W911SA22B2006 Attachment 3 Boiler Drawings.pdf

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Fort McCoy, Wisconsin

BUILDING 200 BOILER

REPLACEMENT

GENERAL NOTES:

1. THE CONTRACTOR IS RESPONSIBLE TO OBTAIN ALL PERMITS, LICENSES AND

CERTIFICATIONS NEEDED TO PERFORM THE WORK AT THE CONTRACTOR'S

EXPENSE.

2. ALL EQUIPMENT INSTALLATIONS MUST BE IN ACCORDANCE WITH THE

MANUFACTURER'S PUBLISHED DATA AND RECOMMENDATIONS.

3. CONTRACTOR MUST PERFORM ALL WORK IN ACCORDANCE WITH THE MOST

RECENT EDITION OF EM 385-1-1 SAFETY AND HEALTH REQUIREMENTS MANUAL

(2014 EDITION)

4. CONTRACTOR SHALL OBTAIN SPECIFIC UTILITY REQUIREMENTS FOR EACH

UTILITY. EACH UTILITY MAY REQUIRE ADDITIONAL ADVANCE NOTIFICATION.

5. CONTRACTOR IS RESPONSIBLE TO OBTAIN UTILITY LOCATES PRIOR TO THE

START OF EXCAVATION OPERATIONS AND MAINTAIN UTILITY MARKINGS DURING

CONSTRUCTION.

6. CONTRACTOR IS RESPONSIBLE TO VERIFY ALL EXISTING UTILITIES.

CONTRACTOR IS RESPONSIBLE TO VERIFY ALL EXISTING SITE CONDITIONS.

GOVERNMENT INFORMATION, DATA AND DRAWINGS ARE FOR REFERENCE ONLY,

NOT FOR CONSTRUCTION, AND DO NOT CONTAIN ALL EXISTING UTILITIES AND

SITE CONDITIONS. CONTRACTOR MUST NOT REPLY UPON GOVERNMENT

INFORMATION, DATA AND DRAWINGS AS SUBSTITUTE FOR CONTRACTOR

VERIFICATION.

7. SCALES SHOWN APPLY ONLY WHEN DRAWINGS ARE PRINTED ON 22" X 34"

PAPER. SCALES ARE HALF SIZED WHEN PRINTED ON 11" X 17" PAPER.

8. ALL MATERIALS, LABOR, EQUIPMENT AND WORK MUST BE IN ACCORDANCE WITH

SPECIFICATIONS, STANDARDIZED CONSTRUCTION METHODS AND PRACTICES,

MANUFACTURER'S PUBLISHED DATA AND RECOMMENDATIONS, AND ALL

FEDERAL, STATE, AND LOCAL LAWS, REGULATIONS, STATUES, AND CODES.

9. THE CONTRACTOR MUST PROVIDE WRITTEN NOTIFICATION TO COR WITHIN

THREE DAYS OF DISCOVERING DISCREPANCIES BETWEEN EXISTING SITE

CONDITIONS, DRAWINGS, SPECIFICATIONS, AND CONTRACT DOCUMENTS. THE

CONTRACTOR MUST PROVIDE A WRITTEN REQUEST FOR CLARIFICATION TO

ADDRESS EACH DISCREPANCY.

10. THE GOVERNMENT IS NOT RESPONSIBLE FOR THE CONTRACTOR'S CONSTRUCTION

PRACTICES, MEANS AND METHODS. THE CONTRACTOR MUST PROVIDE A WRITTEN

REQUEST TO COR A MINIMUM OF SEVEN CALENDAR DAYS PRIOR TO THE START OF

CONSTRUCTION FOR APPROVAL OF ANY DEVIATIONS FROM STANDARDIZED

CONSTRUCTION PRACTICES, MEANS AND METHODS WHETHER STATED OR IMPLIED ON

DRAWINGS AND IN SPECIFICATIONS.

11. MECHANICAL AND ELECTRICAL PLANS ARE DIAGRAMMATIC ONLY. CROSS-REFERENCE

ARCHITECTURAL DRAWINGS WITH STRUCTURAL, MECHANICAL, AND ELECTRICAL

DRAWINGS TO ASSURE COORDINATION OF LOCATIONS, SIZES, AND MATERIALS.

12. VERIFY LOCATION, SIZE AND WALL THICKNESS REQUIRED TO RECESS MECHANICAL AND

ELECTRICAL ITEMS AND MAINTAIN FIRE RATING REQUIREMENTS OF THE WALL AT THESE

BUILT-INS: UNIT HEATERS, CONVECTORS, ELECTRICAL PANELS, FIRE EXTINGUISHER

CABINETS, DUCTS, PIPING, AND ALL OTHER RECESSES.

13. WOOD USED AT ROOF AREAS AND ROOF EDGES SHALL BE WEATHER-TREATED - UNO.

14. MAINTAIN BUILDING FIRE EXITS DURING CONSTRUCTION.

15. EQUIPMENT, MATERIALS AND MANUFACTURERS LISTED IN THESE DRAWINGS MAY BE

SUBSTITUTED FOR EQUAL PRODUCTS IN COMPLIANCE WITH SPECIFICATIONS AND

FEDERAL PURCHASING REQUIREMENTS.

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SHEET INDEX TABLE

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COVER SHEET / INDEX

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ROOF PLANS AND DETAILS

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NOTES, LEGENDS AND ABBREVIATIONS

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MECHANICAL BOILER ROOM DEMOLITION PLAN

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MECHANICAL MEZZANINE DEMOLITION PLANS

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MECHANICAL BOILER ROOM FLOOR PLAN

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MECHANICAL MEZZANINE FLOOR PLANS

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MECHANICAL PLAN AREAS 1-2-3

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MECHANICAL DETAILS

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MECHANICAL DETAILS

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MECHANICAL SCHEDULES

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ELECTRICAL BOILER ROOM DEMOLITION PLAN

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NOTES, LEGEND AND ABBREVIATIONS

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ELECTRICAL BOILER ROOM FLOOR PLAN

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ELECTRICAL MEZZANINE DEMOLITION PLAN

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STRUCTURAL NOTES

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MECHANICAL CONTROLS

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MECHANICAL PLAN AREAS 4-5-6-7

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MECHANICAL PLAN AREAS 8-9-10-11

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MECHANICAL PLAN AREAS 15-16-17-18-19

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MECHANICAL PLAN AREAS 12-13-20-21

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MECHANICAL PLAN AREAS 14-22-23-24

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MECHANICAL PLAN AREAS 25-26-27

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BOILER ROOM ROOF FRAMING PLAN

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BOILER ROOM STRUCTURAL DETAILS

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AutoCAD SHX Text GENERAL STRUCTURAL NOTES THESE NOTES DO NOT REPLACE THE SPECIFICATIONS BUT ARE TO BE READ IN CONJUNCTION WITH THEM. ANY DISCREPANCIES OR CONFLICTS BETWEEN THE TWO SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER'S REPRESENTATIVE (COR) FOR RESOLUTION. THESE DRAWINGS ARE FOR THE FORT MCCOY BUILDING 200 - HIGH EFFICIENCY BOILER REPLACEMENT PROJECT AND NO OTHER USE IS AUTHORIZED. GOVERNING BUILDING CODE: : 1. UFC 3-301-01 STRUCTURAL ENGINEERING UFC 3-301-01 STRUCTURAL ENGINEERING 2. 2018 INTERNATIONAL BUILDING CODE 2018 INTERNATIONAL BUILDING CODE 3. ACI 318 ACI 318 4. AISC 360, 303 AISC 360, 303 DESIGN LOADS 1. SNOW LOADS: SNOW LOADS: GROUND SNOW LOAD 40 PSF 40 PSF ROOF SNOW LOAD 28 PSF + DRIFTING & UNBALANCED PER IBC 28 PSF + DRIFTING & UNBALANCED PER IBC SNOW EXPOSURE FACTOR 1.0 1.0 IMPORTANCE FACTOR 1.0 (BASED ON RISK CAT II) 1.0 (BASED ON RISK CAT II) THERMAL FACTOR __ __ 2. WIND LOADS: (ASCE 7-16) WIND LOADS: (ASCE 7-16) (ASCE 7-16) WIND SPEED (3 SEC GUST) 115 MPH 115 MPH 115 MPH WIND EXPOSURE C C INTERNAL PRESS COEF +/-0.18 +/-0.18 3. SEISMIC LOADS: SEISMIC LOADS: SITE CLASS D Ss 0.054 G 0.054 G S1 0.035 G 0.035 G Fa 1.6 1.6 Fv 2.4 2.4 SDs 0.058 0.058 SD1 0.057 0.057 OCCUPANCY CATEGORY II II SEISMIC DESIGN CATEGORY A (PER ASCE 7, SECTION 11.6) A (PER ASCE 7, SECTION 11.6) DESIGN / CONSTRUCTION CRITERIA 1. THE CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS BEFORE THE CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS BEFORE CONSTRUCTION AND NOTIFY THE COR OF ANY DISCREPANCIES, INCONSISTENCIES, OR DIFFICULTIES AFFECTING THE WORK BEFORE PROCEEDING. 2. ALL MATERIAL, WORKMANSHIP, AND DETAILS SHALL BE IN ACCORDANCE WITH TYPICAL ALL MATERIAL, WORKMANSHIP, AND DETAILS SHALL BE IN ACCORDANCE WITH TYPICAL COMPETENT CONSTRUCTION PRACTICES, CURRENT MANUFACTURERS RECOMMENDATIONS, AND ALL APPLICABLE CODES AND GOVERNMENT REGULATIONS. SPECIAL STRUCTURAL INSPECTION IS REQUIRED AS SCHEDULED AND PER IBC CHAPTER 17. CONTRACTOR SHALL COORDINATE WITH COR'S TESTING AGENCY. 3. THE CONTRACTOR SHALL COORDINATE ALL DISCIPLINES, VERIFYING SIZE AND 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. THE CONTRACTOR MUST NOTIFY THE COR OF ALL DISCREPANCIES, CONFLICTS, INCONSISTENCIES, AND OTHER PROBLEMS THAT MAY IMPACT STRUCTURAL WORK PRIOR TO THE START OF CONSTRUCTION. 4. THE CONTRACTOR SHALL SUPPLY ALL NECESSARY TEMPORARY BRACING, SHORING, THE CONTRACTOR SHALL SUPPLY ALL NECESSARY TEMPORARY BRACING, SHORING, GUYING, OR OTHER MEANS TO AVOID EXCESSIVE STRESSES AND TO HOLD STRUCTURAL ELEMENTS IN PLACE DURING CONSTRUCTION. 5. JOB SITE SAFETY IS THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR & JOB SITE SAFETY IS THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR & THEIR SUBCONTRACTORS. 6. THE GOVERNMENT IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, THE GOVERNMENT IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES OR PRACTICES. WHERE DRAWINGS AND DETAILS IMPLY THIS, THEY ARE PROVIDED TO SHOW FINAL CONSTRUCTION. IF CONTRACTOR DESIRES TO USE DIFFERENT MEANS AND METHODS THAN IMPLIED BY THESE DRAWINGS, SUBMIT SIMILAR DETAILS FOR REVIEW. 7. STANDARD OR TYPICAL STRUCTURAL DETAILS ARE INTENDED TO ILLUSTRATE DESIGN STANDARD OR TYPICAL STRUCTURAL DETAILS ARE INTENDED TO ILLUSTRATE DESIGN CONCEPTS AND TO SPECIFY MATERIAL AND REQUIRED PHYSICAL DIMENSIONS MATCHING OR SIMILAR TO THE REFERENCED LOCATIONS IN THE DRAWINGS SET. 8. THERE IS NO PROVISION FOR FUTURE VERTICAL EXPANSION IN THE DESIGN. THERE IS NO PROVISION FOR FUTURE VERTICAL EXPANSION IN THE DESIGN. EXISTING CONSTRUCTION 1. BEFORE PROCEEDING WITH ANY WORK WITHIN OR ADJACENT TO THE EXISTING BEFORE PROCEEDING WITH ANY WORK WITHIN OR ADJACENT TO THE EXISTING BUILDINGS, THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH EXISTING STRUCTURAL AND OTHER CONDITIONS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DESIGN, PROVIDE, AND ERECT ALL NECESSARY BRACING, SHORING AND OTHER SAFEGUARDS TO MAINTAIN ALL PARTS OF THE EXISTING WORK IN A SAFE CONDITION DURING THE PROCESS OF DEMOLITION AND CONSTRUCTION AND TO PROTECT FROM DAMAGE THOSE PORTIONS OF THE EXISTING WORK WHICH ARE TO REMAIN. 2. THE CONTRACTOR SHALL FIELD VERIFY THE DIMENSIONS, ELEVATIONS, ETC. THE CONTRACTOR SHALL FIELD VERIFY THE DIMENSIONS, ELEVATIONS, ETC. NECESSARY FOR THE PROPER CONSTRUCTION AND ALIGNMENT OF THE NEW PORTIONS OF THE WORK TO THE EXISTING WORK. THE CONTRACTOR SHALL MAKE ALL MEASUREMENTS NECESSARY FOR FABRICATION AND ERECTION OF STRUCTURAL MEMBERS. ANY DISCREPANCY SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE C.O.R. STRUCTURAL METALS 1. ALL STRUCTURAL STEEL WIDE FLANGE BEAMS SHALL BE ASTM A992, GRADE ALL STRUCTURAL STEEL WIDE FLANGE BEAMS SHALL BE ASTM A992, GRADE 50 STEEL AND ALL MISCELLANEOUS STEEL, INCLUDING LINTEL ANGLES SHALL BE ASTM A36 STEEL (MIN. Fy = 36 KSI). RECTANGULAR STEEL TUBES (HSS) SHALL BE ASTM A500, GRADE B STEEL (Fy = 46 KSI). PIPE SHALL BE ASTM A53 (Fy = 35 KSI) OR A500 GRADE B (42 KSI). BASE PLATES AND OTHER SHAPES SHALL BE ASTM A36 (36 KSI). SPLICING OR MODIFICATION OF MEMBERS IN THE FIELD IS PROHIBITED WITHOUT PRIOR WRITTEN APPROVAL OF THE C.O.R. 2. FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH THE LATEST FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE AISC MANUAL OF STEEL CONSTRUCTION. 3. UNLESS GALVANIZED, ALL STEEL SHALL RECEIVE A THREE COAT PAINT UNLESS GALVANIZED, ALL STEEL SHALL RECEIVE A THREE COAT PAINT SYSTEM: ZINC-RICH PRIMER, EPOXY, POLYURETHANE. REFER TO SPECIFICATION MANUAL. 4. ALL WELDING SHALL BE PERFORMED BY A CERTIFIED WELDER USING E70 ALL WELDING SHALL BE PERFORMED BY A CERTIFIED WELDER USING E70 ELECTRODES IN ACCORDANCE WITH THE REQUIREMENTS OF THE AWS D1.1 AND D1.2 "STRUCTURAL WELDING CODE" AND VISUALLY INSPECTED. FULL-PEN WELDS SHALL ALSO BE INSPECTED BY NDT METHODS SUCH AS ULTRASONIC, MAG PARTICLE, OR DYE PEN. 5. ALL FIELD WELDED CONNECTIONS SHALL BE CHIPPED, GROUND WHERE ALL FIELD WELDED CONNECTIONS SHALL BE CHIPPED, GROUND WHERE REQUIRED, WIRE BRUSH CLEANED AND PAINTED TO MATCH THE PAINT SYSTEM. 6. ALL BOLTS NOT OTHERWISE SPECIFIED SHALL BE 3/4" DIAMETER HIGH ALL BOLTS NOT OTHERWISE SPECIFIED SHALL BE 3/4" DIAMETER HIGH STRENGTH (ASTM A325-N). ALL BOLTS SHALL BE FULLY PRETENSIONED. ANY NON-TWISTOFF BOLTS SHALL HAVE 10 PERCENT CHECKED WITH A TORQUE WRENCH BY THE SPECIAL INSPECTOR. ALL BEAM CONNECTIONS SHALL BE DESIGNED PER THE AISC MANUAL OF STEEL CONSTRUCTION "FRAMED BEAM CONNECTIONS" FOR THE INDICATED REACTIONS OR AT LEAST 0.60 x BEAM TOTAL SHEAR CAPACITY SHOWN IN THE ALLOWABLE UNIFORM LOAD TABLES, WHICHEVER IS GREATER. ALL CONNECTIONS MUST BE TWO BOLT MINIMUM. ALL COPES SHALL BE MADE WITH A 1" MINIMUM RADIUS. 7. WHERE HEADED RODS ARE NOTED OR SPECIFIED, BENT RODS SHALL NOT BE WHERE HEADED RODS ARE NOTED OR SPECIFIED, BENT RODS SHALL NOT BE FURNISHED. 8. ALL EXPOSED STEEL SHALL BE PRIME PAINTED PER ARCHITECTURAL ALL EXPOSED STEEL SHALL BE PRIME PAINTED PER ARCHITECTURAL SPECIFICATION. SHOP DRAWING SUBMITTAL & REVIEW 1. GC SHALL FOLLOW THE REQUIREMENTS IN SPECIFICATION SECTION 01300 FOR GC SHALL FOLLOW THE REQUIREMENTS IN SPECIFICATION SECTION 01300 FOR ALL SUBMITTALS. 2. PRIOR TO SUBMITTAL OF A SHOP DRAWING OR ANY RELATED MATERIAL TO PRIOR TO SUBMITTAL OF A SHOP DRAWING OR ANY RELATED MATERIAL TO THE COR, THE GC SHALL: 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. REVIEW AND APPROVE EACH SUBMISSION. STAMP EACH SUBMISSION AS APPROVED. 3. GC SHALL FOLLOW THE SUBMISSION REQUIREMENTS TO AVOID UNNECESSARY GC SHALL FOLLOW THE SUBMISSION REQUIREMENTS TO AVOID UNNECESSARY DELAYS IN WORK. 4. GC SHALL PREPARE A SUBMITTAL REGISTER LISTING ALL SUBMITTAL ITEMS, GC SHALL PREPARE A SUBMITTAL REGISTER LISTING ALL SUBMITTAL ITEMS, AND SUBMIT THE REGISTER TO THE CONTRACTING OFFICER FOR ACCEPTANCE. 5. SHOP DRAWINGS AND RELATED MATERIAL (IF ANY) REQUIRED ARE LISTED SHOP DRAWINGS AND RELATED MATERIAL (IF ANY) REQUIRED ARE LISTED BELOW. SUBMITTALS SHALL INCLUDE, BUT ARE NOT LIMITED TO: STRUCTURAL STEEL FABRICATIONS REQUIRED FOR REINFORCEMENT OF EXISTING JOISTS, SPANNING BETWEEN JOISTS, AND ANCHORING CABLE TIES. SPECIAL INSPECTION 1. C.O.R. WILL ARRANGE AND PAY FOR SPECIAL INSPECTIONS ACCORDING TO C.O.R. WILL ARRANGE AND PAY FOR SPECIAL INSPECTIONS ACCORDING TO THE TABLE BELOW. G/C SHALL COOPERATE AND COORDINATE WITH INSPECTOR AND C.O.R.

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1 METAL CONSTRUCTION WELDING DETAILS: BRACING, LOCATIONS, ETC. BOLTING

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DESCRIPTION

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TESTING

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INSPECTING

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YES

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NO

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NA

AutoCAD SHX Text A. FIELD WELDING IS TYPICALLY SINGLE PASS FILLET WELDS. THEREFORE, PERIODIC FIELD WELDING IS TYPICALLY SINGLE PASS FILLET WELDS. THEREFORE, PERIODIC SPECIAL INSPECTION OF FIELD WELDING IS ACCEPTABLE. B. REVIEW OF WELDER QUALIFICATIONS AND PROCEDURES SHALL BE COMPLETED REVIEW OF WELDER QUALIFICATIONS AND PROCEDURES SHALL BE COMPLETED PRIOR TO STARTING FIELD WORK AND SPECIAL INSPECTOR SHALL OBSERVE WELDING AS FIELD OPERATIONS BEGIN. C. IT IS ASSUMED THAT SHOP WELDING, AS REQUIRED, WILL BE PEFORMED ON THE IT IS ASSUMED THAT SHOP WELDING, AS REQUIRED, WILL BE PEFORMED ON THE PREMISES OF A FABRICATOR REGISTERED AND APPROVED TO PERFORM SUCH WORK. G/C SHALL SUBMIT FABRICATOR DOCUMENTS, STANDARDS AND PROCEDURES TO C.O.R. FOR APPROVAL. D. REPORTS OF INSPECTIONS SHALL BE PROVIDED, AT THE FREQUENCY NOTED REPORTS OF INSPECTIONS SHALL BE PROVIDED, AT THE FREQUENCY NOTED ABOVE, TO THE C.O.R. AND CONTRACTOR BY THE FIRM CONTRACTED TO PERFORM INSPECTIONS.

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2'- 0"

STAINLESS STEEL

RAINCAP

2" MIN.

(TYP)

SET IN SEALANT

(TYPICAL)

EXISTING RIGID

INSULATION

NEW DOUBLE WALL

STAINLESS STEEL VENT PIPE

-SEE MECHANICAL DRAWINGS

L6x4 (LLV) STEEL ANGLE

FRAMING OPENING - SUPPORT

FROM JOISTS PER D/S2.0

EXISTING STEEL DECK

EXISTING VAPOR BARRIER

TREATED WD. BLOCK BOLTED

TO MTL. DECK W/� 1/2" DIA. BOLTS

STANDING SEAM

MTL. ROOFING

16 GA. METAL STORM COLLAR

CLAMPING RING

SEALANT

8" MI

N.

STACK SUPPORT PLATE OR FRAME BY

BOILER STACK SUPPLIER, HANG FROM STEEL

FRAMING WITH 5 8" MIN. THREADED RODS

(MAX. LOAD AT DOUBLE STACKS: 1,000 LB)

(G/C CONFIRM WEIGHT OF BOILER STACKS)

L2x2x1

4 STAINLESS STEEL ANGLE

FRAME AROUND DOUBLE BOILER

STACK

4" PLATE WITH 12"Ø HOLE FOR

CABLE CONNECTION

(2) L2x2x3

16 THUS:

SUPPLEMENT JOIST WEBS FROM

CONCENTRATED LOADS NOT AT PANEL

POINTS TO NEAREST PANEL POINT.

PROVIDE AT ALL CONCENTRATED

LOADS EXCEEDING 100 lbs.

CONCENTRATED LOAD AT BOTTOM CHORD

ANGLES SPAN BETWEEN ADJACENT

JOISTS, SEE DETAIL D/S2.0

STEEL JOIST - SEE PLAN

HORIZONTAL LEG TO BEAR

ON TOP OF JOISTS AT

PANEL POINT - PLACE

PRIOR TO METAL DECK

1" RADIUS

VERTICAL LEG CUT BACK

CONTRACTOR OPTIONAL DETAIL FOR

ANGLE SUPPORT AT JOISTS - MUST FIT

BETWEEN DECK FLUTES

"B"

"T"

TYP. 1

BOTTOM CHORD HANGING LOADS

WHERE "B" DIMENSION EXCEEDS 2", ADD REINFORCING ANGLES

L2x2x3

16 EACH SIDE FROM POINT OF LOAD TO NEAREST JOIST TOP

CHORD PANEL POINT.

TOP CHORD HANGING LOADS

WHERE "T" DIMENSION EXCEEDS 2", ADD REINFORCING ANGLES

L2x2x3

16 EACH SIDE FROM POINT OF LOAD TO NEAREST JOIST BOTTOM

CHORD PANEL POINT.

WALL BRACING AND ANY OTHER LOADS WHICH MAY PRODUCE

UPWARD FORCES MUST BE ATTAHCED TO TOP CHORDS AT PANEL

POINTS ONLY. WELD BRACES TO VERTICAL LEG OF TOP CHORD

ONLY. INSTALL AT SLIGHT SKEW TO MISS BOTTOM CHORD AS

REQUIRED.

JOIST TOP CHORD

℄ BOTTOM CHORD

PANEL POINT

JOIST BOTTOM CHORDBOTTOM CHORD

HANGING LOAD

TOP CHORD

POINT LOAD

℄ TOP CHORD

PANEL POINT

1"

JOIST WEB

INSTALL REINFORCING

ANGLES EACH SIDE AND

WELD TO VERTICAL LEG OF

CHORDS (TYP.)

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ES

SEE PLAN (6'-0" MAX.)

NOTE:

COORD. SIZE AND LOCATION OF ROOF OPENINGS

W/ ACTUAL EQUIPMENT SELECTED. PROVIDE

SUCH FRAMING FOR ALL ROOF OPENINGS

EXCEEDING 12"x12".

1" 1"

TYP.

TYP.

2" MAX

CLR (TYP.)

SEE PLAN (6'-0" MAX.)

OPENING SIZE VARIES

PLAN

OPENING

SECTION

L5x5x3 8 x 4" LONG (TYP.) OR

PER A/S2.0 WHERE

GEOMETRICALLY FEASIBLE

L6x4x3/8

PROVIDE ADDITIONAL

FRAMING AS NEEDED AT

HVAC UNITS

BAR JOIST - SEE

PLAN (TYP.)

L5x5x3/8

8"

EXISTING BAR JOIST

-SEE PLAN

ALIGN SUPPORT WITH TOP CHORD OR

BOTTOM CHORD PANEL POINT. REINFORCE

TRUSS WEBS PER DETAIL B/S2.0

EXISTING ROOF DECK

HSS2.5x2.5x1

FLASH AROUND ROOF

PENETRATIONS PER

ROOFING SUPPLIER

RECOMMENDATIONS

8" CAP PLATE WITH THREADED STUD AND

STAINLESS STEEL WELDED EYE NUT AT TOP

L11 2x11

2x3

16 ANGLE TO

ADJACENT JOIST - EACH

SIDE OF HSS POST

5/16 5/16

TYP. TUBE TO ANGLES

EACH SIDE

3/16 TYP

TOP ANGLE ONE SIDE

MAY BE L6x4 WHERE

ADJACENT TO ROOF

OPENING

W21 BEAM (EXISTING)

-SEE PLAN

8" CAP PLATE WITH THREADED

STUD AND WELDED EYE NUT AT TOP

EXISTING ROOF DECK

FLASH AROUND ROOF

PENETRATIONS PER ROOFING

SUPPLIER RECOMMENDATIONS

8"

5/16

HSS2.5x2.5x1/4

STACK SUPPORT PLATE OR FRAME BY

BOILER STACK SUPPLIER, HANG FROM STEEL

FRAMING WITH 5 8" MIN. THREADED RODS

(MAX. LOAD AT SINGLE STACKS: 500 LB)

(G/C CONFIRM WEIGHT OF BOILER STACKS)

STEEL CHANNEL BRACKET FROM

EXISTING WIDE FLANGE BEAM

HANGER ROD

5/16

TYP. C12 TO

EXISTING BEAM

EXISTING W21 BEAM

C12 CHANNEL FOR SUPPORT OF

STACK - SEE PLAN

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ORIGINAL SCALE: 3/4" = 1'-0"

S2.0

C

JOIST DETAIL AT ROOF OPENING

ORIGINAL SCALE: 3/4" = 1'-0"

S2.0

A

SUPPORT ANGLE DETAIL

ORIGINAL SCALE: 3" = 1'-0"

S2.0

B

TYPICAL JOIST DETAIL AT CONCENTRATED LOAD

ORIGINAL SCALE: 3/4" = 1'-0"

S2.0

D

TYPICAL ROOF OPENING DETAIL

ORIGINAL SCALE: 3/4" = 1'-0"

S2.0

F

VENT STACK GUY WIRE CONNECTIONS TO ROOF FRAMING

ORIGINAL SCALE: 3/4" = 1'-0"

S2.0

G

VENT STACK GUY WIRE CONNECTION ABOVE W-BEAM

ORIGINAL SCALE: 3/4" = 1'-0"

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STACK SUPPORT FROM BEAM BRACKETS

ORIGINAL SCALE: 3/4" = 1'-0"

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2518SHEET of

5 DEMO/NEW HYDRONIC SCHEMATIC WORK

N.T.S. 3 BASE MOUNTED PUMP

N.T.S.

BUTTERFLY

VALVE (TYP.)

PETE'S PLUG (TYP.)

BALANCING VALVE

CHECK VALVE

FLEXIBLE

CONNECTION

(TYP.)

UNION OR FLANGE

(TYP.)

EXISTING CONCRETE

EQUIPMENT PAD

DRAIN VALVE

SUCTION DIFFUSER

WITH SUPPORT LEG

GAUGE VALVE (TYP.)

PRESSURE GAUGE

DISCHARGE PIPE

(SEE PLANS FOR SIZE)

BUILDING ATTACHMENT

AS REQUIREDSPRING HANGER-

PROVIDE ON MINIMUM OF

THREE PIPE HANGERS

UPSTREAM AND

DOWNSTREAM

OF PUMP

PIPE INSULATION

(NOT SHOWN ON ALL

PIPING FOR CLARITY.

REFER TO

SPECIFICATIONS

FOR INSTALLATION

REQUIREMENTS.)

PIPE HANGER

END SUCTION PUMP

O

NO

NC

CIRCUIT SETTER

SHUT-OFF VALVE (TYP)

CONCENTRIC REDUCER

(TYP)

'ON-OFF'

CONTROL VALVE

UNION (TYP)

PETE'S PLUG (TYP)

AIR VENT (TYP)

HOT WATER RETURN

HOT WATER SUPPLY

BALANCING VALVE

DRAIN VALVE

1 HYDRONIC UNIT HEATER WITH 3-WAY VALVE

N.T.S.

6 BOILER STACK OUTLET

N.T.S.

12"

4' MIN

FLASHING CONE WITH

CURB BASE. SEAL ALL

JOINTS WATERTIGHT.

STORM COLLAR

VELOCITY CAP

BOILER COMBUSTION

INTAKE

ROOF CURB WITH CANT

STRIP BY CONTRACTOR

ROOF AND ROOF FLASHING

BY GENERAL CONTRACTOR

PREFABRICATED DOUBLE

WALL BOILER STACK. SEE

PLANS FOR SIZE.

18" LONG, 20 GA SHEET

METAL SLEEVE AT ROOF

PENETRATION & ATTACHED

TO ROOF DECK.

2"x2" ANGLE

20 GA SHEET METAL

PLATE

15' MIN

BOILER FLUE

GUY WIRES

4 CONDENSING BOILER PIPING DETAIL

N.T.S.

FS

HOT WATER FROM SYSTEM.

SEE HOT WATER SYSTEM

SCHEMATIC

HOT WATER TO

SYSTEM. SEE HOT

WATER SCHEMATIC

STRAINER

TEMPERATURE GAUGE (TYP)

SHUT-OFF VALVE. SEE

SPECIFICATIONS FOR TYPE

(TYP)

UNION (TYP)

3" GAS SUPPLY WITH PLUG

VALVE AND SEDIMENT TRAP

3/4" CONDENSATE DRAIN

WITH TRAP.

CONDENSATE

NEUTRALIZATION TANK

3/4" CONDENSATE TO

NEAREST DRAIN

EXISTNG

HOUSEKEEPING PAD

FLOOR

PRESSURE RELIEF

VALVE. EXTEND

DISCHARGE DOWN TO

NEAREST DRAIN

FLOW SWITCH

BOILER

CHECK VALVE

BALANCING VALVE

PRESSURE REGULATOR

(IF NECESSARY)

CONNECT BOILER

VENTING DRAIN TO

NEUTRALIZATION TANK

CONTROL VALVE

2 HYDRONIC UNIT HEATER WITH 2-WAY VALVE

N.T.S.

CIRCUIT SETTER

SHUT-OFF VALVE (TYP)

CONCENTRIC REDUCER

(TYP)

'ON-OFF'

CONTROL VALVE

UNION (TYP)

PETE'S PLUG (TYP)

AIR VENT (TYP)

HOT WATER RETURN

HOT WATER SUPPLY

DRAIN VALVE

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HOT WATER FLOW DIAGRAM

P

X-ET

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B

B

B

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8" HWS

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6" HWR

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CONNECT TO EXISTING 1" M.W

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CONTROL VALVE (TYP)

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DRAIN VALVE W/ CAP

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FLOW METER

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123 GPM

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186 GPM

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97 GPM

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530 GPM

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40 GPM

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330 GPM

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357 GPM

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ZONE 2

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EXISTING FILTER

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EXISTING AIR SEPARATORS

CHEM-POT FEEDER

M6.0

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M7.0

HWR FROM SYSTEM

HWS TO SYSTEM

T

B-1

VFD

VFD

HWP-1

HWP-2

T

B-2

T

HW

R

HW

R

B1SS

B1S

B1ALM

B1ERR

B1ST

T

B2SS

B2S

B2ALM

B2ERR

B2ST

HWST

P1SS

P1S

P1SPD

P1ALM

P2SS

P2SPD

P2ALM

P2S

HWSPD

BP-1 BP-2

B1FR B2FR

FS FSHFS HFS

VFDHWP-3

P3SS

P3SPD

P3ALM

BCV BCV

P3S

1 HOT WATER SYSTEM CONTROL DIAGRAM

N.T.S.

HOT WATER CONTROL SEQUENCE

1. GENERAL:

a. System consists of four hot water condensing boilers and three system pumps in a variable primary system configuration.

b. Boilers and pumps are both N+1 redundant.

c. Hot water system shall be enabled continuously.

2. BOILERS:

a. BAS system shall reset hot water supply temperature set point in inverse proportion to outdoor air temperature based on the following temperature reset schedule:

i. When outdoor air temperature is 40 deg or greater, hot water supply temperature set point shall be 140 deg F.

ii. When outdoor air temperature is 0 deg or less, hot water supply temperature set point shall be 180 deg F.

b. Manufacturer's boiler controller shall stage and modulate boilers to maintain hot water supply temperature determined by

BAS.

i. Boiler controller shall close each motorized isolation valve when the corresponding boiler is commanded off.

c. Boiler controllers shall alternate lead/lag staging of boilers to equalize run time.

d. BAS shall monitor boiler status and alarms.

3. SYSTEM PUMPS:

a. System shall enable up to two pumps to run at any time. One pump shall remain in standby in case of failure of either of the other pumps.

b. System shall stage and modulate enabled pumps to maintain system pressure differential set point.

c. System shall switch Lead, Lag and Standby pumps to equalize run time.

d. If either Lead or Lag pump fails, system shall enable Standby pump and alarm.

C H

NO

HW

S

HW

R

T

RETURN AIR

2 UNIT HEATER CONTROL DIAGRAM

N.T.S. 3

CONTROL DIAGRAM - EXHAUST FAN

WITH MOTORIZED CONTROL DAMPER

N.T.S.

SUPPLY AIR

T

B-3

HW

R

B3SS

B3S

B3ALM

B3ERR

B3ST

BP-3

B3FR

FSHFS

BCV

T

B-4

HW

R

B4SS

B4S

B4ALM

B4ERR

B4ST

BP-4

B4FR

FSHFS

BCV

F

HWRTHWFM

ST EADESFS

HCV

FSS

FS

EFSS

C H

NO

HW

S

HW

R

T

RETURN AIR SUPPLY AIR

ST

HCV

FSS

FS

B1ISO B2ISO B3ISO B4ISO

3-WAY VALVE 2-WAY VALVE

EMERGENCY AIR DISTRIBUTION SHUTOFF

1. GENERAL:

a. Emergency shutoff system shall comply with UFC 4-101-01, Chapter 3, Standard 18.

b. Upon activation of any emergency shutoff switch, system shall close all outside air intake, relief air and exhaust air dampers.

All return air dampers shall be open.

c. If any damper position does not match the damper command, system shall alarm.

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GENERAL NOTES

1. DRAWINGS ARE DIAGRAMMATIC AND DO NOT SHOW ALL

REQUIRED COMPONENTS FOR A COMPLETE INSTALLATION.

CONTRACTOR SHALL FURNISH AND INSTALL

MATERIAL,EQUIPMENT, DEVICES, FIXTURES, SERVICE

REQUIREMENTS NECESSARY TO CONFORM TO THE

STRUCTURE, EQUIPMENT CONNECTIONS, FOR A COMPLETE

AND FUNCTIONAL INSTALLATION AND SHALL MAINTAIN

APPROPRIATE CLEARANCES.

2. ALL WORK SHALL COMPLY WITH APPLICABLE NATIONAL,

STATE, LOCAL CODES, FEDERAL AND STATE REGULATIONS,

AND ALL REQUIREMENTS OF THE LOCAL AUTHORITIES

HAVING JURISDICTION.

3. CONTRACTOR SHALL COORDINATE WORK WITH ALL OTHER

TRADES PRIOR TO INSTALLATION.

4. THE CONTRACTOR SHALL VISIT THE SITE TO DETERMINE

THE FULL EXTENT OF WORK AND PROJECT CONDITIONS.

FAILURE TO DO SO WILL NOT RELIEVE THE CONTRACTOR OF

THE OBLIGATIONS OF THE CONTRACT.

5. THE CONTRACTOR SHALL CHECK ALL DRAWINGS AND

SPECIFICATIONS OF OTHER TRADES AND INCLUDE IN THEIR

BID ANY ADDITIONAL WORK REQUIRED BY THIS TRADE.

6. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT

LOCATIONS AND MOUNTING HEIGHTS OF ALL LIGHT

SWITCHES, POWER, AND COMMUNICATIONS OUTLETS. ALL

OUTLETS SHALL BE MOUNTED VERTICALLY UNLESS

OTHERWISE NOTED. COORDINATE ALL FINAL DEVICE

REQUIREMENTS WITH ARCHITECT PRIOR TO INSTALLATION.

7. ALL CONDUITS SHOULD BE SUPPORTED IN COMPLIANCE

WITH CODE REQUIREMENTS AND INSTALLED IN A MANNER

AS TO AFFORD MINIMUM INTERFERENCE WITH OTHER

TRADES. ALL CONDUITS ABOVE CEILING SHALL BE RIGIDLY

SUPPORTED BY SUITABLE HANGERS FROM THE

STRUCTURAL SLAB DECK OR FRAMING ABOVE

INDEPENDENT OF THE CEILING, CEILING SUPPORT SYSTEM

AND OTHER TRADE COMPONENTS. ALL CONDUITS SHALL BE

CONCEALED UNLESS OTHERWISE NOTED ON DRAWINGS.

8. FIRE RATED SEALS SHALL BE PROVIDED FOR ALL CONDUIT

PENETRATIONS THROUGH FIRE RATED FLOORS, WALLS,

AND CEILINGS.

9. CONTRACTOR SHALL VERIFY ALL EQUIPMENT CONNECTION

CONFIGURATIONS BEFORE PURCHASE. ALL DEVICES

SHOWN ARE FOR REFERENCE ONLY, TO COMMUNICATE

DESIGN INTENT, FINAL LOCATIONS SHALL BE VERIFIED

PRIOR TO INSTALLATION. THIS NOTE SHALL APPLY TO, BUT

NOT BE LIMITED TO, RECEPTACLES, SWITCHES, DATA

PORTS, AUDIO/VIDEO DEVICES, AND TELEPHONE JACKS.

10. THE CONTRACTOR SHALL COORDINATE AND VERIFY ALL

ABOVE CEILING REQUIREMENTS (PLENUM, NON-PLENUM,

AIR HANDLING, ETC.) AS REQUIRED BY LOCAL AUTHORITY

BEFORE THE INSTALLATION AND PURCHASE OF ELECTRICAL

EQUIPMENT, MATERIALS AND DEVICES, WIRING, CABLING,

AND THE ORDERING OF LIGHTING FIXTURES.

11. CONDUCTOR SIZES INDICATED ARE MINIMUM SIZES BASED

ON 60°C COPPER CONDUCTOR 100 AMPS OR LESS AND 75°C

COPPER CONDUCTOR GREATER THAN 100 AMPS.

AMPACITIES OF CONDUCTORS DO NOT TAKE VOLTAGE

DROP INTO CONSIDERATION. CONTRACTOR SHALL SIZE

CONDUCTORS FOR FEEDERS AND BRANCH CIRCUITS TO

PREVENT A VOLTAGE DROP EXCEEDING 3 PERCENT AT THE

FARTHEST OUTLET OF POWER, HEATING, AND LIGHTING

LOADS, OR COMBINATION OF SUCH LOADS, AND WHERE THE

MAXIMUM TOTAL VOLTAGE DROP ON BOTH FEEDERS AND

BRANCH CIRCUITS TO THE FARTHEST OUTLET DOES NOT

EXCEED 5 PERCENT, TO PROVIDE REASONABLE EFFICIENCY

OF OPERATION.

CEILING MOUNTED SPEAKER

WALL MOUNTED SPEAKER

VOLUME CONTROL

WALL MOUNTED MICROPHONE JACK

FLOOR MOUNTED MICROPHONE JACK

SYSTEMS LEGEND

DATA OUTLET

TELEPHONE/DATA OUTLET

TELEPHONE FLOOR OUTLET

DATA FLOOR OUTLET

TELEPHONE/DATA FLOOR OUTLET

TELEVISION OUTLET

CEILING MOUNTED/SUSPENDED CLOCK

WALL MOUNTED CLOCK

TELEPHONE OUTLET

SECURITY CARD READER

CEILING DATA OUTLET

CEILING TELEPHONE/DATA OUTLET

WAP CEILING

WAP WALL

AUDIO VISUAL OUTLET

NURSE ZONE DOME LIGHT

NURSE DOME-LESS CONTROLLER

NURSE BED STATION

NURSE DUTY STATION

NURSE EMERGENCY CALL

NURSE MASTER STATION

NURSE STAFF STATION

NURSE CALL CONTROL PANEL

NURSE CALL PERIPHERAL INTERFACE PORT

SECURITY ELECTRIC STRIKE

SECURITY DOOR CONTACTOR

SECURITY DOOR POSITION SWITCH

SECURITY MOTION DETECTOR

SECURITY KEY PAD

SECURITY PUSH BUTTON

SECURITYREQUEST TO EXIT

SECURITY CAMERA

SECURITY PAN, TILT, ZOOM CAMERA

SECURITY MONITOR

SECURITY ACCESS CONTROL PANEL

SECURITY CONTROL PANEL

SECURITY MULTIPLEXER

INFRARED RECEIVER

ELECTRIC STRIKE REQUEST TO EXIT

PUSHBUTTON

EMERGENCY PUSH BUTTON

AV

CL

S

TV

V

CL

M

S

W

W

M

ES

PB

ACP

CR

SCP

DC

IR

KP

S M

MD

MPX

DP

PTZ

NM

NB

NCP

NIP

N

ND

NE

NS

DL

Z N

SECURITY MAG-LOCKML

RE

DUPLEX RECEPTACLE 6" ABOVE

COUNTER OR BACKSPLASH OR AT

HEIGHT INDICATED

DOUBLE DUPLEX RECEPTACLE

TOP SWITCHED DUPLEX RECEPTACLE

SPECIAL PURPOSE OUTLET

DUPLEX FLOOR OUTLET

DOUBLE DUPLEX FLOOR OUTLET

TOP SWITCHED DUPLEX FLOOR OUTLET

CEILING MOUNTED DUPLEX RECEPTACLE

CEILING MOUNTED DOUBLE DUPLEX

RECEPTACLE

POKE THRU

POWER POLE

CIRCUIT BREAKER

FUSE

GROUND

TRANSOCKET

RECESSED PANEL

METER

CURRENT TRANSFORMER

MANUAL DISCONNECT

NON-FUSED DISCONNECT

FUSED DISCONNECT

MAGNETIC STARTER

COMBINATION STARTER

MOTOR

PUSH BUTTON

SINGLE RECEPTACLE

POWER LEGEND

SURFACE MOUNT PANEL

DUPLEX RECEPTACLE

POWER ASSIST OPERATOR PUSH PLATE

JUNCTION BOXJ

M

PP

M

GENERAL LEGEND

KEY NOTE

TYPICAL CIRCUIT

UNSWITCHED CIRCUIT

NEW ELECTRICAL COMPONENT

EXISTING ELECTRICAL COMPONENT

DEMOLISHED ELECTRICAL COMPONENT

E##

ELECTRICAL SHEET INDEX

NUMBER SHEET NAME

E0.1 NOTES, LEGEND AND ABBREVIATIONS

E1.1 ELECTRICAL BOILER ROOM DEMOLITION PLAN

E1.2 ELECTRICAL MEZZANINE DEMOLITION PLAN

E1.3 ELECTRICAL BOILER ROOM FLOOR PLAN

ABBREVIATIONS

1P SINGLE POLE

1PH SINGLE PHASE

2/* 120/240V OR 120/208V PANEL

2P TWO POLE

2W TWO WIRE

3P THREE POLE

3PH THREE PHASE

3W THREE WIRE

4/* 277/480V PANEL

4W FOUR WIRE

A AMPERE

AC ALTERNATING CURRENT

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AGL ABOVE GROUND LEVEL

AHJ AUTHORITY HAVING JURISDICTION

AIC AMPERE INTERRUPTING CAPACITY

ALT ALTERNATE

AMP AMPERE

AOR AREA OF REFUGE

AORM AREA OF REFUGE MASTER STATION

AORR AREA OF REFUGE REMOTE STATION

ATS AUTOMATIC TRANSFER SWITCH

AUTO AUTOMATIC

AV AUDIO VISUAL

BLDG BUILDING

BOT BOTTOM

BRKR BREAKER

C CONDUIT

CAB CABINET

CAP CAPACITY

CAT CATALOG

CATV COMMUNITY ANTENNA TELEVISION

CB CIRCUIT BREAKER

CCTV CLOSED CIRCUIT TELEVISION

CD CANDELA OR CONSTRUCTION DOCUMENT

CHW CHILLED WATER

CHWP CHILLED WATER PUMP

CKT CIRCUIT

CKT BRKR CIRCUIT BREAKER

CL MOUNTED ON CEILING

CLG CEILING

COAX COAXIAL CABLE

CONT CONTINUE

CP CONTROL PANEL

CT CURRENT TRANSFORMER

CTV CABLE TELEVISION

CU COPPER

D DEDICATED

DB DECIBEL OR DIRECT BURIAL

DCP DIMMER CONTROL PANEL

DD DOUBLE DUPLEX

DEMO DEMOLITION

DISC DISCONNECT

DIST DISTRIBUTION

DM DIMMING

DN DOWN

DPDT DOUBLE POLE, DOUBLE THROW

DPST DOUBLE POLE, SINGLE THROW

DS DAYLIGHT SENSOR

DWG DRAWING

EBU EMERGENCY BATTERY UNIT

ELEV ELEVATOR

EM EMERGENCY

EMI ELECTROMAGNETIC INTERFERENCE

EMT ELECTRICAL METALLIC TUBING

ENCL ENCLOSURE

ER ELEVATOR RECALL

ERL EXISTING TO BE RELOCATED

ES ELECTRIC STRIKE

ETR EXISTING TO REMAIN

EWC ELECTRIC WATER COOLER

EWH ELECTRIC WATER HEATER

EVR ELEVATOR RECALL

FA FIRE ALARM

FAAP FIRE ALARM ANNUNCIATOR PANEL

FACP FIRE ALARM CONTROL PANEL

FC FOOT-CANDLE

FLA FULL LOAD AMPERE

FLT FLOODLIGHT

FP FIRE PROTECTION

FSS FUSED SAFETY SWITCH

FVNR FULL VOLTAGE NON-REVERSING

FVR FULL VOLTAGE REVERSING

G GENERATOR

G/GND GROUND

GC GENERAL CONTRACTOR

GFI / GFCI GROUND FAULT CIRCUIT INTERRUPTER

HID HIGH INTENSITY DISCHARGE

HOA HAND-OFF-AUTO

HP HORSE POWER

HZ HERTZ

IR IN ROOM

IG INSULATED GROUND

IU IN UNIT

K KEY OPERATED

J-BOX JUNCTION BOX

KV KILOVOLT

KVA KILOVOLT AMPERE

KW KILOWATT

KWH KILOWATT HOUR

LCP LIGHTING CONTROL PANEL

LED LIGHT EMITTING DIODE

LF LINEAR FOOT (FEET)

LM LUMEN

LPS LOW PRESSURE SODIUM

LRA LOCKED ROTOR AMPERAGE

LS LIFE SAFETY

LTG LIGHTING

LV LOW VOLTAGE

MAG MAGNETIC STARTER

MAN MANUAL STARTER

MATV MASTER ANTENNA TELEVISION SYSTEM

MAX MAXIMUM

MCA MINIMUM CIRCUIT AMPACITY

MCB MAIN CIRCUIT BREAKER

MCC MOTOR CONTROL CENTER

MDP MAIN DISTRIBUTION PANEL

MFAAP MASTER FIRE ALARM ANNUNCIATOR PANEL

MFG MANUFACTURER

MH MANHOLE

MIN MINIMUM

MOCP MAXIMUM OVERCURRENT PROTECTION

MLO MAIN LUG ONLY

MTD MOUNTED

MTG MOUNTING

MTS MANUAL TRANSFER SWITCH

MV MEDIUM VOLTAGE

N NEUTRAL

NA NOT APPLICABLE

NAC NOTIFICATION APPLIANCE CIRCUIT

NC NORMALLY CLOSED

NEC NATIONAL ELECTRICAL CODE

NFPA NATIONAL FIRE PROTECTION AGENCY

NFSS NON-FUSED SAFETY SWITCH

NIC NOT INCLUDED IN CONTRACT

NL NIGHT LIGHT

NO NORMALLY OPEN

NTS NOT TO SCALE

NU NEAR UNIT

OC ON CENTER

OD OUTSIDE DIAMETER

OL OVERLOAD

OS OPTIONAL STANDBY

OU ON UNIT

P POLE

PA PUBLIC ADDRESS

PB PANELBOARD, PULL BOX, OR PUSHBUTTON

PEC PHOTOELECTRIC CELL

PED PEDESTAL

PEND PENDANT

PF POWER FACTOR

PH PHASE

PL PILOT LIGHT

PNL PANEL

PP POWER PANEL

PVC POLYVINYL CHLORIDE (PLASTIC)

PW PRE-WIRED

PWR POWER

RC REMOTE CONTROL

RCP REFLECTED CEILING PLAN

REC RECESSED

RECPT RECEPTACLE

RFAAP REMOTE FIRE ALARM ANNUNCIATOR PANEL

RM ROOM

RMS ROOT MEAN SQUARE

REQD REQUIRED

SCC SHORT CIRCUIT CAPACITY

SES SERVICE ENTRANCE SECTION

SD SMOKE DETECTOR OR SMOKE DAMPER

SF SQUARE FOOT (FEET)

SPD SURGE PROTECTION DEVICE

SPEC SPECIFICATION

SPST SINGLE POLE, SINGLE THROW

SS SWITCH STATION

SW SWITCH

SWBD SWITCHBOARD

SWGR SWITCHGEAR

T TAMPERPROOF OR THERMOSTAT

TC TIMECLOCK

TO TIME OPERATED

TV TELEVISION

TVSS TRANSIENT VOLTAGE SURGE SUPPRESSION

TYP TYPICAL

UL UNDERWRITERS LABORATORY

UNV UNIVERSAL

UPS UNINTERRUPTIBLE POWER SUPPLY

V VOLT

VA VOLT AMPERE

VAC VOLT AMPERE CURRENT

VFD VARIABLE FREQUENCY DRIVE

W WATT OR WIRE

WAP WIRELESS ACCESS POINT

WF WATER-TIGHT FIXTURE

WH WATER HEATER

WP WEATHERPROOF

X- EXISTING

XC EXTRA CAPACITY

XFER TRANSFER

XFMR TRANSFORMER

Z ZONE

FIRE ALARM LEGEND

FIRE ALARM PULL STATION

FIRE ALARM HORN STROBE

FIRE ALARM STROBE

FIRE ALARM HEAT DETECTOR

FIRE ALARM SMOKE DETECTOR

FIRE ALARM DUCT DETECTOR

FIRE ALARM FLOW SWITCH

FIRE ALARM TAMPER SWITCH

FIRE ALARM DOOR HOLDER

FIRE ALARM BELL

FIRE ALARM CONTROL MODULE

FIRE ALARM MONITOR MODULE

FIRE ALARM HORN

AREA OF REFUGE CALL-IN STATION

FIRE ALARM SPEAKER STROBE - CEILING

FIRE ALARM SPEAKER STROBE

FIRE ALARM SPEAKER

FIRE ALARM HORN STROBE - CEILING

FIRE ALARM STROBE - CEILING

FIRE ALARM HORN - CEILING

FIRE ALARM SPEAKER - CEILING

FIRE ALARM ANNUNCIATOR PANEL

FIRE ALARM NAC PANEL

FIRE ALARM CONTROL PANEL

SMOKE BEAM DETECTOR

EMERGENCY PUSH BUTTON

CM

FACP

DH

FS

H

MM

NAC

S

S

S

S

S

TS

AOR

FAAP

S

FIRE ALARM CARBON MONOXIDE

DETECTOR

C

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NOTES, LEGEND AND ABBREVIATIONS

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