W912QR20R0009Plans_Vol_1-0000.pdf

PDF 5 MB Posted Dec 26, 2019

Attached to: Replacement of High Temperature Hot Water (HTHW) Line at Wright-Patterson Air Force Base
Solicitation number: W912QR20R0009
Issued by: Department of the Army Corps of Engineers Engineering District Louisville

About this file

Written by GovTribe AI · Dec 27, 2023

This federal contract opportunity notice seeks proposals for the replacement of high temperature hot water systems at Wright-Patterson Air Force Base in Ohio. The project scope includes removing existing degraded central steam heat distribution systems serving multiple facilities and installing outdoor gas-fired boilers, new piping mains, and support equipment with an option for security cameras. The contract value is estimated between $10-25 million with a target ceiling of $13.65 million.

The U.S. Army Corps of Engineers Louisville District will issue a firm-fixed-price request for proposal with work expected to last 600 calendar days. Evaluation will use a best value tradeoff process considering past performance, technical, small business participation, and price factors. Proposals are due in November 2019 with award intended without discussions. The North American Industry Classification code is 237310 and there is no set-aside designated. The point of contact is the named Contract Specialist.

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Other files

File	Type	Posted
W912QR20R0009Spec-0003.pdf	PDF	Feb 4, 2020
W912QR20R0009Plans-0003.pdf	PDF	Feb 4, 2020
W912QR20R0009-0002.pdf	PDF	Jan 31, 2020
J&A - American Water.pdf	PDF	Jan 31, 2020
J&A - Vectren.pdf	PDF	Jan 31, 2020
Site Visit Attendee list.pdf	PDF	Jan 31, 2020
W912QR20R0009-0001.pdf	PDF	Jan 7, 2020
W912QR20R0009Plans_Vol3-0000.pdf	PDF	Dec 26, 2019
W912QR20R0009Specs_Vol4-0000.pdf	PDF	Dec 26, 2019
W912QR20R0009Plans_Vol5-0000.pdf	PDF	Dec 26, 2019
W912QR20R0009Specs_Vol3-0000.pdf	PDF	Dec 26, 2019
W912QR20R0009Specs_Vol1-0000.pdf	PDF	Dec 26, 2019
W912QR20R0009Plans_Vol2-0000.pdf	PDF	Dec 26, 2019
W912QR20R0009Plans_Vol0-0000.pdf	PDF	Dec 26, 2019
W912QR20R0009Plans_Vol4-0000.pdf	PDF	Dec 26, 2019
W912QR20R0009Specs_Vol2-0000.pdf	PDF	Dec 26, 2019

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Digitally signed by Peter A Giessel Date: 2019.12.19 12:31:40 -05'00'

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26 December 2019

W912QR20R0009

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A B C D E F

ELEC ROOM

UB5

GENERATOR

ROOM

UB7

MECH ROOM

UB4

MAINTENANCE

ROOM

UB2

FIRE ROOM

UB1

Room

UB3

ALCOVE

BOILER ROOM

840B

BOILER ROOM

840A

OUTSIDE OF PROJECT AREA

TD = 93'

TD = 135'

ROOMS 840A & 840B

SPECIAL PURPOSE INDUSTRIAL

(F-1) OCCUPANCY

1720 SQ.FT

1 OCC PER 500 SQ.FT

4 OCCUPANTS

ROOM UB4

SPECIAL PURPOSE INDUSTRIAL

(F-1) OCCUPANCY

4800 SQ.FT

1 OCC PER 500 SQ.FT

10 OCCUPANTS

EXIT DOOR CLEAR WIDTH = 34"

CAPACITY = 170 PERSONS

EXIT DOOR CLEAR WIDTH = 34"

CAPACITY = 170 PERSONS

CPT =73'

EXIT DOOR CLEAR WIDTH = 34"

CAPACITY = 170 PERSONS

APPLICABLE CODES AND STANDARDS

• UFC 1-200-01, GENERAL BUILDING REQUIREMENTS (20 JUNE 2016)

• UFC 3-520-01, INTERIOR ELECTRICAL SYSTEMS (06 OCTOBER 2015)

• UFC 3-600-01, FIRE PROTECTION ENGINEERING FOR FACILITIES

(CHANGE 1, 28 NOVEMBER 2016)

• NFPA 1, FIRE CODE, AS ADOPTED BY UFC (2015)

• NFPA 13, STANDARD FOR THE INSTALLATION OF SPRINKLER

SYSTEMS (2016)

• NFPA 70, NATIONAL ELECTRIC CODE (2014)

• NFPA 72, NATIONAL FIRE ALARM AND SIGNALING CODE (2016)

• NFPA 80, STANDARD FOR FIRE DOORS AND OTHER OPENING

PROTECTIVES (2016)

• NFPA 101, LIFE SAFETY CODE (2015)

• NFPA 105, STANDARD FOR SMOKE DOOR ASSEMBLIES AND OTHER

OPENING PROTECTIVES (2016)

• INTERNATIONAL BUILDING CODE (IBC), AS ADOPTED BY UFC

PROJECT CLASSIFICATION PER UFC 3-600-01

CATEGORY OF WORK: MODIFICATION

PROJECT TYPE: MAJOR PROJECT

LIFE SAFETY LEGEND

CPT = COMMON PATH OF TRAVEL

TD = TRAVEL DISTANCE

LIFE SAFETY SUMMARY

EXISTING BUILDING OCCUPANCY: SPECIAL PURPOSE INDUSTRIAL

(GROUP F-1)

PROJECT AREA OCCUPANCY: SPECIAL PURPOSE INDUSTRIAL

(GROUP F-1)

SPRINKLER PROTECTED: YES

FIRE ALARM SYSTEM: YES

MASS NOTIFICATION SYSTEM: NO

TRAVEL DISTANCE: 250 FT (MAX); 135 FT PROVIDED

COMMON PATH OF TRAVEL: 75 FT (MAX); 73 FT PROVIDED

DEAD END CORRIDOR: 20 FT; N/A

MINIMUM EGRESS WIDTH: 32 INCHES

PROVIDED EGRESS: 34 INCHES

DOOR CAPACITY FACTOR: 0.2 INCHES/PERSON

INTERIOR WALL FINISH: A, B, OR C

INTERIOR FLOOR FINISH: I OR II

US Army Corps of Engineers ®

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FOR OFFICIAL USE ONLY - Property of the U.S. Government, limited reproduction and dissemination to minimum required to bid and construct project. RTA Submittal : 7 November 2018

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GENERAL NOTES :

1. ACCESS, REMOVE AND DISPOSE OF ASBESTOS CONTAINING FLANGE GASKETS.

2. ONCE POWER HAS BEEN DISCONNECTED TO THE EQUIPMENT, INVESTIGATE FOR

AND DISPOSE OF ANY SUSPECT ASBESTOS CONTAINING MATERIALS WITHIN

ELECTRICAL EQUIPMENT THAT WILL BE REMOVED AS PART OF THIS PROJECT.

3. ONCE BOILERS/ STEAM GENERATORS HAVE BEEN TAKEN OUT OF SERVICE,

INVESTIGATE FOR AND DISPOSE OF ANY SUSPECT ASBESTOS CONTAINING

INTERNAL COMPONENTS.

4. TEST PUMP OILS FOR PCBS AND DISPOSE OF ACCORDING TO SECTION 02 08 30 IF

FOUND TO BE PCB CONTAINING.

5. REMOVE AND TURN-IN ALL MERCURY CONTAINING DEVICES, SWITCHES AND

THERMOSTATS TO 88 ABW/CEIE IN ACCORDANCE WITH APPROPRIATE

SPECIFICATION SECTION FOR RECYCLING.

6. ALL PAINT IS TO BE CONSIDERED LEAD CONTAINING AND CONTROL MEASURES

SHALL BE PERFORMED IN ACCORDANCE WITH APPROPRIATE SPECIFICATION

SECTION. ALL CONTRACTORS IMPACTING PAINTED MATERIALS/ITEMS MUST

CONFORM TO THE OSHA LEAD IN CONSTRUCTION STANDARD, CFR 1926.62 AND

ALSO THE MASTER SPECIFICATIONS GOVERNING THIS PROJECT.

7. LISTED QUANTITIES AND LOCATIONS ARE ONLY ESTIMATES TO BE USED FOR

BASIS OF BID. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL

QUANTITIES, SPECIAL CONDITIONS, LOCATIONS AND BIDDING ACCORDING TO

THEIR FINDINGS. IT IS STRONGLY ENCOURAGED THAT THE BIDDING

CONTRACTOR CONDUCT A SITE INVESTIGATION TO VERIFY MATERIALS AND

QUANTITIES PRIOR TO BID. THE CONTRACTOR WILL BE RESPONSIBLE FOR

REMOVING AND DISPOSING OF ALL ASBESTOS CONTAINING MATERIALS

PROJECTED TO BE IMPACTED.

8. THE HAZARDOUS MATERIALS ABATEMENT CONTRACTOR SHALL REFERENCE AND

REVIEW ALL OTHER DRAWINGS ASSOCIATED WITH THE PROJECT. THE

CONTRACTOR SHALL ALSO REFERENCE ALL SPECIFICATION SECTIONS.

9. ALL ABATEMENT WORK SHALL BE SCHEDULED AND COORDINATED THROUGH

THE CONTRACTING OFFICER TO FACILITATE THE PROMPT COMPLETION OF ALL

ASPECTS OF THE PROJECT.

10. THE HAZARDOUS MATERIAL ABATEMENT CONTRACTOR SHALL PROVIDE A

SUFFICIENT NUMBER OF QUALIFIED WORKERS AND SUPERVISORS TO

ACCOMPLISH THE SPECIFIED WORK WITHIN THE TIMEFRAME SET FORTH BY THE

PROJECT SCHEDULE.

11. THE HAZARDOUS MATERIAL ABATEMENT CONTRACTOR SHALL DECONTAMINATE

ALL BUILDING MATERIALS, WHICH BECOME CONTAMINATED OR ARE DISTURBED

FROM ASBESTOS AND OTHER HAZARDOUS MATERIAL REMOVAL.

12. THE CONTRACTING OFFICER, CONSTRUCTION MANAGER, AND ENVIRONMENTAL

ENGINEER HAVE THE RIGHT TO CONTROL THE LOCATION OF ALL CONTRACTOR'S

SUPPLIES AND STORAGE.

13. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT THE HEALTH AND

SAFETY OF THEIR EMPLOYEES WHEN WORKING UNDER THESE CONDITIONS.

14. CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF OSHA REGARDING

CONFINED SPACE, SCAFFOLDING AND LIFTS INCLUDING ASSOCIATED

PROGRAMS, PERMITS, TRAINING AND TESTING.

15. HAZARDOUS MATERIAL ABATEMENT CONTRACTOR IS RESPONSIBLE FOR

FOLLOWING AND ADHERING TO ALL APPLICABLE FEDERAL, STATE, AND LOCAL

REGULATIONS INCLUDING, BUT NOT LIMITED TO, THOSE SET FORTH BY THE

USEPA, OSHA, AND OEPA.

16. MUCH OF THE EQUIPMENT IS STILL ENERGIZED/ PRESSURIZED AND IN USE. IT IS

NOT POSSIBLE TO SAMPLE ENERGIZED/ PRESSURIZED COMPONENTS. UNLESS

THIS EQUIPMENT IS TAKEN OFF LINE FOR SAMPLING, IT WILL NEED TO BE

SAMPLED BY THE SELECTED CONTRACTOR PRIOR TO, OR WHEN DISMANTLING.

SECTION 02 82 13.00 (1.4.2) DISCUSSES PREVIOUSLY UNTESTED COMPONENTS

AND NOTIFYING THE CO FOR SAMPLING.

10840

MEDICAL CENTER

CODED NOTES :

A. ACCESS, REMOVE AND DISPOSE OF ASBESTOS CONTAINING MUDDED FITTINGS/

VALVE INSULATION.

B. ACCESS, REMOVE AND DISPOSE OF ASBESTOS CONTAINING BREECHING

INSULATION.

A B

FOR OFFICIAL USE ONLY - Property of the U.S. Government, limited reproduction and dissemination to minimum required to bid and construct project. RTA Submittal : 7 November 2018

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FIRST FLOOR PLAN - MEDICAL CENTER BLDG 10840A1

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MEZZANINE FLOOR PLAN - MEDICAL CENTER BLDG 10840A3

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FOR OFFICIAL USE ONLY - Property of the U.S. Government, limited reproduction and dissemination to minimum required to bid and construct project. RTA SUBMITTAL : 7 NOVEMBER 2018

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GENERAL NOTES:

ALL CONSTRUCTION SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE 2015 AS AMENDED BY UFC.

THE CONTRACTOR SHALL VERIFY AND COORDINATE ALL DRAWING DIMENSIONS AND CRITICAL DIMENSIONS OF EXISTING STRUCTURE PRIOR TO WORK OR FABRICATION. ANY CONFLICTS OR DISCREPANCIES FOUND IN THE DRAWINGS OR SITE CONDITIONS SHALL BE PROMPTLY REPORTED TO THE CONTRACTING OFFICER.

THE CONTRACTOR IS RESPONSIBLE FOR MEETING ALL FEDERAL SAFETY STANDARDS.

STRUCTURAL DESIGN DATA:

DESIGN IS IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE 2015 AND UFC SPECIFICATIONS.

LIVE LOADS:

MECHANICAL ROOMS: 40 PSF + WEIGHT OF MECHANICAL UNITS

SLAB ON GRADE, TYPICAL: 125 PSF

EXTERIOR EQUIPMENT PAD: WEIGHT OF MECHANICAL UNIT SUPPORTED

WIND DESIGN DATA:

BASIC WIND SPEED (3-SECOND GUST): 115 MPH

WIND IMPORTANCE FACTOR (Iw): 1.0

RISK CATEGORY: II

WIND EXPOSURE: C

INTERNAL PRESSURE COEFFICIENT (GCpi): 0.18

DESIGN WIND PRESSURE FOR COMPONENTS

AND CLADDING NOT OTHERWISE SPECIFIED: 48.4 PSF

EARTHQUAKE DESIGN DATA:

SEISMIC IMPORTANCE FACTOR (Ie): 1.0

RISK CATEGORY: II

SITE CLASS: D

MAPPED SPECTRAL RESPONSE ACCELERATIONS:

SS: 0.162

S1: 0.063

SPECTRAL RESPONSE COEFFICIENTS:

SDS: 0.173

SD1: 0.101

SEISMIC DESIGN CATEGORY: B

BASIC SEISMIC-FORCE-RESISTING SYSTEMS: ELEVATED TANK ON SYMMETRICALLY BRACED LEGS

(NOT SIMILAR TO BUILDINGS)

SEISMIC RESPONSE COEFFICIENTS (Cs): 0.058

RESPONSE MODIFICATION FACTORS (R): 3

ANALYSIS PROCEDURE USED: EQUIVALENT LATERAL FORCE PROCEDURE

SHOP DRAWINGS:

THE CONTRACTOR SHALL REVIEW, STAMP WITH THEIR APPROVAL, DATE AND SIGN ALL SHOP DRAWINGS REQUIRED BY THE CONTRACT DRAWINGS PRIOR TO SUBMITTAL TO THE CONTRACTING OFFICER. AT THE TIME OF SUBMISSION, THE CONTRACTOR SHALL INFORM THE CONTRACTING OFFICER IN WRITING OF ANY DEVIATION IN THE SHOP DRAWINGS FROM THE REQUIREMENTS OF THE CONTRACT DRAWINGS. AS A MINIMUM, SHOP DRAWINGS

SHALL BE SUBMITTED FOR THE FOLLOWING:

CONCRETE REINFORCEMENT

FOUNDATIONS:

FOOTINGS AND FOUNDATIONS HAVE BEEN DESIGNED FOR AN ALLOWABLE SOIL PRESSURE OF 2000 PSF.

EXCAVATE ANY ORGANIC MATERIALS, SILTS, CLAYS, DEBRIS OTHER UNSUITABLE MATERIALS OR LOOSE MATERIAL ENCOUNTERED UNDER SLAB AND FOOTING LOCATIONS. ALL FOOTING EXCAVATIONS SHALL BE NEAT, STRAIGHT, AND LEVEL IN THE PROPER ELEVATIONS TO RECEIVE THE CONCRETE AS SHOWN ON THESE DRAWINGS.

PLACE FILL AS NEEDED TO ATTAIN THE PROPER ELEVATION AND GEOMETRY SHOWN ON THE PLANS. STRUCTURAL FILL SHALL COMPLY WITH ASTM D2487 SOIL CLASSIFICATION GROUPS GW, GP, GM, SM, SW, AND SP. THE MATERIAL SHALL BE FREE OF CLAY, ROCK, GRAVEL LARGER THAN 2 INCHES IN ANY DIMENSION, DEBRIS, WASTE, FROZEN MATERIALS, VEGETATION OR OTHER DELETERIOUS MATERIAL. FILL SHALL BE PLACED IN LAYERS NOT MORE THAN 4 INCHES IN LOOSE DEPTH. THE TOP 12 INCHES OF SUBGRADE AND EACH LAYER OF FILL MATERIAL SHALL BE

COMPACTED TO NOT LESS THAN 95% OF MAXIMUM DENSITY IN ACCORDANCE WITH ASTM D1557.

REINFORCING STEEL AND MESH SHALL BE ACCURATELY PLACED AND SUPPORTED TO MAINTAIN THEIR POSITION

DURING CONCRETE PLACEMENT.

FOUNDATION RECOMMENDATIONS BASED ON GEOTECHNICAL REPORT BY CBC ENGINEERS DATED APRIL 16, 2018.

EXISTING STRUCTURE:

WHERE THE EXISTING STRUCTURE IS REMOVED FOR CONSTRUCTION, INSPECT AND REPLACE ANY DAMAGED

MATERIAL BEFORE REINSTALLATION PER THE ORIGINAL STRUCTURAL DRAWINGS.

ANTI-TERRORISM/FORCE PROTECTION:

THE MODIFICATIONS TO THE MEDICAL CENTER ARE NOT EXPECTED TO EXCEED 50% OF THE PLANT REPLACEMENT VALUE. ADDITIONALLY, THE FUEL TANK AND SUPPORTING FOUNDATION IS A NON-OCCUPIED SPACE. THEREFORE, THE BUILDING AND FUEL TANK ARE EXEMPT FROM THE REQUIREMENTS SET FOURTH IN UFC 4-010-01.

ABBREVIATIONS:

CL CENTERLINE

°F DEGREES FAHRENHEIT

DIA. DIAMETER

" INCH

(E) EXISTING

(N) NEW

ACI AMERICAN CONCRETE INSTITUTE

ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS

ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS

BOT BOTTOM

C CHANNEL

CET CRITICAL EXPOSURE TEMPERATURE

CL COLUMN

CONC CONCRETE

CJ CONTROL JOINT

CJP COMPLETE JOINT PENETRATION WELD

CLR CLEAR, CLEARANCE

DIA DIAMETER

DO DITTO

DWG DRAWING

EF EACH FACE

EJ EXPANSION JOINT

EL ELEVATION

EQ EQUAL, EQUALLY

EW EACH WAY

STRUCTURAL CONCRETE:

CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF ACI 301. CONCRETE SHALL HAVE A MAXIMUM WATER-

CEMENT RATIO OF 0.45.

SPECIFIED 28-DAY COMPRESSIVE STRENGTH (f'c):

GENERAL CONCRETE STRENGTH: 4000 PSI

EXTERIOR CONCRETE STRENGTH: 4500 PSI

A CONCRETE STRENGTH TEST SHALL BE THE AVERAGE OF THE STRENGTH OF AT LEAST TWO 6 INCH DIAMETER BY 12 INCH TALL CYLINDERS OR AT LEAST THREE 4 INCH DIAMETER BY 8 INCH TALL CYLINDERS MADE FROM THE SAME

SAMPLE OF CONCRETE AND TESTED AT 28 DAYS.

STRENGTH LEVEL OF AN INDIVIDUAL CLASS OF CONCRETE SHALL BE CONSIDERED SATISFACTORY IF BOTH OF THE

FOLLOWING REQUIREMENTS ARE MET:

A) EVERY ARITHMETIC AVERAGE OF ANY THREE CONSECUTIVE STRENGTH TESTS EQUALS OR EXCEEDS SPECIFIED f'c AND

B) NO INDIVIDUAL STRENGTH TEST FALLS BELOW f'c BY MORE THAN 500 PSI WHEN f'c IS 5000 PSI OR LESS; OR BY MORE THAN 0.10xf'c WHEN f'c IS MORE THAN 5000 PSI.

CONCRETE SUPPLIED SHALL MEET THE REQUIREMENTS OF ACI 301-16, SECTION 4.2.2, FOR:

INTERIOR CONCRETE F0, S0, W0, C1.

EXTERIOR CONCRETE F2, S0, W0, C1.

CONTRACTOR (SHALL) (IS NOT REQUIRED TO) SUBMIT A QUALITY CONTROL PLAN IN ACCORDANCE WITH ACI 301

SELF-CONSOLIDATING CONCRETE IS ALLOWED.

INSTALL 3/4" CHAMFERS ON ALL EXPOSED CONCRETE CORNERS.

CURE CONCRETE USING PONDING, CONTINUOUS FOGGING, CONTINUOUS SPRINKLING, OR APPLICATION OF MATS OR FABRIC KEPT CONTINUOUSLY WET. CURE CONCRETE FOR THE LESSER OF SEVEN (7) DAYS AFTER PLACEMENT OR UNTIL THE CONCRETE HAS ATTAINED A STRENGTH EQUAL TO AT LEAST 70% OF f'c FOR FIELD-CURED TEST

SPECIMENS IN ACCORDANCE WITH ASTM C31 TESTED IN ACCORDANCE WITH ASTM C39.

INTERIOR CONCRETE SLABS ON GRADE SHALL BE TROWEL FINISHED. EXTERIOR CONCRETE SLABS OR FLATWORK SHALL BE BROOM FINISHED. FORMED SURFACES SHALL BE SURFACE FINISH-2.0 (SF-2.0) IN ACCORDANCE WITH ACI 301-16, SECTION 5.3.3.3.b. PROVIDE A RUBBED FINISH FOR ALL FORMED SURFACES.

ALL CONCRETE FORMWORK SHALL CONFORM TO THE REQUIREMENTS OF ACI 301-16. SUBMIT SHOP DRAWINGS AND DESIGN CALCULATIONS FOR FORMWORK IN ACCORDANCE WITH ACI 301-16, SECTION 2.1.2.2. SUBMIT MANUFACTURER'S DATA SHEET ON FORM TIES, EXPANSION JOINT MATERIAL, WATERSTOP MATERIALS AND SPLICES IN ACCORDANCE WITH ACI 301-16, SECTION 2.1.2.2. FIELD-CURED TEST SPECIMENS MUST ATTAIN A STRENGTH EQUAL TO f'c PRIOR TO REMOVING FORMWORK THAT SUPPORTS CONSTRUCTION LOADS OR THE WEIGHT OF

STRUCTURAL MEMBERS.

GROUT SHALL BE IN ACCORDANCE WITH ASTM C1107.

CONCRETE REINFORCEMENT:

ALL CONCRETE REINFORCEMENT SHALL CONFORM TO THE REQUIREMENTS OF ACI 301 SECTION 3.

ALL REINFORCING STEEL BARS SHALL BE ASTM A615 OR A706

MINIMUM YIELD STRENGTH OF STEEL BARS (fy) = 60 KSI

REINFORCING STEEL SHOULD BE DETAILED AND PROVIDED SUCH THAT THE NUMBER OF SPLICES ARE MINIMIZED.

LAP SPLICES SHALL BE CLASS B SPLICES UNLESS OTHERWISE NOTED. WHERE SPLICING IS REQUIRED, THE

FOLLOWING MINIMUM SPLICE LENGTH IN INCHES SHALL BE PROVIDED:

CLASS A CLASS B

#4 BARS 25 33

#6 BARS 37 49

BENT BARS SHALL BE COLD BENT. HEAT-BENDING IS NOT PERMITTED.

BENDS SHALL BE "STANDARD HOOKS" IN ACCORDANCE WITH ACI 301 SECTION 3 UNLESS NOTED OTHERWISE.

FIELD WELDING OF REINFORCEMENT IS NOT PERMITTED UNLESS SPECIFICALLY NOTED OTHERWISE OR PERMITTED

IN WRITING BY THE CONTRACTING OFFICER.

MECHANICAL ANCHORS (INTERIOR):

THE BASIS FOR DESIGN FOR MECHANICAL ANCHORS SHALL BE HILTI KWIK HUS-EZ SCREW ANCHORS CONFORMING TO THE REQUIREMENTS OF ICC-ES ESR-3027 FOR THE MANUFACTURE AND INSTALLATION OF THE ANCHOR. INSTALL ALL ANCHORS WITH 4 1/4" EFFECTIVE EMBEDMENT UNLESS NOTED OTHERWISE. AN ALTERNATIVE BASIS OF DESIGN IS SIMPSON STRONG-TIE TITEN HD SCREW ANCHORS CONFORMING TO THE REQUIREMENTS OF ICC-ES ESR-2713 MAY BE

SUBSTITUTED WITH THE SAME EMBEDMENT DEPTH.

THE STRENGTH OF THE EXISTING CONCRETE DOES NOT NEED TO BE EVALUATED AND IS JUDGED TO BE ADEQUATE

IN THE OPINION OF THE RESPONSIBLE ENGINEER.

SPECIAL INSPECTION IS REQUIRED AS SPECIFIED IN THE ICC-ES REPORT.

ADHESIVE ANCHORS (INTERIOR):

THE BASIS FOR DESIGN FOR ADHESIVE ANCHORS SHALL BE HILTI HIT-HY 200 ADHESIVE ANCHORING SYSTEM CONFORMING TO THE REQUIREMENTS OF ICC-ES ESR-3187 FOR THE MANUFACTURE AND INSTALLATION OF THE ANCHOR SYSTEM. ALL REBAR SHALL CONFORM TO THE REQUIREMENTS OF THE SECTION LABELLED "CONCRETE REINFORCEMENT". INSTALL ALL REBAR WITH 4" EFFECTIVE EMBEDMENT UNLESS NOTED OTHERWISE. ALL HOLES SHALL BE HAMMER DRILLED. REBAR SHALL BE INSTALLED UNDER "DRY HOLE" CONDITIONS. THE MINIMUM ALLOWABLE AGE OF THE CONCRETE IS 21 DAYS. AN ALTERNATIVE BASIS OF DESIGN IS DEWALT AC200+ ADHESIVE ANCHORING SYSTEM CONFORMING TO THE REQUIREMENTS OF ICC-ES ESR-4027 MAY BE SUBSTITUTED WITH THE

SAME EMBEDMENT DEPTH.

THE STRENGTH OF THE EXISTING CONCRETE DOES NOT NEED TO BE EVALUATED AND IS JUDGED TO BE ADEQUATE

IN THE OPINION OF THE RESPONSIBLE ENGINEER.

SPECIAL INSPECTION IS REQUIRED AS SPECIFIED IN THE ICC-ES REPORT.

"DRY HOLE" MEANS THAT THE CONCRETE HAS NOT BEEN EXPOSED TO MOISTURE FOR THE PRECEDING 14 DAYS.

FDN FOUNDATION

FT FULLY TENSIONED

f'M SPECIFIED COMPRESSIVE STRENGTH OF CLAY MASONRY OR

CONCRETE MASONRY, PSI

f'AAC SPECIFIED COMPRESSIVE STRENGTH OF AAC MASONRY, PSI

GA GAUGE

HORIZ HORIZONTAL

HSS HOLLOW STRUCTURAL SECTION (TUBE STEEL)

ICC-ES INTERNATIONAL CODE COUNCIL EVALUATION SERVICE

KIP THOUSAND POUNDS FORCE

KSI THOUSAND POUNDS PER SQUARE INCH

L STEEL ANGLE

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

MAX MAXIMUM

MIN MINIMUM

MPII MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS

NTS NOT TO SCALE

OBC OHIO BUILDING CODE

OC ON CENTER

OP OPPOSITE HAND (MIRRORED)

PL PLATE

PSI POUNDS PER SQUARE INCH

PJP PARTIAL JOINT PENETRATION WELD

RBS REDUCED BEAM SECTION

REF REFERENCE

REINF REINFORCING

REQD REQUIRED

REV REVISION

SC SLIP CRITICAL

SH SHEET

SIM SIMILAR

SME SUBJECT MATTER EXPERT

SQ SQUARE

STD STANDARD

SYM SYMMETRICAL

T&B TOP AND BOTTOM

TOC TOP OF CONCRETE

TOS TOP OF STEEL

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

VERT VERTICAL

W WIDE FLANGE ROLLED STEEL BEAM

WP WORKING POINT

WT STRUCTURAL TEE

WWF WELDED WIRE FABRIC

XS EXTRA-STRONG

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REQUIRED VERIFICATION AND INSPECTION OF SOILS:

VERIFICATION AND INSPECTION

VERIFY MATERIALS BELOW FOOTINGS ARE ADEQUATE TO

ACHIEVE THE DESIGN BEARING CAPACITY.

VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH

AND HAVE REACHED PROPER MATERIAL.

PERFORM CLASSIFICATION AND TESTING OF COMPACTED

FILL MATERIALS.

VERIFY USED OF PROPER MATERIALS, DENSITIES AND LIFT

THICKNESSES DURING PLACEMENT AND COMPACTION OF

COMPACTED FILL.

PRIOR TO PLACEMENT OF COMPACTED FILL, OBSERVE

SUBGRADE AND VERIFY THAT SITE HAS BEEN PREPARED

PROPERLY.

CONTINUOUS PERIODIC

REQUIRED

YES NO

REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION OTHER THAN STRUCTURAL STEEL:

VERIFICATION AND INSPECTION CONTINUOUS PERIODIC

REQUIRED

YES NO

INSPECTION OF WELDING:

- REINFORCING STEEL:

- VERIFICATION OF WELDABILITY OF

REINFORCING STEEL OTHER THAN

ASTM A706.

- INSPECT PER AWS D1.4 SINGLE-PASS

FILLET WELDS 5/16" MAXIMUM

- INSPECT ALL OTHER WELDS PER AWS D1.4

- REINFORCING STEEL RESISTING FLEXURAL

AND AXIAL FORCES IN INTERMEDIATE AND

SPECIAL MOMENT FRAMES, AND BOUNDARY

ELEMENTS OF SPECIAL STRUCTURAL WALLS

OF CONCRETE AND SHEAR REINFORCEMENT.

- SHEAR REINFORCEMENT.

- OTHER REINFORCING STEEL.

X X X

REQUIRED VERIFICATION AND INSPECTION OF ARCHITECTURAL, MECHANICAL

AND ELECTRICAL COMPONENTS:

VERIFICATION AND INSPECTION CONTINUOUS PERIODIC

REQUIRED

YES NO

VERIFY THE ERECTION AND ATTACHMENT OF INTERIOR AND

EXTERIOR NONBEARING WALLS.

VERIFY THE ERECTION AND FASTENING OF INTERIOR AND

EXTERIOR VENEER.

VERIFY THE ANCHORAGE OF ELECTRICAL EQUIPMENT FOR

EMERGENCY OR STANDBY POWER SYSTEMS.

VERIFY THE ANCHORAGE OF OTHER ELECTRICAL EQUIPMENT.

VERIFY THE INSTALLATION OF PIPING SYSTEMS INTENDED

TO CARRY FLAMMABLE, COMBUSTIBLE OR HIGHLY TOXIC

CONTENTS AND THEIR ASSOCIATED MECHANICAL UNITS.

VERIFY THE INSTALLATION OF VIBRATION ISOLATION

SYSTEMS WHERE THE CONSTRUCTION DOCUMENTS

REQUIRE A NOMINAL CLEARANCE OF 1/4 INCHES OR LESS

BETWEEN THE EQUIPMENT SUPPORT FRAME AND

RESTRAINT.

VERIFY THE INSTALLATION OF COMPONENTS REQUIRING SPECIAL INSPECTIONS PER OTHER

PARTS OF THE STATEMENT OF SPECIAL INSPECTION.

VERIFY THE SEISMIC QUALIFICATION OF MECHANICAL AND ELECTRICAL EQUIPMENT. ALL

MECHANICAL AND ELECTRICAL EQUIPMENT MUST HAVE THEIR SEISMIC QUALIFICATION

VERIFIED.

REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION:

VERIFICATION AND INSPECTION CONTINUOUS PERIODIC

REQUIRED

YES NO

INSPECTION OF REINFORCING STEEL

INSPECTION OF REINFORCING STEEL WELDING IN ACCORDANCE WITH TABLE "REQUIRED VERIFICATION

AND INSPECTION OF STEEL CONSTRUCTION OTHER THAN STRUCTURAL STEEL".

INSPECTION OF ANCHORS CAST IN CONCRETE.

INSPECTION OF ADHESIVE ANCHORS INSTALLED IN

HORIZONTALLY OR UPWARDLY INCLINED ORIENTATIONS

INSPECTIONS OF OTHER MECHANICAL OR ADHESIVE ANCHORS

VERIFYING USE OF REQUIRED DESIGN MIX.

AT THE TIME FRESH CONCRETE IS SAMPLED TO FABRICATE

SPECIMENS FOR STRENGTH TEST, PERFORM SLUMP AND AIR

CONTENT TESTS, AND DETERMINE THE TEMPERATURE OF THE

CONCRETE.

SAMPLES FOR STRENGTH TESTS OF EACH CLASS OF CONCRETE PLACED EACH DAY SHALL BE TAKEN

NOT LESS THAN:

- ONCE A DAY.

- ONCE FOR EACH 50 CUBIC YARDS.

- ONCE FOR EACH 2000 SQUARE FEET OF SURFACE AREA FOR SLABS AND WALLS.

INSPECTION OF CONCRETE AND SHOTCRETE PLACEMENT FOR

PROPER APPLICATION TECHNIQUES.

INSPECTION FOR MAINTENANCE OF SPECIFIED CURING

TEMPERATURE AND TECHNIQUES.

VERIFICATION OF IN-SITU CONCRETE STRENGTH, PRIOR

TO STRESSING OF TENDONS IN POST TENSIONED

CONCRETE.

VERIFICATION OF IN-SITU CONCRETE STRENGTH, PRIOR

TO REMOVAL OF SHORES AND FORMS FROM BEAMS AND

STRUCTURAL SLABS.

INSPECT FORMWORK FOR SHAPE, LOCATION AND

DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED.

X X

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STATEMENT OF SPECIAL INSPECTIONS - GENERAL NOTES:

STRUCTURAL OBSERVATIONS ARE THE VISUAL OBSERVATION OF THE STRUCTURAL SYSTEM BY A

REGISTERED DESIGN PROFESSIONAL FOR GENERAL CONFORMANCE TO THE APPROVED CONSTRUCTION DOCUMENTS AT

SIGNIFICANT CONSTRUCTION STAGES AND AT COMPLETION OF THE STRUCTURAL SYSTEM.

SPECIAL INSPECTION AS SPECIFIED IS REQUIRED OF THE MATERIALS, INSTALLATION, FABRICATION, ERECTION OR PLACEMENT OF COMPONENTS AND CONNECTIONS REQUIRING SPECIAL EXPERTISE TO ENSURE COMPLIANCE WITH APPROVED CONSTRUCTION DOCUMENTS AND REFERENCED STANDARDS. SPECIAL INSPECTORS SHALL MEET THE MINIMUM QUALIFICATIONS OF INTERNATIONAL BUILDING CODE 2015 SECTION 1704.2.1. CERTIFICATION IN ACCORDANCE WITH THE INTERNATIONAL CODE COUNCIL'S NATIONAL CERTIFICATION PROGRAM FOR SPECIAL INSPECTION QUALIFIES AS HAVING MET THE REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE 2015, SECTION 1704.2.1.

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1' -0

1' - 0"

10"

SLAB ON GRADE PER

PLAN

#4 AT 18" O.C.

(4) #4

PROVIDE 6" LAYER OF GRAVEL

OR OTHER FREE DRAINING

MATERIAL BENEATH SLAB ON

GRADE.

SLAB ON GRADE

PER PLAN

CONCRETE FOOTING

PER PLAN

DOWEL MATCH BOTTOM LAYER OF FOOTING

REINFORCING, LAP WITH TOP LAYER OF SLAB

REINFORCING.

#4 x 8" ADHESIVE DOWEL AT 18"

O.C. IN EACH DIRECTION INTO

SLAB ON GRADE W/ 4"

EMBEDMENT

EXISTING SLAB ON GRADE

#4 BARS @ 18" O.C. IN

EACH DIRECTION

(2)L2 x 2 x 3/16, 1 NEAR SIDE & 1 FAR

SIDE. WELD BETWEEN JOIST CHORDS

AT FRAME BEARING POINT

CONCENTRATED LOAD

1/8

3 SIDES

EXISTING TRENCH DRAIN OPENING

TO BE INFILLED WITH CONCRETE

(2) #4 BARS VERTICALLY

SPACED @ 12" O.C. PROVIDE

A 4" ADHESIVE EMBED INTO

THE EXISTING CONCRETE

TRENCH DRAIN WALLS

EXISTING TRENCH

DRAIN WALLS

EXISTING SLAB

ON GRADE

STOP REINFORCING EVERY OTHER

BAR EACH SIDE

OF JOINT UNLESS OTHERWISE

NOTED

WWF OR REBAR

REINFORCEMENT

1/8" SAWCUT JOINT

/2"

CONCRETE SLAB ON GRADE

SEE FOUNDATION PLAN FOR

THICKNESS AND REINFORCING

UNDERSLAB SELF-ADHERING

WATERPROOFING MEMBRANE

COMPACTED GRANULAR FILL

AGGREGATE BASE COURSE

/4"

FINISH FLOOR

EXISTING CMU WALL

1/2"x8" PLATE INSIDE FACE ONLY, EXTEND 1'-

0" PAST OPENING, EACH END. PROVIDE 1/2"

DIA. SCREW ANCHORS W/ 4 1/4" EMBEDMENT

AT 8" O.C. ENSURE THAT THE CELLS ARE

GROUTED ABOVE THE OPENING FOR A

MINIMUM HEIGHT OF 4'-0"

NEW WALL OPENING FOR

MECHANICAL DUCT, SEE PLAN FOR

LOCATION

NOTE: PRIOR TO INSTALLING THE STEEL PLATE,

APPLY A SKIM COAT OF HI-MODULUS EPOXY PASTE

ADHESIVE TO THE SURFACE OF WALL WHERE THE

PLATE WILL ATTACH (BASIS OF DESIGN IS SIKADUR

HI-MOD GEL 31).

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3/4" = 1'-0"C1 SECTION

3/4" = 1'-0"C2 SECTION

0 1' 2' 3'

1" = 1'-0"C4 TYPICAL EQUIPMENT PAD DETAIL

0 6" 1' 2'

1" = 1'-0"B1 TYPICAL JOIST REINFORCING

3/4" = 1'-0"B2 SECTION

3/4" = 1'-0"B4 TYP. INTERIOR SAW CUT JOINT DETAIL

3/4" = 1'-0"A1 TYPICAL PIPE OPENING DETAIL THROUGH EXISTING WALL

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EXISTING MEMBRANE ROOF AND

COVER BOARD

MEMBRANE FLASHING WITH

MIN. 1" TURN - UP ON MEMBRANE

COATED METAL FLASHING

MEMBRANE - COATED

METAL FLASHING

RAIN HOOD & CLAMP

WITH SEALANT

DOUBLE-WALL TUBE / PIPE

SEALANT

EXISTING ROOF DECK

EXISTING INSULATION

EXISTING MEMBRANE ROOF AND

COVER BOARD

MEMBRANE FLASHING WITH

MIN. 1" TURN - UP ON MEMBRANE

COATED METAL FLASHING

METAL COLLAR

DOUBLE-WALL TUBE / PIPE

SEALANT

EXISTING ROOF DECK

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A B C D E F

ELEC ROOM

UB5

GENERATOR

ROOM

UB7

MECH ROOM

UB4

MAINTENANCE

ROOM

UB2

FIRE ROOM

UB1

Room

UB3

ALCOVE

BOILER ROOM

840B

BOILER ROOM

840A

OUTSIDE OF PROJECT AREA

PROVIDE NEW CARBON MONOXIDE (CO)

DETECTORS; CONNECT TO EXISTING FIRE

ALARM SYSTEM

EXISTING MANUAL PULL STATION

TO REMAIN (TYPICAL)

EXISTING NOTIFICATION

APPLIANCE TO REMAIN (TYPICAL)

LOCATION OF

EXISTING FIRE

ALARM PANEL CO

DEMOLISH EXISTING NOTIFICATION

APPLIANCE AND ASSOCIATED

WIRE AND CONDUIT AT THE

MEZZANINE LEVEL

DEMOLISH ALL FIRE ALARM RELATED

WIRING AND CONDUIT FROM BELOW

MEZZANINE. PROVIDE NEW CONDUIT

AND WIRING AS REQUIRED TO

RECONNECT THE CIRCUIT.

PROVIDE NEW LOW TEMPERATURE

ALARM MONITORED BY THE FIRE ALARM

SYSTEM AS A SUPERVISORY SIGNAL.

APPLICABLE CODES AND STANDARDS

• UFC 3-600-01, FIRE PROTECTION ENGINEERING FOR FACILITIES (CHANGE

1, 28 NOVEMBER 2016)

• NFPA 70, NATIONAL ELECTRIC CODE (2014)

• NFPA 72, NATIONAL FIRE ALARM AND SIGNALING CODE (2016)

• NFPA 720, STANDARD FOR THE INSTALLATION OF CARBON MONOXIDE

(CO) DETECTION AND WARNING EQUIPMENT (2015)

FIRE ALARM SHEET NOTES

1. PROVIDE NEW CARBON MONOXIDE DETECTORS AS INDICATED WITHIN

THE PROJECT AREA IN ACCORDANCE WITH UFC 3-600-01, NFPA 72, OTHER

REFERENCED CODES AND STANDARDS, PROJECT SPECIFICATIONS, AND

DESIGN DOCUMENTS. EXISTING FIRE ALARM SYSTEM (FA) DEVICES AND

APPLIANCES SHALL REMAIN.

2. NEW CARBON MONOXIDE DETECTORS SHALL BE CONNECTED TO THE

EXISTING FA/MNS CONTROL PANEL WITHIN THE EXISTING BUILDING.

CIRCUIT TYPE AND STYLE SHALL MATCH EXISTING. DEVICES SHALL BE

FULLY COMPATIBLE WITH THE EXISTING FA SYSTEM.

3. INSTALL CO DETECTORS ON THE CEILING IN A LOCATION ACCESSIBLE

FOR MAINTENANCE AND TESTING PER NFPA 720.

4. THE LAYOUT OF DEVICES, APPLIANCES, AND OTHER SYSTEM

COMPONENTS ON THESE DRAWINGS SHOWS THE MINIMUM NUMBER OF

COMPONENTS. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING

ADDITIONAL DEVICES, APPLIANCES AND OTHER SYSTEM COMPONENTS AS

REQUIRED TO COMPLY WITH THE APPLICABLE CODES, STANDARDS,

PROJECT SPECIFICATIONS, AND DESIGN CRITERIA.

5. PROVIDE MODIFICATIONS TO THE MAIN FIRE ALARM SYSTEM WORK

STATION LOCATED IN THE MEDICAL CENTER MAIN ATRIUM AND THE

DUPLICATE WORK STATION AT THE BASE FIRE DEPARTMENT CENTRAL

REPORTING STATION TO INCLUDE THE CARBON MONOXIDE DEVICES

INSTALLED UNDER THIS SCOPE OF WORK. ANY MODIFICATIONS TO THE

EXISTING FIRE ALARM SYSTEM SHALL BE UPDATED ON THE MAIN FIRE

ALARM SYSTEM WORK STATION AND THE DUPLICATE WORK STATION AT

THE BASE FIRE DEPARTMENT CENTRAL REPORTING STATION BY THE

CONTRACTOR.

6. CONTRACTOR SHALL RETAIN THE SERVICES OF A QUALIFIED FIRE

PROTECTION ENGINEER (QFPE), AS REQUIRED IN SECTION 28 31 76. THE

QUALIFIED FIRE PROTECTION ENGINEER SHALL REVIEW AND APPROVE

ALL SHOP DRAWINGS AND SUBMITTAL INFORMATION PRIOR TO

SUBMITTAL TO THE GOVERNMENT. THE QUALIFIED FIRE PROTECTION

ENGINEER SHALL WITNESS ALL PRELIMINARY AND FINAL TESTING AND

SHALL SIGN THE TESTING REPORTS. SEE SECTION 28 31 76 FOR

ADDITIONAL SUBMITTAL AND TESTING REQUIREMENTS.

7. CONTRACTOR SHALL SUBMIT AS-BUILT DRAWINGS SHOWING FINAL

SYSTEM CONFIGURATION DURING PROJECT CLOSEOUT. THE SCOPE OF

THE AS-BUILT DRAWINGS SHALL BE LIMITED TO THE PROJECT AREA AND

SHALL INCLUDE ANY MODIFICATIONS MADE TO THE EXISTING SYSTEM

UNDER THIS CONTRACT.

SUMMARY OF EXISTING FIRE ALARM SYSTEM

CONTROL PANEL TYPE: JOHNSON CONTROLS

CONTROL PANEL LOCATION: FIRE ROOM UB1

CONNECTION TO THE EXISTING REPORTING SYSTEM

1. EXISTING FIRE ALARM SYSTEM REPORTING SHALL REMAIN.

2. CARBON MONOXIDE (CO) ALARM AND TROUBLE SIGNALS SHALL BE

TRANSMITTED TO THE BASE FIRE DEPARTMENT CENTRAL REPORTING

STATION AS SEPARATE ZONES. PROVIDE TWO NEW SETS OF CONTACTS

IN THE FIRE ALARM CONTROL PANEL; OPEN FOR THE CO ALARM AND

CLOSED FOR THE CO TROUBLE/SUPERVISORY. PROVIDE DEDICATED

CONDUCTORS FROM THE FIRE ALARM CONTROL PANEL TO THE SAME

COMMUNICATIONS ROOM WHERE EXISTING FIRE ALARM SIGNALS ARE

TRANSMITTED. CONTRACTOR SHALL ACQUIRE DEDICATED PHONE LINE

CONNECTIONS TO THE BASE FIRE DEPARTMENT CENTRAL REPORTING

STATION. CONTRACTOR SHALL COORDINATE PHONE LINE CONNECTIONS

WITH BASE COMMUNICATIONS DEPARTMENT. CONTRACTOR SHALL ALSO

COORDINATE PROGRAMMING OF THE CENTRAL REPORTING STATION

WITH THE FIRE DEPARTMENT CENTRAL REPORTING STATION.

FIRE ALARM AUDIBLE-VISIBLE

NOTIFICATION APPLIANCE

E = EXISTING

MANUAL PULL STATION

E = EXISTINGF

CARBON MONOXIDE (CO) DETECTOR

FIRE ALARM LEGEND

LOW TEMPERATUR ALARM

(SUPERVISORY SIGNAL)LT

US Army Corps of Engineers ®

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FOR OFFICIAL USE ONLY - Property of the U.S. Government, limited reproduction and dissemination to minimum required to bid and construct project. RTA Submittal : 7 November 2018

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KEY PLAN

10840

MEDICAL

CENTER

PLAN NORTH

4'0 8' 16'

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A B C D E F

ELEC ROOM

UB5

GENERATOR

ROOM

UB7

MECH ROOM

UB4

MAINTENANCE

ROOM

UB2

FIRE ROOM

UB1

Room

UB3

ALCOVE

BOILER ROOM

840B

BOILER ROOM

840A

OUTSIDE OF PROJECT AREA

EXISTING SPRINKLER

PIPING TO REMAIN

EXISTING SPRINKLER MAIN

TO BE REROUTED.

EXISTING SPRINKLER

RISER TO REMAIN

EXISTING SPRINKLER

PIPING TO REMAIN

EXISTING SPRINKLER

PIPE CONTINUES

EXISTING SPRINKLER

PIPE CONTINUES

MODIFY SPRINKLER LOCATIONS IN AREA OF

NEW BOILER PER OBSTRUCTION RULES OF

NFPA 13; SEE MECHANICAL DRAWINGS FOR

EQUIPMENT LOCATIONS. PROVIDE HIGH

TEMPERATURE SPRINKLERS IN THE VICINITY

OF THE BOILERS PER NFPA 13.

DEMOLISH EXISTING SPRINKLER SYSTEM UNDER THE

MEZZANINE AND CAP PIPE AS REQUIRED; SEE

ARCHITECTURAL PLANS FOR ADDITIONAL INFORMATION.

NEW ROUTING OF SPRINKLER MAIN TO AVOID CONFLICTS

WITH NEW DUCTWORK. RELOCATE OR PROVIDE NEW

SEISMIC BRACING FOR SPRINKLER MAIN. SEE

MECHANICAL PLANS FOR ADDITIONAL INFORMATION.

APPROXIMATE POINT OF CONNECTION

FOR REROUTING OF PIPING

APPROXIMATE POINT OF CONNECTION

FOR REROUTING OF PIPING

RELOCATE SPRINKLER BRANCHLINES AS NEEDED TO AVOID

CONFLICTS WITH NEW DUCTWORK AND EQUIPMENT. PROVIDE

ADDITIONAL SPRINKLERS UNDER OBSTRUCTIONS AS

REQUIRED TO COMPLY WITH NFPA 13. PROVIDE SPRINKLERS

WITH APPROPRIATE TEMPERATURE RATINGS PER NFPA 13 IN

THE VICINITY OF THE NEW UNIT HEATER. SEE MECHANICAL

PLANS FOR ADDITIONAL INFORMATION.

APPLICABLE CODES AND STANDARDS

• UFC 3-600-01, FIRE PROTECTION ENGINEERING FOR FACILITIES

(CHANGE 1, 28 NOVEMBER 2016)

• NFPA 13, STANDARD FOR THE INSTALLATION OF SPRINKLER

SYSTEMS (2016)

FIRE SUPPRESSION SHEET NOTES

1. PROVIDE AUTOMATIC SPRINKLER PROTECTION AS INDICATED IN

THE PROJECT AREA IN ACCORDANCE WITH UFC 3-600-01, NFPA 13,

PROJECT SPECIFICATIONS, AND DESIGN DOCUMENTS.

2. SEISMIC PROTECTION IS NOT REQUIRED PER UFC 3-600-01 FOR

FIRE SUPPRESSION SYSTEMS, BASED ON SEISMIC CATEGORY "B"

FOR THIS LOCATION. EXISTING SEISMIC BRACING SHALL REMAIN.

3. EXISTING SPRINKLER SYSTEM WITHIN THE PROJECT AREA IS

CONNECTED TO AND SERVED BY THE EXISTING SPRINKLER SYSTEM

RISER IN MECH ROOM UB4 .

4. PROVIDE HYDRAULIC CALCULATIONS FOR THE PROJECT AREA

USING THE DESIGN AREA METHOD OF NFPA 13 AS MODIFIED BY UFC

3-600-01. DESIGN DENSITY SHALL BE FOR ORDINARY HAZARD, 0.2

GPM OVER THE MOST REMOTE 2500 SQ.FT WITH A MINIMUM K-

FACTOR OF 8.0 PER UFC 3-600-01 AND NFPA 13. HYDRAULIC

CALCULATIONS SHALL INCLUDE HOSE STREAM OF 250 GPM.

5. HYDRAULIC CALCULATIONS SHALL BE BASED ON A HYDRANT

WATER FLOW TEST CONDUCTED BY THE CONTRACTOR IN

ACCORDANCE WITH NFPA 291. CONTRACTOR SHALL COORDINATE

THE HYDRANT WATER FLOW TEST WITH THE CONTRACTING

OFFICER.

6. SPRINKLER TEMPERATURE RATING SHALL BE IN ACCORDANCE

WITH NFPA 13. SPRINKLERS SHALL HAVE A MINIMUM INTERMEDIATE

TEMPERATURE RATING WITH THE PROJECT AREA. SPRINKLERS IN

THE VICINITY OF THE NEW BOILERS SHALL HAVE A HIGH

TEMPERATURE RATING PER NFPA 13. SPRINKLER TEMPERATURE

RATINGS SHALL BE INDICATED BY THE CONTRACTOR ON THE SHOP

DRAWINGS.

7. CUTTING STRUCTURAL MEMBERS FOR PASSAGE OF PIPE OR FOR

PIPE-HANGER FASTENING IS PROHIBITED.

8. PROVIDE SPRINKLERS UNDER DUCTS, PLATFORMS, AND OTHER

OBSTRUCTIONS WITH A WIDTH OF 48" OR GREATER IN ACCORDANCE

WITH NFPA 13.

9. CONTRACTOR SHALL HYDROSTATICALLY TEST ALL NEW PIPING

AND NEW SPRINKLERS AT SYSTEM WORKING PRESSURE PER NFPA

13 SINCE THE NEW WORK CANNOT BE ISOLATED FROM THE

EXISTING SYSTEM. HYDROSTATIC TEST SHALL SHOW NO LOSS OF

SYSTEM WORKING PRESSURE FOR A MINIMUM OF 2 HOURS.

10. PIPING IS SHOWN IS CONCEPTUAL AND NOT ALL PIPING SHOWN.

LOCATIONS PROVIDED FOR INFORMATION ONLY. CONTRACTOR IS

RESPONSIBLE FOR VERIFYING EXISTING CONDITIONS PRIOR TO

PREPARING SHOP DRAWINGS. FINAL PIPE ROUTING SHALL BE

DETERMINED BY THE SPRINKLER SYSTEM CONTRACTOR BASED ON

FIELD CONDITIONS.

11. CONTRACTOR SHALL RETAIN THE SERVICES OF A QUALIFIED

FIRE PROTECTION ENGINEER (QFPE), AS REQUIRED IN SECTION

21 13 13.00 10. THE QUALIFIED FIRE PROTECTION ENGINEER SHALL

REVIEW AND APPROVE ALL SHOP DRAWINGS AND SUBMITTAL

INFORMATION PRIOR TO SUBMITTAL TO THE GOVERNMENT. THE

QUALIFIED FIRE PROTECTION ENGINEER SHALL WITNESS ALL

PRELIMINARY AND FINAL TESTING AND SHALL SIGN THE TESTING

REPORTS. SEE SECTION 21 13 13.00 10 FOR ADDITIONAL SUBMITTAL

AND TESTING REQUIREMENTS.

12. CONTRACTOR SHALL SUBMIT AS-BUILT DRAWINGS SHOWING

FINAL SYSTEM CONFIGURATION DURING PROJECT CLOSEOUT. THE

SCOPE OF THE AS-BUILT DRAWINGS SHALL BE LIMITED TO THE

PROJECT AREA AND SHALL INCLUDE ANY MODIFICATIONS MADE TO

THE EXISTING SYSTEM UNDER THIS CONTRACT.

US Army Corps of Engineers ®

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1-5 ww w.

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FOR OFFICIAL USE ONLY - Property of the U.S. Government, limited reproduction and dissemination to minimum required to bid and construct project. RTA Submittal : 7 November 2018

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KEY PLAN

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CENTER

PRELIMINARY

PLAN NORTH

4'0 8' 16'

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B-2

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UH-2

UH-1

UH-3

UH-4

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1G-001

1G-002

1GI101

1H-101

1S-001

1S-002

1S-401

1S-501

1AD101

1AD102

1A-101

1A-102

1A-103

1A-401

1A-402

1FA101

1FX101

1P-001

1PD101

1P-101

1P-102

1P-501

1P-701

1M-001

1MD101

1MD102

1M-001

1M-101

1M-102

1M-501

1M-601

1M-701

1M-801

1E-001

1ED101

1ED102

1E-101

1E-102

1E-601

File details come from the government source that posted it. Updated Dec 26, 2019.