AVAILABLE EXISTING DRAWINGS PREPARED BY LESTER B. KNIGHT & ASSOC., INC, DATED 21 MAY

2990, AND SUPPLEMENTED BY SITE OBSERVATIONS IN NOVEMBER 2022. HOWEVER, THE STRUCTURE MAY

HAVE BEEN MODIFIED SINCE THE ORIGINAL CONSTRUCTION. THE INFORMATION SHOWN HEREIN IS DEEMED

RELIABLE BUT ACTUAL FIELD CONDITIONS MAY VARY. THE CONTRACTOR MUST VERIFY ALL EXISTING

DIMENSIONS, ELEVATIONS AND MEMBER SIZES BEFORE PROCEEDING WITH THE WORK. IF THE EXISTING

CONDITIONS DIFFER FROM THAT SHOWN ON THESE DRAWINGS DISCONTINUE WORK AND OBTAIN

DIRECTION FROM THE COR.

2. DO NOT REMOVE OR CUT ANY SLABS, BEAMS, COLUMNS, WALLS OR OTHER BUILDING COMPONENTS

UNLESS INDICATED ON THESE DRAWINGS OR APPROVED BY THE COR IN WRITING.

DESIGN CODES AND STANDARDS

THE FOLLOWING CODES AND STANDARDS AS MODIFIED BY THE REFERENCED UFC PUBLICATIONS APPLY TO

THE DESIGN AND CONSTRUCTION OF THIS PROJECT.

1. UNIFIED FACILITIES CRITERIA (UFC) 1-200-01, DOD BUILDING CODE (GENERAL BUILDING REQUIREMENTS), (NOV 1, 2019)

2. UNIFIED FACILITIES CRITERIA (UFC) 3-301-01, STRUCTURAL ENGINEERING (NOV 1, 2019)

3. UNIFIED FACILITIES CRITERIA (UFC) 3-340-02, STRUCTURES TO RESIST THE EFFECTS OF ACCIDENTAL

EXPLOSIONS (SEP 1, 2014)

4. UNIFIED FACILITIES CRITERIA (UFC) 4-010-01, DOD MINIMUM ANTITERRORISM STANDARDS FOR BUILDINGS

(DEC 12, 2019)

5. INTERNATIONAL BUILDING CODE (IBC 2018).

6. INTERNATIONAL EXISTING BUILDING CODE (IEBC 2018)

7. AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS AND ASSOCIATED CRITERIA FOR

BUILDINGS AND OTHER STRUCTURES (ASCE 7-16)

8. AMERICAN CONCRETE INSTITUTE'S (ACI) "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE"

318-14.

9. THE MASONRY SOCIETY (TMS) "BUILDING CODE REQUIREMENTS AND SPECIFICATION FOR MASONRY

STRUCTURES" 402/602-16.

10. AISC 360-16 SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS.

DESIGN LOADS

1. RISK CATEGORY (FOR DETERMINATION OF LOADING PARAMETERS) II

2. LIVE LOADS

ROOF LIVE LOAD 20 PSF

TEST CELL CEILING 100 PSF

EXTERIOR EQUIPMENT SUPPORT PLATFORMS 60 PSF

3. TEST CELL DESIGN PRESSURES (ACTING TOWARD SURFACES):

CELLS 45-47 10 PSI

CELLS 48-49, 54-56 15 PSI

CELL 51 5 PSI

CELL 52 30 PSI

TEST CELL PRESSURE RATINGS MAY BE REDUCED PENDING RESULTS OF STRUCTURAL STUDY.

4. SNOW LOADS

GROUND SNOW LOAD, Pg 20 PSF

SNOW IMPORTANCE FACTOR, Is 1.0

SNOW THERMAL FACTOR, Ct 1.0

SNOW SLOPE FACTOR, Cs 1.0

SNOW EXPOSURE FACTOR, Ce 0.9

FLAT ROOF SNOW LOAD, Pf 13 PSF

MINIMUM SNOW LOAD 20 PSF

LEEWARD UNBALANCED SNOW LOAD 4 PSF

WINDWARD UNBALANCED SNOW LOAD 30 PSF

WIDTH OF UNBALANCED SNOW LOAD 16.1 FT

5. WIND LOAD PARAMETERS FOR NEW CONSTRUCTION:

BASIC WIND SPEED, V 106 MPH

WIND EXPOSURE CLASSIFICATION C

INTERNAL PRESSURE COEFFICIENT ±0.18

6. WIND LOAD PARAMETERS FROM EXISTING DRAWINGS:

WIND DESIGN VE

7. SEISMIC LOAD PARAMETERS FOR NEW CONSTRUCTION:

Ss 0.30g

S1 0.121g

SITE CLASS (ASSUMED) D

SEISMIC IMPORTANCE FACTOR, Ie 1.0

SDS 0.312g

SD1 0.190g

DESIGN CATEGORY C

8. SEISMIC LOAD PARAMETERS FROM EXISTING DRAWINGS:

SEISMIC ZONE 2

SEISMIC ZONE COEFFICIENT, Z 3/8

SEISMIC IMPORTANCE FACTOR, Ie 1.25

HORIZONTAL FORCE FACTOR, K 1

9. THE ALTERATIONS DO NOT SIGNIFICANTLY INCREASE THE DESIGN LATERAL LOADS, LESS THAN 10%, OR

MODIFY THE LATERAL LOAD RESISTING SYSTEM (LLRS). THEREFORE, IN ACCORDANCE WITH IEBC 2018, PARAGRAPH 805.3, THE EXISTING LLRS DOES NOT NEED TO BE ALTERED.

CONCRETE

1. CONCRETE MUST HAVE NORMAL WEIGHT COARSE AGGREGATES CONFORMING TO ASTM C150, TYPE

II OR I/II CEMENT, AND MUST HAVE MINIMUM COMPRESSIVE STRENGTH (f'c) OF 4,500 PSI AT 28 DAYS

UON. CONCRETE MUST HAVE A MAXIMUM NOMINAL COURSE AGGREGATE SIZE OF 3/4", TARGET AIR

CONTENT OF 6%, AND MAXIMUM WATER-CEMENTITIOUS MATERIAL RATIO OF 0.45.

2. DETAILING OF CONCRETE REINFORCEMENT BARS AND ACCESSORIES MUST CONFORM TO THE

RECOMMENDATIONS OF ACI 315 "DETAILS AND DETAILING OF CONCRETE REINFORCEMENT" AND ACI

SP-66 "DETAILING MANUAL". PLACING OF REINFORCING BARS MUST CONFORM TO THE

RECOMMENDATIONS OF ACI 315R "MANUAL OF ENGINEERING AND PLACING DRAWINGS FOR

REINFORCED CONCRETE STRUCTURES" AND CRSI "MANUAL OF STANDARD PRACTICE".

3. MIXING, TRANSPORTING, AND PLACING OF CONCRETE MUST CONFORM TO ACI 301.

4. MINIMUM CONCRETE COVER PROTECTION FOR REINFORCEMENT BARS:

A. CONCRETE CAST AGAINST & PERMANENTLY EXPOSED TO EARTH 3 IN

B. EXPOSED TO EARTH OR WEATHER WHERE FORMS ARE USED:

NO. 6 BARS AND LARGER 2 IN

NO. 5 BARS AND SMALLER 1 1/2 IN

5. CONCRETE REINFORCEMENT BARS MUST BE ASTM A 615, GRADE 60, DEFORMED, UON.

6. LOCATE REINFORCING BEFORE CORING CONCRETE AND SHIFT LOCATION OF CORE UP TO 4 1/2"± TO

MINIMIZE THE NUMBER OF REINFORCING BARS CUT.

6. SPLICE REINFORCING BARS PER ACI 318 WITH CLASS B TENSION LAP SPLICES, UON. DEVELOPMENT

AND SPLICE LENGTHS ARE INDICATED IN TABLE 1.

STRUCTURAL AND MISCELLANEOUS STEEL

1. STRUCTURAL STEEL DETAILING, FABRICATION AND ERECTION MUST CONFORM TO THE AISC

"SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS" AISC 360-16 AND THE AISC "CODE OF

STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES".

2. MATERIALS MUST CONFORM TO THE STANDARDS LISTED:

PLATES, ANGLES AND CHANNELS: ASTM A36

ANCHOR RODS: ASTM F1554, GRADE 36

STRUCTURAL BOLTS: ASTM F3125 GRADE A325

HSS TUBES: ASTM A500 GRADE C

3. WELDING MUST CONFORM TO THE AMERICAN WELDING SOCIETY STANDARD D1.1. ELECTRODES FOR

SHOP WELDS MUST BE LOW HYDROGEN AND HAVE MINIMUM 70 KSI TENSILE STRENGTH

4. DO NOT INSTALL MISFABRICATED OR MISALIGNED STRUCTURAL STEEL MEMBERS.

5. DO NOT CUT STRUCTURAL STEEL MEMBERS OR JOISTS UNLESS SO INDICATED IN THE DRAWINGS OR

AS APPROVED BY COR.

6. STEEL FRAMING AND CONNECTIONS MUST BE HOT DIP GALVANIZED. MINIMIZE FIELD WELDS TO THE

EXTENT PRACTICAL. APPLY TWO COATS OF A HIGH SOLIDS ZINC RICH PRIMER AT FIELD WELDS.

ABBREVIATIONS:

@ AT

& AND

℄ CENTER LINE

ACI AMERICAN CONCRTE INSTITUTE

AISC AMERICAN INSTITUTE OF STEEL

CONSTRUCTION

BOT BOTTOM

CJ CONTRACTION JOINT

CLR CLEAR

CO CLEAR OPENING

COL COLUMN

CONC CONCRETE

CONT CONTINUOUS

COR CONTRACTING OFFICER'S

REPRESENTATIVE

db DIAMETER OF BAR

DET DETAIL

DIA DIAMETER

DN DOWN

DWG DRAWING

DWL DOWEL

EA EACH

EF EACH FACE

EL ELEVATION

EMBED EMBEDMENT

EQ EQUAL

EQUIP EQUIPMENT

EW EACH WAY

EX EXISTING

FDN FOUNDATION

FLR FLOOR

FTG FOOTING

HORZ HORIZONTAL

HP HIGH POINT

I MOMENT OF INERTIA

IBC INTERNATIONAL BUILDING CODE

IN INCH(ES)

Ld DEVELOPMENT LENGTH

LP LOW POINT

m METERS

MAX MAXIMUM

MIN MINIMUM

mm MILLIMETERS

OC ON CENTER

OPNG OPENING

REINF REINFORCEMENT

REQD REQUIRED

RO ROUGH OPENING

S SECTION MODULUS

SIM SIMILAR

SOG SLAB ON GROUND

T&B TOP AND BOTTOM

T/ TOP OF

TOC TOP OF CONCRETE

TOF TOP OF FOOTING

TYP TYPICAL

TOW TOP OF WALL

UFC UNIFIED FACILITIES CRITERIA

UON UNLESS OTHERWISE NOTED

VERT VERTICAL

W/CM WATER/CEMENTITIOUS MATERIAL RATIO

W/O WITHOUT

WWF WELDED WIRE FABRIC

TABLE 1: REINFORCING BAR DEVELOPMENT LENGTHS (INCHES)

BAR SIZE

4000 PSI

TOP BARS OTHER BARS

CASE 1 CASE 2 CASE 1 CASE 2

#3 18 28 14 21

#4 25 37 19 28

#5 31 46 24 36

#6 37 55 28 43

#7 54 81 42 62

TABLE 1 NOTES:

1. TOP BARS IS DEFINED AS GREATER THAN 12 INCHES OF FRESH CONCRETE BENEATH THE BAR AND

OTHER BARS IS DEFINED AS LESS THAN 12 INCHES OF CONCRETE BENEATH THE BAR.

2. CASE 1: CLEAR SPACING OF BARS DEVELOPED OR SPLICED NOT LESS THAN db, CLEAR COVER NOT

LESS THAN db, AND STIRRUPS OR TIES THROUGHOUT Ld NOT LESS THAN THE CODE MINIMUM BARS

BEING DEVELOPED OR SPLICED NOT LESS THAN 2db AND CLEAR COVER NOT LESS THAN db.

3. CASE 2: BARS DEVELOPED OR SPLICED WITH CLEAR COVER AND/OR SPACING NOT MEETING THE

REQUIREMENTS OF CASE 1.

4. SPLICE LENGTHS:

a. CLASS A TENSION SPLICE = 1.0 Ld, 12 IN MIN

b. CLASS B TENSION SPLICE = 1.3 Ld, 12 IN MIN

c. COMPRESSION SPLICE = 30 db, 12 IN MIN

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S-001

MASONRY

1. CONCRETE MASONRY COMPONENTS AND ASSEMBLIES MUST BE AS FOLLOWS:

A. CONCRETE MASONRY UNITS: ASTM C90, LIGHTWEIGHT

B. MASONRY NET COMP STRENGTH: 2,000 PSI

C. GROUT: ASTM C476, f'c = 3,000 PSI

D. MASONRY DESIGN STRENGTH: f'm = 2,000 PSI

E. MORTAR: ASTM C270, TYPE S

2. REINFORCING BARS: ASTM A615, GRADE 60 UON

3. COORDINATE FIRE-RATED CONCRETE MASONRY ASSEMBLIES WITH ARCHITECTURE AND LIFE

SAFETY. PROVIDE UL LISTED UNITS THAT MEET FIRE-RATING AND STRUCTURAL REQUIREMENTS.

4. PLACE MASONRY UNITS IN A RUNNING BOND PATTERN, UON.

5. FILL-IN EXISTING WALL AT VOIDED OPENING TO MATCH EXISTING WALL ASSEMBLY. NEW FILL-IN WALL

TO BE FLUSH AT BOTH SIDES.

6. PROVIDE LINTELS, AS SHOWN ON DRAWING S-501, ABOVE ALL OPENINGS WIDER THAN 16".

LEGEND:

NEW WORK

EXISTING

CONCRETE DEMOLITION

EXISTING EQUIPMENT PAD

EQUIPMENT PAD

POST-INSTALLED ANCHORS

1. ANCHORS AND INSERTS EXPOSED TO EARTH OR WEATHER MUST BE STAINLESS STEEL, UON. AT

OTHER LOCATIONS PROVIDE CARBON STEEL ANCHORS WITH ZINC PLATING IN ACCORDANCE WITH

ASTM B 633, TYPE III Fe/Zn (SC1), UON. EMBEDDED DEFORMED REINFORCING BARS MUST BE

UNCOATED STEEL.

2. PROVIDE TYPE, SIZE, & EMBED INTO THE EXISTING CONCRETE AS INDICATED.

3. EXPANSION ANCHORS MUST BE WEDGE TYPE, TORQUE CONTROLLED.

4. ADHESIVE ANCHORS MUST CONSIST OF AN INSERT AND CARTRIDGE TYPE, TWO COMPONENT, EPOXY

OR HYBRID ADHESIVE DISPENSED AND MIXED THROUGH A STATIC MIXING NOZZLE PROVIDED BY THE

ADHESIVE MANUFACTURER.

5. ANCHORING TO CONCRETE:

A. MECHANICAL ANCHORS USED IN CONCRETE MUST HAVE BEEN TESTED AND PREQUALIFIED FOR

PERFORMANCE IN CRACKED AND UNCRACKED CONCRETE IN ACCORDANCE WITH ACI 355.2 AND

ICC-ES AC193.

B. ADHESIVE ANCHORS MUST HAVE BEEN TESTED AND PREQUALIFIED FOR PERFORMANCE IN

CRACKED AND UNCRACKED CONCRETE IN ACCORDANCE WITH ICC-ES AC308, INCLUDING

HORIZONTAL AND OVERHEAD INSTALLATIONS, AND LONG TERM CREEP AT ELEVATED

TEMPERATURES.

6. IDENTIFY POSITION OF REINFORCING STEEL AND OTHER EMBEDDED ITEMS PRIOR TO DRILLING

HOLES FOR ANCHORS. EXERCISE CARE IN DRILLING TO AVOID DAMAGING EXISTING REINFORCING OR

EMBEDDED ITEMS. NOTIFY THE COR IF REINFORCING STEEL OR OTHER EMBEDDED ITEMS ARE

ENCOUNTERED DURING DRILLING.

9. PROVIDE ANCHORS IN DRY HAMMER DRILLED HOLES IN ACCORDANCE WITH MANUFACTURER'S

PRINTED INSTRUCTIONS.

10. 3/4" POST-INSTALLED EXSPANSION ANCHORS MUST HAVE A MINIMUM FACTORED TENSILE STRENGTH

OF 18,034 LBS AND A MINIMUM FACTORED SHEAR STRENGTH OF 10,764 LBS.

11. 1/2" POST-INSTALLED EXPANSION ANCHORS MUST HAVE A MINIMUM FACTORED TENSILE STRENGTH

OF 8.430 LBS AND A MINIMUM FACTORED SHEAR STRENGTH OF 4,469 LBS.

DELEGATED DESIGN

1. EQUIPMENT SUPPORT PLATFORMS.

2. HANGERS FOR MATERIALS AND SYSTEMS WHERE THE DESIGN IS NOT SPECIFICALLY AND

COMPLETELY INDICATED IN THE CONSTRUCTION DOCUMENTS, INCLUDING BUT NOT LIMITED TO

DUCTS, PIPES, CONDUITS, AND CEILINGS.

ASPHALT PAVING DEMOLITION

SLAB ON GROUND

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SHEET NOTES

1. VERIFY EXISTING CONDITIONS PRIOR TO DEMOLITION.

2. COORDINATE WORK WITH OTHER DISCIPLINES, NOTIFY CONTRACTING

OFFICER'S REPRESENTATIVE OF DISCREPANCIES.

3. REFER TO S-001 FOR GENERAL NOTES AND ABBREVIATIONS.

4. REFER TO S-501 AND S-502 FOR STRUCTURAL DETAILS.

DEMOLITION KEY NOTES

REMOVE EXTERIOR EQUIPMENT PAD.

EXISTING TEST CELL WALL TO REMAIN. SEE SD102 FOR MORE

INFORMATION.

EXISTING TEST CELL DOORWAY TO REMAIN.

EXISTING BUILDING EXTERIOR WALL TO REMAIN.

EXISTING INTERIOR BUILDING WALL TO REMAIN.

EXISTING 10"± SLAB ON GROUND TO REMAIN OUTSIDE OF TEST CELLS.

EXISTING 8" SLAB ON GROUND TO REMAIN.

EXISTING DRAIN TO REMAIN.

EXISTING EXTERIOR STAIRS AND LANDING TO REMAIN. MAINTAIN

INTEGRITY OF STAIRS AND LANDING.

REMOVE EXISTING EQUIPMENT PADS AND 8" SLAB ON GROUND WITHIN

THIS AREA.

EXISTING SLAB ON GROUND TO REMAIN:

CELLS 51 AND 52 20" THK SLAB ON GROUND

OTHER CELLS 14" THK SLAB ON GROUND

EXISTING INTERIOR EQUIPMENT PAD TO REMAIN.

EXISTING EXTERIOR EQUIPMENT PAD TO REMAIN.

EXISTING EXTERIOR EQUIPMENT PAD TO REMAIN. VERIFY DIMENSIONS

IN FIELD.

REMOVE EXISTING PAVING AND BOLLARDS WITHIN THIS AREA.

EXISTING 8" SLAB ON GROUND TO REMAIN. VERIFY DIMENSIONS IN

FIELD.

Scale: 1/8" : 1'

ZONE 2 & 3 STRUCTURAL GROUND FLOOR DEMOLITION PLAN

27' - 0" 3' - 0" 23'-8" 23'-8" 23' - 8"

5'-0" 19'-0" 9'-6"

7'-0"

TYP

SD101

26' - 0"

18'-0"

CELL 45

CELL 46

CELL 47

CELL 48

CELL 49

CELL 51

CELL 52

CELL 54

CELL 55

CELL 56

TYP

50'-0"

2'-0"

ZONE 3ZONE 2

754 9

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SHEET NOTES

1. VERIFY EXISTING CONDITIONS PRIOR TO DEMOLITION.

2. COORDINATE WORK WITH OTHER DISCIPLINES, NOTIFY CONTRACTING

OFFICER'S REPRESENTATIVE OF DISCREPANCIES.

3. REFER TO S-001 FOR GENERAL NOTES AND ABBREVIATIONS.

4. REFER TO S-501 AND S-502 FOR STRUCTURAL DETAILS.

5. DIMENSIONS ARE MEASURED TO CENTER OF PENETRATION.

6. TEST CELL ROOF ELEVATION, VERIFY IN FIELD:

TOC EL = 111'-2" CELLS 45, 48, 49, 54, 55, 56

TOC EL = 111'-8" CELLS 51, 52

TOC EL = 122'-2" CELL 46

TOC EL = 125'-2" CELL 47

DEMOLITION KEY NOTES

CORE DRILL 17"Ø (±1/2") PENETRATION INTO TEST CELL ROOF FOR

MECHANICAL DUCT. SEE MECHANICAL FOR STEEL PIPE SLEEVE, GROUT

AND SEAL INFORMATION. COORDINATE CORE DIAMETER WITH THE PIPE

SLEEVE OUTSIDE DIAMETER.

EXISTING REINFORCED CONCRETE CELL ROOF SLAB TO REMAIN:

CELLS 51 AND 52 20" THK SLAB WITH #9 @ 6" OC EW EF

OTHER CELLS 14" THK SLAB WITH #8 @ 9" OC EW EF

EXISTING REINFORCED CONCRETE CELL WALLS TO REMAIN:

CELLS 51 AND 52 20" THK WALL WITH #9 @ 6" OC EW EF

OTHER CELLS 14" THK WALL WITH #8 @ 9" OC EW EF

CORE DRILL 19"Ø (±1/2") PENETRATION THROUGH CELL WALL, CONCENTRIC

WITH EXISTING OPENING, TO ENLARGE EXISTING 12"Ø OPENING. REMOVE

EXISTING SLEEVE, PLATE AND ANCHORS. SEE MECHANICAL FOR STEEL

PIPE SLEEVE, GROUT AND SEAL INFORMATION. COORDINATE CORE

DIAMETER WITH THE PIPE SLEEVE OUTSIDE DIAMETER.

CORE DRILL 17"Ø (±1/2") PENETRATION THROUGH CELL WALL, SEE

MECHANICAL FOR PENETRATION ELEVATION, STEEL PIPE SLEEVE, GROUT

AND SEAL INFORMATION. COORDINATE CORE DIAMETER WITH THE PIPE

OUTSIDE DIAMETER.

EXISTING EXTERIOR BUILDING WALL TO REMAIN.

CELL 45

CELL 56

CELL 46

CELL 47

CELL 54

CELL 48

CELL 52

CELL 49

CELL 51

CELL 55

Scale: 1/8" : 1'

ZONE 3 STRUCTURAL TEST CELL CEILING DEMOLITION PLAN

26' - 0" 27' - 0" 23'-8" 23'-8" 23' - 8"3' - 0"

8'-5" 11'-6"12'-7" 9'-4"

14'-8"

TYP

16 PLACES

TYP

4'-0"

11'-4" 3'-4"

SD102

3'-0"

6'-8"

11'-0"

ZONE 3ZONE 2

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OFFICER'S REPRESENTATIVE OF DISCREPANCIES.

2. REFER TO S-001 FOR GENERAL NOTES AND ABBREVIATIONS.

3. REFER TO S-501 AND S-502 FOR STRUCTURAL DETAILS.

KEY NOTES

EXISTING TEST CELL WALL. SEE SD102 FOR MORE INFORMATION.

EXISTING TEST CELL DOORWAY.

EXISTING BUILDING EXTERIOR WALL.

EXISTING INTERIOR BUILDING WALL.

INTERIOR EQUIPMENT PAD, VERIFY GEOMETRY WITH MECHANICAL

AND EQUIPMENT MANUFACTURER, REFER TO DETAIL C1/S-501.

EXISTING ±10" SLAB ON GROUND OUTSIDE OF TEST CELLS.

EXISTING 8" SLAB ON GROUND.

EXISTING FLOOR DRAIN.

EXISTING SLAB ON GROUND. SEE SD102 FOR MORE INFORMATION.

EXISTING INTERIOR EQUIPMENT PAD.

EXISTING EXTERIOR EQUIPMENT PAD.

EQUIPMENT PAD. REFER TO DETAIL C3/S-502 FOR ADDITIONAL

INFORMATION. VERIFY GEOMETRY WITH ELECTRICAL, MECHANICAL

AND EQUIPMENT MANUFACTURER.

Scale: 1/8" : 1'

ZONE 2 & 3 STRUCTURAL GROUND FLOOR PLAN

27' - 0" 3' - 0" 23'-8" 23'-8" 23' - 8"

17'-6"

26' - 0"30' - 0"

S-101

3'-2"

5'-4"1'-4"

2'-8"

3'-0" 7'-6"

TYP

CELL 46

CELL 47

CELL 48

CELL 49

CELL 45

CELL 51

CELL 52

CELL 54

CELL 55

CELL 56

TYP

16'-1"3'-11"

ZONE 3ZONE 2

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OFFICER'S REPRESENTATIVE OF DISCREPANCIES.

2. REFER TO S-001 FOR GENERAL NOTES AND ABBREVIATIONS.

3. REFER TO S-501 AND S-502 FOR STRUCTURAL DETAILS.

KEY NOTES

EXISTING BUILDING 3235 FACE OF CONC WALL @ GRADE.

EXISTING EXTERIOR EQUIPMENT PAD. VERIFY DIMENSIONS IN FIELD.

CONCRETE SLAB ON GROUND CONTROL JOINT. REFER TO DETAIL

A1/S-502.

6" DIAMETER CONCRETE BOLLARDS AT MAXIMUM 6'-0" OC. REFER TO

DETAIL A4/S-501.

EXISTING EXTERIOR STAIRS AND LANDING. MAINTAIN INTEGRITY OF

STAIRS AND LANDING.

EQUIPMENT PAD, VERIFY GEOMETRY WITH ELECTRICAL, MECHANICAL

AND EQUIPMENT MANUFACTURER, REFER TO DETAIL C1/S-501.

8" THICK SLAB-ON-GROUND OVER 8" OF COMPACTED #57 ASTM C33

COURSE AGGREGATE. REFER TO DETAIL C3/S-501 FOR ADDITIONAL

INFORMATION. VERIFY GEOMETRY WITH ELECTRICAL, MECHANICAL

AND EQUIPMENT MANUFACTURER.

EXTERIOR EQUIPMENT PAD EXTENSION, VERIFY GEOMETRY WITH

MECHANICAL AND EQUIPMENT MANUFACTURER. REFER TO DETAIL

A3/S-501.

CONCRETE SLAB ON GROUND ISOLATION JOINT. REFER TO DETAIL

A3/S-502.

(2) #4 X 3'-0" LONG CORNER REINFORCING BARS @ 2" OC PLACED AT MID

DEPTH OF SLAB ON GROUND OR EQUIPMENT PAD.

SLAB ON GROUND EXTENSION, VERIFY GEOMETRY WITH MECHANICAL

AND EQUIPMENT MANUFACTURER, REFER TO DETAIL A3/S-501.

12" THICK EQUIPMENT PAD OVER 8" OF COMPACTED #57 ASTM C33

COURSE AGGREGATE. REFER TO DETAIL C3/S-502 FOR ADDITIONAL

INFORMATION. VERIFY GEOMETRY WITH ELECTRICAL, MECHANICAL

AND EQUIPMENT MANUFACTURER.

EXISTING EXTERIOR EQUIPMENT PAD.

EXISTING 8" SLAB ON GROUND. VERIFY DIMENSIONS IN FIELD.

S-102

Scale: 1/8" : 1'

EQUIPMENT PAD PLAN

2'-0" TYP

Y P

2'-1"

8'-8"

18'-6"

22'-11"

5'-0" 3'-0"

19'-0" 4'-0"

2'-1"

1 2

10'-6"

2'-0"

19'-0"

2'-0"

8 9

2'-7"

8'-3" 7'-9"

10'-0"

ADHESIVE ANCHORS, REFER

TO EQUIP SHOP DRAWINGS

FOR TYPE, SIZE,

PROJECTION AND LOCATION.

MIN 3" EMBED INTO SLAB.

& APPLY BONDING AGENT

T/ SLAB EL

L R

Y P

I N

SEE NOTE BELOW

MIN #3 @ 12" OC

NOTE: COORDINATE PAD LOCATIONS AND SIZE WITH MECHANICAL

DRAWINGS AND EQUIP MANUFACTURER'S RECOMMENDATIONS

3/4" CHAMFER, TYP

ROUGHEN TO 1/4" AMPLITUDE

S I Z

O C

A T

I O

R E

E C

H A

N I C

O R

O P

E N

I N

STEEL ANGLE

EXISTING CMU

#4 @ 12" OC EACH WAY T&B

ALIGN TOP OF SLAB WITH

EXISTING PAVEMENT

ELEVATION VARIES

(SEE CIVIL)

8" AGGREGATE BASE COURSE

COMPACTED SUBGRADE (95%

MAXIMUM DRY DENSITY IN

ACCORDANCE WITH ASTM D1557)

NOTE: COORDINATE SLAB LOCATION, SLAB SIZE, AND

LOCATIONS OF OPENINGS AND SLEEVES THROUGH SLAB

WITH EQUIPMENT SUPPLIERS OR MANUFACTURERS AND

MEP DRAWINGS.

SEE NOTE BELOW

1'-6"

ROUND OFF CONCRETE AND

SMOOTH SURFACE

6" DIA GALVANIZED STANDARD

SCHEDULE 40 WEIGHT STEEL PIPE

SAFETY YELLOW PAINTED, FILLED

WITH CONCRETE

SLOPE CONCRETE TO DRAIN

AWAY FROM BOLLARD

EXISTING PAVEMENT

CONCRETE FOOTING

12" LONG #6 STEEL ASTM A706

REBAR - TACK-WELDED IN PLACE

THROUGH BOLLARD

8" AGGREGATE BASE COURSE

EXISTING EQUIPMENT PAD

OR SLAB ON GROUND

EXISTING REINF OR WWF

#3 @ 12" OC AROUND PERIMETER

@ MIDDEPTH, PROVIDE WHERE

NEW CONCRETE ABUTS EXISTING

CONCRETE EQUIPMENT PAD OR

SLAB ON GROUND, EPOXY DOWEL

BARS 3" INTO EX CONCRETE

COMPACTED SUBGRADE (95%

MAXIMUM DRY DENSITY IN

ACCORDANCE WITH ASTM D1557)

1'-0"

ALIGN

SLAB ON GROUND EXTENSION W/

#4 @ 12" OC EACH WAY T&B, OR

EQUIPMENT PAD EXTENSION WITH

#3 @ 12" EW TOP

M A

T C

L A

NOTE: SLAB ON GROUND EXTENSION TO BE ON AGGREGATE BASE

COURSE AS SHOWN. EQUIPMENT PAD EXTENSION TO BE ON

CONCRETE SLAB ON GROUND SIM TO AS SHOWN IN DETAIL C1/S-501

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CONCRETE EQUIPMENT PAD

Scale: NTS

EXTERIOR CONCRETE SLAB ON GROUND

Scale: NTS

NON-LOAD BEARING MASONRY WALL LINTEL

S-501

STRUCTURAL NOTES:

1. PROVIDE LOOSE LINTELS FOR…

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