large airframe two-bay flight simulator definitive design ... · b copyright c 2013 burns and mc...

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APRIL 2013

DEFINITIVE SUBMITTAL SOLICITATION NO. (TO BE DETERMINED)CADD CODE:

COUNTYSTATE

FOR REVIEW ONLY

4/10/2013 11:46:33 AM

TWO-BAY FLIGHT SIMULATORDEFINITIVE DESIGN(PROJECT NO. AMC140001-2BFS)BASE X, CONUS

MB13EP12

BURNS & McDONNELL9400 WARD PARKWAYKANSAS CITY, MO 64114(816) 333-9400

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U.S. ARMY ENGINEER DISTRICTCORPS OF ENGINEERS

MOBILE, ALABAMA

NOT FOR CONSTRUCTIONDEFINITIVE DESIGN

4/15/2013 12:29:33 PM

KC-46A TWO-BAY FLIGHT SIMULATORDEFINITIVE DESIGN

BASE X, CONUS

4/17/2013

SHT.NO. ARCHITECTURAL

A-830 PARTITION TYPESA-831 PARTITION TYPES DETAILSA-840 TYPICAL PENETRATION DETAILSA-850 MISCELLANEOUS DETAILSA-851 MISCELLANEOUS DETAILSA-852 MISCELLANEOUS DETAILS

SHT.NO. ARCHITECTURAL

A-001 ARCHITECTURAL LEGEND/ABBREVIATION AND GENERAL NOTESA-101 LIFE SAFETY PLAN - FIRST FLOORA-102 LIFE SAFETY PLAN - SECOND FLOORA-111 FLOOR PLAN - FIRST FLOORA-112 FLOOR PLAN - SECOND FLOORA-121 REFLECTED CEILING PLAN - FIRST FLOORA-122 REFLECTED CEILING PLAN - SECOND FLOORA-130 ROOF PLANA-200 EXTERIOR BUILDING ELEVATIONSA-201 EXTERIOR BUILDING ELEVATIONSA-300 BUILDING SECTIONSA-301 BUILDING SECTIONSA-310 WALL SECTIONSA-400 ENLARGED BREAK ROOM / TOILET PLAN & ELEVATIONSA-401 ENLARGED TOILET PLAN & ELEVATIONSA-410 ENLARGED STAIR PLANS & SECTIONA-411 STAIR DETAILSA-420 ELEVATOR PLANS, SECTIONS & DETAILSA-600 ROOM FINISH SCHEDULEA-610 DOOR SCHEDULEA-611 DOOR DETAILSA-620 WINDOW SCHEDULEA-621 WINDOW DETAILSA-630 LOUVER SCHEDULE AND DETAILSA-631 LOUVER DETAILSA-701 FURNITURE PLAN - FIRST FLOORA-702 FURNITURE PLAN - SECOND FLOORA-711 SIGNAGE SCHEDULE & DETAILSA-800 PERSPECTIVESA-820 TYPICAL ACCESSIBILITY DETAILS

SHT.NO. CIVIL

CS100 CONCEPT SITE PLAN

SHT.NO. STRUCTURAL

S-001 GENERAL NOTESS-002 GENERAL NOTESS-003 LEGEND & ABBREVIATIONSS-004 STATEMENT OF SPECIAL INSPECTIONSS-005 SNOW DRIFT AND WIND ISO DIAGRAMS-006 STANDARD FOUNDATION DETAILSS-007 STANDARD CONCRETE DETAILSS-008 STANDARD SLAB ON GRADE DETAILSS-009 STANDARD STEEL DETAILSS-010 STANDARD JOIST DETAILSS-011 STANDARD ELEVATED DECK DETAILSS-012 STANDARD BRACING DETAILSS-013 STANDARD EXTERIOR STUD WALL DETAILSS-014 STANDARD MASONRY VENEER DETAILSS-015 TYPICAL ATFPS-100 FOUNDATION AND SLAB ON GRADE PLANS-101 SECOND FLOOR/LOW ROOF FRAMING PLANS-102 ROOF FRAMING PLANS-103 HIGH ROOF FRAMING PLANS-104 BRIDGE CRANE FRAMING PLANS-200 STEEL FRAMING ELEVATIONSS-201 STEEL FRAMING ELEVATIONSS-202 STEEL FRAMING ELEVATIONSS-203 STEEL FRAMING ELEVATIONSS-300 FOUNDATION DETAILSS-500 FRAMING DETAILS

SHT.NO. ELECTRICAL

E-001 ELECTRICAL SYMBOLS LEGEND - 1 OF 2E-002 ELECTRICAL SYMBOLS LEGEND - 2 OF 2E-101 ELECTRICAL POWER PLAN FIRST FLOORE-102 ELECTRICAL POWER PLAN SECOND FLOORE-111 ELECTRICAL LIGHTING PLAN FIRST FLOORE-112 ELECTRICAL LIGHTING PLAN SECOND FLOORE-501 ELECTRICAL DETAILSE-502 ELECTRICAL DETAILSE-503 ELECTRICAL DETAILSE-611 LIGHT FIXTURE SCHEDULEE-701 ELECTRICAL ONE-LINE DIAGRAMEY001 SECURITY LEGENDEY101 SECURITY PLAN FIRST FLOOREY102 SECURITY PLAN SECOND FLOOREY501 SECURITY DETAILSEY502 SECURITY DETAILSEY701 SECURITY RISERT-001 TELECOMMUNICATIONS LEGENDT-101 TELECOMMUNICATIONS PLAN FIRST FLOORT-102 TELECOMMUNICATIONS PLAN SECOND FLOORT-501 TELECOMMUNICATIONS DETAILST-502 TELECOMMUNICATIONS DETAILST-701 TELECOMMUNICATIONS SCHEDULE/RISER

SHT.NO. MECHANICAL

M-001 MECHANICAL LEGEND AND ABBREVIATIONSM-101 FIRST FLOOR MECHANICAL HVAC PLANM-102 SECOND FLOOR MECHANICAL HVAC PLANM-501 MECHANICAL DETAILSM-502 MECHANICAL DETAILSM-503 MECHANICAL DETAILSM-504 MECHANICAL DETAILSM-505 MECHANICAL DETAILSM-601 MECHANICAL SCHEDULESM-602 MECHANICAL SCHEDULESM-701 MECHANICAL CONTROL DIAGRAMSP-001 PLUMBING LEGEND AND ABBREVIATIONSP-102 FIRST FLOOR PLUMBING PLANP-103 SECOND FLOOR PLUMBING PLANP-401 FIRST FLOOR PLUMBING ENLARGED PLANP-402 SECOND FLOOR PLUMBING ENLARGED PLANP-501 PLUMBING DETAILSP-502 PLUMBING DETAILSP-601 PLUMBING SCHEDULESP-901 DOMESTIC WATER RISER DIAGRAMSP-902 WASTE & VENT RISER DIAGRAM

SHT.NO. FIRE PROTECTION

FA-001 FIRE ALARM SYMBOLS, LEGEND AND ABBREVIATIONSFA-101 FIRE ALARM AND MASS NOTIFICATION - FIRST FLOORFA-102 FIRE ALARM AND MASS NOTIFICATION - SECOND FLOORFA-501 FIRE ALARM DETAILSFA-601 FIRE ALARM AND MASS NOTIFICATION RISERFA-602 FIRE ALARM MATRIXFP-001 FIRE SUPPRESSION RISERS, NOTES AND SYMBOLSFP-101 FIRE SUPPRESSION - FIRST FLOORFP-102 FIRE SUPPRESSION - SECOND FLOOR

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NUMBER:

COPYRIGHT © 2013 BURNS AND MCDONNELL ENGINEERING COMPANY, INC.

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1. CONCEPTUAL SITE PLAN BASED UPON ATFP REQUIREMENTS

DESCRIBED IN UFC 4-010-01 (FEB 2012).

A. SITE ATFP SETBACK IS BASED UPON A INHABITED GATHERING

FACILITY WITH METAL STUDS/BRICK VENEER NON LOAD

BEARING WALLS.

B. ALL SCREEN WALLS OR FENCING IN MECHANICAL EQUIPMENT

YARDS AND TRASH ENCLOSURES SHALL BE REVIEWED AND

COORDINATED WITH BASE STANDARDS UPON SITE SELECTION.

2. CONCEPTUAL DOES NOT INCLUDE STORM WATER DETENTION. THIS

SHALL BE REVIEWED AND COORDINATED UPON SITE SELECTION.

3. IMAGINARY SURFACE DISTANCE BASED ON A 60' TALL BUILDING

HEIGHT AT 7:1 SLOPE RATIO. 1000' FROM CLASS B RUNWAY

CENTERLINE PER UFC 3-260-01, TRANSVERSE SECTION: FIGURE 3-15

(NOV 2008).

4. FIRE STANDOFF OF EXISTING BUILDING ADJACENT TO THE SITE MUST

BE EVALUATED AS PART OF THE SITE SELECTION PER UFC 3-600-01

(SEPT 2006). BASE AHJ SHALL DETERMINE FINAL FIRE SETBACKS AND

CLEARANCES.

5. SECURITY FENCE LIMITS AND REQUIREMENTS SHALL BE BY BASE

SECURITY FORCES.

6. APPROXIMATE 2.4 ACRE SITE FOOTPRINT.

7. PAVEMENT SHOWN AS PORTLAND CEMENT CONCRETE FOR ALL

PARKING LOTS AND ROADWAYS FOR HEAT ISLAND EFFECTS PER

UFC 1-200-02 (MARCH 2013). FINAL PAVEMENT TYPE SHALL BE

COORDINATED UPON SITE SELECTION.

8. PROVIDE EXTERIOR LED LIGHTING FOR ALL FACILITY PARKING AND

VEHICLE AREAS IN ACCORDANCE WITH UFC 3-530-01, AFETL 12-15

AND SECTION 26 56 00. EXTERIOR LIGHTING POWER DENSITIES

SHALL BE AT LEAST 30% LESS THAN REQUIRED BY ASHRAE 90.1

(PER EPACT 2005). EXTERIOR LIGHTS SHALL BE 277 VOLTS AND

POWERED FROM A PANELBOARD INSIDE THE FIRST FLOOR MAIN

ELECTRICAL ROOM. EXTERIOR LIGHTING CIRCUITS SHALL BE

PHOTOCELL CONTROLLED VIA THE BUILDING RELAY CONTROL

PANEL. PROVIDE 2-INCH MINIMUM PVC CONDUIT BURIED 18-INCHES

BELOW GRADE FOR EXTERIOR LIGHTING CIRCUITS.

9. BOLLARDS AND BARRIERS SHALL MEET REQUIREMENTS DESCRIBED

IN UFC 4-010-01 (FEB 2012).

10. ALL PARKING SHALL MEET REQUIREMENTS DESCRIBED IN

MIL-HDBK-1190, TABLE 3.1 (SEPT 1987).

11. SEE DESIGN ANALYSIS FOR ADDITIONAL DETAILS.

1420' ± TO RUNWAY

CENTERLINE

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75' ATFP SETBACK

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REMOVABLE BOLLARDS MAY BE REPLACED WITH A VEHICLE

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FORCES, BASE CE, BASE FIRE DEPARTMENT PREFERENCE).

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SEE NOTE 7

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GENERAL NOTES:1. GENERAL:

A. THESE NOTES, AND OTHER DRAWING NOTES CONTAINED WITHIN, ARE PROVIDEDTO MEET SPECIFIC REQUIREMENTS AND TO SUPPLEMENT THE CONTRACTSPECIFICATIONS. THESE NOTES NEITHER REPLACE NOR OVERRIDE THEPROVISIONS AND REQUIREMENTS OF THE CONTRACT SPECIFICATIONS.

B. CONTRACTOR SHALL COORDINATE ALL STRUCTURAL WORK WITH WORK SHOWNON ALL OTHER DRAWINGS.

C. CONTRACTOR SHALL VERIFY ALL DIMENSIONS OF EXISTING CONSTRUCTION ANDREPORT ANY DISCREPANCIES FROM THE CONTRACT DRAWINGSTO THE CONTRACTING OFFICER PRIOR TO COMMENCINGWITH WORK. SCALING OF WORKING DIMENSIONS FROM THE STRUCTURALDRAWINGS IS PROHIBITED.

D. CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHEDSTRUCTURE. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MEANS AND METHODSOF CONSTRUCTION INCLUDING, BUT NOT LIMITED TO, SHORING AND TEMPORARYBRACING. CONTRACTOR SHALL UNDERTAKE ALL NECESSARY MEASURES TO ENSURESAFETY OF ALL PERSONS AND STRUCTURES AT THE SITE AND ADJACENT TO THE SITE.VISITS TO THE SITE BY THE CONTRACTING OFFICER OR THE ENGINEER SHALL NOTRELIEVE THE CONTRACTOR OF SUCH RESPONSIBILITY.

E. IF CERTAIN FEATURES ARE NOT FULLY SHOWN OR CALLED FOR ON THE CONTRACTDRAWINGS OR SPECIFICATIONS, THEIR CONSTRUCTION SHALL BE OF THE SAMECHARACTER AS FOR SIMILAR CONDITIONS THAT ARE SHOWN OR CALLED FOR, WITHTHE APPROVAL OF THE CONTRACTING OFFICER. WHERE SECTIONS VARY,CONTRACTOR SHALL PROVIDE FOR SMOOTH TRANSITIONS BETWEEN THEM, UNLESSNOTED OTHERWISE.

F. ALL PRODUCTS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS'WRITTEN INSTRUCTIONS AND RECOMMENDATIONS, UNLESS NOTED OTHERWISE.

G. ELEVATION 100'-0" CORRESPONDS TO MSL ELEVATION PER CIVIL DRAWINGS.

2. DESIGN STANDARDSA. PRINCIPAL CODE OF RECORD: INTERNATIONAL BUILDING CODE 2009 AS MODIFIED

BY UFC 1-200-01 AND UFC 3-301-01.B. ASCE 7, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, 2005.C. ACI 318, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, 2008.D. ACI 530/ASCE 5/TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY

STRUCTURES, 2008.E. AISC STEEL CONSTRUCTION MANUAL, 13th EDITION, 2005.F. AISI COLD-FORMED STEEL DESIGN MANUAL, 2007.

E. CRANE LOADS1. 2-TON TOP RUNNING BRIDGE CRANE AT SIMULATOR BAYS2. 1-TON TOP RUNNING BRIDGE CRANE AT BOOM TRAINER BAYS

F. SNOW LOAD1. GROUND SNOW LOAD: 25 PSF.2. SLOPED-ROOF SNOW LOAD: 20 PSF.3. EXPOSURE FACTOR: 0.9.4. IMPORTANCE FACTOR: 1.0.5. THERMAL FACTOR: 1.0.

G. WIND LOAD1. BASIC WIND SPEED: 90 MPH.2. IMPORTANCE FACTOR: 1.0.3. EXPOSURE CATEGORY: C.4. BUILDING CONDITION: ENCLOSED.5. TOPOGRAPHIC FACTOR: 1.0.6. DESIGN PRESSURES FOR COMPONENTS AND CLADDING OF ROOF ARE INDICATED

ON DRAWING S-005.H. SEISMIC LOAD

1. MAXIMUM CONSIDERED EARTHQUAKE SPECTRAL RESPONSE ACCELERATIONS Ss = .140, S1 = .050.2. DESIGN EARTHQUAKE SPECTRAL RESPONSE ACCELERATIONS Sds = .094, Sd1 = .034.3. IMPORTANCE FACTOR: 1.0.4. SITE CLASS: C.5. SEISMIC DESIGN CATEGORY: A.6. BASIC SEISMIC FORCE RESISTING SYSTEM: STEEL SYSTEMS NOT SPECIFICALLY DETAILED

FOR SEISMIC RESISTANCE.7. RESPONSE MODIFICATION FACTOR: R = 3.8. ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE.

5. GEOTECHNICAL INFORMATIONA. SOURCE: ESTIMATED.B. SITE PREPARATION

1. EXCAVATION, FILL, AND BACKFILL SHALL BE IN ACCORDANCE WITH THE CONTRACTDRAWINGS AND SPECIFICATIONS, DIVISION 31.

2. CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER WHEN LOOSEOR SOFT SOILS ARE EXPOSED WHERE SLABS, MATS, OR FOOTINGS ARE TO BE PLACEDSO THAT A DETERMINATION MAY BE MADE REGARDING IMPROVEMENT OF THISPOTENTIALLY UNDESIRABLE CONDITION.

C. SOIL CHARACTERISTICS1. UNIT WEIGHT: 120 PCF.2. WATER TABLE DEPTH: 20 FT.

D. LATERAL EARTH PRESSURE1. AT-REST CONDITION, Ko: 65 PCF, EQUIVALENT FLUID.2. ACTIVE CONDITION, Ka: 50 PCF, EQUIVALENT FLUID.3. PASSIVE CONDITION, Kp: 200 PCF, EQUIVALENT FLUID.

E. SLAB, MAT, AND FOOTING DESIGN PARAMETERS1. MODULUS OF SUBGRADE REACTION: 100 PCI.2. ALLOWABLE BEARING CAPACITIES

a. GRAVITY LOADS: 2000 PSF.b. TRANSIENT LOADS: 2500 PSF.

3. FROST DEPTH: 38".4. CONCRETE-SOIL COEFFICIENT OF FRICTION: .35.5. MINIMUM STABILITY FACTORS OF SAFETY

a. OVERTURNING: 1.5.b. UPLIFT: 1.5.c. SLIDING: 1.5.

3. FORMWORKa. CONTRACTOR SHALL BE RESPONSIBLE FOR DESIGN, ENGINEERING, STRUCTURAL

ADEQUACY, AND CONSTRUCTION OF ALL CONCRETE FORMWORK IN ACCORDANCEWITH THE CONTRACT SPECIFICATIONS.

b. COORDINATE ALL CONCRETE WORK WITH THE PLACEMENT OF PIPING, INSERTS,FLOOR DRAINS, AND OTHER EMBEDDED ITEMS INDICATED ON THE CONTRACTDRAWINGS OR IN THE CONTRACT SPECIFICATIONS.

c. ALL NEW OR EXISTING PIPING OR UTILITIES PASSING THROUGH NEW CONCRETESHALL BE SLEEVED 1/2" CLEAR ALL AROUND, UNLESS NOTED OTHERWISE.(SEE OTHER DISCIPLINE DRAWINGS FOR SLEEVE DETAILS. CONTRACTOR SHALLPROVIDE MEASURES TO ENSURE THAT SLEEVES REMAIN FREE OF DEBRIS AND WATERDURING CONSTRUCTION.)

d. PROVIDE 3/4" CHAMFER STRIPS ON ALL EDGES OF EXPOSED CONCRETE, UNLESSNOTED OTHERWISE.

e. WITH THE EXPLICIT PRIOR APPROVAL IN WRITING OF THE CONTRACTING OFFICER,COLUMN AND WALL FOOTINGS MAY BE EARTH-FORMED USING UNDISTURBEDNATIVE SOIL. PROVIDE A MINIMUM EXCAVATION WIDTH 4" GREATER THANINDICATED, AND A DEPTH 2" GREATER THAN INDICATED.

4. REINFORCING STEELa. BARS: ASTM A615 GRADE 60.b. WELDED WIRE FABRIC: ASTM A185.c. ALL CONCRETE SHALL BE REINFORCED UNLESS SPECIFICALLY MARKED "NOT

REINFORCED" OR "UNREINFORCED".d. CONTRACTOR SHALL DETAIL AND PLACE ALL REINFORCEMENT IN ACCORDANCE WITH

ACI SP-66, ACI 301, ACI 318, AND CRSI MANUAL OF STANDARD PRACTICE.e. MINIMUM CONCRETE CLEAR COVER OVER REINFORCEMENT SHALL BE AS FOLLOWS,

UNLESS NOTED OTHERWISE:(1) CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3".(2) CONCRETE EXPOSED TO EARTH OR WEATHER: #6 THROUGH #11 BARS - 2"; #5

AND SMALLER BARS, WELDED WIRE FABRIC - 1 1/2".(3) CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH THE GROUND:

SLABS AND WALLS - 3/4"; BEAMS AND COLUMNS, PRIMARY REINFORCEMENT, TIES,STIRRUPS, SPIRALS - 1 1/2".

f. EMBEDMENT AND LAP SPLICE LENGTHS FOR ALL REINFORCING STEEL BARS SHALLCONFORM TO THE FOLLOWING PROVISIONS, UNLESS NOTED OTHERWISE.(1) MINIMUM STRAIGHT EMBEDMENT LENGTHS:

(a) #3 - 11" #6 - 22" #9 - 41"(b) #4 - 15" #7 - 32" #10 - 46"(c) #5 - 18" #8 - 36" #11 - 51"

(2) MINIMUM LAP SPLICE LENGTHS:(a) #3 - 14" #6 - 28" #9 - 53"(b) #4 - 19" #7 - 41" #10 - 59"(c) #5 - 24" #8 - 47" #11 - 66"

(3) MINIMUM HOOK EMBEDMENT LENGTHS:(a) #3 - 8" #6 - 15" #9 - 22"(b) #4 - 10" #7 - 17" #10 - 25"(c) #5 - 12" #8 - 19" #11 - 27"

(4) HORIZONTAL BARS HAVING MORE THAN 12" OF CONCRETE PLACED BELOW THEMSHALL BE CONSIDERED TOP REINFORCEMENT AND SHALL HAVE MINIMUM STRAIGHTEMBEDMENT AND LAP SPLICE LENGTHS INCREASED BY NOT LESS THAN 30% OVERTHOSE GIVEN ABOVE.

(5) HOOK EMBEDMENT IS THE MINIMUM STRAIGHT LINE DISTANCE FROM THE CRITICALSECTION OF THE BAR TO THE FARTHEST EDGE OF THE HOOK.

(6) EPOXY GROUT: CONFORM TO ASTM C881, TYPE IV, GRADE 3, EXCEPT GEL TIMES.PROVIDE MINIMUM EMBEDMENT LENGTH REQUIRED TO DEVELOP ULTIMATE STRENGTHOF BAR.

g. PROVIDE ADDITIONAL REINFORCEMENT AT ALL OPENINGS AND CORNER BARS AT ALLINTERSECTING GRADE BEAMS, WALLS, AND CURBS IN ACCORDANCE WITH THE STANDARDDETAILS ON DRAWING S-007 AND S-008, UNLESS NOTED OTHERWISE.

3. SPECIAL INSPECTIONS: SEE STATEMENT OF SPECIAL INSPECTIONS ON DRAWING S-004.4. DESIGN LOADS

A. OCCUPANCY CLASSIFICATION : CATEGORY III PER UFC 3-301-01.B. ESTIMATED COLLATERAL LOADS

1. CEILINGS: 3 PSF.2. DUCTWORK: 4PSF.3. FIRE PROTECTION PIPING: 3PSF.4. LIGHTING AND ELECTRICAL: 2PSF.

C. LIVE LOADS1. FLOOR LIVE LOAD

a. UNIFORM: 100PSF.b. CONCENTRATED, NON-CONCURRENT WITH UNIFORM LOAD

(1) STANDARD ACCESS FLOOR: 1,500 LBS.2. ROOF LIVE LOAD

a. UNIFORM, ELSEWHERE: 20 PSF.b. CONCENTRADED, CONCURRENT WITH UNIFORM LOAD: 300 LBS AT ANY POINT.

3. FLOOR AND ROOF LIVE LOAD REDUCTION IS PERMITTED IN ACCORDANCE WITHIBC AND ASCE 7.

D. EQUIPMENT LOADS1. AS INDICATED FOR EQUIPMENT WEIGHING IN EXCESS OF 250 LBS. FRAMING AND

FOUNDATIONS ARE DESIGNED FOR EQUIPMENT WHICH SATISFIES THE CONTRACTSPECIFICATIONS.

2. IF EQUIPMENT FURNISHED IS HEAVIER THAN THE WEIGHTS INDICATED, ORREQUIRES STRUCTURAL CHANGES FOR ANY OTHER REASON, CONTRACTOR SHALLPROVIDE ENGINEERING DESIGN CALCULATIONS AND ADDITIONAL STRUCTURALWORK NECESSARY TO SUPPORT ALL LOADS IN ACCORDANCE WITH THE DESIGNSTANDARDS SPECIFIED ABOVE, AT NO ADDITIONAL COST TO THE GOVERNMENTAND WITH NO INCREASE IN CONTRACT TIME.

6. MATERIALS: SEE THE CONTRACT SPECIFICATIONS FOR COMPLETE REQUIREMENTSAND COMPLY WITH ALL APPLICABLE OSHA REGULATIONSA. REINFORCED CONCRETE: SECTIONS 03 11 13.00 10, 03 15 00.00 10, 03 20 00.00 10, AND 03 30 00.00 10

1. REINFORCED CONCRETE SHALL BE PREPARED AND PLACED INACCORDANCE WITH ACI MANUAL OF CONCRETE PRACTICE.

2. CONCRETEa. UNLESS NOTED OTHERWISE: MINIMUM 28-DAY COMPRESSIVE STRENGTH

f'c = 4000 PSI, NORMAL WEIGHT.

6. MATERIALS: (CONT)5. JOINTS

a. LOCATE ALL CONSTRUCTION, CONTRACTION, ISOLATION, EXPANSION, AND OTHER JOINTSAS INDICATED OR SPECIFIED, OR OTHERWISE APPROVED BY THE CONTRACTING OFFICER.

b. SURFACES OF ALL HORIZONTAL AND VERTICAL CONSTRUCTION JOINTS SHALL BE CLEANEDOF LAITANCE AND SHALL EXPOSE CLEAN COARSE AGGREGATE SOLIDLY EMBEDDED INMORTAR MIX. JUST PRIOR TO DEPOSITING CONCRETE, SURFACE OF CONSTRUCTION JOINTSHALL BE THOROUGHLY CLEANED AND WETTED.

c. THESE PROVISIONS SHALL ALSO APPLY WHEN NEW CONCRETE IS PLACED AGAINST EXISTINGCONCRETE. IN ADDITION, EXISTING CONCRETE SURFACE SHALL BE ADEQUATELY PREPAREDBY APPLICATION OF A BONDING AGENT.

d. PROVIDE WATERSTOPS AT CONCRETE JOINTS WHERE INDICATED ON THE CONTRACT DRAWINGS.

DEFINITIVE DESIGN NOTES:THE DEFINITIVE STRUCTURAL DRAWINGS ARE BASED ON THE CODES, LOADINGS,GEOTECHNICAL PROPERTIES AND SYSTEMS, AND MATERIAL PROPERTIES ANDSPECIFICATIONS AS NOTED IN THE GENERAL NOTES ABOVE. THE DESIGN WILLNEED TO BE ADAPTED TO THE APPROPRIATE CODES, LOADINGS, GEOTECHNICALPARAMETER, AND MATERIAL PROPERTIES FOR THE SITE SPECIFIC LOCATION.

B. PRECAST CONCRETE: SECTIONS 03 45 001. PRECAST CONCRETE, CONNECTIONS, AND ACCESSORIES SHALL BE DESIGNED, DETAILED,

FABRICATED, AND ERECTED IN ACCORDANCE WITH PCI HANDBOOKS AND MANUALS.2. CONCRETE

a. UNLESS NOTED OTHERWISE: MINIMUM 28-DAY COMPRESSIVE STRENGTH f'c = 5000 PSI,NORMAL WEIGHT.

3. REINFORCING STEEL: COMPLY WITH REQUIREMENTS FOR REINFORCEDCONCRETE GIVEN ABOVE.

C. REINFORCED MASONRY: SECTION 04 20 00 AND 04 21 13.131. REINFORCED MASONRY SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI/ASCE/TMS CODE

AND SPECIFICATION.2. MASONRY

a. UNITS: ASTM C90 TYPE I, MINIMUM NET AREA COMPRESSIVE STRENGTH = 1900 PSI.b. MORTAR: ASTM C270, TYPE S.c. MINIMUM SPECIFIED COMPRESSIVE STRENGTH: f'm = 1500 PSI.

3. REINFORCING STEELa. BARS: ASTM A615 GRADE 60.b. MINIMUM CLEAR DISTANCE TO ANY FACE OF MASONRY UNIT OR FORMED SURFACE: 1/2".c. MINIMUM LAP SPLICE LENGTH: 48 BAR DIAMETERS.

4. GROUTa. PROPERTIES: COARSE GROUT PER ASTM C476, MINIMUM COMPRESSIVE STRENGTH =

2000 PSI, SLUMP = 8" TO 11".b. FULLY GROUT ALL CELLS CONTAINING REINFORCING STEEL AND ALL CELLS LOCATED

BELOW GRADE. PROVIDE MASONRY UNITS WITH MINIMUM SPACE INCELLS TO RECEIVE GROUT OF 3" x 3" AND ALIGN THESE CELLS TO PROVIDEUNOBSTRUCTED OPENINGS.

c. PLACE GROUT WITHIN 1 1/2 HOURS AFTER ADDING MIX-DESIGNED WATER AND PRIOR TOINITIAL SET. GROUT CONTINUOUSLY BETWEEN CONTROL JOINTS USING POUR HEIGHTSNOT EXCEEDING 12 FT AND LIFTS NOT EXCEEDING 5 FT, WITH NO INTERRUPTIONSEXCEEDING 1 HOUR.

d. CONSOLIDATE GROUT IN ASSEMBLED WALLS BY MECHANICAL VIBRATION AT THE TIMEOF PLACEMENT. RECONSOLIDATE GROUT BY MECHANICAL VIBRATION AFTER INITIALWATER LOSS AND SETTLEMENT HAS OCCURRED.

5. VERTICAL REINFORCEMENT, UNLESS NOTED OTHERWISEa. PROVIDE 1-#5 VERTICAL AT A MAXIMUM SPACING OF 48".b. PROVIDE ADDITIONAL VERTICAL REINFORCEMENT AT EACH SIDE OF CONTROL JOINTS,

AT INTERSECTIONS OF WALLS, AND AT EACH SIDE OF ANY MASONRY OPENING GREATERTHAN 10" IN WIDTH.

c. ALL VERTICAL REINFORCEMENT SHALL BE CONTINUOUS FOR FULL HEIGHT OF WALL,EXCEPT WHERE A BAR IS INTERRUPTED BY A STEEL MEMBER, PROVIDE SAME SIZE BARON EACH SIDE OF OPENING WITH LAP SPLICES ABOVE AND BELOW.

d. PROVIDE FOUNDATION DOWEL OF THE SAME SIZE FOR EACH VERTICAL REINFORCINGBAR. DOWELS SHALL BE CAST INTO SUPPORTING CONCRETE. LENGTHOF DOWEL EXTENDING INTO WALL SHALL BE A MINIMUM OF 2" GREATER THAN LAPSPLICE LENGTH SPECIFIED ABOVE.

6. HORIZONTAL JOINT REINFORCEMENTa. PROVIDE LADDER TYPE AT EVERY OTHER COURSE OR AT A MAXIMUM SPACING OF 16".b. BEGIN AT TOP OF FIRST BLOCK COURSE.

7. BOND BEAMS, UNLESS NOTED OTHERWISEa. CONSTRUCT USING 2-#4 HORIZONTAL.b. PROVIDE CONTINUOUSLY AT BOTTOM COURSE OF WALL, WITHIN 16" OF TOP OF WALL,

AT EACH BEARING ELEVATION OF STEEL MEMBERS SUPPORTED BY WALL, AT OTHERLOCATIONS INDICATED, AND AT A MAXIMUM SPACING OF 48".

c. PROVIDE BELOW ALL MASONRY OPENINGS AND EXTEND A MINIMUM OF 24" BEYONDEACH SIDE OF OPENING.

8. VERTICAL CONTROL JOINTS, UNLESS NOTED OTHERWISEa. LOCATE AT CHANGES IN WALL HEIGHT OR THICKNESS, AT A MAXIMUM SPACING OF

24 FT OR 3 TIMES THE WALL HEIGHT, WHICHEVER IS LESS, AND AT APPROXIMATELY 1/2THE MAXIMUM SPACING FROM WALL INTERSECTIONS. DO NOT LOCATE AT WALLOPENINGS OR IN ELEVATOR SHAFTS.

b. USE PREMOLDED CONTROL JOINT KEY INSERTS WITH SASH BLOCKS. USE CORRUGATEDMETAL SEPARATORS AT BOND BEAM LOCATIONS.

c. DISCONTINUE ALL HORIZONTAL REINFORCEMENT AT VERTICAL CONTROL JOINTS.

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D. STRUCTURAL AND MISCELLANEOUS STEEL: SECTIONS 05 12 00 AND 05 50 131. STRUCTURAL AND MISCELLANEOUS STEEL SHALL BE FABRICATED AND ERECTED IN

ACCORDANCE WITH AISC STEEL CONSTRUCTION MANUAL, 13th EDITION.2. TEMPORARY ERECTION BRACING SHALL BE DESIGNED AND PROVIDED BY THE CONTRACTOR

AS REQUIRED AND SHALL NOT BE REMOVED UNTIL ALL PERMANENT LATERAL-LOAD-RESISTINGELEMENTS AND CONNECTIONS ARE COMPLETELY INSTALLED.

3. WIDE FLANGE SHAPES AND TEES: ASTM A992, Fy = 50 KSI.4. OTHER SHAPES, PLATES, AND THREADED RODS

a. ASTM A36, Fy = 36 KSI, UNLESS NOTED OTHERWISE.b. ASTM A572 GRADE 50, Fy = 50 KSI, WHERE INDICATED AS "(50)".

5. SQUARE AND RECTANGULAR HOLLOW STRUCTURAL SECTIONS: ASTM A500 GRADEB, Fy = 46 KSI.

6. ROUND HOLLOW STRUCTURAL SECTIONS: ASTM A500 GRADE B, Fy = 42 KSI.7. PIPE: ASTM A53 TYPE E OR S, GRADE B, Fy = 35 KSI.8. BOLTS

a. 3/4" DIAMETER ASTM A325, UNLESS NOTED OTHERWISE.b. FRAMING CONNECTIONS: SLIP CRITICAL JOINTS WITH STANDARD HOLES,

UNLESS NOTED OTHERWISE.c. BRACING CONNECTIONS: SNUG-TIGHTENED JOINTS WITH STANDARD HOLES, UNLESS

NOTED OTHERWISE.d. SLIP-CRITICAL JOINTS SHALL HAVE CLASS A FAYING SURFACES WITH SLIP

CHECKED AT THE FACTORED LOAD LEVEL.e. ON ONE SIDE OF EACH DOUBLE CONNECTION OF BEAMS TO A COLUMN WEB OR A

GIRDER WEB DIRECTLY OVER A COLUMN, PROVIDE A TEMPORARY SEAT ANGLEATTACHED TO COLUMN OR GIRDER WEB AND TO BOTTOM FLANGE OF BEAM. MINIMUMSEAT CONNECTION SHALL BE L4x3x3/8 LLH WITH TWO 3/4" DIAMETER A307 OR A325-STBOLTS EACH LEG. SINGLE AND DOUBLE STAGGERED CONNECTIONS ARE PROHIBITEDWITHOUT THE EXPLICIT PRIOR APPROVAL IN WRITING OF THE STRUCTURAL ENGINEER OFRECORD.

9. WELDING: IN ACCORDANCE WITH AWS D1.1 USING E70 ELECTRODE WITH LOW HYDROGEN.10. ALL DOUBLE ANGLE MEMBERS SHALL HAVE SPACER PLATES TO COMPLY WITH AISC

PARAGRAPH E4.a. THICKNESS: TO MATCH END GUSSET PLATES.b. MINIMUM ATTACHMENT: CONNECT TO HEEL AND TOE OF EACH ANGLE USING 3/16" x 1"

LONG FILLET WELDS.11. HEADED STUDS

a. COLD-FINISHED STEEL CONFORMING TO ASTM A108, GRADE 1015 OR 1020.b. ALL STUDS LOCATED SO AS TO OBSTRUCT WALKING SURFACES OF BEAMS OR JOISTS

SHALL BE FIELD INSTALLED.12. ANCHOR BOLTS

a. ASTM F1554 GRADE 36 UNLESS SPECIFICALLY NOTED AS GRADE 55.b. LOCATE ANCHOR BOLTS ACCURATELY, SET WITH TEMPLATES, AND SECURELY HOLD IN

POSITION WHILE PLACINGCONCRETE. PROTECT IN-PLACE ANCHOR BOLTS FROM CONSTRUCTION ACTIVITY.

c. THE FOLLOWING ARE PROHIBITED WITHOUT THE EXPLICIT PRIOR APPROVAL IN WRITINGOF THE STRUCTURAL ENGINEER OF RECORD:(1) INSERTING ANCHOR BOLTS INTO FRESH OR PARTIALLY HARDENED CONCRETE.(2) SUBSTITUTING POST-INSTALLED ANCHORS WHERE EMBEDDED ANCHOR BOLTS

ARE INDICATED.(3) REPAIRING, REPLACING, OR MODIFYING INSTALLED ANCHOR BOLTS.

13. POST-INSTALLED ANCHORSa. CONCRETE ANCHORS: CARBON STEEL MANUALLY EXPANDED WEDGE

TYPE, UNLESS NOTED OTHERWISE.b. ADHESIVE ANCHORS: ASTM A36 CARBON STEEL THREADED ROD WITH VINYL URETHANE

METHACRYLATE RESIN ADHESIVE, UNLESS NOTED OTHERWISE.c. MASONRY ANCHORS: ASTM A36 CARBON STEEL THREADED ROD WITH CYLINDRICAL

WIRE MESH SCREEN TUBE AND INJECTABLE HYBRID ADHESIVE, UNLESS NOTED OTHERWISE.14. GROUT: CEMENTITIOUS NONSHRINK.

E. STEEL JOISTS: SECTION 05 12 001. STEEL JOISTS, BRIDGING, AND ACCESSORIES SHALL BE DESIGNED, FABRICATED,

AND ERECTED IN ACCORDANCE WITH SJI SPECIFICATIONS.2. JOISTS CALLED OUT ON THE CONTRACT DRAWINGS ARE SIZED FOR EQUIVALENT

UNIFORM GRAVITY LOADS ONLY. SUPPLIER SHALL FURTHER DESIGN AND MODIFYJOISTS AS REQUIRED FOR ALL ADDITIONAL DISTRIBUTED AND CONCENTRATEDDEAD, LIVE, WIND INCLUDING UPLIFT, SNOW INCLUDING DRIFT, AND OTHER LOADSINDICATED ON THE CONTRACT DRAWINGS OR OTHERWISE PROVIDED BYEQUIPMENT VENDORS.

3. ALL JOISTS SHALL BE CAPABLE OF SUPPORTING A 300 LB CONCENTRATED LOADAT ANY POINT ALONG THE TOP OR BOTTOM CHORD IN ADDITION TO ALL OTHERLOADS INDICATED OR SPECIFIED.

4. JOISTS SHALL BE ATTACHED TO SUPPORTING STRUCTURAL MEMBERS OR BEARINGPLATES USING A MINIMUM 3/16" x 1 1/2" LONG FIELD FILLET WELD OR1/2" DIAMETER ASTM A325-ST BOLT ON EACH SIDE OF THE JOIST SEAT, UNLESSNOTED OTHERWISE. BOLTS SHALL BE USED FOR ALL NON-PANELIZED JOISTS OF40 FT OR GREATER SPAN.

5. JOISTS SUPPORTING STEEL DECK SHALL BE INSTALLED TO PROVIDE A FLAT PLANEFOR DECK ATTACHMENT. JOIST MODIFICATIONS AND SHIMS SHALL BE PROVIDED ASREQUIRED.

6. THE FOLLOWING ARE PROHIBITED WITHOUT THE EXPLICIT PRIOR APPROVAL IN WRITINGOF THE STRUCTURAL ENGINEER OF RECORD:a. CHANGE OF JOIST DEPTH FROM THAT INDICATED.b. USE OF BOLTS LARGER THAN 1/2" DIAMETER FOR JOIST ATTACHMENT.c. ANY MODIFICATION OF JOISTS NOT DISCUSSED ABOVE.

F. STEEL DECK: SECTIONS 05 30 001. STEEL DECK, ATTACHMENTS, AND ACCESSORIES SHALL BE DESIGNED, FABRICATED,

AND INSTALLED IN ACCORDANCE WITH SDI MANUALS AND AISI COLD-FORMED STEELDESIGN MANUAL.

2. ROOF DECKa. 1 1/2", 20 GAGE, WIDE DEEP RIB WITH

Fy = 33 KSI, Imin = .212 IN^4/FT, Smin = .234 IN^3/FT, GALVANIZED G903. COMPOSITE FORM DECK

a. 3", 20 GAGE, WITH Fy = 33 KSI, Imin = .937 IN^4/FT,Smin = .553 IN^3/FT, GALVANIZED G90.

4. ALL STEEL DECK AND DECK ATTACHMENTS SHALL BE CAPABLE OF RESISTING THE WINDUPLIFT LOADS INDICATED ON THE CONTRACT DRAWINGS AND A SERVICEDIAPHRAGM SHEAR OF 350 PLF.

5. ALL STEEL DECK SHALL CROSS A MINIMUM OF TWO SPANS. MINIMUM LENGTH OF ENDLAPS AND BEARING AT ALL SUPPORTS SHALL BE 2".

6. ALL STEEL DECK SHALL BE SUPPORTED AT EDGES OF OPENINGS AND AROUNDCOLUMNS. ADDITIONAL SUPPORT STEEL SHALL BE PROVIDED BY CONTRACTOR ASREQUIRED AND FABRICATED SO THAT DECK RUNS CONTINOUSLY OVER MINOROPENINGS, WHICH SHALL NOT BE CUT UNTIL NEEDED BY OTHER TRADES.

7. MINIMUM STEEL DECK ATTACHMENT SHALL BE AS FOLLOWS:a. DECK SHALL BE FASTENED AT EACH END AND AT INTERMEDIATE SUPPORTS

BY 5/8" DIAMETER PUDDLE WELDS OR #12 SCREWS, 6/36 PATTERN.b. SIDE LAP CONNECTIONS SHALL BE MADE AT SEAMS USING 5/8" DIAMETER

PUDDLE WELDS OR #10 SCREWS, 2 PER SPAN.c. CONNECTIONS ALONG SIDE BOUNDARIES, RIDGE PLATES, AND ROOF SUB

FRAMING SHALL BE MADE AT 12" ON CENTER MAXIMUM.d. PNEUMATIC FASTENERS AND/OR SCREWS SHALL NOT BE SUBSTITUTED WHERE

WELDS ARE SPECIFIED, BUT MAY BE USED IN TEMPORARY ATTACHMENT OFSTEEL DECK.

G. COLD-FORMED STEEL FRAMING: SECTION 05 40 001. COLD-FORMED STEEL FRAMING SHALL BE DESIGNED, FABRICATED, AND ERECTED IN

ACCORDANCE WITH AISI COLD-FORMED STEEL DESIGN MANUAL AND SSMA OR LGSIPUBLICATIONS AS APPLICABLE.

2. SHAPE DESIGNATIONSa. STUDS, JOISTS, TRACK, CHANNELS, AND FURRING CHANNELS: PER SSMA

PRODUCT TECHNICAL INFORMATION, INDICATING MEMBER DEPTH, STYLE,FLANGE WIDTH, AND MATERIAL THICKNESS.

b. PURLINS, GIRTS, EAVE STRUTS, AND OTHER MEMBERS: PER LGSI LIGHT GAGESTRUCTURAL STEEL FRAMING SYSTEM DESIGN HANDBOOK, INDICATING MEMBERDEPTH, FLANGE WIDTH(S), SLOPE FOR EAVE STRUTS ONLY, STYLE, AND NOMINALGAGE.

3. FRAMING MEMBERSa. ASTM A570 GRADE 33 OR A611 GRADE C, Fy = 33 KSI, UNLESS

NOTED OTHERWISE.b. ASTM A570 GRADE 40 OR A611 GRADE D, Fy = 40 KSI, WHERE

INDICATED AS "(40)".c. ASTM A570 GRADE 50, Fy = 50 KSI, FOR MATERIAL THICKNESS 54 MILS OR

GREATER AND WHERE INDICATED AS "(50)".d. ALL LGSI SHAPES SHALL HAVE MINIMUM YIELD STRENGTH OF 55 KSI AND

MINIMUM ULTIMATE STRENGTH OF 67.7 KSI.4. FINISH

a. STEEL CONFORMING TO ASTM A570 OR ASTM A611: CLEAN, PRETREAT, ANDPRIME WITH BAKED-ON, LEAD- AND CHROMATE-FREE, RUST-INHIBITIVE PRIMER.

b. STEEL CONFORMING TO ASTM A653: HOT-DIP GALVANIZE TO PROVIDE A COATINGCLASS OF G90.

5. MECHANICAL FASTENERS: CORROSION-RESISTANT-COATED, SELF-DRILLING, SELF-THREADING STEEL DRILL SCREWS WITH LOW PROFILE HEADS BENEATH SHEATHING ANDMANUFACTURER'S STANDARD HEADS ELSEWHERE.

6. BOLTS: ASTM A307.7. WELDING: IN ACCORDANCE WITH AWS D1.1 OR D1.3, AS APPLICABLE.

H. STEEL BAR GRATING: SECTION 05 50 001. STEEL BAR GRATING SHALL BE FABRICATED AND INSTALLED IN ACCORDANCE WITH

NAAMM MANUALS.2. MATERIAL: ASTM A569.3. CONSTRUCTION: WELDED.4. MAIN BEARING BARS: 3/16" x 1" AT 1 3/16" CENTERS.5. CROSS BARS: AT 4" CENTERS.6. SURFACE: PLAIN.7. FABRICATE GRATING IN SECTIONS NOT GREATER THAN 5 FT WIDE.

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ABBREVIATIONS:AA - ALUMINUM ASSOCIATIONAB - ANCHOR BOLTABT - ABOUTACI - AMERICAN CONCRETE

INSTITUTEADH - ADHESIVEAGGR - AGGREGATEAHR - ANCHORAISI - AMERICAN IRON AND

STEEL INSTITUTEAISC - AMERICAN INSTITUTE OF

STEEL CONSTRUCTIONAL - ALUMINUMALTN - ALTERNATEANSI - AMERICAN NATIONAL

STANDARDS INSTITUTEAPPROX - APPROXIMATEARCH - ARCHITECTASTM - AMERICAN SOCIETY FOR

TESTING OF MATERIALSAWS - AMERICAN WELDING

SOCIETYBC - BOLT CIRCLEBETW - BETWEENBLDG - BUILDINGBM - BEAMBO - BOTTOM OFBOS - BOTTOM OF STEELBOT - BOTTOMB/P - BASE OF PIERBRG - BEARINGBRKT - BRACKETCAP - CAPACITYC/C - CENTER TO CENTERCL - CENTER LINECF - CUBIC FEETCHKR - CHECKERCIR - CIRCLECJ - CONSTRUCTION JOINTCLR - CLEARCLJ - CONTROL JOINTCMU - CONCRETE MASONRY UNITCO - CONCRETE OPENINGCOMP - COMPRESSIONCONC - CONCRETECONT - CONTINUOUSCONTR - CONTRACTCOL - COLUMNCONN - CONNECTIONCOTR - CONTRACTING OFFICERCOR - CORNERCOORD - COORDINATECRSI - CONCRETE REINFORCING

STEEL INSTITUTECTR - CENTERCTRD - CENTEREDCY - CUBIC YARDDBL - DOUBLEDET - DETAILDIAG - DIAGONALDIA - DIAMETERDIM - DIMENSIONDK - DECKINGDL - DEAD LOADDN - DOWNDWL - DOWELDWG - DRAWINGE - EASTEA - EACHED - EQUIPMENT DRAINEF - EACH FACEEJ - EXPANSION JOINTEL - ELEVATIONELEC - ELECTRICALELEV - ELEVATOREMBED - EMBEDMENTEQ - EQUALEQUIV - EQUIVALENTEQ SP - EQUALLY SPACEDEQUIP - EQUIPMENTEXIST - EXISTINGEXP - EXPANSIONEXT - EXTERIOREW - EACH WAYFAB - FABRICATEFD - FLOOR DRAINFDN - FOUNDATIONFTG - FOOTINGFF - FAR FACEFL - FLOORFLG - FLANGEFNSH - FINISHFS - FAR SIDEFT - FEETFUT - FUTUREGA - GAGEGALV - GALVANIZEGB - GRADE BEAMGND - GROUND

GR - GRADEGRTG - GRATINGH - SLAB THICKNESSHEF - HORIZONTAL EACH

FACEHEX - HEXAGONHG - HIGHHK - HOOKHR - HANDRAILHPT - HIGH POINTHORIZ - HORIZONTALHS - HIGH STRENGTHIBC - INTERNATIONAL

BUILDING CODEID - INSIDE DIAMETERIF - INSIDE FACEIJ - ISOLATION JOINTIN - INCHESINTR - INTERIORINVT - INVERTIR - INSIDE RADIUSJT - JOINTKB - KNEE BRACEKPL - KICK PLATEKSI - KIPS PER

SQUARE INCHL - ANGLELAD - LADDERLB - POUNDLD - DEVELOPMENT LENGTHLG - LONGLL - LIVE LOADLLH - LONG LEG HORIZONTALLLO - LONG LEG OUTSTANDINGLLV - LONG LEG VERTICALLONG - LONGITUDINALLPT - LOW POINTLNTL - LINTELLS - LAP SPLICEMATL - MATERIALMAX - MAXIMUMMC - MOMENT CONNECTIONMECH - MECHANICALMEZZ - MEZZANINEMFR - MANUFACTURERMH - MANHOLEMIN - MINIMUMMISC - MISCELLANEOUSMK - MARKMO - MASONRY OPENINGN - NORTHNA - NOT APPLICABLENE - NORTHEASTNF - NEAR FACENOM - NOMINALNW - NORTHWESTNIC - NOT IN CONTRACTNTS - NOT TO SCALENO - NUMBERNS - NEAR SIDEOC - ON CENTEROD - OUTSIDE DIAMETEROF - OUTSIDE FACEOPNG - OPENINGOPP - OPPOSITEOSHA - OCCUPATIONAL SAFETY

AND HEALTH ADMINISTRATIONOZ - OUNCEPCF - POUNDS PER CUBIC FOOTPED - PEDESTALPEN - PENETRATEPEMP - PRE-ENGINEERED METAL

BUILDINGPERP - PERPINDICULARPJNT - PROJECTIONPL - PLATEPLC - PLACESPREFAB - PREFABRICATEDPS - PIPE SUPPORTPSF - POUNDS PER SQUARE FOOTPSI - POUNDS PER SQUARE INCHPVC - POLYVINYL CHLORIDER - RISERRAD - RADIUSRD - ROOF DRAINREF - REFERENCEREINF - REINFORCEREQD - REQUIREDREV - REVISIONRM - ROOMS - SOUTHSB - SHEAR BARSCHED - SCHEDULESE - SOUTHEASTSECT - SECTIONSH - SHEETSIM - SIMILARSF - SWAY FRAME

SLO - SHORT LEG OUTSTANDINGSLP - SLOPESLV - SLEEVESP - SPACESPEC - SPECIFICATIONSQ - SQUARESST - STAINLESS STEELSTD - STANDARDSTL - STEELSTIF - STIFFENERSTIR - STIRRUPSTR - STRAIGHTSTRL - STRUCTURALSTRUC - STRUCTURESW - SOUTHWESTSYMM - SYMMETRICALT - TONTEMP - TEMPORARYTHK - THICKTHRU - THROUGHTHD - THREADT/ - TOP OFTOB - TOP OF BOLTT/C ORTOC - TOP OF CONCRETETOG - TOP OF GRATINGT/STL ORTOS - TOP OF STEELT/P - TOP OF PIERT&B - TOP AND BOTTOMTRD - TREADTYP - TYPICALUNO - UNLESS NOTED

OTHERWISEVAR - VARIESVERT - VERTICALVEF - VERTICAL EACH FACEW - WESTWD - WIDEW/ - WITHW/O - WITHOUTWP - WORK POINTWS - WATERSTOPWT - WEIGHTWWF - WELDED WIRE

FABRICWDT - WIDTH@ - AT& - AND# - POUNDS OR NUMBER% - PERCENT

??

CALLOUT IDENTIFICATIONSECTION, DETAIL, AND ELEVATION SYMBOL IDENTIFIERS:

??

DRAWING SEQUENCE NUMBER INDICATESWHERE TITLE IS LOCATED (MAY NOT BEPRESENT IF CALLOUT AND TITLE ARE ON THESAME DRAWING)

ONE OR TWO CHARACTER DISCIPLINEDESIGNATOR (MAY NOT BE PRESENT IFCALLOUT AND TITLE ARE ON DRAWINGSWITHIN THE SAME DISCIPLINE)

PLANNORTH

BUILDING SECTION CALLOUT EXAMPLE:

DETAIL CALLOUT EXAMPLE:

SECTION, DETAIL, AND ELEVATION TITLE EXAMPLE:

??

? ?

WALL SECTION CALLOUT EXAMPLE:

??

??

N

?

A1A1

A1

LETTER AND NUMBERINDICATES SECTION

DRAWING NUMBERWHERE SECTION ISDRAWN



A1

LETTER AND NUMBER DESIGNATOR .LETTER IDENTIFIES THE SHEET ROWLOCATION AND NUMBER IDENTIFIES THESHEET COLUMN LOCATION OF DETAIL

A1

LETTER AND NUMBERINDICATES DETAIL

DRAWING NUMBERWHERE DETAIL ISDRAWN

OVERALL AND AREA PLAN TITLE EXAMPLE:

TRUENORTH

A1 0 1/2' 1' 1 1/2'

SCALE:1-1/2"-1'

0 1/2' 1' 1 1/2'

SCALE:1-1/2"-1'

VIEW TITLE

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NOTES:1. STATEMENT OF SPECIAL INSPECTIONS

A. THIS "STATEMENT OF SPECIAL INSPECTIONS" HAS BEEN PREPARED IN ACCORDANCE WITH IBC 2009, SECTION 1704.B. CONTRACTOR SHALL EMPLOY ONE OR MORE PRE-COORDINATED AND GOVERNMENT-APPROVED SPECIAL

INSPECTORS TO PROVIDE SPECIAL INSPECTIONS DURING CONSTRUCTION.C. SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE COMPETENCE, TO THE

SATISFACTION OF THE CONTRACTING OFFICER'S REPRESENTATIVE, FOR INSPECTION OF THE PARTICULAR TYPE OFCONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION.

D. SPECIAL INSPECTION AGENCY SHALL SUBMIT INSPECTION REPORTS DURING CONSTRUCTION FOR VERIFICATION,INCLUDING FINAL REPORTS IN ACCORDANCE WITH SECTION 1704.1.2 OF IBC 2009.

E. SPECIAL INSPECTOR SHALL USE THE LATEST ISSUE OF THE STRUCTURAL DRAWINGS FOR THE INSPECTION OF THISSTRUCTURE. SHOP FABRICATION DRAWINGS SHALL NOT BE USED FOR INSPECTION PURPOSES.

F. THE FOLLOWING TABLES INDENTIFY THE MATERIALS, SYSTEMS, AND COMPONENTS FOR WHICH SPECIAL INSPECTIONIS REQUIRED.

TABLE 1704.3 REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION

1. MATERIAL VERIFICATION OF HIGH-STRENGTH BOLTS, NUTS AND WASHERS:

a. IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS SPECIFIEDIN THE APPROVED CONSTRUCTION DOCUMENTS. — X

AISC 360,SECTION A3.3AND APPLICABLE ASTMMATERIAL STANDARDS

b. MANUFACTURER’S CERTIFICATE OF COMPLIANCE REQUIRED. — X — —2. INSPECTION OF HIGH-STRENGTH BOLTING:

a. SNUG-TIGHT JOINTS. — X

AISC 360, SECTION M2.5 1704.3.3b. PRETENSIONED AND SLIP-CRITICAL JOINTS USING TURN-OF-NUT W/MATCHMARKING, TWIST-OFF BOLT OR DIRECT TENSION INDICATORMETHODS OF INSTALLATION.

X

3. MATERIAL VERIFICATION OF STRUCTURAL STEEL AND COLD-FORMED STEEL DECK:

b. FOR OTHER STEEL, IDENTIFICATION MARKINGS TO CONFORM TO ASTMSTANDARDS SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS. — APPLICABLE ASTM

MATERIAL STANDARDSc. MANUFACTURERS’ CERTIFIED TEST REPORTS. —

4. MATERIAL VERIFICATION OF WELD FILLER MATERIALS:

a. IDENTIFICATION MARKINGS TO CONFORM TO AWS SPECIFICATION INTHE APPROVED CONSTRUCTION DOCUMENTS.

— XAISC 360, SECTION A3.5

AND APPLICABLEAWS A5 DOCUMENTS

b. MANUFACTURER’S CERTIFICATE OF COMPLIANCE REQUIRED. — X — —5. INSPECTION OF WELDING:

a. STRUCTURAL STEEL AND COLD-FORMED STEEL DECK:1) COMPLETE AND PARTIAL PENETRATION GROOVE WELDS. X —

AWS D1.1 1704.3.12) MULTIPASS FILLET WELDS AND SINGLE-PASS FILLET WELDS > 5/16". X —

AWS D1.3

6. INSPECTION OF STEEL FRAME JOINT DETAILS FOR COMPLIANCE:

— 1704.3.2a. DETAILS SUCH AS BRACING AND STIFFENING. —b. MEMBER LOCATIONS. — Xc. APPLICATION OF JOINT DETAILS AT EACH CONNECTION. —

TABLE 1704.4 REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION

VERIFICATION AND INSPECTION CONTINUOUS PERIODIC REFERENCED STANDARD IBC REFERENCE

1. INSPECTION OF REINFORCING STEEL AND PLACEMENT. X ACI 318: 3.5, 7.1-7.7 1913.4

2. INSPECTION OF BOLTS TO BE INSTALLED IN CONCRETE PRIOR TO AND DURINGPLACEMENT OF CONCRETE WHERE ALLOWABLE LOADS HAVE BEEN INCREASED ORWHERE STRENGTH DESIGN IS USED

X 1911.5, 1912.1

3. INSPECTION OF ANCHORS INSTALLED IN HARDENED CONCRETE. X ACI 318: 3.8.6, 8.1.3, 21.2.8 1912.1

4. VERIFYING USE OF REQUIRED DESIGN MIX. ACI 318: CH. 4, 5.2-5.4

5. AT THE TIME FRESH CONCRETE IS SAMPLED TO FABRICATE SPECIMENS FOR STRENGTHTESTS, PERFORM SLUMP AND AIR CONTENT TEST, AND DETERMINE THE TEMPATUREOF THE CONCRETE.

XASTM C 172ASTM C 31

ACI 318: 5.6, 5.81913.10

6. INSPECTION OF CONCRETE PLACEMENT FOR PROPER APPLICATION TECHNIQUES. ACI 318: 5.9, 5.10 1913.6, 1913.7, 1913.87. INSPECTION FOR MAINTENANCE OF SPECIFIED CURING TEMPATURE AND TECHNIQUES.

8. VERIFICATION OF IN-SITU CONCRETE STRENGTH, PRIOR TO REMOVAL OF FORMS FROMGRADE BEAMS AND STRUCTURAL SLABS.

X ACI 318: 6.2

—

—

X

—

—

X

—

X

X

—

ACI 318: 8.1.3, 21.2.8

1904.2.2, 1913.2,1913.3

—

a. FOR STRUCTURAL STEEL, INDENTIFICATION MARKINGS TO CONFORM TO AISC 360. — X

X

X

AISC 360, SECTION M5.5

4) FLOOR AND ROOF DECK WELDS. — X

X— ACI 318: 5.11- 5.13 1913.9

9. INSPECT FORMWORK FOR SHAPE, LOCATION AND DIMENSIONS OF THE CONCRETEMEMBER BEING FORMED. X ACI 318: 6.1.1—

2. TESTING REQUIREMENTSA. CONTRACTOR SHALL EMPLOY ONE OR MORE PRE-COORDINATED AND GOVERNMENT-APPROVED

TESTING AGENCIES TO PROVIDE THE STRUCTURAL TESTING DURING CONSTRUCTION.B. TESTING AGENCY SHALL SUBMIT TEST RESULTS DURING CONSTRUCTION FOR VERIFICATION

INCLUDING A FINAL REPORT IN ACCORDANCE WITH SECTION 1704.1.2 OF IBC 2009.C. TABLE 1 (BELOW) IDENTIFIES THE STRUCTURAL TESTS REQUIRED FOR THIS PROJECT.

a: SEE ALSO IBC 2009 SECTIONS 1705.3, 1707, AND 1708 FOR REQUIRED SPECIAL INSPECTIONS AND STRUCTURAL TESTING FOR SEISMIC RESISTANCE

—

—

3) SINGLE-PASS FILLET WELDS NOT EXCEEDING 5/16" IN SIZE. — X

VERIFICATION AND INSPECTION CONTINUOUS PERIODIC REFERENCED STANDARDª IBC REFERENCE

TABLE 1704.7 REQUIRED VERIFICATION AND INSPECTION OF SOILSVERIFICATION AND INSPECTION TASK CONTINUOUS PERIODIC

1. VERIFY MATERIALS BELOW SHALLOW FOUNDATION ARE ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY. — X2. VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED PROPER MATERIAL. — X3. PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL MATERIALS. — X4. VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT THICKNESSES DURING PLACEMENT AND

COMPACTION OF COMPACTED FILL. X —

5. PRIOR TO PLACEMENT OF CONTROLLED FILL, OBSERVE SUBGRADE AND VERIFY THAT SITE HAS BEENPREPARED PROPERLY. — X

TABLE 1704.5.3 LEVEL 2 REQUIRED VERIFICATION AND INSPECTION OF MASONRY CONSTRUCTION

VERIFICATION AND INSPECTIONFREQUENCY OF INSPECTION REFERENCE FOR CRITERIA

CONTINUOUS PERIODIC IBC

1. COMPLIANCE WITH REQUIRED INSPECTION PROVISIONS OF THE CONSTRUCTIONDOCUMENTS AND THE APPROVED SUBMITTALS.

a. PROPORTIONS OF SITE-PREPARED MORTAR AND GROUT. — X — — ART. 2.6Ab. PLACEMENT OF MASONRY UNITS AND CONSTRUCTION OF MORTAR JOINTS. — X — — ART. 3.3Bc. PLACEMENT OF REINFORCEMENT. — X — SEC. 1.15 ART. 3.4, 3.6Ad. GROUT SPACE PRIOR TO GROUTING. X — — — ART. 3.2De. PLACEMENT OF GROUT. X — — — ART. 3.5

X — ART. 1.5—

2. VERIFICATION OF f'm PRIOR TO CONSTRUCTION AND FOR EVERY 5,000 SQUAREFEET DURING CONSTRUCTION. X — ART. 1.4B—

3. VERIFICATION OF PROPORTIONS OF MATERIALS IN PREMIXED OR PREBLENDEDMORTAR AND GROUT AS DELIVERED TO THE SITE. X — ART. 1.5B—

4. THE FOLLOWING SHALL BE VERIFIED TO ENSURE COMPLIANCE:

f. SIZE AND LOCATION OF STRUCTURAL ELEMENTS. X — — ART. 3.3F—

— SEC.1.2.2(e),1.16.1Xg. TYPE, SIZE, AND LOCATION OF ANCHORS, INCLUDING OTHER DETAILS OF

MASONRY TO STRUCTURAL MEMBERS, FRAMES OR OTHER CONSTRUCTION. —

— SEC.1.15 ART.2.4,3.4h. SPECIFIED SIZE, GRADE AND TYPE OF REINFORCEMENT AND ANCHOR BOLTS. X—

—

i. PREPARATION, CONSTRUCTION AND PROTECTION OF MASONRY DURINGCOLD WEATHER (TEMPERATURE BELOW 40 DEGREES F) OR HOT WEATHER(TEMPERATURE ABOVE 90 DEGREES F).

X —SEC. 2104.3,2104.4 ART. 1.8C, 1.8D—

5. PREPARATION OF ANY REQUIRED GROUT SPECIMENS AND/OR PRISMS SHALLBE OBSERVED. X — SEC. 2105.2.2,

2105.3 — ART. 1.4

TMS 402/ACI530/ASCE 5ª

TMS 602/ACI530.1/ASCE 6ª

—

—

—

FOR SI: °C = (°F) -32}/1.8, 1 SQUARE FOOT = 0.0929m².a. THE SPECIFIC STANDARDS REFERENCED ARE THOSE LISTED IN CHAPTER 35 OF IBC 2009.

TABLE 1 SUMMARY OF REQUIRED STRUCTUAL TESTSTEST CONTINUOUS PERIODIC REFERENCE STANDARD IBC REFERENCE

1. CONCRETEa. CYLINDER COMPRESSION TESTING —X ASTM C39 SECTION 1905

2. MASONRYa. HOLLOW UNIT BLOCK COMPRESSION TESTS (UNIT STRENGTH METHOD) —X ASTM C90 SECTION 2105b. PRISM COMPRESSION TESTS (PRISM TEST METHOD) —X ASTM C1314 SECTION 2105

3. POST-INSTALLED CONCRETE ANCHORS*a. EXPANSION ANCHORS —X ICC-ES AC 193 SECTION 1912b. ADHESIVE ANCHORS —X ICC-ES AC 193 SECTION 1912

*WHEN DIRECTED BY THE CONTRACT DOCUMENTS TO PROVIDE POST-INSTALLED ANCHORAGES THE FOLLOWING GUIDELINES SHALL BE FOLLOWED:1. A REPRESENTATIVE OF THE ANCHOR MANUFACTURER OR PROJECT SPECIAL INSPECTOR SHALL BE ON SITE TO

OVERSEE THE INSTALLATION OF THE FIRST FOUR ANCHORS FOR EACH TYPE OF ANCHOR INSTALLED. THISMEASURE SHALL BE TAKEN FOR EACH INSTALLER OF THE ANCHORS. THIS SERVICE IS TYPICALLY PROVIDEDFREE BY THE LOCAL ANCHOR REPRESENTATIVE.

2. THE FIRST FOUR ANCHORS SHALL BE TENSION TESTED ONCE INSTALLATION IS COMPLETE FOR 200% OF THESERVICE LEVEL LOAD CAPACITY AS SPECIFIED BY THE MANUFACTURER.

a: EXCEPTIONS: ISOLATED SPREAD FOOTINGS, NONSTRUCTURAL SLABS ON GRADE.b: X - INDICATES TYPE OF INSPECTION REQUIRED.

—

STATEMENT OF SPECIAL INSPECTIONS

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A

AA

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A TYP

A

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A TYP

A

2A

4A

4AA

A

A

2A

A

A

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A=5.2'

A

A

AA

AA A

AA

A

A 2A

A

A

A

A

A=5.2'

A

A

2A

APPLIED TO BOTH SIDES BUT NOT SIMULTANEOUSLY

3H

3H

OVERHANG1' - 1"

A

2H

2H

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D1 WIND LOAD DIAGRAM SOUTHWEST D5 WIND LOAD DIAGRAM NORTHEAST

B7 WIND ISO OVERHANG & NOTES

4

4

5

5

5

4

44

45

5

3

4

5

5

3

1

2

5

5

5

1

1

1

1

2

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DESIGN WIND PRESSURES

WINDZONE

COMPONENTS &CLADDING PURLINS GIRTS

MAX MIN MAX MIN MAX MIN1 +13.4 -26.2 +10.4 -26.2 - -2 +13.4 -37.0 +10.4 -29.1 - -3 +13.4 -54.6 +10.4 -47.8 - -4 +23.2 -25.2 - - +20.3 -23.25 +23.2 -31.1 - - +20.3 -26.2

2H +13.4 -46.8 +13.4 -46.8 - -3H +13.4 -72.8 +13.4 -59.6 - -

3

45

12

3

5

EXTERIOR SLAB ONGRADE, PER CIVIL DWGS

1'-0"

1'-0

"

PER MECHANICALPLANS, 4" MIN

ISOLATORS ANDANCHOR BOLTS PERMECH UNIT SUPPLIER

MECH UNIT SEEMECH PLANS

#4 BARS @ 12" OCEACH WAY TOP AND BOTTOM

EXTERIOR EQUIPMENT PADNOT TO SCALE

0' - 1"

0' -

0 1/

4"0'

- 1

1/8"

1/2"

6"

2'-6

"1'

-0"

1/2"

6"

NOTE:

GR

ADE

BEAM

OR

WAL

L

COMPACTED FILL

3-#4 EACHEND WALL

STOOP DETAILNOT TO SCALE

#4 @ 12"EW-CNTR'D

2-#4 TYP

#4 @ 12"OC - TYP

SEE CIVIL OR ARCHITECTURAL FOR WIDTHS AND LOCATIONS.EXTEND 1'-6" EACH SIDE OF DOOR MINIMUM, UNO.

4'-0" UNO

0' -

0 3/

4"

0' - 0 1/4"

0' -

1"

"H" MIN.-FOR MULTIPLESTEPS IN FTG, STEPS MUSTBE PLACED AS NOTED

REBAR MAY BE LAP SPLICEDAT CONTRACTORS OPTION

BOT OF FTG WHERE EARTHCAN STAND VERTICALLYWITHOUT SHORING

SLOPE AS REQ'D FOREARTH STABILITY

1 1/2" COMPRESSIBLE MAT'L

"H" = 4'-0" MAX

EXTEND BOTTOM REINF2'-0" PAST STEP, TYP

ADDITIONAL TYP VERTREINF AT STEP

STEP IN FOOTING

NOTES:A. THIS DET TO BE USED AS REQ'D TO DEPRESS FTG

TO FIRM BRG, OR TO GET BELOW UNDERGROUND PIPINGOR WHEREVER CHANGE IN FTG ELEVATION OCCURS. SEEDETAIL "MAX SLOPES BTWN ADJACENT FTGS" THIS SHEET,WHICH MAY REQ LOWERING OF FTG ELEVATION.

B. PLACE ALL CONC AGAINST UNDISTURBED SOIL. IF SOILIS DISTURBED DURING CONC PLACING, REPLACE DISTURBEDSOIL WITH CONC.

"T"

0' -

0 1/

2"

"T"

NOT TO SCALE

SEE NOTE 1

SEE NOTE 2

PIPE PER CIVIL

PIPE BELOW SLAB ON GRADE OR FOOTING

2.

1.

PER SOILS REPORTFIRM COMPACTED FILL

TYP SLAB OR FOOTING REINF PER PLAN

NOTES

"T"

"T" M

IN6" MIN

"T" M

IN

NOT TO SCALE

STEM WALLAS OCCURS

CONCRETE FOOTINGOR FOUNDATION

SLEEVE. PROVIDE 1/2" MIN.CLEARANCE AROUND PIPE

PIPE

CONCRETE FILL TOBE PLACED BEFOREFOOTING IS POUREDAND POUR FULL WIDTHOF PIPE TRENCH.

STEM WALLAS OCCURS


SLEEVE. PROVIDE 1/2" MIN.CLEARANCE AROUND PIPE

PIPECONCRETE FILL TO BE PLACEDBEFORE FOOTING IS POURED ANDPOUR FULL WIDTH OF PIPE TRENCH.

1/2"

MIN

8" MIN., 3'-0" MAX. WHERE DEPTH ISGREATER THAN 3'-0" SEE DETAIL "PIPEPASSING BELOW CONT. FOOTING"THIS SHEET WHERE DEPTH IS LESSTHAN 8". SEE DETAIL "PIPE BELOWSLAB ON GRADE OR FOOTING"

NOTE: PIPES SHALL NOT PASS THRU FOOTINGS NOR BE LOCATED BELOW ISOLATED COLUMN FOOTING.

PIPE PASSING UNDER CONT. FOOTING0'

- 0

5/8"

0' -

0 1/

2"

NOT TO SCALE

ISOLATED OR CONT. FOOTING. PITOR PIPE TRENCH UNDERMININGFOOTING ABOVE.

THIS SLOPE SHALL NOT EXCEED 1 VERTICAL TO1 HORIZONTAL IF EXCAVATIONS CAN STANDVERTICALLY WITHOUT SHORING AND 1VERTICAL TO 1 1/2" HORIZONTAL IFEXCAVATIONS NEED TO SLOPE OR BE SHORED.

ISOLATED OR CONTINOUSFOOTING.

MAX. SLOPES BETWEEN ADJ. EXCAVATIONSNOT TO SCALE

STEM WALLAS OCCURS


1'-6" MAX. WHERE TRENCHEXCEEDS 1'-6" NOTIFYSTRUCTURAL ENGINEER PRIORTO PLACEMENT OF FOOTING.

BACKFILL AND RECOMPACTTRENCH PER SOILS REPORTAND SPECIFICATIONS.

BOTTOM OF TRENCH

PIPE PASSING BELOW CONT. FOOTINGNOT TO SCALE

0' -

3"

0' - 1 1/2"

GREATER THAN 3'-0" SEE DETAIL"PIPE PASSING UNDERCONT. FOOTING" THIS SHEETFOR DEPTHS 3'-0" AND LESS.

WALL OR COLUMN

LOWEST ADJACENTFINISH GRADE WITHIN5' OF WALL COLUMN

FOOTINGS UNDER WALL ORISOLATED COLUMN

ZONE OF COMP. EARTH UNDER ALL FTGS

1'-0" MIN

1'-6

" MIN

6" M

IN

NOT TO SCALE

SECTIONEP-1

EQUIPMENT PAD FOUNDATION

NOTES:1. PROVIDE EP-1 EQUIPMENT PAD FOR INTERIOR EQPT WHERE

INDICATED ON OTHER DISCIPLINE DWGS.

2. PROVIDE NUMBER OF DOWELS TO MATCH TOTAL CROSS-SECTIONALAREA OF ANCHOR BOLTS, EQUALLY SPACED AROUND PAD, EXCEPTTHAT SPACING OF DOWELS SHALL NOT EXCEED 12".

3. IF FLOOR SLAB IS CONSTRUCTED BEFORE DOWELS ARE PLACED,DOWELS SHALL BE EPOXY GROUTED INTO FLOOR SLAB.

4. EQPT SHALL BE GROUTED IN PLACE W/ NON-SHRINK GROUT UNLESSOTHERWIES RECOMMENDED BY EQPT MFR.

5. EQPT ANCHOR BOLTS SHALL BE STANDARD TYPE V OR VI HOOKEDBOLTS, UNLESS OTHERWISE RECOMMENDED BY EQPT MFR.

6. HEIGHT OF PAD ABOVE SURROUNDING FLOOR SLAB SHALL BE4" MIN FOR PADS W/ 1" DIA OR SMALLER ANCHOR BOLTS OR 6" MINFOR PADS W/ ANCHOR BOLTS LARGER THAN 1" DIA.

0' - 1 7/8"2" MIN TO EDGE OFEQUPMENT BASE

BUSH-HAMMER ROUGH UNDERAREA OF FOUNDATION ANDAPPLY BONDING COMPOUND

#4 @ 12" EW TOP

#4 DOWELSSEE NOTES 2 & 3

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D = BOLT DIAMTERK = THREADS (2D+3" SINGLE NUT) = THREADS (3D+3" DOUBLE NUTS)P = BOLT PROJECTION

0' - 0 3/4"

0' -

2 3/

4"

0' -

2"0'

- 7

3/4"

0' -

4 1/

2"

D

K

PB

A

TOC ELEVATION ASNOTED ON PLANS

SQUARE PL

DAMAGE LAST THREADTO PREVENT REMOVALOF BOLT

TYPE II ANCHOR BOLTUNSLEEVED BOLT

WELD 3PTS

D5/8"3/4"

1"7/8"

1 1/8"1 1/4"1 3/8"1 1/2"

SCHEDULEA2"2"3"3"3"3"4"4"

B8"10"

1'-2"1'-0"

1'-4"1'-6"1'-8"1'-10"

SQUARE PLPL 1/2"x2 1/2" SQ

PL 1/2"x3" SQPL 5/8"x3 1/2" SQPL 5/8"x3 1/2" SQ

PL 3/4"x4" SQPL 3/4"x4 1/2" SQ

PL 7/8"x5" SQPL 7/8"x5 1/2" SQ

REMARKSP=5"P=5"P=5"P=5"P=5"P=5"P=5"P=5"

STANDARD REINFORCEMENT DETAILS

VERTICAL WALL TO SLAB CORNERAND INTERSECTION REINFORCEMENT DETAILS

SEE CORNER REINFORCEMENT NOTE 3

CORNER REINFORCEMENT NOTES:1. UNLESS OTHERWISE INDICATED, THE CONTRACTOR HAS

THE OPTION OF REINFORCING CORNERS IN ACCORDANCEWITH OPTION #1 OR OPTION #2.

2. UNLESS OTHERWISE INDICATED, THE CONTRACTOR HASTHE OPTION OF CONSTRUCTING INTERSECTIONS WITHOR WITHOUT CONSTRUCTION JOINTS. REINFORCE PERAPPLICABLE DETAIL.

3. INDICATES CONTRACTOR OPTION: WITH ORWITHOUT LAP SPLICE AT THESE LOCATIONS.

ELEVATION

VERT REINFNOT SHOWN

ELEVATION

DOWEL

VERT REINFNOT SHOWN

VERT REINFNOT SHOWN

ELEVATION ELEVATION

DOWEL TYP

VERT REINFNOT SHOWN

LAP

SPLI

CE

LAP

SPLI

CE

LAPSPLICE

LAP

SPLI

CE

LAP

SPLI

CE

LAP SPLICE

HORIZONTAL WALL REINFORCEMENT DETAILSINTERSECTIONS


PLANWITHOUT CJ

PLANWITH CJ

PLANWITHOUT CJ

PLANWITH CJ

VERT REINFNOT SHOWN

VERT REINFNOT SHOWN

VERT REINFNOT SHOWN

VERT REINFNOT SHOWN

DOWEL TYP

LAP

SPLI

CE

STD 90°HOOK UNO

DOWEL

HORIZONTAL WALL REINFORCEMENT DETAILSCORNERS


PLANOPTION #1

PLANOPTION #2

PLANOPTION #1

PLANOPTION #2

VERT REINFNOT SHOWN

VERT REINFNOT SHOWN

VERT REINFNOT SHOWN

VERT REINFNOT SHOWN

LAP SPLICE LAP SPLICE

LAP

SPLI

CE

CORNER BAR

STD 90°HOOKWHEREINDICATED

LAP SPLICE LAP SPLICE

LAP

SPLI

CE

STD 90°HOOKWHEREINDICATED

STD 90°HOOK UNO

STD 90°HOOK UNO

STD 90°HOOK UNO

STD 90°HOOK UNO

STD 90°HOOK UNO

LAP

SPLI

CE

TOPDEVELOPMENT LENGTH

REINFORCING DEVELOPMENT AND SPLICESf'c=4000psi

1'-7"2'-1"

3'-1"2'-7"

5'-2"

6'-7"7'-3"

5'-10"

4'-6"

1'-3"#3

#11#10

#8#9

#6#7

#4#5

4'-0"4'-6"

5'-7"5'-1"

1'-7"

2'-5"2'-0"

3'-6"

BARSIZE OTHER

2'-0"1'-7"

5'-2"

7'-3"

5'-10"6'-7"

3'-1"4'-6"

2'-1"2'-7"

6'-8"

9'-5"

7'-7"8'-6"

4'-0"5'-10"

2'-8"3'-4"

SPLICE LENGTHOTHER TOP

- MAIN REINF- LAPPED REINF

7"#3

#8

#10#11

#9

#5

#7#6

#4

1'-7"

2'-0"2'-3"

1'-10"

1'-0"1'-3"1'-5"

10"

DEVELOPMENT LENGTHSHOOKED BARS (f'c = 4000psi)

LENGTH ORMIN EMBEDMENTBAR SIZE

TYPICAL REINFORCING NOTES:1. REINFORCING BAR DEVELOPMENT AND LAP SPLICE LENGTHS SHALL

BE AS SHOWN IN THESE TABLES UNLESS NOTED OTHERWISE ONTHE DRAWINGS.

2. THE LENGTHS SHOWN IN THE TABLES ARE BASED ON THE FOLLOWINGCONCRETE COVERAGE AND REINFORCING C-C SPACING:BEAMS OR COLUMNS: COVER ≥ 1.0bd (BAR DIAMETER)

CENTER TO CENTER (C-C) SPACING ≥ 2.0bdALL OTHERS: COVER ≥ 1.0bd

CENTER TO CENTER SPACING > 3.0 bd3. TOP BARS ARE DEFINED AS HORIZONTAL REINFORCEMENT PLACED

SUCH THAT MORE THAN 12" OF FRESH CONCRETE IS CAST IN THEMEMBER BELOW THE DEVELOPMENT LENGTH OR SPLICE.

4. THE DEVELOPMENT AND SPLICE LENGTHS SHOWN SHALL NOTAPPLY IF ANY OF THE FOLLOWING CONDITIONS OCCUR:A) f'c < 4000 psiB) fy > 60,000 psiC) THE COVER OR C-C BAR SPACING IS NOT AS LISTED ABOVE.D) THE REINFORCING STEEL IS EPOXY COATED.E) LIGHT WEIGHT CONCRETE IS USED.

5. WHERE BAR SPLICES ARE STAGGERED SUCH THAT ONE-HALF OR LESSOF TOTAL REINFORCEMENT IS SPLICED WITHIN REQUIRED LAP LENGTH.SPLICE LENGTH MAY EQUAL DEVELOPMENT LENGTH.

6. CENTER TO CENTER SPACING(S) IS DEFINED AS BELOW:

LEN

GTH

CRITICALSECTION

12X DIA OF BAR

LEN

GTH

0' -

0 1/

8"

4x D

IA O

F BA

RO

R 2

1/2

" MIN

RADIUS OF HOOK:4x DIA OF BAR - #3 TO #8 BARS5x DIA OF BAR - #9 TO #11 BARS6x DIA OF BAR - #14 & #18 BARS

MIN

EMBE

DM

ENT LA

PSP

LIC

E

SEE

NO

TE 1

LAP

SPLI

CEHOOKED BAR

DETAIL 1 DETAIL 2

DEVELOPMENT LENGTH NOTES:1. WHERE DWGS ARE DETAILED SIMILIAR TO DETAIL 2,

EXTEND THE EMBEDMENT LENGTH SUCH THAT THEHOOKED BAR CONTACTS THE LAYER OF MAINREINFORCING SHOWN.

2. EMBEDMENT LENGTHS IN CHART ARE TYPICALEXCEPT AS NOTED IN DETAIL 2, OR AS INDICATEDON DRAWINGS.

TYPICAL REINFORCING DEVELOPMENT AND SPLICES

0' - 1 1/8""S"

(4) 3/4" DIATYPE V ANCHOR

CL COL

'A' ANCHOR SIZEPATTERN A 3 1/2" 3/4" DIA

PATTERN B 5 1/2" 3/4" DIA

ANCHOR BOLT PATTERN

PATTERN A,B,C

A

A

'A'

'A'

'A' 'A'

NOT TO SCALE

TYP CONCRETE STEM WALL CONTROL JOINTNOT TO SCALE

3/4"

STOP ALTERNATEHORIZONTAL REBARAT CONTROL JOINT

NOTE:PROVIDE CONTROL JOINTS IN CONCRETE STEM WALLS AT 20'-0" MAX.MAXIMUM LENGTH WALL POUR BETWEEN CONSTRUCTION JOINTS 100'-0"

3/8"

SLOPE

FD

SLOPE

SLO

PERAD=18"

SLOPE 1/2"TO DRAIN

TYPICAL FLOOR DRAIN DETAIL

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2" T

YP

"D"

1 #5 EF (TYP)

FOR 6" THICK CONCRETE & LESS USE:1 #5 CENTER FOR WALLS1 #5 TOP FOR SLABS

ADD BARSIN FLOOR SLABS:1 #5 EF

IN WALLS:1 #5 EF FOR "D" LESS THAN 24"1 #6 EF FOR "D" = 24" TO 36"

ADD BARS (TYP ALL OPENINGS):1 #5 EF FOR "D" LESS THAN 24"1 #6 EF FOR "D" = 24" TO 36"

CO-1UNSLEEVED OPENING

NOTES:1. MINIMUM LENGTH OF ALL BARS SHALL BE "D" + 3'-6" WITH BARS

CENTERED ON OPENING.2. FOR OPENINGS LESS THAN 12" IN DIAMETER, THE ADD BARS ARE

NOT REQUIRED IF NO REINFORCING IS CUT BY THE OPENING.3. SHORT SPAN OF SLAB = LESSER DISTANCE BETWEEN SUPPORT

MEMBERS.4. REINFORCE OPENINGS WITH "D" LARGER THAN 3'-0" AS INDICATED

ON THE DRAWINGS. IF NOT INDICATED, CONTACT THE ENGINEER.5. FOR CONCRETE OPENINGS THROUGH STEEL DECKING, BLOCK

OUT CONCRETE WITHIN OPENING WITH STYROFOAM OR OTHERAPPROVED MATERIAL AND SEAL WITH DUCT TAPE. CUT DECK TOMATCH INSIDE DIMENSIONS OF OPENING AFTER CONCRETE HAS SETFOR 7 DAYS.

6. METAL DECKING HOLES AND OPENINGS SHALL NOT BE CUT UNTILIMMEDIATELY PRIOR TO BEING PERMANENTLY FILLED WITH THEEQUIPMENT OR STRUCTURE INTENDED TO FULFILL ITS SPECIFICUSE OR SHALL BE IMMEDIATELY COVERED. SEE OSHA SECTION29CFR1926 SUBPART R.

7. REINFORCING SHOWN REPRESENTS THE MINIMUM REQUIREED ATALL CO-1 OPENINGS UNO.

6' -

6"5'

- 10

"SH

OR

T SP

AN O

F C

ON

C

1 #5 x4'-0" LG. EF (TYP)FOR 6" THICK CONCRETE & LESS USE:1 #5 CENTER FOR WALLS1 #5 TOP FOR SLABS

ADD BARSIN FLOOR SLABS:1 #5 EFIN WALLS:1 #5 EF FOR "L" LESS THAN 24"1 #6 EF FOR "L" = 24" TO 36"

ADD BARS (TYP ALL OPENINGS):1 #5 EF FOR "W" LESS THAN 24"1 #6 EF FOR "W" = 24" TO 36"

CO-2UNSLEEVED OPENING

NOTES:1. MINIMUM LENGTH OF ALL BARS SHALL BE ("L" OR "W") + 3'-6" WITH

BARS CENTERED ON OPENING.2. FOR OPENINGS ("L" OR "W") LESS THAN 12", THE ADD BARS ARE NOT

REQUIRED IF NO REINFORCING IS CUT BY THE OPENING.3. SHORT SPAN OF CONC = LESSER DISTANCE BETWEEN SUPPORT

MEMBERS.4. REINFORCE OPENINGS WITH "L" OR "W" LARGER THAN 3'-0" AS

INDICATED ON THE DRAWINGS. IF NOT INDICATED, CONTACT THEENGINEER.

5. FOR CONCRETE OPENINGS THROUGH STEEL DECKING, BLOCK OUTCONCRETE WITHIN OPENING WITH STYROFOAM OR OTHER APPROVEDMATERIAL AND SEAL WITH DUCT TAPE. CUT DECK TO MATCH INSIDEDIMENSIONS OF OPENING AFTER CONCRETE HAS SET FOR 7 DAYS.

6. METAL DECKING HOLES AND OPENINGS SHALL NOT BE CUT UNTILIMMEDIATELY PRIOR TO BEING PERMANENTLY FILLED WITH THEEQUIPMENT OR STRUCTURE INTENDED TO FULFILL ITS SPECIFIC USE

OR SHALL BE IMMEDIATELY COVERED. SEE OSHA SECTION 29CFR1926SUBPART R.7. REINFORCING SHOWN REPRESENTS THE MINIMUM REQUIREED AT ALL

CO-2 OPENINGS UNO.

6' -

6"

SHO

RT

SPAN

OF

CO

NC

2" TYP

"W"

"L"

SPLICE- SEE SCHEDULE S001

SEE SECTIONSFOR FOOTING DETAILS

CONSTRUCTION JOINT-SEE PLANS FOR LOCATION

TYPICAL CONSTRUCTION JOINT (CJ)

0' - 0"

3/8" EXPANSIONJOINT MATERIAL

TYPICAL EXPANSION JOINT (EJ)

2 LAYERS 30# FELT

TYPICAL ISOLATION JOINT

*

*

SEALANT

SAWED JOINT FACE

BACKUP ROD ORPOLYETHYLENE STRIP

INITIAL SAWCUT

* SEE SLAB JOINT DETAIL

0' -

3"

0' - 0"

COLUMN ISOLATION JOINTSNOT TO SCALE

CONCRETE PLACEMENTSECOND STAGE

CONTRACTION JOINTCONSTRUCTION OR

SEALED ISOLATION

CONCRETE PLACEMENTSECOND STAGE

JOINT DISCONTINUEREINFORCEMENT (TYP)

CONSTRUCTION ORCONTRACTION JOINT

JOINT DISCONTINUEREINFORCEMENT (TYP)

SEALED ISOLATION

4" MIN

INTERIOR

EXTERIOR

GRID

GRID

GRID

GRID

AT CONTRACTOR'SOPTION, REPLACEDIAMOND ISOLATIONJOINT WITH CIRCLE0' - 0

3/8"

4" MIN

AT CONTRACTOR'SOPTION, REPLACEDIAMOND ISOLATIONJOINT WITH CIRCLE

0' - 0 1/

4"

NOTE:USE CIRCULAR OPTIONWHERE NO FLOORJOINTS INTERSECT.

CONTRACTION JOINT (CTJ)

3/4" DIA X 1'-4" @ 1'-0"PAINT AND GREASE ONE END

NOT TO SCALECONSTRUCTION JOINT (CJ)

NOT TO SCALE

SEE SLAB JOINT DETAIL

VAPOR RETARDER

H

H/2

H

1/4" EXPANSION JOINT FILLER2 LAYERS 30# ROOFING FELT OR

1/8" TO 1/4" SEALED

SMOOTH DOWELS

3" MAX

H/4

MIN

(SAWED OR FORMED)

H

NOT TO SCALEISOLATION JOINT (IJ)


1/8" TO 1/4" SEALED(SAWED OR FORMED)


H/4

MIN

.

TYP3" MAX

VAPOR RETARDER

VAPOR RETARDER

4" AGGREGATE BASE

TYPICAL SLAB ON GRADE JOINTSNOTE: DISCONTINUE REINFORCEMENT

AT JOINT UNO

4" AGGREGATE BASE

4" AGGREGATE BASE

REINFORCING PERPLANS, CUT AT JOINT



1.5T T

5T

TYPICAL SLAB EDGENOT TO SCALE

21

T

1'-0" MIN

TSE

E PL

ANR

ECES

S D

EPTH

LAP REINF

TYPICAL DETAIL AT SLAB RECESSNOT TO SCALE

NOTE:PROVIDE DIAGONAL #4x3'-0"TOP OR #4 CORNER BAR TOPAT ALL CORNERS OF RECESS.

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NUMBER:

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TYPICAL SLAB JOINT SEALANT DETAIL

NOTES:1. UNLESS NOTED OTHERWISE ALL BEAMS ON COLUMN ROW SHALL

BE IN ACCORDANCE WITH TABLE 10-2 CASE 1 WITH SHOP WELDS.2. THE NUMBER INDICATES THE MINIMUM NUMBER OF ROWS OF HIGH

STRENGTH BOLTS FOR THAT END CONNECTION. END CONNECTIONSSHALL BE STANDARD "FRAMED BEAM" SLIP CRITICAL CONNECTIONSPER TABLE 10-1 CASE 1 OF AISC STEEL CONSTRUCTION MANUAL13TH EDITION. AT CONTRACTORS OPTION UNLESS OTHERWISEINDICATED THE FOLLOWING MINIMUMS APPLY TO TABLE 10-1 CONNECTIONS.

0' -

2"

0' - 2"

0' -

2"

0' - 2"

G G¹

GG

G & G¹ = 2" MIN FOR STD HOLES (G¹ = 1 1/4" MIN FOR BEAMS LESSTHAN A W12).G & G¹ = 2 1/4" MIN FOR OVERSIZED AND SHORT SLOTTED HOLES(G¹ = 1 3/8" MIN FOR BEAMS LESS THAN A W12).MINIMUM CLIP ANGLE THICKNESS SHALL BE 5/16" BEAM TO BEAMCONNECTION.MINIMUM CLIP ANGLE THICKNESS SHALL BE 3/8" BEAM TOCOLUMN CONNECTION.TABLE 10-2 CASE 1 WELDS TO BE 3/16"

3. WHERE NO STANDARD "FRAMED BEAM" CONNECTIONS SYMBOL ( X )IS INDICATED BEAM END CONNECTIONS SHALL BE IN ACCORDANCEWITH THESE NOTES AND WITH THE FOLLOWING MINIMUM NUMBEROF HIGH STRENGTH BOLTS:

C6, W6, OR LESS = 2 ROWS W21 = 4 ROWSC8 OR W8 = 2 ROWS W24 = 5 ROWSC10 OR W10 = 2 ROWS W27 = 6 ROWSC12 OR W12 = 2 ROWS W30 = 7 ROWSW14 = 3 ROWS W33 = 8 ROWSC15 OR W16 = 3 ROWS W36 = 8 ROWSW 18 = 4 ROWS

4. THE NUMBER OF BOLTS AND NUMBER OF ROWS OF BOLTS INDICATEDOR STATED IS THE MINIMUM NUMBER OF BOLTS OR ROWS. PROVIDEADDITIONAL BOLTS OR CONNECTION DEVICES, IF NECESSARY, TOCOMPLY WITH OSHA REGULATION 29CFR1926 SUBPART R-STEELERECTION.

5. ROWS OF BOLTS: THE NUMBER OF FASTENERS IN A VERTICAL ROW.6. BEAM CONNECTIONS ARE BASED ON THE USE OF STANDARD,

OVERSIZED OR SHORT-SLOTTED HOLES AS DEFINED BY AISC STEELCONSTRUCTION MANUAL 13TH EDITION. LONG-SLOTTED HOLES ARENOT PERMITTED.

7. BEAM CONNECTIONS GAGE SHALL BE 5 1/2" MAX GAGE MAY BEREDUCED AT FABRICATORS OPTION.

8. ON ONE SIDE OF EACH DOUBLE CONNECTION OF BEAMS TO A COLUMNWEB OR A GIRDER WEB DIRECTLY OVER A COLUMN. PROVIDE TEMPORARYSEAT ANGLE ATTACHED TO COLUMN OR GIRDER WEB AND BOTTOMFLANGE OF BEAM. MINIMUM SEAT CONNECTION SHALL BE L4x3x3/8 LLHWITH 2 - 3/4"Ø A325-ST BOLTS EACH LEG. SINGLE AND DOUBLE STAGGEREDCONNECTIONS ARE PROHIBITED WITHOUT THE EXPLICIT PRIOR APPROVALIN WRITING OG THE STRUCTURAL ENGINEER OF RECORD.

W16X26

STEEL BEAM SIZE

X

STANDARD "FRAMED BEAM"CONNECTION SYMBOL SEENOTES BELOW

STANDARD FRAMED BEAM CONNECTIONS

REINF PER PLAN

SHEARCONNECTION PERPLAN & GENERALNOTES. LOCATESINGLE STUD ONCENTERLINE OFWEB

SLAB PER PLAN

BEAM PER PLAN

DECK PARALLEL TO BEAM

REINF PER PLAN

SHEARCONNECTION PERPLAN & GENERALNOTES. LOCATESINGLE STUD ONCENTERLINE OFWEB

SLAB PER PLAN

BEAM PER PLAN

DECK PERPENDICULAR TO BEAM

T/STL PER PLAN

T/STL PER PLAN

REINF PER PLAN

SHEARCONNECTION PERPLAN & GENERALNOTES, TYP

SLAB PER PLAN

BEAM PER PLAN

DOUBLE STUD CONFIGURATION

T/STL PER PLAN

3"

> 4x STUD DIAMETER_

STUD PLACEMENT NOTES:1. BEAMS: PLACE STUDS UNIFORMLY ALONG LENGTH.

3/16

SEE PLAN FOR BEAM SIZE

FULL HEIGHT STIFFENER PLATE

STIFFENER PLATE 5 /16", TYP UNLESSNOTED OR DETAILED OTHERWISE

EXTEND PLATE AS MAYBE REQ'D FORCONNECTIONS

PARTIAL HEIGHT STIFFENERPLATE, WELD TO TOPFLANGE WHEN LOAD ISAPPLIED TO TOP FLANGE (i.eCARRIED COLUMN)

FULL HEIGHT STIFFENER PLATE

WELD W/(2) SIDES FOR PARTIALHEIGHT STIFFENERS. (3)SIDES FOR FULL HEIGHTSTIFFENERS

(K+1/2") MAX. BEAM 'K'DISTANCE PER AISC

(K+1/2") MAX. BEAM'K' DISTANCE PER AISC

PARTIAL HEIGHT STIFFENER PLATE.WELD TO BOTTOM FLANGE WHENLOAD IS APPLIED TO BOTTOM FLANGE(i.e HANGER)

NOTE: A.) USE LARGER PLATE AND WELD AS MAY BEREQ.'D BY BEAM CONNECTION SCHEDULE

B.) USE FULL HEIGHT STIFFENER PLATE, TYPUNLESS NOTED OR DETAILED OTHERWISE

STIFFENER PLATESNOT TO SCALE

0' -

0 1/

8"

0' -

0 1/

8"

1/4" TYP

TYPICAL UNDERHUNGMECHANICAL/ELECTRICAL EQUIPMENT

NOT TO SCALE

C6x8.2UNO

SEE CHANNEL TO JOIST TOPCHORD DETAIL THIS SHEET

HANGER RODSBY MANUFACTURER

C6x8.2UNO

SEE MECH DRAWINGSFOR EQUIPMENT(MAX WT 600 lbs)

C6x8.2 UNO

L4x6x1/4 (LLV) x 6" LONG(USE L4X8X1/4 (LLV) AT C8)

REINF JOIST SEE JOISTREINFORCING DETAIL

JOIST OR BEAMPER PLANS

NOT TO SCALECHANNEL TO JOIST TOP CHORD DETAIL

3/163 SIDES

3/16

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NUMBER:

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BEAM STABILITY BRACING DETAILNOT TO SCALE

MIN BRACE LOAD = 500LB (FACTORED).SEE PLAN FOR TYP ARRANGEMENT

BEAM PER PLANL2 1/2x2 1/2x1/4

3"

3/16" BENT PLATETERMINATE 3 1/2"FROM JOIST CL,TYP

4 1/

4"

MATCH ROOF SLOPE

ED-1NOT TO SCALE

3/16 4-12

MAT

CH

JOIS

T D

EPTH

ROOF JOIST NOTES:1. ALL JOISTS SHALL BE CAPABLE OF SUPPORTING AN ADDITIONAL 300# CONCENTRATED

LIVE LOAD LOCATED AT ANY POINT ON THE TOP OR BOTTOM CHORDS WITHOUT THEJOIST REINFORCING DETAIL IN ADDITION TO ALL LOADS SHOWN IN LOADING DIAGRAM.

2. DEAD LOADS TABULATED DO NOT INCLUDE AN ALLOWANCE FOR JOIST SELF-WEIGHT.3. JOIST DEFLECTION SHALL NOT EXCEEED 1/240 OF THE SPAN DUE TO TOTAL LOAD

NOR 1/360 OF THE SPAN DUE TO LIVE LOAD.4. STEEL JOISTS HAVE BEEN PRELIMINARY SIZED FOR GRAVITY LOADS ONLY. CONTRACTOR

SHALL CHECK AND RESIZE JOISTS AND PROVIDE ADDITIONAL BRIDGING AS REQUIREDFOR ALL UPLIFT LOADS INDICATED ON DRAWING S-005. CONTRACTOR SHALL ALSODESIGN ALL BRIDGING MEMBERS AND CONNECTIONS FOR STEEL JOISTS, ENDCONDITIONS, AND BRIDGING.

5. STEEL JOISTS SHALL BE INSTALLED TO FORM A FLAT PLANE FOR ROOF DECK ATTACHMENT.PROVIDE JOIST MODIFICATIONS AND SHIMS AS REQUIRED.

6. UNLESS NOTED OTHERWISE, ALL JOISTS SUPPORTING THE ROOF DECK SHALL BE FIELDWELDED TO SUPPORTING MEMBERS. THESE WELDS SHALL BE VERIFIED BY THE JOISTMANUFACTURER. FOR DESIGN WIND PRESSURES SEE DRAWING S-005.

7. DISTRIBUTED LOAD VALUES ARE PER UNIT AREA. CONTRACTOR SHALL DETERMINETRIBUTARY WIDTH AND CORRESPONDING LOAD PER UNIT LENGTH FOR EACH JOISTSHOWN ON DRAWINGS AND SHALL DESIGN JOISTS ACCORDINGLY.

8. W2, W3, AND W5 SNOW LOADS SHALL BE APPLIED SIMULTANEOUSLY BUT NOT INCOMBINATION WITH W1 SNOW LOADS.

LOADING DIAGRAM FOR K SERIES JOISTNOT TO SCALE

ALL JOISTS ARE DESIGNATED "SP"

SPANCL SUPPORT CL SUPPORT

W2

W1

P1 ANYWHERE ALONG SPAN

A C

B

W4

D

W3

W5

JOIST EXTENDEDEND PER PLAN/SECTIONTYPE R3 UNO

BEAM STABILITY BRACING DETAILNOT TO SCALE

BEAM PER PLAN

MIN BRACE LOAD = 500LB (FACTORED).SEE PLAN FOR TYP ARRANGEMENT

11

L2 1/2x2 1/2 x1/4

ROOF DECK

0' -

4"

4 1/

4"

TYPICAL BRIDGING CONDITIONSNOT TO SCALE

WIDE FLANGE BEAMJOISTS

BRIDGING

NOTE:"K" SERIES JOIST BRIDGING SHOWN, "LH" JOISTSREQUIRE BOLTED DIAGONAL BRIDGING.BRIDGING SHALL BE PER SJI SPECIFICATIONS

REINFORCING L1 1/2x1 1/2x3/16EACH SIDE OF JOIST WEB ATCONCENTRATED LOADS NOTOCCURING AT JOIST PANEL POINT

P

P

JOIST REINFORCING DETAILNOT TO SCALE

NOTE:USE FOR LOADS FROM BRACING,PIPING, MECH DUCTS, MECH UNITS,ETC, WHEN "P" IS GREATER THAN 300#

CL JOIST SEAT

TYPICAL JOIST SEAT PLATE (SLOPED/SKEWED)NOT TO SCALE

3" 3"

AS R

EQU

IRED

1/4" BENT PL

4 1/

4"

TYPICAL BRIDGING CONDITIONSNOT TO SCALE

WIDE FLANGE BEAMJOISTS

BRIDGING

WALL

HORIZONTALBRIDGINGAT WALL

NOTE:"K" SERIES JOIST BRIDGING SHOWN, "LH" JOISTSREQUIRE BOLTED DIAGONAL BRIDGING.BRIDGING SHALL BE PER SJI SPECIFICATIONS

TYPICAL DECK RIDGE PLATENOT TO SCALE

DECK RIDGE (OR VALLEY)PLATE, SEE SECTION 05 30 00

WP EL

4 1/

4" B

EAR

ING

SEA

T

DEA

PTH

PER

PLA

N

4 1/

4" B

EAR

ING

SEA

T

SPAN PER PLAN

PER PLAN

OVERHANG

123

TYPICAL JOIST PROFILENOT TO SCALE

GRID GRID

4 1/

4" B

EAR

ING

SEA

T

PER PLAN

OVERHANG

123

TYPICAL OPEN WEB DOUBLE PITCH JOIST PROFILENOT TO SCALE

1' -

1"

GRID GRIDGRID

2' -

0"

EQ EQSPAN PER PLAN

DCL SUPPORT CL SUPPORT

W1

C A

W3

W4

B

P1 ANYWHERE ALONG SPAN

LOADING DIAGRAM FOR DOUBLE PITCHED ROOF JOISTNOT TO SCALE

W2

NOTE: W2, W3, AND W4 SNOW LOADS SHALL BE USED SIMULTANEOUSLY BUT NOT IN COMBINATION WITH W1 SNOW LOADS.

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JOIST SCHEDULE

JOISTTYPE

SPAN(MAX)

W1W2 SNOW

LOAD(PSF)

W3 SNOWLOAD(PSF)

W4 SNOWLOAD(PSF)

W5 SNOWLOAD(PSF)

P1(LB)

"A"(FT)

"B"(FT)

"C"(FT)

"D"(FT) COMMENTS

DEADLOAD(PSF)

LIVELOAD(PSF)

SNOWLOAD(PSF)

COLLATERALLOAD (PSF)

10K1SP2 10' - 4" 12 20 25 8 - - - - 300 - - - -12K1SP1 15' - 8" 12 20 25 8 - 10 - - 300 - - 15'-8" -12K1SP2 15' - 6" 12 20 25 8 - - - - 300 - - - -12K1SP3 15' - 8" 12 20 25 8 8.4 10 - - 300 15'-8" - 15'-8" -16K4SP 20' - 8" 12 20 25 8 7.5 25 - 13 300 10'-4" 8'-0" 10'-4" - SEE NOTE 818K3SP 9' - 2" 12 20 25 8 - - - - 300 - - - - SEE NOTE 818K9SP 25' - 10" 12 20 25 8 7.5 25 - 13 300 12'-11" 8'-0" 12'-11" -24K4SP 34' - 0" 12 20 25 8 9.6 10 25.9 - 300 34'-0" - 34'-0" 6'-0"24K7SP 34' - 0" 12 20 25 8 10 - 25.9 - 300 15'-0" - - 6'-0"28K6SP 47' - 6" 12 20 25 8 21.6 - 29 - 300 6'-9" - - 6'-9"28K10SP 47' - 6" 12 20 25 8 - - - - 300 - - - -28K12SP 47' - 6" 12 20 25 8 10 - 29 - 300 15'-0" - - 6'-9"

DOUBLE PITCHED ROOF JOIST SCHEDULE

SPAN(MAX)

W1W2 SNOW

LOAD(PSF)

W3 SNOWLOAD(PSF)

W4 SNOWLOAD(PSF)

P1(LB)

"A"(FT)

"B"(FT)

"C"(FT)

"D"(FT)

DEADLOAD(PSF)

LIVELOAD(PSF)

SNOWLOAD(PSF)

COLLATERALLOAD (PSF)

51' - 8" 12 20 25 8 7.5 25 13 300 12'-11" 8'-0" 12'-11" 51'-8"

STANDARD OPENING SECTION

3/16 1"

3/16

3/16 1"

OPENINGBETWEENFLUTES

OPENING CUTTINGONE FLUTE ONLY

UP TO 24" OPENINGPERPINDICULAR TO DECK

OPENING GREATER THAN24" AND UP TO 60"

OPENINGS BETWFLUTES. NOREINF REQD

14 GAGE GALVSTEEL PL FASTENEDTO DECK FLUTESTOP OR BOT

2 FLUTES MINTO REMAINBETWEENOPENINGS

1'-2

"M

AX

2'-0"MAX

JOIST OR BEAM

C4x5.4 (FLANGES DOWN)FASTENED TO UNDERSIDEOF DECK W/ #12 GALVSELF-DRILLING SCREWAT EACH FLUTE. EXTENDC4 A MIN OF 3 FLUTES ONEACH SIDE OF OPENING

NOTES:1. SEE ARCH, MECH, AND ELEC DWGS FOR LOCATIONS AND SIZES OF OPENINGS.2. SEE STRL PLANS FOR FRAMING AT OPENINGS GREATER THAN 5'-0" IN ANY DIRECTION.

JOIST OR BEAM

C4x5.4 SPANBETWEENSTEEL JOISTOR BEAM.

C4x5.4 AT EDGE OFOPENING ATUNDERSIDEOF DECK

METAL ROOF DECK

L4x4x1/4 x 0'-6"

STL BM/JOISTC4x5.4

1"1"

ROOF DECK OPENING DETAILSNOT TO SCALE

3/16

0' -

2 3/

8"0'

- 2

3/8"

0' -

2 3/

8"

T/30'

- 1

1/8" T/4

0' - 0 1/4"1/8" TO 1/4" SEALED(FORMED)

3/4"

X X X X

T

0' -

1 1/

8" T/4

0' - 0 1/4"1/8" TO 1/4" SEALED(SAWED OR FORMED)

X X X X

T

SEE SLABJOINTDETAIL

CONSTRUCTION JOINT (CJ)

CONTRACTION JOINT (CTJ)

NOTE:CONTINUE REINFORCEMENT THROUGHJOINT UNO

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1' - 1" 1/2" 3" 3" 3"1/2"3" 3" 3"

3"3"

3"3"

3/8" PLATEEACH SIDE

1" DIAMETER A325-SC BOLTS3/4" PLATE

1' -

1"

3/83/8

HSS6x6x3//8 BRACE END CONNECTION

1' - 6" 1/2" 2" 4" 2"1/2"2" 4" 2"

2"4"

4"4"

2"

3/8" PLATEEACH SIDE

1" DIAMETER A325-SC BOLTS

3/4" PLATE

1' -

5"

3/83/8

HSS8x8x3/8 BRACE END CONNECTION

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1 1

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NOT TO SCALE NOT TO SCALE

ROOF DECK PER PLAN

JOIST PERPLAN, TYP

BEAM PER PLAN, TYPMETAL STUD PER ARCH

WT4x12, LOCATE 1'-6"FROM COLUMN @ 3'-0" OC

3/16METAL STUD SUPPLIERTO PROVIDE VERTICALSLIP CONNECTION L5x5x3/8 CONT W/ (2)

3/4" A325 BOLTS LSL

GRID

312

*SIMILAR AT END WALL AT BEAMS

1 #12 SCREW MINIMUMEACH SIDE OF STUD

18 GA. MINIMUMBOTTOM TRACK

CONCRETE FOUNDATIONWALL OR FLOOR SLAB

2 0.157"x1" POWDER ACTUATEDFASTENERS OR 1/4" TAPCONSCREWS MINIMUM WITHIN 2" OFSTUD WEB AT EACH STUD LOCATION

STEEL STUD

1 #12 SCREW MINIMUMEACH SIDE OF STUD

18 GA. MINIMUMBOTTOM TRACK

STRUCTURAL STEEL

2 #12 SELF TAPPING SCREWSOR 2-0.145 POWDER ACTUATEDFASTENERS MINIMUM WITHIN 2"OF STUD WEB AT EACH STUD

STEEL STUD

ROOF DECK PER PLAN

BEAM PER PLAN, TYPMETAL STUDWALL PER ARCH

WT4x12, LOCATE 1'-6"FROM COLUMN @ 3'-0" OC

3/16

METAL STUD SUPPLIERTO PROVIDE VERTICALSLIP CONNECTION

L5x5x3/8 CONT W/ (2)3/4" A325 BOLTS LSL

GRID

CONC SLABPER PLAN

BEAM PER PLAN

TYPICAL TOP SLIPTRACK CONNECTIONTO STEEL

GRID SLAB EDGEPER PLANTYPICAL BOTTOM

TRACK CONNECTIONTO CONCRETE

STEEL STUD WALLHORIZ HSS SUPPORTPER ELEVATIONS

SLIP CONN ATEACH STUD

GRID

CONT 3/16"BENT PLATE 3"

STEEL STUD WALL

11 5/8" @ W18 COLUMNS

6 5/8" @ W10 COLUMNS

3"

3/16 4-12

#8 BY 9/16" WAFERHEAD SELF TAPPINGSCREW EACH SIDE 16 GA. MINIMUM

TOP SLIP TRACK(3/4" DEFLECTION)

2 #12 SELF TAPPING SCREWSOR 2-0.145 POWDER ACTUATEDFASTENERS MINIMUM WITHIN 2"OF STUD WEB AT EACH STUD

STEEL WALL STUD

STRUCTURAL STEEL

STRUCTURAL STEEL STUD WALL NOTES1.

STRUCTURAL STUDS SHALL BE AS FOLLOWS:2.

3.

4.

5.

6.

S

ALL TRACK OF ALL STRUCTURAL STUD WALLS SHALL BE 16 GAGE MINIMUM.

a. ALL EXTERIOR NON LOAD-BEARING WALL FRAMING : PER SCHEDULE

FASCIA & SOFFIT FRAMING: PER SCHEDULEb.

AT TRACK BUTT JOINTS, ABUTTING PIECES OF TRACK SHALL BE SECURELYANCHORED TO A COMMON STRUCTURAL ELEMENT OR THEY SHALL BE SPLICEWELDED TOGETHER.

ALL STRUCTURAL STUD WALLS SHALL HAVE ROWS OF HORIZONTALBRIDGING INSTALLED AT A MAXIMUM OF 4'-0" O.C., SEE TYPICAL DETAIL.

ALL WELDING SHALL CONFORM TO THE PROVISIONS OF AWS D1.1 ANDANSI/AWS D1.3 - 98. WHERE THE WELD THROAT IS NOT SHOWN ON THEDRAWINGS, THE WELD THROAT SHALL BE AT LEAST AS LARGE AS THE THICK-NESS OF THE THINNEST SHEET JOINED. ALL WELDS SHALL PROVIDE COMPLETEFUSION OF THE SHEETS WITHOUT "BLOWOUTS".

STRUCTURAL STUDS ARE DEFINED AS STEEL STUDS USED IN EXTERIOR WALLFRAMING, AND FASCIA/SOFFIT FRAMING.

STUD SCHEDULE (MIN STUD PROPERTIES)

LOCATION STUD Fy (ksi)MINIMUM

MINIMUMSECTION

MODULUS (in )3

MINIMUMMOMENT

OF INERTIA (in )4

EXTERIOR WALLS 600S200-54 50 1.106 3.319

SOFFIT 400S162-33

MAXIMUMHEIGHT/LENGTH

14' - 0"

33 0.322 6' - 0"0.918

7. WALL SLIDE CLIPS AT EXTERIOR WALL STUDS TO SUPPORT 750 POUNDMINIMUM UNFACTORED WORKING LOAD.

SPACING

16"

16"

8. ALL CONNECTOR AND CONNECTOR COMPONENTS SHALL HAVE CURRENTICBO ESR REPORTS.

STEEL STUDFRAME WALL

CONTINUOUSBRIDGINGCHANNEL

METAL CLIP ANGLEOR OTHER SSMAAPPROVED METHOD

1/16TYP

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TYPICAL STUD WALL AT ROOF JOIST

TYPICAL BOTTOM TRACK CONNECTION TOCONCRETE

TYPICAL BOTTOM TRACK CONNECTION TOSTEEL

TYPICAL STUD WALL AT ROOF BEAM TYPICAL STUD WALL AT FLOOR SLAB TYPICAL STUD WALL AT HSS SUPPORT

TYPICAL TOP SLIP TRACK CONNECTION TOSTEEL TYPICAL BRIDGING

SHEATHINGSEE ARCH

600S200-54 EXTERIORSTEEL STUDS, 16"MAXIMUM SPACING

RIGID INSULATIONSEE ARCH

1 NO. 9 WIRE HORIZONTALJOINT REINFORCEMENTAT 16" O.C. VERTICALLY

AR

CH

PER

6"

BRICK MASONRYFACADE

NOTE 4

BRICK EXPANSIONJOINT LOCATIONSEE ARCH DWGS

NOTE 2C

NOTE 2B

NOTE 2A

NOTES:1. DETAIL IS FOR USE WHERE BRICK MASONRY FACADE IS REQUIRED.

SEE ARCHITECTURAL SHEETS FOR MASONRY FACADE TYPE.2. HOHMANN & BARNARD OR APPROVED EQUAL MASONRY VENEER

ANCHOR PRODUCTS:2A. VBT - VEE BYRNA TIE2B. X-SEAL VENEER ANCHOR WITH SCREWS TO STUD2C. SEISMICLIP

3. MASONRY VENEER ANCHORS TO BE SPACED AT EACH STUDHORIZONTALLY AND AT 16" MAXIMUM VERTICAL SPACING.

4. TERMINATE JOINT REINFORCEMENT 2" EACH SIDE OF JOINT.

3/8"

SEALANT (SEE JOINTSEALANT SPECIFICATIONS)

3/8"

MASONRY FACADEEXTERIOR FACE

BACKING ROD NO MORTAR BEHINDBACKING ROD

0' -

1"

1" TYP, SEE TYPICAL SHELFANGLE AT SLOPED SUPPORTFOR SLOPED CONDITIONS

CONT L7X4X1/2

3/16 4-123/16 4-12

HSS PER PLANSAND ELEVATIONS

2' - 8"

8" T

YP

123

HSS

L7X4X1/2

3/16 4-123/16 4-12

NOTES:1. ALL SHELF ANGLES FOR EXTERIOR BRICK VENEER SHALL

BE GALVANIZED. PROVIDE IN 10'-0" MAXIMUM LENGTHSWITH 1/16" GAP BETWEEN SEGMENTS. AT CORNERS,LENGTH SHALL NOT BE LESS THAN 4'-0"4"

SEE ARCH DWGS

6' - 8" MAX OPENING WIDTH 4"

ELEVATION

WT4X12 (GALV)

WT4 MORTAREDTIGHT TO BRICK

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TYPICAL BRICK MASONRY FACADEEXPANSION JOINT DETAIL

TYPICAL EXPANSION JOINT DETAIL

TYPICAL MASONRY SHELF ANGLE AT HSSDETAIL

TYPICAL MASONRY SHELF ANGLE ATSLOPED SUPPOR DETAIL

TYPICAL LOOSE LINTEL

AT 12" OCEACH SIDE

DOUBLE 600S200-54 STUDS AT EACH JAMB

16 GAGE BOTTOM TRACK

(4) NO 12 SCREW

16GA, 4"x4"x0'-4" ANGLE

(4) 0.157"Øx1 1/4", POWER ACTIVATED FASTENEROR 1/4" TAPCON SCREWS AT EACH JAMB

14' -

0" ±

MA X

6' -

0"

MAX

4' - 0"

DOUBLE 600S200-54STUDS AT EACH JAMB

600S200-54STUDS AT 16" OC

16 GAGEBOTTOM TRACK

DOUBLE 600S200-54STUDS AT HEAD AND SILL

DOUBLE 600S200-54STUDS AT HEAD AND SILL

SEE TYPICAL ATFPWINDOW FRAMING BASECONDITION DETAIL FORCONN SIMILAR

BUR

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ATFP WINDOW FRAMING BASE CONDITION -STUD WALL

ATFP 4X6 MAX OPENING

3 4 5 9 11 1272 6 8 10

A

B

C

E

F

D

E.8

D8S-300

1

14' - 7" 16' - 6" 18' - 0" 12' - 6" 13' - 6" 12' - 4" 11' - 6" 13' - 6" 7' - 10" 2' - 6" 15' - 6" 10' - 6" 2' - 0"

150' - 9"

F1F4 F2

F11 F5 F6

F1

F7

F8

F9F1

F1

F1

F1

F4

F10F1 F1 F1 F1

F3 F3

F12

F4F1F1F1F1

F1 F1

F7 F6 F6

F1

2' -

0"23

' - 1

0"10

' - 2

"15

' - 8

"25

' - 0

"22

' - 6

"9'

- 11

"99

' - 2

"

20' - 2 1/2" 12' - 0" 7' - 1 1/2" 6"

11.8

10' - 0"

C2C3C3 C3

C3C3C3C3C2C3

C2

C3

C3

C3

C3

C3C3

C1

C3

C3

C1

C3

C1

C1C1

C1

C1

C1

C1C1C1

C1

C3

C3C3

C4 C4

C1

NOTE 3

NOTE 14 TYP

NOTE 15

NOTE 4

NOTE 9 NOTE 9

NOTE 17

NOTE 4

6"

2' -

0"

-1'-6"

-1'-6"

-1'- 6

"

-1'- 6

"

NOTE 8, TYP

NOTE 15

NOTE 16

NOTE 2

NOTE 10, TYPAT EXT DOORS

B1S-300

1' -

8"23

' - 1

0"1'

- 8"

1' - 8"

2' - 1"

2' -

1"

2' - 1"

2' -

1"

NOTE 4

TOF EL = 97'-6" ATCOMPUTER ROOM

2' -

1"

2' - 1"

TOF EL = 95'-0" ATELEVATOR PIT

1' -

8"

1' - 8"

8' - 10 7/8" 1' - 0 3/4"

8' -

6"

STEP FTGPER TYP DTL

17' - 7 5/8" 24' - 11 1/4"

9 5/

8"24

' - 2

3/8

"1'

- 3

1/4"

TOF EL = 99'-0", UNO1' - 8"

1' -

8"

97' - 5" 2' - 3"

WF1

WF1 WF1WF1WF1 WF1 WF1

WF1

WF1

WF1

WF1

WF1WF1WF1WF1WF1

WF1

WF1

WF1

WF1

WF1

9.8

21' - 4"

NOTE 18

C1

D3S-300

D3S-300

D3S-300

D3S-300

TOF EL 99' - 0"TOF EL 99' - 0"TOF EL 99' - 0"

TOF EL 99' - 0"TOF EL 99' - 0"

TOF EL 99' - 0"

TOF EL 99' - 0"

TOF EL 99' - 0"

TOF EL 99' - 0"

TOF EL 99' - 0"

TOF EL 99' - 0"

TOF EL 99' - 0"

TOF EL 99' - 0"

TOF EL 99' - 0"

D5S-300

B7S-300

D1S-300

F3F3

F3

17' - 5" 14' - 11 5/8"

4' -

9"10

' - 1

1"

1' -

9"

WF1

NOTES:1. SEE DWG S-001 AND S-002 FOR GENERAL STRUCTURAL NOTES,

SEE DWG S-003 FOR ABBREVIATIONS AND KEY,SEE DWG S-004 FOR SPECIAL INSPECTION REQUIREMENTS,SEE DWG S-005 FOR WIND AND SNOW ISO,SEE DWG S-006 FOR TYPICAL FOUNDATION DETAILS,SEE DWG S-007 FOR TYPICAL CONCRETE DETAILS,SEE DWG S-008 FOR TYPICAL SLAB ON GRADE DETAILS,SEE DWG S-009 FOR TYPICAL STEEL FRAMING DETAILS,SEE DWG S-010 FOR TYPICAL JOIST DETAILS,SEE DWG S-011 FOR TYPICAL ELEVATED SLAB DETAILS,SEE DWG S-012 FOR TYPICAL BRACING DETAILS.SEE DWG S-013 FOR TYPICAL METAL STUD DETAILS,SEE DWG S-014 FOR TYPICAL MASONRY VENEER DETAILS,SEE DWG S-015 FOR TYPICAL ATFP WINDOW DETAILS.

2. SLAB ON GRADE AT OFFICE/CLASSROOM/COMPUTER ROOMSHALL BE 4 INCH THICK CONCRETE SLAB REINFORCED WITH6X6:W2.9XW2.9 WWF ON 10 MIL VAPOR BARRIER ON 4 INCHTHICK AGGREGATE BASE COURSE.

3. SLAB ON GRADE AT MECHANICAL/ELECTRICAL ROOMS ROOMSHALL BE 6 INCH THICK CONCRETE SLAB REINFORCED WITH6X6:W2.9XW2.9 WWF ON 10 MIL VAPOR BARRIER ON 4 INCHTHICK AGGREGATE BASE COURSE.

4. SIMULATOR AND BOOM TRAINER ROOMS ROOM SHALL BE8 INCH THICK CONCRETE SLAB REINFORCED WITH #4 BARS AT18 INCHES ON CENTER EACH WAY ON 10 MIL VAPOR BARRIERON 4 INCH THICK AGGREGATE BASE COURSE.

5. XX INDICATES BRACES BAY LOCATIONS. SEE BUILDINGELEVATIONS FOR GEOMETRY.

6. F#, WF#, AND C# INDICATES FOOTING TYPE, WALL FOOTINGTYPE, AND COLUMN, SEE FOUNDATION SCHEDULES AND FORCOLUMN SCHEDULE THIS DWG.

7. GROUND FLOOR DATUM ELEVATION 100.00. TOP OF FOOTINGELEVATION 97'-6" TYPICAL UNO. LOWER FOOTINGS ATELEVATOR PIT AND RECESSED COMPUTER FLOOR ASREQUIRED PER SECTIONS.

8. PROVIDE #4 X 4’-0” CENTERED IN SLAB AT RE-ENTRANTCORNERS AND DISCONTINUOUS JOINTS.

9. ISOLATED SIMULATOR FOUNDATION.10. AT EXTERIOR DOORS, USE #4 BARS AT SLAB.11. SEE ARCHITECTURAL AND CIVIL DWGS FOR EXTERIOR

SIDEWALKS, PAVING, AND STOOPS.12. INDICATES ELEVATION CHANGE.13. SEE MECHANICAL AND ELECTRICAL DWGS FOR LOCATIONS AND

SIZES OF EQUIPMENT PADS, SEE DWG S-004 FOR TYPICAL PADDETAIL.

14. SLAB ON GRADE CONTROL JOINTS AND CONSTRUCTION JOINTS, SEE TYPICAL DETAILS ON DWG S-006. SLAB ON GRADE CONSTRUCTION JOINT LAYOUTS TO BE DETERMINED BY THE CONTRACTOR AND REVIEWED AND APPROVED BY THE CONTRACTING OFFICER. COORDINATE JOINTS AROUND FINALIN-SLAB UTILITY TRENCH LAYOUT AND SIMULATORFOUNDATIONS. CONTRACTOR TO SUBMIT SLAB PLACEMENTPLAN AND PROCEDURES FOR REVIEW AND APPROVAL.

15. STAIRS, SEE ARCHITECTURAL DWGS.16. ELEVATOR PIT, SEE ARCHITECTURAL DWGS.17. UTILITY TRENCH PER SECTION X/S-XXX.18. PROVIDE TWO HSS6X6X3/8 ELEVATOR SUPPORT TUBES EACH

SIDE. COORDINATE EXACT LAYOUT WITH ELEVATOR SUPPLIER.SEE SECTION X/S-XXX

1'-4"1'-4"

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A1 FOUNDATION PLAN0 4' 8' 16'

SCALE:1/8"=1'

ISOLATED FOOTING SCHEDULEID WIDTH LENGTH THICKNESS REINFORCINGF1 5' - 0" 5' - 0" 1' - 0" 5-#7 EW BOTF2 7' - 0" 7' - 0" 3' - 0" 7-#7 EWF3 5' - 0" 5' - 0" 2' - 6" 5-#7 EWF4 8' - 0" 8' - 0" 3' - 0" 8-#7 EWF5 9' - 0" 9' - 0" 3' - 0" 9-#7 EWF6 10' - 0" 10' - 0" 3' - 0" 10-#7 EWF7 11' - 0" 11' - 0" 3' - 0" 11-#7 EWF8 12' - 0" 12' - 0" 3' - 0" 12-#7 EWF9 17' - 6" 7' - 0" 3' - 0" #7@12" OC EWF10 18' - 0" 8' - 0" 3' - 0" #7@12" OC EWF11 19' - 6" 7' - 0" 3' - 0" #7@12" OC EWF12 14' - 0" 10' - 0" 3' - 0" #7@12" OC EW

COLUMN SCHEDULEID COLUMN SIZE ANCHORAGE BASE PLATE TYPEC1 W18X65C2 W10X49C3 W10X33C4 HSS6X6X1/4C5 HSS8X8X1/4

WALL FOOTING SCHEDULEID WIDTH THICKNESS REINFORCING

WF1 2' - 6" 1' - 0" 3-#5 CONT

3 4 5 9 11 1272 6 8 10

A

B

C

E

F

D

E.8

1

2' -

0"23

' - 1

0"10

' - 2

"15

' - 8

"25

' - 0

"22

' - 6

"

3EQ SP

14' - 7" 16' - 6" 18' - 0" 12' - 6" 13' - 6" 12' - 4" 11' - 6" 13' - 6" 7' - 10" 2' - 6" 15' - 6" 10' - 6" 2' - 0"

24K7

SP

24K7

SP

24K7

SP

24K7

SP

24K4

SP

W14

X22

W16

X26

(LO

W)

W14X22 (LOW)

W21X57

W21X57

W21X57

W21X57

W24X62

W14X22 W14X34

W14X34

W16X36

W16X36W24

X55

W18

X35

W24

X55

W16X31

W16X36

W16X36

W16X26W16X26W14X22

W14

X22

W21

X50

W14X22 W14X22

W16X26W21

X48

W16X26

W16X40

W14X34W14X34

W24

X55

W14X34W14X34

W16X26 W16X26

W16X57

W14X22

W10

X12

W16

X57

W12

X14

W14X22W14X22

W8X10

W14

X22

W16

X31

W12

X14

18K3

SP

18K3

SP

W14

X22

18K3

SPW14X26 W14X22

W18

X40

(LO

W)

W14X30HSS8X8X1/2 HSS8X8X1/2 HSS8X8X1/2

HSS

8X8X

1/2

HSS

8X8X

1/2

W16

X31

W24

X55

W14X22 (LOW)

W12X22

W24

X55

W24

X55

.HSS4X4X1/4

20' - 2 1/2" 12' - 0" 7' - 1 1/2" 6" 10' - 0" 2' - 0"10' - 0" 24' - 6"

6' -

7 3/

8"

11.8

6' -

7 3/

8"6'

- 11

3/8

"8'

- 11

1/4

"9' - 5 5/8" 9' - 0 13/16"

2EQ

SP

15' -

8"

3EQ

SP

25' -

0"

3EQ

SP

22' -

6"

4 EQ SP

19' - 6" 2' - 0"6"

4' - 6"6"

3 EQ SP

7' - 6"

NOTE 8

NOTE 9

NOTE 8

NOTE 4

OPEN

NOTE 5

NOTE 10 NOTE 10

CR

ANE

BEAM

CR

ANE

BEAM

W14X26 (HIGH) W16X40 (HIGH)

NOTE 7

JOIST BEARINGEL 124'-0"

JOIST BEARINGEL 115'-6"

JOIST BEARINGEL 13' 10 1/2"

4' -

2" O

VER

HAN

G

W16X26 W16X26

9.8

HSS4X4X1/4HSS4X4X1/4

NOTE 11

C4S-500

E1S-500

E3S-500

C1S-500

E3S-500

24K4

SP

W14

X22

(HIG

H)

W14

X22

(HIG

H)

24K4

SP

24K4

SP

24K4

SP

24K4

SP

NOTES1. SEE DWG S-001 AND S-002 FOR GENERAL STRUCTURAL NOTES,

SEE DWG S-003 FOR ABBREVIATIONS AND KEY,SEE DWG S-004 FOR SPECIAL INSPECTION REQUIREMENTS,SEE DWG S-005 FOR WIND AND SNOW ISO,SEE DWG S-006 FOR TYPICAL FOUNDATION DETAILS,SEE DWG S-007 FOR TYPICAL CONCRETE DETAILS,SEE DWG S-008 FOR TYPICAL SLAB ON GRADE DETAILS,SEE DWG S-009 FOR TYPICAL STEEL FRAMING DETAILS,SEE DWG S-010 FOR TYPICAL JOIST DETAILS,SEE DWG S-011 FOR TYPICAL ELEVATED DECK DETAILS,SEE DWG S-012 FOR TYPICAL BRACING DETAILS.SEE DWG S-013 FOR TYPICAL METAL STUD DETAILS,SEE DWG S-014 FOR TYPICAL MASONRY VENEER DETAILS,SEE DWG S-015 FOR TYPICAL ATFP WINDOW DETAILS.

2. GROUND FLOOR DATUM ELEVATION 100.000. TOP OF SECONDFLOOR CONCRETE SLAB IS ELEVATION 114.00. TOP OF LOWROOF VARIES WITH SLOPE, SEE PLANS AND ELELVATIONS FORJOIST BEARING AND STEEL ELEVATIONS. TOP OF BOOMTRAINER CRANE BEAM CORBELS (BOTTOM OF CRANE BEAMS)STEEL ELEVATION 125.00.


4. FLOOR DECK IS 2 INCH THICK CONCRETE SLAB ON 3 INCH20 GAGE COMPOSITE STEEL FLOOR DECK (6 INCHES TOTAL)PER GENERAL NOTES AND TYPICAL DETAIL ON DRAWING S-008.

5. ROOF DECK IS 1-1/2 INCH DEEP BY 20 GAGE TYPE B ROOFDECK, SEE GSN.

6. SEE DRAWING S-011 FOR TYPICAL FLOOR AND ROOFOPENING FRAMING.

7. JOIST BRIDGING PER MANUFACTURERS REQUIREMENTS,TYPICAL. THE STEEL JOIST SUPPLIER SHALL PROVIDE ALLNECESSARY JOIST BRIDING AND MEANS OF ATTACHMENT.

8. STAIRS, SEE ARCHITECTURAL DRAWINGS.9. ELEVATOR, SEE ARCHITECHTRAL DRAWINGS.10. 1-TON TOP RUNNING OVERHEAD BRIDGE CRANE AT BOOM

TRAINER ROOMS, SEE DRAWING S-104.11. PROVIDE TWO HSS6X6X3/8 ELEVATOR SUPPORT TUBES EACH

SIDE. COORDINATE EXACT LAYOUT WITH ELEVATOR SUPPLIER.SEE SECTION X/S-XXX

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A1 LOW ROOF/FIRST FLOOR FRAMING PLAN0 4' 8' 16'

SCALE:1/8"=1'

3 4 5 9 11 1272 6 8 10

A

B

C

E

F

D

1

16' - 6" 18' - 0" 12' - 6" 13' - 6" 12' - 4" 11' - 6" 13' - 6" 7' - 10" 2' - 6" 15' - 6" 10' - 6" 2' - 0"

34' - 6" 101' - 8"

25' -

10"

10' -

2"

15' -

8"

25' -

0"

22' -

6"

51' -

8"

47' -

6"

12K1

SP1

12K1

SP1

12K1

SP1

12K1

SP1

12K1

SP3

W14

X22

W14

X22

W14

X22

W14X22 W18X55 W18X55 W18X55 W16X40 W14X38 W14X22

W14

X30

W14

X26

W21X55W18X35W21X62W21X73

HSS

8X8X

1/2

HSS

8X8X

1/2

HSS8X8X1/2 HSS8X8X1/2 HSS8X8X1/2 HSS8X8X1/2 HSS8X8X1/2

HSS

8X8X

1/2

HSS

8X8X

1/2

28K1

0SP

28K1

0SP

28K1

0SP

28K1

0SP

28K6

SP

28K1

2SP

28K1

2SP

28K1

2SP

28K1

2SP

28K1

2SP

28K1

2SP

28K1

2SP

28K1

2SP

28K1

2SP

28K1

2SP

28K1

2SP

28K1

2SP

28K1

2SP

28K1

2SP

28K1

2SP

28K1

2SP

28K1

2SP

28K1

2SP

28K1

2SP

28K1

2SP

W14X22

HSS

4X4X

1/4

HSS

4X4X

1/4

11.8

4EQ SP

19' - 6"

6EQ SP

15' - 0"

5EQ SP

26' - 0"

5EQ SP

23' - 10"

4EQ SP

21' - 3 5/8"

4EQ SP

18' - 6 3/8"

2EQ SP

10' - 0"

OPEN

LOW ROOFBELOW

CRANE BEAM

CRANE BEAM

NOTE 7

NOTE 6

NOTE 4

JOIST BEARING EL = 128'-0"

4' -

2" O

VER

HAN

G

W24X68

JOIST BEARING EL = 139' 10 1/2"

HSS

4X4X

1/4

JOIST BEARINGEL = 135' 11 1/2"

W14X22

4' -

2" O

VER

HAN

G

C6S-500

9.8

NOTE 9NOTE 8

12K1

SP3

12K1

SP3

28K6

SP

28K6

SP

C1S-500

E6S-500

C1S-500

12K1

SP3

12K1

SP3

28K6

SP

28K6

SP



2. GROUND FLOOR DATUM ELEVATION 100.000. TOP OF ROOFVARIES WITH SLOPE, SEE PLANS AND ELELVATIONS FORJOIST BEARING AND STEEL ELEVATIONS. TOP OF SIMULATOR2-TON CRANE BEAM CORBELS (BOTTOM OF CRANE BEAMS)STEEL ELEVATION 148.00.



5. SEE DRAWING S-011 FOR TYPICAL ROOF OPENINGFRAMING.


7. 2-TON TOP RUNNING OVERHEAD BRIDGE CRANE ATSIMULATOR ROOM, SEE DRAWING S-104.

8. PROVIDE TWO HSS6X6X3/8 ELEVATOR SUPPORT TUBES EACHSIDE. COORDINATE EXACT LAYOUT WITH ELEVATOR SUPPLIER.SEE SECTION X/S-XXX

9. W8X15 ELEVATOR BEAM SUPPORTED FROM ELEV HSS6X6TUBES, SEE SECTION X/S-XXX.

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A1 ROOF/BRIDGE CRANE FRAMING PLAN0 4' 8' 16'

SCALE:1/8"=1'

3 4 5 9 11 1272 6 8 10

A

B

C

E

FE.8

A1S-500

1

12' - 6" 13' - 6" 12' - 4" 11' - 6" 13' - 6" 10' - 4" 15' - 6" 12' - 6"101' - 8"

5 EQ

SP

25' -

10"

5 E Q

SP

25' -

10"

51' -

8"

16K4

SP

12K1

SP2

10K1

SP2

HSS

3X3X

1/4

HSS3X3X1/4

10K1SP2

12K1SP2

W14X34

16K4SP

18K9SP

16K4SP

12K1SP2

10K1SP2

HSS3X3X1/4

HSS

3X3X

1/4

10K1

SP2

12K1

SP2

16K4

SP

16K4

SP

12K1

SP2

10K1

SP2

HSS

3X3X

1/4

HSS

3X3X

1/4

10K1

SP2

12K1

SP2

16K4

SP

W14X34

W14X34

HSS3X3X1/4

10K1SP2

12K1SP2

16K4SP

18K9SP

16K4SP

12K1SP2

10K1SP2

HSS3X3X1/4

HSS3X3X

1/4

HSS3X3X1/4 HSS3X3X

1/4

HSS3X3X1/4

W14X34

OPEN WEB DOUBLEPITCH ROOF JOIST

5 EQ SP

25' - 10"

10 EQ SP

50' - 0"

5 EQ SP

25' - 10"

W18X35 W24X94 W18X35 W24X94 W18X35

W18

X40

W18

X40

W24X68W18X35W18X46W21X55

W18

X40

W18

X35

LOW ROOFBELOW

NOTE 4

NOTE 4

NOTE 4 NOTE 4

NOTE 6

JOIST BEARINGEL = 152' 0" TYP

T1T1

RIDGE

5' - 3" OVERHANG 5' - 3" OVERHANG

5' -

3" O

VER

HAN

G5'

- 3"

OVE

RH

ANG

A5S-500

A1S-500

A5S-500



2. GROUND FLOOR DATUM ELEVATION 100.000. TOP OF ROOFVARIES WITH SLOPE, SEE PLANS AND ELELVATIONS FORJOIST BEARING AND STEEL ELEVATIONS.



5. SEE DRAWING S-011 FOR TYPICAL ROOFOPENING FRAMING.


7. SEE DRAWING S-XXX FOR TRUSS SECTIONS AND DETAILS.8. T1 INDICATES TRUSS TYPE, SEE DRAWING ____.

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HIG

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A1 HIGH ROOF PLAN0 4' 8' 16'

SCALE:1/8"=1'

ONE-TON BRIDGE CRANE – DATA SHEET1. LOCATION: BOOM TRAINER BAYS – ROOMS 115 AND 1172. CAPACITY: 1-TON3. PROVIDE ONE BRIDGE CRANE IN EACH BOOM TRAINER BAY4. TYPE: TOP RUNNING

REQUIRED HOOK LIFT: FROM OPERATING FLOOR: 23 FEET 0 INCHESCRANE RAIL HEIGHT: FROM OPERATING FLOOR: 26 FEET 0 INCHES

5. APPROXIMATE LENGTH OF RUNWAY: 25 FEET 0 INCHES6. APPROXIMATE BRIDGE SPAN: 22 FEET 0 INCHES7. CRANE TO OPERATE: INDOORS8. CURRENT: VOLTS 460 PHASE 3 HERTZ 60 A.C9. ELECTRIC BRIDGE DRIVE: TRAVEL SPEED 120 FEET PER MINUTE,

2-STEP INFINITELY VARIABLE.10. CRANE MAXIMUM DISTANCE TO POINT OF ELECTRICAL FEED:

APPROXIMATELY 50 FEET.11. ELECTRIC TROLLEY DRIVE: TRAVEL SPEED 80 FEET PER MINUTE,

2-STEP INFINITELY VARIABLE.12. ELECTRIC HOISTS (1-TON): 4 PART SINGLE REEVED, HMI DUTY

CLASS H4, TWO-SPEED, 20/3.3 FEET PER MINUTE.13. TROLLEY HOIST ELECTRIFICATION: FESTOONED WIRE. BRIDGE

ELECTRIFICATION: INSULATED BAR CONDUCTORS14. SPAN AND BUILDING CLEARANCES ARE AS INDICATED ON PLANS.15. CONNECTION TO ELECTRICAL FEED TO BE COORDINATED WITH

CONTRACTOR AND CONTRACTING OFFICER.16. CRANE TO BE PENDENT CONTROLLED. BOTH HOISTS AND BRIDGE

TO BE CONTROLLED BY SINGLE CONTROLLER.17. CRANE SHALL HAVE UPPER AND LOWER TRAVEL LIMIT SWITCHES,

ELECTRONIC OVERLOAD SWITCHES, ROPE GUIDES, AND MECHANICALAND ELECTRICAL BRAKING SYSTEMS.

18. CONFORM TO CMAA STANDARDS19. BRIDGE CRANE SUPPLIER TO DESIGN AND DETAIL BRIDGE GIRDERS

AND RAIL. BRIDGE GIRDER CONNECTIONS TO BUILDING COLUMNS SHALLBE COORDINATED WITH THE BUILDING STEEL SUPPLIER.

20. CRANE MANUFACTURER TO SUPPLY AND ERECT BRIDGE CRANE, HOISTS,ELECTRIFICATION, CONTROLS, BRIDGE GIRDERS AND RAIL, CONNECTIONSOR BRIDGE GIRDERS TO STEEL BUILDING COLUMNS, ETC.

4 5 9 11 1276 8 10

B

C

E

F

D

11.8

24K4

SP

OPEN

NOTE 10 NOTE 10

CR

ANE

BEAM

CR

ANE

BEAM

12' - 6" 13' - 6" 12' - 4" 11' - 6" 13' - 6" 10' - 4" 15' - 6" 10' - 6" 2' - 0"

25' -

10"

10' -

2"

15' -

8"

25' -

0"

CR

ANE

BEAM

CR

ANE

BEAM

CRANE BEAM

CRANE BEAM

W18

X40

W16X26

W12

X40

W18

X40

W16X26

W14

X26

2' - 0" 2' - 0" 2' - 0" 2' - 0"

W18X40 CORBEL,TOS EL 146'-6"






SPAN

22' - 0"

SPAN

22' - 0"

W18X40 CORBELS,TOS EL 125'-0"

W18X40 CORBELS,TOS EL 125'-0"

TOS EL 125'-0"

TOS EL 125'-0"

TOS EL 125'-0"

TOS EL 125'-0"

TOS EL 125'-0"

TOS EL 125'-0"

2' -

0"47

' - 8

"2'

- 0"

CRANE COVERAGE AREA

4' - 0"

4' -

0"

4' - 0"

4' -

0"

3' - 0"

3' -

0"

3' - 0" 3' - 0"

3' -

0"

3' - 0"

TWO-TON BRIDGE CRANE – DATA SHEET1. LOCATION: SIMULATOR BAYS – ROOM 1182. CAPACITY: 2-TON3. PROVIDE ONE BRIDGE CRANE TO SERVICE BOTH SIMULATORS4. TYPE: TOP RUNNING

REQUIRED HOOK LIFT: FROM OPERATING FLOOR: 47 FEET 0 INCHESCRANE RAIL HEIGHT: FROM OPERATING FLOOR: 50 FEET 0 INCHES

5. APPROXIMATE LENGTH OF RUNWAY: 100 FEET 0 INCHES6. APPROXIMATE BRIDGE SPAN: 47 FEET 8 INCHES7. CRANE TO OPERATE: INDOORS8. CURRENT: VOLTS 460 PHASE 3 HERTZ 60 A.C9. ELECTRIC BRIDGE DRIVE: TRAVEL SPEED 120 FEET PER MINUTE, 2-STEP

INFINITELY VARIABLE.10. CRANE MAXIMUM DISTANCE TO POINT OF ELECTRICAL FEED:

APPROXIMATELY 100 FEET.11. ELECTRIC TROLLEY DRIVE: TRAVEL SPEED 80 FEET PER MINUTE, 2-STEP

INFINITELY VARIABLE.12. ELECTRIC HOISTS (2-TON): 4 PART SINGLE REEVED, HMI DUTY CLASS H4,

TWO-SPEED, 20/3.3 FEET PER MINUTE.13. TROLLEY HOIST ELECTRIFICATION: FESTOONED WIRE. BRIDGE

ELECTRIFICATION: INSULATED BAR CONDUCTORS14. SPAN AND BUILDING CLEARANCES ARE AS INDICATED ON PLANS.15. CONNECTION TO ELECTRICAL FEED TO BE COORDINATED WITH CONTRACTOR

AND CONTRACTING OFFICER.16. CRANE TO BE PENDENT CONTROLLED. BOTH HOISTS AND BRIDGE TO BE

CONTROLLED BY SINGLE CONTROLLER.17. CRANE SHALL HAVE UPPER AND LOWER TRAVEL LIMIT SWITCHES,

ELECTRONIC OVERLOAD SWITCHES, ROPE GUIDES, AND MECHANICAL ANDELECTRICAL BRAKING SYSTEMS.

18. CONFORM TO CMAA STANDARDS19. BRIDGE CRANE SUPPLIER TO DESIGN AND DETAIL BRIDGE GIRDERS AND RAIL.

BRIDGE GIRDER CONNECTIONS TO BUILDING COLUMNS SHALL BECOORDINATED WITH THE BUILDING STEEL SUPPLIER.

20. CRANE MANUFACTURER TO SUPPLY AND ERECT BRIDGE CRANE, HOISTS,ELECTRIFICATION, CONTROLS, BRIDGE GIRDERS AND RAIL, CONNECTIONSOR BRIDGE GIRDERS TO STEEL BUILDING COLUMNS, ETC.

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B2 BRIDGE CRANE PLAN0 4' 8' 16'

SCALE:1/8"=1'

TOC 100' - 0"

34591112 7 2

14' - 7"16' - 6"18' - 0"12' - 6"25' - 10"25' - 0"25' - 10"12' - 6"

1

W18X35 W24X94 W18X35 W24X94 W18X35

HSS8X8X1/2 HSS8X8X1/2HSS8X8X1/2HSS8X8X1/2HSS8X8X1/2

HSS8X8X1/2 HSS8X8X1/2 HSS8X8X1/2

HSS8X8X1/2HSS8X8X1/2HSS8X8X1/2

W18

X65

W18

X65

W18

X65

W18

X65

W18

X65

W18

X65

W10

X33

W10

X33

W10

X33

HSS8X8X1/2

HSS8X8X1/2

HSS12X8X1/2H

SS8X

8X1/

4

HSS

8X8X

1/4

HSS

8X8X

1/4

HSS

8X8X

1/4

W14X30 W14X22 W14X26 TOS EL 115' - 6"

TOS EL 128' - 0"

TOS EL 139' - 10 1/2"

TOS EL 152' - 0"

TOS EL 113' - 6"

TOS EL 133' - 0"

TOS EL 144' - 0"

BOS EL 150' - 0"

1' - 10"20' - 8"3' - 4" 3' - 4"20' - 8"1' - 10"

150' - 9"

HSS6X6X

1/4

HSS6X6X1/4

HSS6X6X1/4HSS6X6X

1/4

HSS6X6X

1/4HSS6X6X1/4

HSS6X6X1/4HSS6X6X

1/4

HSS4

X4X1

/4

HSS4X4X1/4


1' - 2"8"8"1' - 2"

HSS8X4X1/4 HSS8X4X1/4

HSS8X8X1/4

HSS

8X4X

1/4

HSS

8X4X

1/4

HSS

8X4X

1/4

HSS

8X4X

1/4

HSS

8X4X

1/4

HSS

8X4X

1/4

HSS

8X4X

1/4

HSS

8X4X

1/4

HSS8X8X1/4

TOC 100' - 0"

34 2

16' - 6"18' - 0"

34' - 6"

W14X22 W14X22

W16X40 W14X26

W14X22W14X22

HSS12X8X1/2

W10

X33

W10

X33

W10

X33

TOS EL 112' - 11 1/8"

TOS EL 124' - 0"

TOS EL 135' - 11 1/2"

HSS12X8X1/2


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D1 ELEVATION GRID G/F.8

A1 ELEVATION GRID D

0 4' 8' 16'

SCALE:1/8"=1'

0 4' 8' 16'

SCALE:1/8"=1'

TOC 100' - 0"

412 2681011.8

136' - 2"

HSS6X6X

1/4

HSS6X6X1/4

HSS6X6X1/4HSS6X

6X1/4

HSS6X6X

1/4HSS6X6X1/4

HSS6X6X1/4HSS6X6X

1/4W16X26

HSS8X8X1/2

W18X35

W18X35W24X68

W21X55


W16X26

W18X46 W21X55

W21X73

HSS8X8X1/2

W21X57

W24X68

W18

X65

W18

X65

W18

X65

W18

X65

W18

X65

W18

X65

W10

X33

W18X40 W18X40

HSS8X8X1/2

HSS12X8X1/2

HSS8X8X1/2

TOS EL 113' - 6"

TOS EL 139' - 10 1/2"

TOS EL 152' - 0"

TOS EL 144' - 0"

BOS EL 140' - 5 1/2"

BOS EL 150' - 0"

W18X40 W18X40

34' - 6"26' - 0"23' - 10"23' - 10"26' - 0"2' - 0"

TOS EL 128' - 0"

TOS EL 125' - 0"

W21X62

HSS8X4X1/4HSS8X4X1/4 HSS8X4X1/4HSS8X4X1/4

8"1' - 2" 1' - 2"8"

TOC 100' - 0"

411 26811.8 9.8

W14X22 W14X38 W16X40 W18X55 W18X55 W18X55 W14X22

HSS6X6X1/4

W14X22W16X26W16X26W14X22W14X22W14X22W14X22

HSS8

X8X1

/2

HSS6X

6X1/

4 HSS6X6X1/4

W10

X33

W10

X49

W10

X33

W10

X33

W10

X33

W10

X33

W10

X33

W10

X33

34' - 6"26' - 0"23' - 10"21' - 4"18' - 0"10' - 6"

134' - 2"

TOS EL 113' - 6"

TOS EL 128' - 0"

10' - 0"10' - 0"

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C1 ELEVATION GRID C0 4' 8' 16'

SCALE:1/8"=1'

A1 ELEVATION GRID A0 4' 8' 16'

SCALE:1/8"=1'

TOC 100' - 0"

ABCE DE.8

HSS8X8X1/2 W18X40 W16X31 W21X50 W14X22

HSS8X8X1/2

HSS8X8X1/2

HSS8X8X1/2HSS8X8X1/2HSS8X8X1/2

W14X22W14X22

HSS4X4X1/4

HSS4X4X1/4

HSS4X4X1/4

W10

X33

W10

X33

W10

X33W14X22

W14X22

W10

X33

W10

X49

W10

X33

W14X22

TOS EL 113' - 6"

TOS EL 128' - 0"

TOS EL 124' - 4 1/2"

23' - 10" 10' - 2" 15' - 8" 25' - 0" 22' - 6"

97' - 2"

TOS EL 115' - 10 1/4"

TOS EL 136' - 4"

TOS EL 140' - 2 3/4"

TOS EL 128' - 4 3/8"

TOS EL 121' - 9 1/4"

TOS EL 133' - 11 3/4"

TOC 100' - 0"

ABCEF D

W24X55 W24X55W16X26

W12X40


W14X22

W14X22W16X31


HSS12X8X1/2

HSS8

X8X1

/2

HSS8X8X1/2

HSS6X6X1/4

HSS6X6X

1/4

HSS6X6X

1/4HSS6X6X1/4

HSS6X6X1/4HSS6X6X

1/4

HSS8X8X1/2

W18X40W18X35

W18

X65

W18

X65

W10

X33

W18

X65

W10

X33

W10

X33

W14X22HSS12X8X1/2

W16X26 TOS EL 113' - 6"

TOS EL 128' - 0"

TOS EL 125' - 0"

TOS EL 128' - 0"

BOS EL 132' - 0"

TOS EL 144' - 0"

TOS EL 139' - 10 1/2"

TOS EL 152' - 0"BOS EL 150' - 0"HSS8X8X1/2

HSS12X8X1/2

HSS12X8X1/2

W18X40W18X40

25' - 10" 10' - 2" 15' - 8" 25' - 0" 22' - 6"

99' - 2"

HSS

8X4X

1/4

HSS8X4X1/4

HSS8X4X1/4

HSS8X4X1/4

10" 4" 4" 10"

28K12SP

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D1 ELEVATION GRID 2

A1 ELEVATION GRID 4

0 4' 8' 16'

SCALE:1/8"=1'

0 4' 8' 16'

SCALE:1/8"=1'

TOC 100' - 0"

ABCEF

HSS8X8X1/2

HSS6X6X

1/4

HSS6X6X1/4

HSS8X8X1/2

HSS6X6X

1/4

HSS6X6X1/4

HSS6X6X1/4HSS6X6X

1/4

HSS8X8X1/2

HSS6X6X

1/4HSS6X6X1/4

W18X40 W18X40

HSS8X8X1/2

HSS8X8X1/2

HSS8X8X1/2

HSS12X8X1/2

HSS8X8X1/2

HSS8X8X1/2W

18X6

5

W18

X65

W18

X65


HSS8X8X1/2

W14X22 W16X31

HSS8X8X1/2

W10

X33

W10

X33

W14X26

W14X30

HSS4X4X1/4

W18X40W18X40

25' - 10" 25' - 10" 25' - 0" 22' - 6"

99' - 2"

TOS EL 139' - 10 1/2"

TOS EL 128' - 0"

BOS EL 150' - 0"

TOS EL 144' - 0"

BOS EL 132' - 0"TOS EL 128' - 4 1/4"

TOS EL 133' - 11 3/4"

TOS EL 140' - 2 3/4"

TOS EL 113' - 6"

TOS EL 152' - 0"

10" 4" 4" 10"

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C1 ELEVATION GRID 11.8/120 4' 8' 16'

SCALE:1/8"=1'

TOC 100' - 0"

B4S-300

1' -

6"8"

8"2' - 0"8"

3' - 4"

8"

1 1/2"x1/8" WELDED BAR GRATING3/16" DIAMOND PLATE ATTACHED2'-0" MAX LENGTH SECTIONS WITHLIFT HOLES ON EACH END GRATING SPAN

#5 DOWELS @ 12" OC

#5's BARS @ 12" OC MAX (TYP)

#5 DOWELS @ 12" OCSLAB SEE FOUNDATIONPLAN FOR REINFORCING

NOTE:1. COORDINATE W/ARCHICTURAL

PLANS FOR TRENCH MEMBRANESEALING REQUIREMENTS.

3/16"

MAKE FLUSH

3/16" GALVANIZEDDIAMOND STEEL PLATE

CONT GALV L1 1/2x1 1/2x 1/4",W/ 3/4"Ø x 4" LG GALV HSANCHOR @ 12" OC

NOTES:1. TYPICAL FOR ALL TRENCHES UNO.2. COVER PLATE SHALL BE IN PIECES AS PER WIDTH SHOWN

SUCH THAT WEIGHT OF INDIVIDUAL COVER PLATE ASSEMBLYSHALL NOT EXCEED 40 LBS EACH PLATE SHALL BE PROVIDEDWITH LIFTING HOLES AT EACH END.

3. 1" GALV STEEL GRATING: 1"x3/16" BEARING BARS @ 1 3/16" OCCROSS BARS @ 4" OC.

TOC 100' - 0"

2' - 2"

8" 1' - 2" 8"

2' - 6"

BRICK W/ METALSTUD, SEE ARCH

EXPANSION JOINT

#4 @ 12"2' -

6"1'

- 0"

#4 @ 12"

4-#4

#4 @ 9"

#4 @ 12" EF

GRID

2' - 6"

1' -

6"4"

1' -

0"

3" C

LR

SLAB ON GRADE, SEEFOUNDATION PLAN

JAMB BEYOND

#5 @ 12" HORIZ

#5 BENT @ 12" OC,TOP LEG 24" LONG1/2" PREMOLDED JOINT

FILLER W/ SEALANTFINISH FLOOR (SEE PLAN)

TOP/FTGSEE PLAN

DEPRESSED SLABON GRADE, SEEFOUNDATION PLAN

(3) #5's CONT

6" CLR

TOC 100' - 0"

2' - 0" 1' - 4"

2' -

0"2'

- 0"

1/2" PRE MOLDED JOINTFILLER W/ SEALANTSLAB ON GRADE, SEE

FOUNDATION PLAN

1' -

0"

1' - 0"

#7 @ 6" ON CENTEREACH WAY, TOP & BOTT

TOC 100' - 0"

GRID

COLUMN, BASE PLATE,AND ANCHOR BOLTS PERPLANS AND SCHEDULE

CONCRETE POURBACKISOLATION JOINT

SLAB ON GRADEPER PLANS

FOOTING PERSCHEDULE SC

HED

ULE

PER

1' -

0"

CENTER ON COLUMN

PER SCHEDULE

1-1/2" GROUT

TOC 100' - 0"

1' -

0"5'

- 0"

8"

#5 @ 12" OC WITHSTANDARD ACI HOOK

TYPICAL SLABREINFORCING

SLAB ON GRADEPER PLANS

#5 @12" OC W/STANDARD ACI HOOKINTO FOUNDATION

#5 @ 12" OC

#5 @ 12" OCEACH WAY, T&B

2' - 0" HOOK

8"

2-#13ELEVATOR SILL ANGLEPER ELEVATOR SUPPLIER

1-#13 CONT

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B1 SECTION B4 DETAIL0 1' 2' 3'

SCALE:3/4"=1'

0 3" 6" 9"

SCALE:3"=1'

D3 SECTION D5 SECTION

B7 SECTION

D1 SECTION D8 SECTION

0 1' 2' 3'

SCALE:3/4"=1'

0 1' 2' 3'

SCALE:3/4"=1'

0 1' 2' 3'

SCALE:3/4"=1'

0 1' 2' 3'

SCALE:3/4"=1'

0 1' 2' 3'

SCALE:3/4"=1'

FLOOR SLAB PLANS

STEEL BEAMPER PLANS

STUD WALLPER ARCH

CONT L6X6X5/16

3/16 4-12

6"

GRID

TYPICAL STUD ATFLOOR SLABDETAIL PER S-013

1' - 0"

EXTERIOR VENEERWALL PER ARCH

STEEL STUD WALLPER ARCH AND S-013

CONT 3/16" BENT PLATE

6"

1'-0"

3/16 4-12FLOOR SLABPER PLANS

STEEL BEAMPER PLAN

GRID

TYPICAL STUD WALL ATROOF BEAM, SEE S-013

SOFFIT PER ARCH

4' - 4 1/4"

CONT 3/16"BENT PLATE

4"

9"


3/16

ROOFINGPER ARCH

ROOF DECKPER PLANS

TOS PERPLANS

ED-1 PERDRAWING S-010

ROOF JOISTPER PLANS

STEEL BEAM PER PLANSSTEEL STUD WALLPER ARCH AND S-013

GRID

6"1' - 9"

L5X3X1/4 ATTRANSLUCENT PANEL

EXTERIOR WALLPER ARCH

ROOFING PER ARCH

ROOF DECKPER PLANS

ROOF JOISTPER PLANS

3/16 4-12

TOS ELPER PLANS

STEEL BEAMPER PLAN


TYPICAL MASONRYSHELF ANGLE AT HSSDETAIL PER S-014

TOS EL PERELEVATIONS

TRANSLUCENTPANEL PER ARCH

GRID

ROOFING PER ARCH

ROOF DECKPER PLANS


1' - 6"

EXTERIOR WALLPER ARCH


TYPICAL MASONRY SHELFANGLE AT HSS DETAIL PER S-014

TOS ELPER PLANS

ED-1 PER DRAWING S-010

STEEL BEAMPER PLANS

ROOF JOISTPER PLANS

GRID

1' - 9"



BEAM PER PLAN

3/16 4-12

ROOFING PER ARCH

ROOF DECK PER PLANS

EL PER PLANS

GRID

CONT BENT PLATE

1' - 9"4"

TYPICAL STUD WALL ATROOF BEAM, SEE S-013

5' - 5 1/4"

1' - 6"


4"

9"

3/16


ROOFING PER ARCH

ROOF DECKPER PLANS

TOS ELPER PLANS


STEEL BEAM PER PLANS

HSS WINDOW SUPPORTPER ELEVATIONS


L5X3X1/4 CON ATTRANSLUCENT PANELS

3/16 4-12

SOFFIT PER ARCH

DOUBLE PITCHED ROOFJOIST PER PLANS

GRID

5' - 5 1/4"

1' - 6"


4"

9"

3/16


ROOFING PER ARCH

ROOF DECKPER PLANS

TOS ELPER PLANS


STEEL BEAM PER PLANS

HSS WINDOW SUPPORTPER ELEVATIONS


L5X3X1/4 CON ATTRANSLUCENT PANELS

3/16 4-12

SOFFIT PER ARCH

ROOF JOISTPER PLAN

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E1 SECTION E3 SECTION

C1 SECTION C4 SECTION C6 SECTION

E6 SECTION

A1 SECTION A5 SECTION

0 1' 2' 3'

SCALE:3/4"=1'

0 1' 2' 3'

SCALE:3/4"=1'

0 1' 2' 3'

SCALE:3/4"=1'

0 1' 2' 3'

SCALE:3/4"=1'

0 1' 2' 3'

SCALE:3/4"=1'

0 1' 2' 3'

SCALE:3/4"=1'

0 1' 2' 3'

SCALE:3/4"=1'

0 1' 2' 3'

SCALE:3/4"=1'

AACOUST. ACOUSTICALACT ACOUSTIC TILEADP ART DISPLAY PANELADT ART DIPLAY TRACKADJ ADJACENT, ADJUSTABLEAFF ABOVE FINISH FLOORAFP ACCORDION FOLDING PARTITIONAFS ACCESS FLOOR SYSTEMAHU AIR HANDLING UNITAL/GL ALUMINUM / GLASSALUM ALUMINUMAFS ACCESS FLOOR SYSTEMAPPROX APPROXIMATEARCH ARCHITECTURE, ARCHITECT

ABBREVIATIONS -SEE ADDITIONAL FINISH MATERIAL ABBREVIATIONS IN THE MATERIALLEGEND, ON ROOM FINISH SCHEDULE

BB BENCHBM BEAMBD BOARD, BLAST DOORBLDG BUILDINGBLKG BLOCKINGBOT BOTTOMBP BULLIT PROOF

CCAB CABINETCID COMPREHENSIVE INTERIOR DESIGNCMU CONCRETE MASONRY UNITCJ CONTROL JOINT,

CONSTRUCTION JOINTC CENTER LINECLG CEILINGCOL COLUMNCONC CONCRETECONSTR CONSTRUCTIONCONT CONTINUOUSCONTR CONTRACT, CONTRACTORCOR CONTRACTING OFFICER'S

REPRESENTATIVECPT CARPET OR COMMON PATH OF

TRAVEL (LIFE SAFETY PLANS)CR CHAIR RAILCT CARPET TILECUP CENTRAL UTILITY PLANTCR CHAIR RAIL

L

DDBL DOUBLEDC DISPLAY CASEDET DETAILDIA DIAMETERDIM DIMENSIONDML DEMOLITIONDN DOWNDR DOORDS DOWNSPOUTDWG DRAWING

EEA EACHEEWS EMERGENCY EYEWASH & SHOWEREF EXHAUST FANEJ EXPANSION JOINTEL ELEVATIONELEV ELEVATOREQUIP EQUIPMENTEQ. EQUALETC AND SO FORTH (ETCETERA)EWC ELECTRIC WATER COOLEREXIST EXISTINGEXP EXPANSIONEJ EXPANSION JOINTEXT EXTERIOR

FFD FLOOR DRAINFDN FOUNDATIONFEB FIRE EXTINGUISHER

& WALL BRACKETFEC FIRE EXTINGUISHER CABINETFFL FINISH FLOOR LEVELFHC FIRE HOSE CABINET

(WITH EXSTINGUISHER & BRACKET)FHR FIRE HOSE REEL

(WITH EXSTINGUISHER & BRACKET)FIN FINISHED, FINISHFFEL FINISHED FLOOR ELEVATIONFLR FLOORFO FACE OF

GGA GAUGEGALV GALVANIZEDGEJ GUTTER EXPANSION JOINTGL GRADE LINE, GLASSGRTG GRATINGGYP GYPSUMGYP BD GYPSUM BOARD

HHD HANDHDWR HARDWAREHM HOLLOW METALHORIZ HORIZONTALHP HIGH POINTHT. HEIGHTHVAC HEATING, VENTILATION & AIR

CONDITIONINGI

I.D. INSIDE DIAMETERINSUL INSULATIONINT INTERIOR

JJC JANITOR'S CLOSETJT JOINT

LLAM LAMINATELAV LAVATORYLBL LABELLVR LOUVERLVR LP LOUVER LOW POINTLP LOW POINT

MMACH MACHINEMAINT MAINTENANCEMANUF MANUFACTUREMAS MASONRYMAX MAXIMUMMECH MECHANICALMIN MINIMUMMISC MISCELLANEOUSMO MASONRY OPENINGM.R. MIRROREDMTD MOUNTEDMTL METAL

NNIC NOT IN CONTRACTNGVD NATIONAL GEODETIC

VERTICAL DATUMNO NUMBERNTS NOT TO SCALE

OO.C. ON CENTERO.D. OUTSIDE DIAMETEROFF OFFICEOPP OPPOSITEOPP. HD. OPPOSITE HANDOPNG OPENINGOTS OPEN TO STRUCTURE

PP PAINT (e.g. P-1)PTD PAINTEDPLAS. LAM. PLASTIC LAMINATEP. PLATEPNL PANELPR PAIRPLYWD PLYWOOD

RR OR RAD RADIUSRA RETURN AIRRCP REFLECTIVE CEILING PLANRD ROOF DRAINRE: REFERENCERECP RECEPTACLEREG REGULARREINF REINFORCEDREQ'D REQUIREDRGH ROUGH

SSCHED. SCHEDULESCIF SENSITIVE COMPARTMENTED

INFORMATION FACILITYSECT SECTIONSHT SHEETSID STRUCTURAL INTERIOR DESIGNSIM SIMILARSPEC SPECIFICATIONSPS SYNTHETIC PANEL SYSTEMSS STAINLESS STEELSSMA STEEL STUD MANUFACTURERS

ASSOCIATIONWWW.SSMA.COM

STC SOUND TRANSMISSIONCOEFFICIENT

STL STEELSTOR STORAGESTRUC STRUCTURALSUPP. SUPPORTSUSP SUSPENDED

TTD TRAVEL DISTANCETECH TECHNICALTHK THICKTHRU THROUGHTLT TOILETT & B TOP & BOTTOMT.O.P. TOP OF PARAPETT.O.S. TOP OF STEELTYP TYPICAL

UU.N.O. UNLESS NOTED OTHERWISEUL UNDERWRITERS LABORATORY

VVENT VENTILATE, VENTILATORVERT VERTICALVOL VOLUME

WW WIDTHW/ WITHWD WOODWT WEIGHT

GENERAL NOTESTHESE GENERAL NOTES SHALL APPLY TO ALL WORK AND ALLDRAWINGS IN THIS SET.

MATERIAL SYMBOLS

RIGID INSULATION

PLYWOOD

CONCRETEMASONRY UNIT

CONCRETE

EARTH

GROUT

STEEL

GRAVEL

GRATING

FINISHED WOOD

BATT INSULATION

DIMENSION LUMBER

METAL STUD WALL

BACKER ROD ANDSEALANT

1A101

CALLOUT IDENTIFICATIONSECTION, DETAIL, AND ELEVATION SYMBOL IDENTIFIERS:

1A101

DRAWING SEQUENCE NUMBER INDICATES WHERETITLE IS LOCATED (MAY NOT BE PRESENT IF CALLOUTAND TITLE ARE ON THE SAME DRAWING)

ONE OR TWO CHARACTER DISCIPLINE DESIGNATOR(MAY NOT BE PRESENT IF CALLOUT AND TITLE AREON DRAWINGS WITHIN THE SAME DISCIPLINE)

PLANNORTH

BUILDING SECTION CALLOUT EXAMPLE:

DETAIL CALLOUT EXAMPLE:

EXTERIOR ELEVATION CALLOUT EXAMPLE:

SECTION, DETAIL, AND ELEVATION TITLE EXAMPLE:

1A888

1A101

1 VIEW TITLE

WALL SECTION CALLOUT EXAMPLE:

1A888

1A888

A101

1

1 1

1

N

VIEW TITLE

A1A1

A1





A1

LETTER AND NUMBER DESIGNATOR .LETTER IDENTIFIES THE SHEET ROW LOCATIONAND NUMBER IDENTIFIES THE SHEET COLUMNLOCATION OF DETAIL

A1

LETTER AND NUMBERINDICATES DETAIL

DRAWING NUMBERWHERE DETAIL ISDRAWN

LETTER AND NUMBERINDICATES ELEVATION

DRAWING NUMBERWHERE ELEVATIONIS DRAWN

A1

A1

A1

A1A1

INTERIOR ELEVATION CALLOUT EXAMPLE:

DRAWING NUMBERWHERE ELEVATIONSARE DRAWN

LETTER AND NUMBERINDICATES ELEVATION

OVERALL AND AREA PLAN TITLE EXAMPLE:

TRUENORTH

A1 0 1/2' 1' 1 1/2'

SCALE:1-1/2"-1'

0 1/2' 1' 1 1/2'

SCALE:1-1/2"-1'

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17. ALL CONDUITS, PLUMBING, PIPING, DUCTWORK, AND OTHER EQUIPMENT EXPOSED TO VIEW SHALL BE LOCATEDPARALLEL OR PERPENDICULAR TO THE STRUCTURAL FRAMING SYSTEM.

18. PROVIDE GALVANIC PROTECTION BETWEEN DISSIMILAR MATERIALS, WHERE REQUIRED.19. CERAMIC TILE TO BE INSTALLED UP TO 4'-0" ABOVE FINISH FLOOR AND 1'-0" TO EITHER SIDE AT ALL MOP SINK

LOCATIONS. EXTENT OF TILE VARIES BY LOCATION.20. ARCHITECTURAL DETAILS ARE APPLICABLE WHERE INDICATED BY SECTION CUT, BY NOTE, OR BY DETAIL TITLE.

PROVIDE SIMILAR DETAILS AT SIMILAR CONDITIONS UNLESS NOTED OTHERWISE. THE CONTRACTOR MAY REQUESTA CLARIFICATION IF REQUIRED, OTHERWISE THE MORE STRINGENT REQUIREMENTS SHALL CONTROL.

21. PROVIDE FIRE-STOPPING SYSTEMS AT TOP OF AND AT ALL PENETRATIONS THROUGH FIRE-RATED PARTITIONS.22. SEAL ALL EXTERIOR BUILDING JOINTS AT BOTH THE EXTERIOR AND INTERIOR SURFACES AGAINST MOISTURE AND

AIR INFILTRATION.23. SEAL AROUND ALL DOOR AND WINDOW FRAMES, COUNTERTOPS, WALL-MOUNTED FIXTURES AND EQUIPMENT TO

ADJACENT WALL SURFACES.24. THE CONTRACTOR SHALL REVIEW THE DIMENSIONS OF ALL EQUIPMENT IN THE PROJECT REGARDLESS OF THE

SOURCE AND COORDINATE ACCESS TO THE SPACE AND VERIFY CLEAR FLOOR SPACE IS PROVIDED AS REQUIREDTO ENSURE EASE OF INSTALLATION.

25. ALL WORK MUST BE OF GOOD QUALITY, FREE FROM DEFECTS, AND IN ACCORDANCE WITH THE REQUIREMENTS OFTHE CONSTRUCTION DOCUMENTS.

26. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL PENETRATIONS IN THE STRUCTURE FOR THEPROPER INSTALLATION OF THE WORK. REFER TO STRUCTURAL DRAWING FOR SECONDARY FRAMING AND ORREINFORCING REQUIRED AT PENETRATIONS IN STEEL, CONCRETE OR MASONRY.

27. THE CONTRACTOR SHALL PROVIDE ACCESS DOORS OR PANELS AS REQUIRED FOR SERVICING OF PIPING,DUCTWORK, CABLE TRAYS, FIRE DAMPERS AND SIMILAR APPLICATIONS. ALL PROPOSED ACCESS DOOR LOCATIONSTO BE SUBMITTED FOR APPROVAL TO USCOE PRIOR TO INSTALLATION.

28. PROVIDE ALL HVAC, PLUMBING, GAS OR ELECTRIC SERVICE CONNECTIONS TO CASEWORK, FIXTURES, SIGNAGE, OREQUIPMENT INDICATED (WHETHER UNITS ARE INSTALLED BY CONTRACTOR OR BY OTHERS).

29. BRACE PARTITIONS, SUSPENDED CEILINGS, SOFFITS, SUSPENDED ITEMS, ETC. ONLY TO STRUCTURAL ELEMENTSABOVE. DO NOT ANCHOR TO ROOF DECK, PLUMBING / SPRINKLER PIPES, DUCTWORK, ELECTRICAL CONDUIT ORSIMILAR ELEMENTS.

30. EXTEND ALL FLOORING AND WALL-BASE COMPLETELY INTO RECESSES, UNDER OPEN COUNTERTOPS, AND BEHINDALL EQUIPMENT.

1. ALL WORK SHALL COMPLY WITH ALL APPLICABLE CODES AND STANDARDS AS LISTED OR REFERENCED ON LIFESAFETY PLAN AND LIFE SAFETY CRITERIA.

2. THE CONTRACTOR SHALL INCLUDE ALL WORK REQUIRED TO COMPLY WITH ALL APPLICABLE CODES ANDSTANDARDS AS LISTED OR REFERENCED ON LIFE SAFETY PLAN AND LIFE SAFETY CRITERIA.

3. DIMENSIONS SHALL GOVERN. DETAILS SHALL GOVERN OVER PLANS AND ELEVATIONS. LARGE SCALE DETAILS ORPLANS SHALL GOVERN OVER SMALL SCALE DETAILS OR PLANS.

4. THE GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL ALL EXIT SIGNS, EMERGENCY LIGHTING SYSTEMS,ALARM SYSTEMS AND AUTOMATIC SPRINKLER SYSTEMS AS REQUIRED BY APPLICABLE CODES AND STANDARDS.

5. ALL FLOORS SHALL BE INSPECTED FOR DAMAGE, WARPING OR OTHER NOTICEABLE DEVIATIONS AND PATCHED ANDLEVELED PRIOR TO COVERING WITH FLOOR FINISHES, INSTALLATION OF ACCESS FLOOR SYSTEM, OR ERECTIONAND INSTALLATION OF COLD-FORMED FRAMING IN THE ATTIC.

6. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL MANUFACTURER'S RECOMMENDEDMAINTENANCE PROCEDURES AND SCHEDULES.

7. ANY MANUFACTURER'S OR BRAND NAME PRODUCTS INDICATED OR SPECIFIED ARE DONE SO TO ESTABLISH AMINIMUM LEVEL OF QUALITY.

8. ALL CONSTRUCTION SHALL MEET OR EXCEED LOCAL INDUSTRY STANDARDS. DETAILS ARE PROVIDED TO INDICATEMINIMUM QUALITY AND TO GIVE STANDARDS OF CONSTRUCTION. IF A CONDITION IS NOT SPECIFICALLY DETAILED,SUBMIT A SIMILAR DETAIL FOR GUIDE AND APPROVAL.

9. THE LETTERS I, O, AND Q ARE NOT USED TO INDICATE DETAILS, SECTIONS OR ELEVATIONS.10. PROVIDE PRESERVATIVE-TREATED WOOD AT ALL LOCATIONS WHERE WOOD IS IN DIRECT CONTACT WITH

CONCRETE OR MASONRY.11. PROVIDE 3/4" FIRE-RETARDANT TREATED PLYWOOD BACKING AT ALL ELECTRICAL, PHONE, AND SECURITY SYSTEM

PANELS.12. PROVIDE FIRE-RESISTANT TREATED WOOD BLOCKING FOR SECURE ANCHORAGE OF ALL SHELVES, RUNNING TRIM,

RAILINGS, SUSPENDED ITEMS, DOOR-STOPS, GRAB-BARS, AND OTHER SIMILAR WOODWORK, HARDWARE, SPECIALTIES, ACCESSORIES, FIXTURES, OR EQUIPMENT.

13. PROVIDE CEMENT BOARD SHEATHING AT ALL AREAS WHERE A TILE SURFACE IS TO BE INSTALLED ON METAL STUDWALL.

14. PROVIDE WATER-RESISTANT GYPSUM BOARD AT ALL WET OR UNCONDITIONED AREAS INCLUDING, BUT NOT LIMITEDTO, PARTITIONS BEHIND SINKS. CONTRACTOR TO INSURE THAT FIRE RATING IS MAINTAINED.

15. PAINT, STAIN, OR COAT ALL EXPOSED SURFACES OF CONSTRUCTION UNLESS NOTED OTHERWISE OR IF SURFACESARE PRE-FINISHED.

16. ALL OPENING DIMENSIONS ARE NOMINAL. THE CONTRACTOR SHALL FIELD MEASURE ALL OPENINGS ANDCOORDINATE WITH THE APPROPRIATE SUPPLIER FOR ALL DOORS AND WINDOWS.

DEFINITIVE DESIGN NOTES1. THIS DEFINITIVE DESIGN STANDARD IS TO DESIGN A NON-SITE SPECIFIC

PROTOTYPICAL KC-46A TRAINING FACILITY THAT IS VERSATILE ENOUGH TOBE SITE ADAPTED AT ANY AIR FORCE, AIR GUARD, OR AIR RESERVEINSTALLATION ACROSS THE UNITED STATES.

2. THIS DEFINITIVE DESIGN STANDARD IS BASED ON THE AVAILABLE UFC'SDESIGN CRITERIA AS OF MARCH 2013.

3. ALL BUILDING SYSTEMS AND COMPONENTS SHALL BE REVIEWED AGAINSTTHE LOCAL CLIMATE, LOCAL BUILDING CODES AND ANY OTHER SPECIALREQUIREMENTS UPON SITE SELECTION. SOME EXAMPLES OF BUILDINGSYSTEMS INCLUDE R-VALUE OF INSULATION, VAPOR BARRIER LOCATION,NECESSITY OF PERIMETER INSULATION BELOW GRADE, GUTTER ANDDOWNSPOUT DESIGN, STORM WATER DISCHARGE, SNOW GUARDS ONROOF, AND EXTERIOR GLAZING LAY- UP. REFERENCE THE DRAWINGS,SPECIFICATIONS AND DESIGN NARRATIVE FOR FURTHER DIRECTION.

4. THE EXTERIOR WALL SYSTEM SHALL BE REVIEWED TO MEET “DOD MINIMUMANTITERRORISM STANDARDS FOR BUILDINGS” UPON SITE SELECTION.

5. THE NECESSITY OF A FIRE PUMP ROOM AND THE SIZE OF THE ROOM SHALLBE REVIEWED AND REVISED UPON SITE SELECTION.

6. THE MECHANICAL YARD SCREEN WALL DESIGN AND LOCATION SHALL BECONFIRMED UPON SITE SECTION.

7. THE ARCHITECTURAL DESIGN AND EXTERIOR WALL MATERIAL SHALL BEREVIEWED AGAINST THE SELECTED SITE “DESIGN STANDARD” ANDNEIGHBORING FACILITIES.

8. THE BUILDING SECURITY SYSTEM, INCLUDING DOOR HARDWARE SHALL BEREVIEWED WITH THE SELECTED SITE SECURITY REQUIREMENTS.

9. THE FINAL SPECIFICATION OF INTERIOR BUILDING FINISHES WILL BEREVIEWED AND ALIGNED WITH THE SELECTED SITE DESIGN THEME.FURNITURE LAYOUTS HAVE BEEN PROVIDED FOR INFORMATION AND SHALLBE VERIFIED. FINAL SELECTION OF FF&E AND DETAILED SPECIFICATIONSSHALL BE REVIEWED UPON SITE SELECTION.

10. REFERENCE THE DESIGN NARRATIVE FOR MORE INFORMATION.

UP

REF

.

UP

BOT126

BOT124

COMPUTER125

VEST.100 ELEV

CORR103

ELEC119

UPS118

1175 SF

SIM MX/PARTS116

340 SF

PART TASK TRAINER114

TOILET111

TOILET112 258 SF

BREAK108

COPY/FAX107

COR OFFICE106

SITE MANAGER105

SCHED.104

CORR109

SIMULATOR BAY123

FIRE PUMP ROOM121

COMM122

MECHANICAL117

162' - 8"

2' - 9 1/2"45 MIN.

115.A

312' - 8"5' - 7"

123.B

TD

112'-6"

32' - 8"5' - 7"

116.B

112' - 8"5' - 7"

117.A

22' - 8"

2' - 9 1/2"

118.A2

2' - 8"2' - 9 1/2"

119.A3

2' - 8"2' - 9 1/2"

121.A

22' - 8"

2' - 9 1/2"

122.A

80'-0

"

TD

MECHANICAL YARD

2

702' - 8"

2' - 9 1/2"

115.B

162' - 8"

2' - 9 1/2"

109.A31

2' - 8"5' - 7"

100.A

162' - 8"

2' - 9 1/2"45 MIN.

102.A

F.E.C.

F.E.C.

312' - 8"5' - 7"

123.A

F.E.B. F.E.B.

F.E.B.

F.E.B.F.E.B.F.E.B.

F.E.B.

3

STAIR 1STAIR 2

703' - 8"4' - 0"

STAIR 1

703' - 8"4' - 0"

STAIR 2

1

702' - 8"

2' - 9 1/2"

102.B

F.E.B.

LINE OFCATWALK ABOVE

32XXXXXX

1 HR

DOOR NUMBER

EXIT ACCESS TRAVELDISTANCE

COMMON PATH OFTRAVEL DISTANCE

EXIT DOOR WITH EXITSIGN

ROOM NUMBERROOM NAME

AREA

REQUIRED WIDTHNUMBER OF OCCUPANTS

PROVIDED WIDTH

STAIR NUMBER

PROVIDED WIDTHREQUIRED WIDTH

DOOR RATING-ALL0HR, U.N.O.

NUMBER OF OCCUPANTSDOOR NUMBER

(xx ' - xx")

(xx ' - xx")

Room name101

150 SF

CPT

TD

SMOKE PARTITION

1 HR RATED FIREBARRIER

F.E.B.

FIRE EXTINGUISHERCLASS 4A:10B:C ONMOUNTING BRACKET

F.E.C.

FIRE EXTINGUISHERCLASS 4A:10B:C INSEMI-RECESSEDCABINET

LIFE SAFETY LEGEND

32322900

ST01

OCCUPANT LOAD PER NFPA 101

1. THIS BUILDING IS CLASSIFIED AS A 'B -BUSINESS' OCCUPANT LOAD; 100 SQ.FT. PERPERSON SHALL BE APPLIED, U.N.O.

2. OCCUPANT LOAD CALCULATED AT 20SQ.FT. PER PERSON



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71170_A_2BFS_Central.rvt

C. C

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KC-

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US

LIFE SAFETY PLAN - FIRST FLOOR0 4' 8' 16'

SCALE:1/8"=1'

OCCUPANT LOAD-LEVEL 01NAME AREA LOAD FACTOR SF/PERSON NO. OF OCCUPANTS

ASSEMBLY 257 SF 15 18BUSINESS 12,849 SF 100 128CLASSROOM 339 SF 20 18STORAGE 1,185 SF 500 2

14,631 SF 166

PLANNORTH

GROSS-LEVEL 01GROSS-BUILDING 20,584 SF TOTAL BUILDING OCCUPANTS 30450% EXTERIOR COVERED AREA = 71 GSFTOTAL GROSS FLOOR AREA = 20,655 GSF

14,630 SF

UP

REF

.

UP

WOMEN'S TOILET206

MEN'S TOILET207

JAN208

INSTRUCTORS212

164 SF

BRIEF203

CORR210

LOBBY200

506 SF

LEARNING CENTER209

161 SF

BRIEF204

178 SF

BRIEF205

ELEC211

166 SF

BRIEF219

233 SF

LARGE BRIEF216

232 SF

LARGE BRIEF215134 SF

BRIEF217

134 SF

BRIEF218

CORR220

130'-0"

OPEN TO BELOW

OPEN TO BELOWOPEN TO BELOW

OPEN TOBELOW

TD

702' - 8"

2' - 9 1/2"45 MIN.

202.A

702' - 8"

2' - 9 1/2"45 MIN.

214.A

CPT48'-0"

CPT 71'-0"

1

11

1 1

1 1 11

COMM221

ELEV

703' - 8"4' - 0"

STAIR 270

3' - 8"4' - 0"

STAIR 1

F.E.C.

F.E.C.

F.E.C.

32XXXXXX

1 HR

DOOR NUMBER

EXIT ACCESS TRAVELDISTANCE

COMMON PATH OFTRAVEL DISTANCE

EXIT DOOR WITH EXITSIGN

ROOM NUMBERROOM NAME

AREA

REQUIRED WIDTHNUMBER OF OCCUPANTS

PROVIDED WIDTH

STAIR NUMBER

PROVIDED WIDTHREQUIRED WIDTH

DOOR RATING-ALL0HR, U.N.O.

NUMBER OF OCCUPANTSDOOR NUMBER

(xx ' - xx")

(xx ' - xx")

Room name101

150 SF

CPT

TD

SMOKE PARTITION

1 HR RATED FIREBARRIER

F.E.B.

FIRE EXTINGUISHERCLASS 4A:10B:C ONMOUNTING BRACKET

F.E.C.

FIRE EXTINGUISHERCLASS 4A:10B:C INSEMI-RECESSEDCABINET

LIFE SAFETY LEGEND

32322900

ST01

OCCUPANT LOAD PER NFPA 101

1. THIS BUILDING IS CLASSIFIED AS A 'B -BUSINESS' OCCUPANT LOAD; 100 SQ.FT. PERPERSON SHALL BE APPLIED, U.N.O.




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KC-

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FLIG

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LIFE SAFETY PLAN - SECOND FLOOR

0 4' 8' 16'

SCALE:1/8"=1'

OCCUPANT LOAD-LEVEL 02NAME AREA LOAD FACTOR SF/PERSON NO. OF OCCUPANTS

BUSINESS 4049 SF 100 41CLASSROOM 1905 SF 20 97

5954 SF 138PLANNORTH

GROSS-LEVEL 02GROSS-BUILDING 20,584 SF TOTAL BUILDING OCCUPANTS 30450% EXTERIOR COVERED AREA = 71 GSFTOTAL GROSS FLOOR AREA = 20,655 GSF

UP

REF

.

UP

A-201

D1

A-200

D1

A-201

A2

A-200

A1

B

C

E

F

2

2 3 4 5 6 7 8 9

BOT126

BOT124

COMPUTER125

VEST.100

ELEV101

STAIR 1102

CORR103

ELEC119

UPS118

SIM MX/PARTS116

STAIR 2115


TOILET111

TOILET112

BREAK108

COPY/FAX107

COR OFFICE106

SITE MANAGER105

SCHED.104CORR

109

SIMULATOR BAY123

C2A-301

C2A-301

FIRE PUMP ROOM121

COMM122

MECHANICAL117

A2A-300

A2A-300

D2A-300

D2A-300

A

D

10 11 12

15' -

3 1

/4"

6' -

0"

3' -

0"

6' - 0"

25' -

10"

10' -

2"

15' -

8"

25' -

0"

22' -

6"

1' -

9"

F.O. BRICK

137' - 8"

114.A

112.A

125.B 125.A

124.A

116.A115.A 102.A

104.A105.A106.A107.A

116.C

117.A

116.B

119.A121.A

122.A

123.B

126.A

109.A

118.A

114.B

123.A

1' -

9"

1' - 9"

F.O. BRICK

106' - 0"

2' - 2"

2' -

2"

1' - 9"

F.O. BRICK

46' - 11"

11.8

1

11.12.6 9.8

100.A

111.A

4' - 0" 6' - 4" 3' - 4" 6' - 4" 3' - 4"4' - 0"3' - 4"4' - 0"3' - 4"3' - 4"3' - 4"4' - 0" 8' - 0" 4' - 0"3' - 4"4' - 0" 6' - 0" 4' - 0"3' - 4"4' - 0" 6' - 0" 4' - 0"3' - 4"4' - 0" 5' - 7" 8' - 4" 10' - 9" 6' - 4" 4' - 0"

7' -

3"14

' - 1

0"25

' - 0

"

47' -

1"

6' -

8"

56' -

0"

8' -

0"5'

- 4"

16' -

0"

5' -

4"8'

- 0"

6' -

8"

1' -

9"

6' - 0" 6' - 4" 6' - 0" 20' - 0" 6' - 8" 16' - 0" 6' - 8" 20' - 0" 6' - 0" 6' - 4" 6' - 0"

REMOVABLE TRANSLUCENTWALL PANEL-PROVIDESECURITY METAL MESH UPTO 18'-0" ABOVE GROUNDLEVEL

6' -

10"

14' - 7" 16' - 6" 18' - 0" 12' - 6" 13' - 6" 12' - 4" 11' - 6" 13' - 6" 10' - 4" 15' - 6" 12' - 6" 2' - 2"

10' - 0"5' - 4 1/2"

2' - 8"

9' - 4"

2' - 8"

6' - 3 1/2"

E.8

WST

ACCESS FLOOR-FINISHELEVATION TO MATCHCORRIDOR AND WST BAY

D1A-400

A4A-410

A7A-410

MECHANICAL YARD

27' -

4"

11' -

10"

100' - 0"

8' - 8" 3' - 4" 10' - 8" 3' - 4" 11' - 4" 3' - 4" 8' - 0"

18' -

8"

3' -

4"28

' - 4

"6'

- 4"

10' -

0"

6' -

4"

6' - 8" 3' - 4"

1' -

9"

102.B115.B

5'-0" x 8'-0"STRUCTURALCONCRETE STOOP ATDOUBLE DOORS, TYP.

SCREEN WALLLOCATION ANDDESIGN TO BE

CONFIRMED BYBASE DESIGN

STANDARD ANDPUBLIC SIGHTLINE.

7'-0" TALL BRICKMASONRY WALL

WITH CMU BACK-UPAND CHAIN-LINKFENCE SHOWN

6' -

0"

LINE OF FLOORABOVE

WST(N.I.C.)

WST(N.I.C.)

SEE GENERAL NOTE 3

TRENCH WITH CHECKERPLATE COVER. TRENCHWIDTH, DEPTH AND LOCATIONTO BE DETERMINED UPONSITE SELECTION

S7c

S3c

S3c

S3c

S3c

S3c

S7c

S7c

S3c

S7c

S7c

S7c S7c

S3

100.B

S3b

S7c

A7A-850

A7A-850

WST

125.C

4 1/

4"

11 3/4"

5' - 11 1/4"

4' - 0 1/16"

2' - 0"

2' -

5"

F.O

. BR

ICK

47' -

1"

F.O

. BR

ICK

56' -

0"

2' - 5"

20' - 4 3/4"

6' -

0"7'

- 7

1/2"

6' -

6 1/

2"

10' - 1 1/4" 18' - 0"1'

- 9"

9"

13' -

8"

9' - 4 1/2" 7' - 1 1/2"2' - 4 3/4"

9' - 2 1/2"

S7c

8' -

5 1/

4"

8' - 8"3' - 2"

41' -

0"

1' -

9"

2' - 8" 14' - 9" 2' - 8"

2' -

8"

16' - 0"

1' - 6 1/4"

5'-0" x 5'-0"STRUCTURAL

CONCRETE STOOP ATSINGLE DOORS, TYP.

8' - 4"

2' - 9"

B3A-420

116.D

SECURITYCLOSET

13' - 10 1/2"9"

S3c

S5a

S7

S5aS5a

PAINTED STEEL STRUCTURERE: STRUCTURAL DRAWINGS

GENERAL NOTES:

1. PARTITION TYPE IS U.N.O.RE: A-830 FOR PARTITION TYPES

2. ALL DOORS OFFSET 4" FROM ADJACENTWALL, U.N.O.

3. PAINTED STEEL STAIR & PLATFORM W/STEEL GRATING TREAD AND FLOOR.LOCATION AND SIZE SHALL BEDETERMINED BY WST AND BOTMANUFACTURER. PROVIDE STAIR &PLATFORM AFTER WST AND BOTINSTALLATION. STAIR AND PLATFORMSHALL BE REMOVABLE FOR FUTURE WSTAND BOT REMOVAL, REPAIR ORREPLACEMENT. DRAWBRIDGE SHALL BEPROVIDED AND INSTALLED BY WST AND BOTMANUFACTURER.

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FIRST FLOOR PLAN0 4' 8' 16'

SCALE:1/8"=1'

PLANNORTH

UP

UP

A-201

D1

A-200

D1

A-201

A2

A-200

A1

B

C

E

F

2

2 3 4 5 6 7 8 9

WOMEN'S TOILET206

MEN'S TOILET207

JAN208

INSTRUCTORS212

BRIEF203

CORR210

LOBBY200

LEARNING CENTER209 BRIEF

204BRIEF

205

C2A-301

C2A-301

A2A-300

A2A-300

D2A-300

D2A-300

A

D

10 11 12

ELEC211

14' - 7" 16' - 6" 18' - 0" 12' - 6" 13' - 6" 12' - 4" 11' - 6" 13' - 6" 10' - 4" 15' - 6" 12' - 6" 2' - 2"

2' -

2"25

' - 1

0"10

' - 2

"15

' - 8

"25

' - 0

"22

' - 6

"

2' -

2"

6' -

0"

BRIEF219

LARGE BRIEF216

CORR220

LARGE BRIEF215

BRIEF217BRIEF

218

OPEN TOBELOW

STAIR 1202

ELEV201

STAIR 2214

OPEN TO BELOW

OPEN TO BELOW OPEN TO BELOW

203.A204.A205.A209.A209.B 206.A207.A 208.A

202.A

220.A

214.A

212.A

216.A

219.A

217.A

218.A

215.A

11.8

1

11.12.6 9.8

10' - 0"

COMM221

221.A

221.B

1' -

9"

1' - 9"

1' -

9"

2' - 2"

10' - 0" 7' - 10" 18' - 6"

E.8

6' - 0"

D1A-401

D4A-410

D7A-410

W07

S7c

S7c

S7c

S7c

S7c

S7c

S7c

S7c

S3c

S3c

S7c

S7c

220.B

S7c

A7A-850

WST

OPEN TO BELOW

OPEN TO BELOW

OPEN TO BELOW

8' - 10" 7' - 7 3/4"

4' -

3"

4 3/

8"

8' - 7 1/4"2' - 0"

9' - 5 1/4" 7' - 0 1/2"

211b 211a

9' - 1 1/4"10" 11' - 1 1/2" 10' - 7 1/4"

8' - 8" 3' - 2"

15' -

3 1

/4"

2' - 5"

9' - 3 5/16" 11' - 4"

2' - 1 3/4"

3' - 5"

1' -

0"5'

- 7

3/4"

2' -

9"1'

- 2

3/4"

1' - 6"

11' -

1"

12' -

0"

1' - 0"

8' - 4"

E3A-420

SEE GENERALNOTE 3

S7c

S7c

S3b

S3bS3a S3a

S3a

109' - 2" 114' - 0" 109' - 2"

GENERAL NOTES:

1. PARTITION TYPE IS U.N.O.RE: A-830 FOR PARTITION TYPES

2. ALL DOORS OFFSET 4" FROM ADJACENTWALL, U.N.O.

3. PAINTED STEEL STAIR & PLATFORM W/STEEL GRATING TREAD AND FLOOR.LOCATION AND SIZE SHALL BEDETERMINED BY WST AND BOTMANUFACTURER. PROVIDE STAIR &PLATFORM AFTER WST AND BOTINSTALLATION. STAIR AND PLATFORMSHALL BE REMOVABLE FOR FUTURE WSTAND BOT REMOVAL, REPAIR ORREPLACEMENT. DRAWBRIDGE SHALL BEPROVIDED AND INSTALLED BY WST AND BOTMANUFACTURER.

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A-112

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DFL

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SECOND FLOOR PLAN0 4' 8' 16'

SCALE:1/8"=1'

PLANNORTH

B

C

E

F

2

2 3 4 5 6 7 8 9

A

D

10 11 12

COMPUTER125

CORR103

STAIR 1102

ELEV101

VEST.100

SCHED.104

SITE MANAGER105

COR OFFICE106

COPY/FAX107

BREAK108

TOILET111

TOILET112


STAIR 2115

BOT124

BOT126

SIM MX/PARTS116

MECHANICAL117

SIMULATOR BAY123

UPS118

ELEC119

COMM122

FIRE PUMP ROOM121

LINE OF ROOF ABOVE

11.8

1

11.12.6 9.8

9' - 6" A.F.F.

9' - 6" A.F.F.

9' - 6" A.F.F.9' - 6" A.F.F.9' - 6" A.F.F.9' - 6" A.F.F.

9' - 0" A.F.F.

9' - 0" A.F.F.

9' - 0" A.F.F.

OTS

OTS

OTS

OTS

9' - 6" A.F.F.

OTS

OTSOTS

OTS

LINE OF FLOORABOVE

E.8

OTS

OTS

CORR

EXTERIOR LIGHTINGRE: ELECTRICAL DRAWINGS

9' - 6" A.F.F.

10' - 8" A.F.F.

7' - 6" A.F.F.

CORR103

25' -

10"

10' -

2"

15' -

8"

25' -

0"

22' -

6"

14' - 7" 16' - 6" 18' - 0" 12' - 6" 13' - 6" 12' - 4" 11' - 6" 13' - 6" 10' - 4" 15' - 6" 12' - 6"

10' - 0" 7' - 10" 18' - 6" 10' - 0"

1' - 5"1' - 5"

1' - 10"

1' -

5"1'

- 5"

8' - 10" A.F.F.

2'-0" X 2'-0" ACCESSPANEL, TYP

CEILING LEGEND2' x 2' ACOUSTICAL CEILING TILE

GYPSUM BOARD CEILING - PAINT

OPEN TO STRUCTURE -PAINTED

METAIL CEILING

1' x 4' FLUORESCENT FIXTURE - SUSPENDED

1' x 4' FLUORESCENT FIXTURE - RECESSED


RECESSED LIGHT

CEILING HEIGHT ABOVE FINISH FLOOR

HVAC AIR SUPPLY GRILLE

HVAC EXHAUST OR RETURN GRILLE

CABLE TRAY

EXIT SIGN

STRUCTURAL STEEL BEAM

HVAC LINEAR AIR SUPPLY GRILLE

OTS

1' - 0" A.F.F.

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A-12

1

A-121

REF

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REFLECTED CEILING PLAN - FIRST FLOOR0 4' 8' 16'

SCALE:1/8"=1'

PLANNORTH

B

C

E

F

2

2 3 4 5 6 7 8 9

A

D

10 11 12

CORR210

LOBBY200

VEST.100

BRIEF203

BRIEF204

BRIEF205

WOMEN'S TOILET206

MEN'S TOILET207

JAN208

LEARNING CENTER209

INSTRUCTORS212

BRIEF218

BRIEF217

BRIEF219

CORR220 LARGE BRIEF

216

LARGE BRIEF215

25' -

10"

10' -

2"

15' -

8"

25' -

0"

22' -

6"

11.8

1

11.12.6 9.8

SIMULATOR BAY123

BOT124

BOT126

STAIR 1202

ELEV201

STAIR 2214

COMM221

9' - 6" A.F.F.

9' - 6" A.F.F.

9' - 6" A.F.F.9' - 6" A.F.F.9' - 6" A.F.F.

9' - 6" A.F.F.

9' - 6" A.F.F.9' - 6" A.F.F.

9' - 6" A.F.F.

9' - 6" A.F.F.

9' - 6" A.F.F. 9' - 6" A.F.F.

9' - 6" A.F.F. 9' - 6" A.F.F.

9' - 6" A.F.F.

9' - 6" A.F.F.

9' - 6" A.F.F.

OTS

OTS

OTS

10' - 0"10' - 0" 7' - 10" 18' - 6"

18' - 0" A.F.F.

14' - 7" 16' - 6" 18' - 0" 12' - 6" 13' - 6" 12' - 4" 11' - 6" 13' - 6" 10' - 4" 15' - 6" 12' - 6"

O.T.S.

10' - 0" A.F.F.

7' - 6" A.F.F. 7' - 6" A.F.F.

9' - 6" A.F.F.

10' - 6" A.F.F.10' - 6" A.F.F. 10' - 6" A.F.F.10' - 6" A.F.F.10' - 6" A.F.F.

1' -

0"2'

- 0"

1' - 0"

1' - 0"

1' - 6"

9' - 4" A.F.F.

BRIDGE CRANERE: STRUCTURALDRAWINGS

2'-0" X 2'-0"ACCESSPANEL, TYP

CEILING LEGEND2' x 2' ACOUSTICAL CEILING TILE

GYPSUM BOARD CEILING - PAINT

OPEN TO STRUCTURE -PAINTED

METAIL CEILING

1' x 4' FLUORESCENT FIXTURE - SUSPENDED



RECESSED LIGHT

CEILING HEIGHT ABOVE FINISH FLOOR

HVAC AIR SUPPLY GRILLE

HVAC EXHAUST OR RETURN GRILLE

CABLE TRAY

EXIT SIGN

STRUCTURAL STEEL BEAM

HVAC LINEAR AIR SUPPLY GRILLE

OTS

1' - 0" A.F.F.

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A-122

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1 REFLECTED CEILING PLAN-SECOND FLOOR0 4' 8' 16'

SCALE:1/8"=1'

PLANNORTH

B

C

E

F F

2

2 3 4 5 6 7 8 9

A

D

10 11 12

11.8

1

11.12.6 9.8

DS

DS

DSDS

DSDSDSDS

3" / 1

2"3"

/ 12"

3" / 12"3" / 12"

3" / 1

2"

3" / 1

2"3"

/ 12"

3" / 1

2"

E.8

14' - 7" 16' - 6" 18' - 0" 12' - 6" 13' - 6" 12' - 4" 11' - 6" 13' - 6" 10' - 4" 15' - 6" 12' - 6"

25' -

10"

10' -

2"

15' -

8"

25' -

0"

22' -

6"

10' - 0"18' - 6" 10' - 0"

STANDINIG SEAM METALROOF, TYP

2' -

0"

46' -

5"

62' -

6 1

/2"

45' - 4 3/4" 112' - 6 1/2"

30' -

0"

4' -

0"20

' - 0

1/4

"51

' - 1

0 1/

4"

DS DS

DS

DS

DS

DS

METAL GUTTER

MECHANICAL ROOF HOODS.FINISH TO MATCH ADJACENT

STANDING SEAM METAL ROOF. RE:MECHANICAL DRAWINGS

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1/8

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4/15/2013 3:56:36 PM

T.J.

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0

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4/17

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A1 ROOF PLAN0 4' 8' 16'

SCALE:1/8"=1'

PLANNORTH

100' - 0" AFF01 FIRST FLOOR

114' - 0" AFF02 SECOND FLOOR

135' - 0" AFF05 SECOND FLOOR TOP OF ROOF

149' - 11" AFF08 SIM BAY B.O. SOFFIT

159' - 4" AFF09 TOP OF SIM ROOF

23456789

143' - 11" AFF07 TOP OF PRECAST

101112

14' - 7"18' - 0"12' - 6"13' - 6"12' - 4"11' - 6"13' - 6"15' - 6"

1

3" / 12" 3" / 12"STANDING SEAM METAL ROOF WITHMETAL GUTTER AND DOWNSPOUT.PROVIDE SPLASH BLOCK AT GRADEOR CONNECT TO STORM SEWERSYSTEM, PER BASE STANDARD

INSULATED /TRANSLUCENTWALL PANEL

EXTERIOR VENEER WALLMATERIAL-ACCENTMATERIAL-PER BASESTANDARD (PROFILEDMETAL PANEL SHOWN)

PRECAST CORNICE

EXTERIOR VENEER WALLMATERIAL-FIELD MATERIAL-PER BASE STANDARD(BRICK SHOWN)

16"X16" PRECASTMEDALION

ACCENT BAND PER BASESTANDARD (BRICKSOLDIER COURSESHOWN)

REMOVABLETRANSLUCENT WALLPANEL-PROVIDESECURITY METAL MESH UPTO 18'-0" ABOVE GROUNDLEVEL

ACCENT BAND PER BASESTANDARD (BRICK SOLDIERCOURSE SHOWN) LINTEL. TYP.AT DOOR, WINDOW AND LOUVER

12' - 6" 10' - 4" 16' - 6"

PRECAST PANEL W/ FALSE JOINT

EQ EQ

STANDING SEAM METAL ROOF WITHMETAL GUTTER AND DOWNSPOUT.PROVIDE SPLASH BLOCK AT GRADEOR CONNECT TO STORM SEWERSYSTEM, PER BASE STANDARD



L02 L02

REM

OVA

BLE

MET

AL P

ANEL

FIXE

D P

ANEL

EXTERIOR LIGHTING, TYPRE: ELECTRICAL DRAWINGS

EQEQ

4' - 0" 8' - 0" 4' - 0"

EQEQ

EQEQ

EQEQ

EQ

8' -

0"8'

- 0"

8' -

0"8'

- 0"

4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0"

CONTROL JOINT, TYP

TYP

4' - 0"4' - 0"

EQ EQ

EQ EQ4' - 0"

TYP

4' - 0"

6' -

0"





2 3 4 5 6 7 8 9


10 11 12

14' - 7" 10' - 0" 6' - 6" 18' - 0" 12' - 6" 13' - 6" 12' - 4" 11' - 6" 13' - 6" 7' - 10" 2' - 6" 15' - 6"6"

10' - 0" 2' - 0"

11.81 11.12.6 9.8

3" / 12" STANDING SEAM METAL ROOF WITHMETAL GUTTER AND DOWNSPOUT.PROVIDE SPLASH BLOCK AT GRADEOR CONNECT TO STORM SEWERSYSTEM, PER BASE STANDARD



PRECAST CORNICE

EXTERIOR VENEER WALLMATERIAL-FIELDMATERIAL-PER BASESTANDARD (BRICK SHOWN)

ACCENT BAND PER BASESTANDARD (BRICKSOLDIER COURSESSHOWN)

ALUMINUM FRAME WINDOWSYSTEM WITH 1" INSULATEDGLAZING

BRICK SCREENWALL WITHCMU BACK-UP

3" / 12"

ALUMINUMFRAMEDWINDOW

ACCENT BAND PER BASESTANDARD (BRICK SOLDIERCOURSE SHOWN)

ALUMINUMSTOREFRONTENTRY

ALUMINUM FRAME WINDOWSYSTEM WITH 1" INSULATEDGLAZING

STANDING SEAM METAL ROOFWITH METAL GUTTER ANDDOWNSPOUT. PROVIDE SPLASHBLOCK AT GRADE OR CONNECT TOSTORM SEWER SYSTEM, PERBASE STANDARD

EQ EQ

W05

W01 W01W01b W01 W01 W01W01a

W02W02W02W02bW02 W02a W02W02a W03

W05

2' -

4"

8"

10' -

0"

W02W02W02

W01b W01L01 L01

L01

EXTERIOR LIGHTS, TYPRE: ELECTRICALDRAWINGS

PRECAST CONCRETE COLUMNCLADDING AND ENTRY FASCIA

CONTROLJOINT, TYP

4' - 0"

TYP

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1/8

" = 1

'-0"

4/15/2013 3:55:28 PM

T.J.

KIM

M. P

OLL

MAN

N

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4/17

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3

EP12

A-20

0

A-200

EXTE

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D1 NORTH ELEVATION

A1 SOUTH ELEVATION

0 4' 8' 16'

SCALE:1/8"=1'

0 4' 8' 16'

SCALE:1/8"=1'





B C E F


A D

22' - 6" 25' - 0" 15' - 8" 10' - 2" 25' - 10"

3" / 12"3" / 12"

3" / 12"

EXTERIOR VENEERWALL MATERIAL-ACCENT MATERIAL-PER BASESTANDARD(PROFILED METALPANEL SHOWN)

INSULATED/TRANSLUCENTWALL PANEL

STANDING SEAM METAL ROOFWITH METAL GUTTER ANDDOWNSPOUT. PROVIDESPLASH BLOCK AT GRADE ORCONNECT TO STORM SEWERSYSTEM, PER BASESTANDARD

ACCENT BAND PERBASE STANDARD(BRICK SOLDIERCOURSE SHOWN)

ACCENT BAND PERBASE STANDARD (BRICKSOLDIER COURSESSHOWN)

16" X 16" PRECASTMEDALLIONS

PRECAST PANEL W/FALSE JOINT

W04

L03L03 L03 L03

EQEQ

EQEQ

EQEQ

EQEQ

EQ

4' - 0" 4' - 0"

EQEQ

2' -

4"

8"10

' - 0

"

CONTROL JOINT,TYP

CONTROL JOINT,TYP

L03L03

PRECAST PANEL

EQ EQ

7' -

4"7'

- 4"

1' -

4"20

' - 0

"3'

- 4"

4' - 0"

TYP

4' - 0"



128' - 0" AFF04 SECOND FLOOR ATTIC



BCEF

3" / 12"

3" / 12"


AD

3" / 12"

2' - 0" 23' - 10" 10' - 2" 15' - 8" 25' - 0" 22' - 6"

3" / 12" 3" / 12"


INSULATED/TRANSLUCENT WALLPANEL

STANDING SEAM METAL ROOF WITHMETAL GUTTER AND DOWNSPOUT.PROVIDE SPLASH BLOCK AT GRADEOR CONNECT TO STORM SEWERSYSTEM, PER BASE STANDARD

ACCENT BAND PER BASESTANDARD (BRICK SOLDIERCOURSES SHOWN)

ACCENT BAND PERBASE STANDARD(BRICK SOLDIERCOURSE SHOWN)

16" X 16" PRECASTMEDALLIONS

SCREEN WALL LOCATIONAND DESIGN TO BECONFIRMED BY BASEDESIGN STANDARD ANDPUBLIC SIGHTLINE. 7'-0"TALL BRICK MASONRYWALL WITH CMU BACK-UPAND CHAIN-LINK FENCESHOWN

E.8

W06W02 W02 W02 W02 W02 W02

L05L04 CONTROL JOINT

EQEQ4' - 0"

TYP

4' - 0"

7' -

4"8'

- 0"

21' -

4"

3' -

4"

10' - 8" 17' - 6"

EQEQ

PRECAST ENTRYCANOPY SIDE PANEL

BUR

NS

& M

cDO

NN

ELL

9400

WAR

D P

ARKW

AYKA

NSA

S C

ITY,

MO

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PR.

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G C

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E:

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BY:

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Y:

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E:

SHEETREFERENCE

NUMBER:

CO

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T ©

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3 BU

RN

S AN

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NEL

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CO

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INC

.

SHEET OF

6 7 8 9

DAT

E

DES

CR

IPTI

ON

SYM

BOL

REV

ISIO

NS

E

F

FILE:DATE:

U.S

. AR

MY

ENG

INEE

R D

ISTR

ICT

CO

RPS

OF

ENG

INEE

RS

MO

BILE

, ALA

BAM

A

PRO

JEC

T EN

GIN

EER

/AR

CH

ITEC

T

MOBILE DISTRICT


1/8

" = 1

'-0"

4/15/2013 3:56:43 PM

T.J.

KIM

M. P

OLL

MAN

N

T.J.

KIM

4/17

/201

3

EP12

A-20

1

A-201

EXTE

RIO

R B

UIL

DIN

GEL

EVAT

ION

S4/

17/2

013


T.J.

KIM

KC-

46A

TWO-

BAY

FLIG

HT S

IMUL

ATOR

DEFI

NITI

VE D

ESIG

NBA

SE X

, CON

US

D1 EAST ELEVATION

A2 WEST ELEVATION

0 4' 8' 16'

SCALE:1/8"=1'

0 4' 8' 16'

SCALE:1/8"=1'




2 3 4 5 6 7 8 9


10 11 12

SIMULATOR BAY123

MECHANICAL117

MECHANICAL YARD

1

3" / 12" 3" / 12"

14' - 7" 16' - 6" 18' - 0" 12' - 6" 13' - 6" 12' - 4" 11' - 6" 13' - 6" 10' - 4" 15' - 6" 12' - 6"

RE: STRUCTURALDRAWINGS FOR CRANEHOOK ELEVATION

PAINT ALLEXPOSED STEELAND ROOFSTRUCTURE, TYP

STEEL STRUCTURERE: STRUCTURALDRAWINGS

REMOVABLETRANSLUCENT WALLPANEL-PROVIDESECURITY METAL MESHUP TO 18'-0" ABOVEGROUND LEVEL






BCEF


AD

SIMULATOR BAY123

LARGE BRIEF216

LARGE BRIEF215

CORR210

BRIEF204

SITE MANAGER105

CORR103

COMPUTER125

25' - 10" 10' - 2" 15' - 8" 25' - 0" 22' - 6"

3" / 12"3" / 12"

3" / 12"

A1A-310

A3A-310

RE: STRUCTURALDRAWINGS FOR CRANEHOOK ELEVATION

STEEL STRUCTURERE: STRUCTURAL DRAWINGS

CEILINGSRE: REFLECTED CEILINGPLANS

A5A-310

PAINT ALL EXPOSEDSTEEL AND ROOFSTRUCTURE, TYP

BUR

NS

& M

cDO

NN

ELL

9400

WAR

D P

ARKW

AYKA

NSA

S C

ITY,

MO

641

14(8

16) 3

33-9

400


51

D

2 3

C

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B

DAT

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PR.

DR

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G C

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BY:

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CH

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Y:

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E:

SHEETREFERENCE

NUMBER:

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3 BU

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S AN

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NEL

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CO

MPA

NY,

INC

.

SHEET OF

6 7 8 9

DAT

E

DES

CR

IPTI

ON

SYM

BOL

REV

ISIO

NS

E

F

FILE:DATE:

U.S

. AR

MY

ENG

INEE

R D

ISTR

ICT

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RPS

OF

ENG

INEE

RS

MO

BILE

, ALA

BAM

A

PRO

JEC

T EN

GIN

EER

/AR

CH

ITEC

T

MOBILE DISTRICT


1/8

" = 1

'-0"

4/15/2013 3:57:32 PM

T.J.

KIM

M. P

OLL

MAN

N

T.J.

KIM

4/17

/201

3

EP12

A-30

0

A-300

BUIL

DIN

G S

ECTI

ON

S4/

17/2

013


T.J.

KIM

KC-

46A

TWO-

BAY

FLIG

HT S

IMUL

ATOR

DEFI

NITI

VE D

ESIG

NBA

SE X

, CON

US

D2 LONGITUDINAL SECTION-LOOKING NORTH

A2 CROSS SECTION-LOOKING EAST

0 4' 8' 16'

SCALE:1/8"=1'

0 4' 8' 16'

SCALE:1/8"=1'






BCEF


AD

2' - 0" 23' - 10" 10' - 2" 15' - 8" 25' - 0" 22' - 6"

INSTRUCTORS212

ELEC211

CORR210

LEARNING CENTER209


SIM MX/PARTS116

MECHANICAL117

3" / 12" 3" / 12"

3" / 12"

3" / 12"

E.8

EQEQ

EQEQ

A7A-310

PAINT ALL EXPOSEDSTEEL AND ROOFSTRUCTURE, TYP


BUR

NS

& M

cDO

NN

ELL

9400

WAR

D P

ARKW

AYKA

NSA

S C

ITY,

MO

641

14(8

16) 3

33-9

400


51

D

2 3

C

4

A

B

DAT

EAP

PR.

DR

AWIN

G C

OD

E:

DR

AWN

BY:

DES

IGN

ED B

Y:D

ATE:

CH

ECKE

D B

Y:

SCAL

E:

SHEETREFERENCE

NUMBER:

CO

PYR

IGH

T ©

201

3 BU

RN

S AN

D M

CD

ON

NEL

L EN

GIN

EER

ING

CO

MPA

NY,

INC

.

SHEET OF

6 7 8 9

DAT

E

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CR

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FILE:DATE:

U.S

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MY

ENG

INEE

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ISTR

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BILE

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BAM

A

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ITEC

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MOBILE DISTRICT


1/8

" = 1

'-0"

4/15/2013 3:55:32 PM

T.J.

KIM

M. P

OLL

MAN

N

T.J.

KIM

4/17

/201

3

EP12

A-30

1

A-301

BUIL

DIN

G S

ECTI

ON

S4/

17/2

013


T.J.

KIM

KC-

46A

TWO-

BAY

FLIG

HT S

IMUL

ATOR

DEFI

NITI

VE D

ESIG

NBA

SE X

, CON

US

C2

CROSS SECTION AT MECHANICAL-LOOKINGEAST

0 4' 8' 16'

SCALE:1/8"=1'



F



PERFORATED METAL SOFFIT

STANDING SEAM METAL ROOFAND GUTTER

PRECAST CORNICE

PRECAST PANEL TO ALIGNWITH ADJACENT WALL

MATERIAL

STEEL COLUMNRE: STRUCTURAL

DRAWINGS

F.O. BRICK

3' - 4"

PREFINISHEDMETAL FASCIA

METAL ROOF DECKRE: STRUCTURAL DRAWINGS

F.O. BRICK

2' - 2"

6' -

0"

EXTERIOR VENEERWALL MATERIAL-FIELD

MATERIAL-PER BASESTANDARD (BRICK

SHOWN)

ACCENT BAND PER BASESTANDARD (BRICKSOLDIER COURSE

SHOWN)

EXTERIOR VENEER WALLMATERIAL-FIELD

MATERIAL-PER BASESTANDARD (BRICK

SHOWN)

ACCENT BAND PER BASESTANDARD (BRICKSOLDIER COURSE

SHOWN)

2' -

8"8"

C1A-850

6' -

0"

A5A-851



A

PERFORATED METAL SOFFIT


EXTERIOR VENEER WALLMATERIAL-FIELDMATERIAL-PER BASESTANDARD (BRICKSHOWN)

ACCENT BAND PER BASESTANDARD (BRICKSOLDIER COURSE SHOWN)

FINISH CEILINGRE: REFLECTED CEILINGPLANS

PREFINISHED METAL FASCIA

ACCENT BAND PER BASESTANDARD (BRICK SOLDIERCOURSES SHOWN)


F.O. BRICK

2' - 8"1' - 9"

2' -

8"8"

OPP

9' -

4"

8"8"

EXTERIOR VENEER WALL MATERIAL-ACCENT MATERIAL-PER BASESTANDARD (PROFILED METALPANEL SHOWN)

C1A-851

A5A-851


C


C1A-850

WST


PERFORATED METALSOFFIT


PRECAST CORNICE



EXTERIOR VENEER WALLMATERIAL-FIELD MATERIAL-PER BASE STANDARD(BRICK SHOWN)STANDING SEAM METALROOF

STEEL STRUCTURERE: STRUCTURALDRAWINGS

6' -

0"

149' - 11"

2' - 2"

F.O. BRICK

3' - 4"


135' - 0" AFF05 SECOND FLOOR TOP OF ROOF

125' - 2 13/16" AFF01 FIRST FLOOR TOP OF ROOF

D

FINISH CEILINGRE: REFLECTED CEILINGPLAN

INSULATED/TRANSLUCENTWALL PANEL

PERFORATEDMETAL SOFFIT


EXTERIOR VENEER WALLMATERIAL-ACCENT MATERIAL-PER BASE STANDARD(PROFILED METAL PANELSHOWN)

STANDING SEAMMETAL ROOF AND

GUTTER

STANDING SEAMMETAL ROOF AND

GUTTER

METAL DECKRE: STRUCTURAL DRAWINGS

C1A-851

OPP

BUR

NS

& M

cDO

NN

ELL

9400

WAR

D P

ARKW

AYKA

NSA

S C

ITY,

MO

641

14(8

16) 3

33-9

400


51

D

2 3

C

4

A

B

DAT

EAP

PR.

DR

AWIN

G C

OD

E:

DR

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BY:

DES

IGN

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Y:D

ATE:

CH

ECKE

D B

Y:

SCAL

E:

SHEETREFERENCE

NUMBER:

CO

PYR

IGH

T ©

201

3 BU

RN

S AN

D M

CD

ON

NEL

L EN

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EER

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CO

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NY,

INC

.

SHEET OF

6 7 8 9

DAT

E

DES

CR

IPTI

ON

SYM

BOL

REV

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NS

E

F

FILE:DATE:

U.S

. AR

MY

ENG

INEE

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ICT

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RS

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BILE

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BAM

A

PRO

JEC

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EER

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CH

ITEC

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MOBILE DISTRICT


3/8

" = 1

'-0"

4/15/2013 3:55:52 PM

T.J.

KIM

M. P

OLL

MAN

N

T.J.

KIM

4/17

/201

3

EP12

A-31

0

A-310

WAL

L SE

CTI

ON

S4/

17/2

013


T.J.

KIM

KC-

46A

TWO-

BAY

FLIG

HT S

IMUL

ATOR

DEFI

NITI

VE D

ESIG

NBA

SE X

, CON

US

A1 WALL SECTION-HIGH BAY-NORTH0 2' 4' 6'

SCALE:3/8"=1'

A3 WALL SECTION-1 STORY-SOUTH0 2' 4' 6'

SCALE:3/8"=1'

SCALE: 3/8" = 1'-0"A5 WALL SECTION-HIGH BAY-SOUTH0 2' 4' 6'

SCALE:3/8"=1'

SCALE: 3/8" = 1'-0"A7 WALL SECTION0 2' 4' 6'

SCALE:3/8"=1'

REF

.

5 6

A

BREAK108

CORR103

COPY/FAX107

TOILET111

TOILET112

CORR109

7' - 7" 1' - 8" 10' - 0"

5' - 0"

CLEAR

5' - 0"

E.W.C.

11 1/2"

1' - 5"

5' - 9" 13' - 6" 6' - 11 1/8"

MECH CHASE

5' -

7"6"

5' -

8 1/

16"

15' -

9 1

/4"

9' -

0"

A-400B7

A-400 E5

A-400 C5

B1

B5

E4

E7

E8

C7

C8

C4

B3

TA-10

TA-01TA-07

TA-08

TA-04

TA-04

TA-14

TA-14

A7A-850

WST

TA-13

S3a

S3a

S5f

S3f

S5fS3f

TA-01

TA-04

TA-10

TA-08

3' - 0"

4' -

0"

TYP

3' -

6"

A

TA-01TA-07

TA-14

TA-04

GYP. BD.BULKHEAD

3' - 0"

4' -

0"

1' -

6"

1' - 0 1/4"

TYP

3' -

6"

A

SOLID SURFACECOUNTERTOP AND

BACKSPLASH

PLASTIC LAMINATEUPPER AND BASE

CABINETS

TA-13

12' - 0"

2' -

10"

1' -

10"

2' -

6" REFRIGERATOR(NIC)

66

OPEN TOCORRIDOR

5

TA-01

TA-08TA-07

5

TA-14

TA-10

5

TA-14

TA-04

GYP. BD.BULKHEAD

5

TA-10

TA-01

TA-07

A

TA-10

GYP. BD.BULKHEAD

A

NOTE:

1. REFER TO A-820 FOR TOILET FIXTUREAND ACCESSORY MOUNTING HEIGHTS

2. REFER TO A-830 FOR PARTITION TYPES

BUR

NS

& M

cDO

NN

ELL

9400

WAR

D P

ARKW

AYKA

NSA

S C

ITY,

MO

641

14(8

16) 3

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400


51

D

2 3

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A

B

DAT

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PR.

DR

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G C

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E:

DR

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BY:

DES

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CH

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D B

Y:

SCAL

E:

SHEETREFERENCE

NUMBER:

CO

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IGH

T ©

201

3 BU

RN

S AN

D M

CD

ON

NEL

L EN

GIN

EER

ING

CO

MPA

NY,

INC

.

SHEET OF

6 7 8 9

DAT

E

DES

CR

IPTI

ON

SYM

BOL

REV

ISIO

NS

E

F

FILE:DATE:

U.S

. AR

MY

ENG

INEE

R D

ISTR

ICT

CO

RPS

OF

ENG

INEE

RS

MO

BILE

, ALA

BAM

A

PRO

JEC

T EN

GIN

EER

/AR

CH

ITEC

T

MOBILE DISTRICT


As in

dica

ted

4/15/2013 3:55:39 PM

T.J.

KIM

M. P

OLL

MAN

N

T.J.

KIM

4/17

/201

3

EP12

A-40

0

A-400

ENLA

RG

ED B

REA

K R

OO

M /

TOIL

ET P

LAN

& E

LEVA

TIO

NS

4/17

/201

3


T.J.

KIM

KC-

46A

TWO-

BAY

FLIG

HT S

IMUL

ATOR

DEFI

NITI

VE D

ESIG

NBA

SE X

, CON

US

SCALE: 1/4" = 1'-0"D1ENLARGED BREAK ROOM /TOILET PLAN - FIRST FLOOR

0 2' 4' 8'

SCALE:1/4"=1'

PLANNORTH

E5 PLAN EAST ELEVATION

C5 PLAN EAST ELEVATION

B7 PLAN WEST ELEVATIONB5 PLAN SOUTH ELEVATIONB1 PLAN NORTH ELEVATION

E7 PLAN SOUTH ELEVATIONE4 PLAN NORTH ELEVATION E8 PLAN WEST ELEVATION

C7 PLAN SOUTH ELEVATIONC4 PLAN NORTH ELEVATION C8 PLAN WEST ELEVATION

B3 PLAN EAST ELEVATION

0 2' 4' 8'

SCALE:1/4"=1'

0 2' 4' 8'

SCALE:1/4"=1'

0 2' 4' 8'

SCALE:1/4"=1'

0 2' 4' 8'

SCALE:1/4"=1'

0 2' 4' 8'

SCALE:1/4"=1'0 2' 4' 8'

SCALE:1/4"=1'

0 2' 4' 8'

SCALE:1/4"=1'

0 2' 4' 8'

SCALE:1/4"=1'

0 2' 4' 8'

SCALE:1/4"=1'

0 2' 4' 8'

SCALE:1/4"=1'

0 2' 4' 8'

SCALE:1/4"=1'

0 2' 4' 8'

SCALE:1/4"=1'

TOILET ACCESSORIES LEGENDTA-01 GRAB BAR, 36" REAR X 42" SIDETA-02 NOT USEDTA-03 SOAP DISPENSER - COUNTER MOUNTTA-04 MIRROR - SIZE AS NOTED ON ELEVATIONSTA-05 NOT USEDTA-06 NOT USEDTA-07 TOILET PAPER DISPENSERTA-08 SANITARY NAPKIN DISPOSALTA-09 NOT USEDTA-10 COMBINATION PAPER TOWEL DISPENSER AND

WASTE RECEPTACLE - SEMI RECESSEDTA-11 36" MOP AND BROOM HOLDER W/ UTILITY SHELFTA-12 NOT USEDTA-13 PAPER TOWEL DISPENSER SURFACE MOUNTTA-14 NOT USED

5 6 7

A

1' - 3" 12' - 8"

1' - 7 3/4"

5' - 0" 7' - 10"1' - 2 7/8"

5' - 0"

CLEAR

3' - 6"

CLEAR

3' - 6" 4' - 4"MOP SINK

EWC

CLE

AR

4' -

8"

5' -

8"1'

- 1

3/8"

ALIGN

3' - 4 3/4" 13' - 6" 12' - 4"

CLE

AR

5' -

0"

CLE

AR

5' -

0"

URINALSCREEN

CORR210

JAN208

MEN'S TOILET207

WOMEN'S TOILET206

MECH CHASE

7' - 10"7' - 8"

7' -

8"

7' - 8" 4' - 10" 7' - 10"

11 1/4"

7' -

8"6"

4' -

8"

A-401 A3

A1

A7

A5A-401C7

C1

C3

C5

A-401

E7

A-401

E5

TA-07

TA-08

TA-01

TA-01

TA-07

TA-10

TA-10

TA-03

TA-04

TA-10

TA-03

TA-04

2' -

1 1/

2"

2' -

1"

TA-07

TA-07TA-08

S3f

S3f

S3f

S8f

S8f

S5fS5f

S3f

5

TA-10

TA-07

1' - 0"1' -

0"

A

TA-10

1' - 0"

2' -

0"

A

TA-04

TA-03TA-10

5' - 8"

4' -

0"

2' -

0"

1' - 0"

5

GYP. BD.BULKHEAD

1' - 0"

2' -

0"1'

- 0"

A

TA-04TA-10

TA-03

8' - 2"

4' -

0"

6

TA-04

TA-03

TA-10

1' - 0"

1' -

0"

A

2' -

0"

1' - 0"

6

TA-08TA-07

TA-10

SOLID SURFACECOUNTERTOP ANDBACKSPLASH

2' -

10"

5

TA-04

TA-03

TA-10

2' -

10"

SOLID SURFACECOUNTERTOP ANDBACKSPLASH

1' - 0" 1' -

0"

NOTE:

1. REFER TO A-820 FOR TOILET FIXTUREAND ACCESSORY MOUNTING HEIGHTS

2. REFER TO A-830 FOR PARTITION TYPES

BUR

NS

& M

cDO

NN

ELL

9400

WAR

D P

ARKW

AYKA

NSA

S C

ITY,

MO

641

14(8

16) 3

33-9

400


51

D

2 3

C

4

A

B

DAT

EAP

PR.

DR

AWIN

G C

OD

E:

DR

AWN

BY:

DES

IGN

ED B

Y:D

ATE:

CH

ECKE

D B

Y:

SCAL

E:

SHEETREFERENCE

NUMBER:

CO

PYR

IGH

T ©

201

3 BU

RN

S AN

D M

CD

ON

NEL

L EN

GIN

EER

ING

CO

MPA

NY,

INC

.

SHEET OF

6 7 8 9

DAT

E

DES

CR

IPTI

ON

SYM

BOL

REV

ISIO

NS

E

F

FILE:DATE:

U.S

. AR

MY

ENG

INEE

R D

ISTR

ICT

CO

RPS

OF

ENG

INEE

RS

MO

BILE

, ALA

BAM

A

PRO

JEC

T EN

GIN

EER

/AR

CH

ITEC

T

MOBILE DISTRICT


As in

dica

ted

4/15/2013 3:57:40 PM

T.J.

KIM

M. P

OLL

MAN

N

T.J.

KIM

4/17

/201

3

EP12

A-40

1

A-401

ENLA

RG

ED T

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S4/

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PLANNORTH

0 2' 4' 8'

SCALE:1/4"=1'

SCALE: 1/4" = 1'-0"D1 ENLARGED TOILET PLAN - SECOND FLOOR

C1 PLAN NORTH ELEVATION C7 PLAN WEST ELEVATIONC3 PLAN EAST ELEVATION C5 PLAN SOUTH ELEVATION

A3 PLAN EAST ELEVATION A5 PLAN SOUTH ELEVATION A7 PLAN WEST ELEVATIONA1 PLAN NORTH ELEVATION

E7 PLAN SOUTH ELEVATIONE5 PLAN SOUTH ELEVATION

TOILET ACCESSORIES LEGENDTA-01 GRAB BAR, 36" REAR X 42" SIDETA-02 NOT USEDTA-03 SOAP DISPENSER - COUNTER MOUNTTA-04 MIRROR - SIZE AS NOTED ON ELEVATIONSTA-05 NOT USEDTA-06 NOT USEDTA-07 TOILET PAPER DISPENSERTA-08 SANITARY NAPKIN DISPOSALTA-09 NOT USEDTA-10 COMBINATION PAPER TOWEL DISPENSER AND

WASTE RECEPTACLE - SEMI RECESSEDTA-11 36" MOP AND BROOM HOLDER W/ UTILITY SHELFTA-12 NOT USEDTA-13 PAPER TOWEL DISPENSER SURFACE MOUNTTA-14 NOT USED

B

2

A

2.6

STAIR 2115

B1

SimA-410

6' -

0"11

EQ

. TR

EAD

S @

11"

= 1

0' -

1"4'

- 6"

8' - 8"

4' - 0" 4' - 0"

PAINTED STEEL STAIR ANDSTRINGERS WITHCONCRETE PAN INFILL ANDPAINTED, GALVANIZEDSTEEL RAILING

ALUMINUM CURTAINWALLSYSTEM WITH 1" INSULATEDGLASS

1' -

3"

1' -

9"

6" M

IN.

22' -

6"

1 1/2" DIA. PAINTED STEELPIPE CANE DETECTION RAIL

8"

B

A

11.811.1

STAIR 1102

B1A-410



5' -

9 3/

4"10

' - 1

"4'

- 6"

8' - 8"

4' - 0" 4' - 0"

3' -

4"1' -

0"


1' -

2 3/

4"

9' - 6"

B

2

A

2.6

STAIR 2214

B1

SimA-410

10' - 0"

11 E

Q. T

REA

DS

@ 1

1" =

10'

- 1"

4' -

6"

8"

8' - 8"

3' -

3 3/

4"1'

- 6"

3' -

4"

4' - 0"4' - 0"



22' -

6"

8"

2' -

6"2

1/2"

4' - 8 1/2"

B

A

11.811.1

STAIR 1202

B1A-410



4' -

6"11

EQ

. TR

EAD

S @

11"

= 1

0' -

1"7'

- 0"3' -

4"

1' -

3"

5"

22' -

6"

4' - 0" 4' - 0"

8' - 8"

9' - 6"

8"



B A

24 E

Q. R

ISER

S @

7" =

14'

- 0"

107' - 0"

CEILINGRE: CEILING PLAN

ALUMINUM CURTAINWALLSYSTEM WITH 1"INSULATED GLASS

PAINTED STEEL STAIRAND STRINGERS WITHCONCRETE PAN INFILLAND STAINLESS STEELWIRE RAILING AT 3"O.C. MAX

22' - 6"

STANDING SEAM ROOFWITH METAL GUTTER ANDDOWNSPOUT


EXPOSED STEELSTRUCTURE, PAINTED


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MOBILE DISTRICT


1/4

" = 1

'-0"

4/15/2013 3:55:48 PM

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A4 STAIR 2 - FIRST FLOOR0 2' 4' 8'

SCALE:1/4"=1'

PLANNORTH

A7 STAIR 1 - FIRST FLOOR0 2' 4' 8'

SCALE:1/4"=1'

PLANNORTH

D4 STAIR 2 - SECOND FLOOR0 2' 4' 8'

SCALE:1/4"=1'

PLANNORTH

D7 STAIR 1 - SECOND FLOOR0 2' 4' 8'

SCALE:1/4"=1'

PLANNORTH

B1 STAIR SECTION-TYPICAL0 2' 4' 8'

SCALE:1/4"=1'

MC12x31 STRINGER

L 1 1/2x1 1/2x1/8 SUPPORT - WELDTO STRINGER & RISER

CONCRETE FILLED METALPAN TREADS 2" MIN (TYP)

L 3 X 3 X 1/4 X 3" WELDED TOSTRINGER W/ 3/4" DIA. CONCRETEANCHORS TO FLOOR

MC 12X31 STRINGER

L 1 1/2x1 1/2x1/8 SUPPORTSWELDED TO STRINGER &RISER (TYP.) SEE STRUCT

3/163/16

+/- 7"

CONCRETE FILLED METAL PANTREADS 2" MIN DEPTH (TYP.)

2' - 6" MAX SPACING

1' - 0"

5' - 0" MAX SPACING

3" STEEL PIPE GUARDRAIL3'-6" FROM NOSING 3/4" SQUARE STEEL

INTERMEDIATE PICKET

1 1/2" STEEL PIPE HANDRAIL2'-10" FROM NOSING

1 1/2" SQUARE STEEL FOOTRAIL

3/16" DIAMETER STAINLESSSTEEL CABLE INFILL - 3" O.C.MAX SPACING

3 3/4"

2 1/4" 1 1/2"

FACE OF WALL

1 1/2" DIA. PAINTED STEELPIPE HANDRAIL W/ WALLBRACKETS @ 5'-0" O.C.MAX PROVIDE MIN. 20 GA.METAL BACKING OR WD.BLOCKING AS REQUIREDFOR INSTALLATION OFWALL BRACKETS (TYP.)

EDGE OF STAIR BELOW

1' - 0

"

1/4"

6"

1' - 0"

L 3 X 3 X 1/4 X 3"WELDED TO STRINGERW/ 3/4" DIA. CONCRETEANCHORS TO FLOOR

MC 12x31 STRINGER

L 1 1/2x1 1/2x1/8 SUPPORTSWELDED TO STRINGER &RISER (TYP.) SEE STRUCT

3/163/16

2' - 1

0"

+/- 7"

CONCRETE FILLED METAL PANTREADS 2" MIN DEPTH (TYP.)

1 1/2" STEEL PIPE HANDRAIL W/WALL BRACKETS @ 5'-0" O.C. MAXPROVIDE MIN. 20 GA. METALBACKING OR WD. BLOCKING ASREQUIRED FOR INSTALLATION OFWALL BRACKETS (TYP.)

CONC. FILLEDMETAL PAN TREAD2" MIN. DEPTH (TYP.)

FACE OF FINISHEDWALL

3" DIA. PAINTEDSTEEL PIPEGUARDRAIL

2 3/8" SQUARE STEELPOST

WELD STRINGER &RISER TO STEELCHANNEL SUPPORT

3 3/4"

3' - 6

"

8"2'

- 10"

2"

4' - 0"

1 1/2" PAINTED STEEL PIPEHANDRAIL W/ WALL BRACKETS@ 5'-0" O.C. MAX PROVIDE MIN.20 GA. METAL BACKING OR WD.BLOCKING AS REQUIRED FORINSTALLATION OF WALLBRACKETS (TYP.)

3/4" SQUARE STEELINTERMEDIATE PICKET

1 1/2" SQUARE STEELFOOT RAIL

CONCRETE LANDINGSEE FINISH SCHEDULEFOR FINISH MATERIAL

2 3/8" SQUARE STEELPOST

CONCRETE FILLEDMETAL PAN TREADS2" MIN (TYP.)

L 1 1/2x1 1/2x1/8 SUPPORTWELD TO STRINGER &RISER (TYP.)

HSS 12x3x5/16 STRINGER1/8" DIAMETER STAINLESSSTEEL CABLE INFILL - 3" O.C.MAX SPACING

C12x25 PLATFORM HEADER

2' - 6" MAX SPACING

2' - 1

0"8"

3" STEEL PIPEGUARDRAIL

3/4" SQUARE STEELINTERMEDIATE PICKET

1 1/2" STEEL PIPEHANDRAIL

L 2 1/2x2 1/2x1/4 @EDGE STRINGERS& 24" O.C. INNARROWDIRECTION

3' -

6"

GENERAL NOTES:

1. ALL STEEL IS PAINTED U.N.O.

2. WHERE WELDING IS REQUIRED, WELD FULLY AND GRIND SMOOTH.

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A-411

STAI

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A5 STAIR STRINGER @ WALL

D7 TYPICAL GUARDRAIL @ FIRST FLOOR

A7 TYPICAL RAILING @ WALL - PLAN

D4 TYPICAL STAIR/RAILING @ FIRST FLOOR

0 1/2' 1' 1 1/2'

SCALE:1-1/2"-1'

D1 TYPICAL RAILING

6 TYPICAL STAIR/RAILING @ LANDING0 1' 2' 3'

SCALE:3/4"=1'

0 1' 2' 3'

SCALE:3/4"=1'

0 1' 2' 3'

SCALE:3/4"=1'

0 1' 2' 3'

SCALE:3/4"=1'

0 3" 6" 9"

SCALE:3"=1'

A

11

11.1

B1A-420

B1A-420

2' - 6 3/4" 3' - 6" 2' - 6 3/4"

7' -

10"

6"ELEV101

CORR103

VEST.100

STAIR 1102

HSS STEELTYP RE:STRUCTURALDRAWINGS

PIT BELOW FORSUMP PUMP

ELEV. PITLADDER

A5A-420

A

11

11.1

B1A-420

B1A-420

LOBBY200

VEST.100

ELEV201

STAIR 1202

2' - 6 3/4" 3' - 6" 2' - 6 3/4"

7' -

10"

6"

HSS STEELTYP RE:STRUCTURALDRAWINGS

A5A-420



A

7' -

0"7'

- 0"

ELEV101

CORR103

LOBBY200

E5A-420

B5A-420

E5A-420

B5A-420

D8A-420

13' -

0"

CLE

AR O

VER

HEA

D P

ER E

LEV.

SU

PPLI

ER ELEVATORCAB

LADDER TO PIT

OPP.HAND

OPP.HANDWST.

GYP. BD. WALLCONSTRUCTIONRE: PLANS FORPARTITION TYPES

ELEVATORINDICATOR BYSUPPLIER

SS DOOR FRAME

SSELEVATORDOOR .

ROUGH OPENINGPER ELEVATORSUPPLIER

SEE PLAN

OPENING WIDTH

2 LAYERS 5/8" GYP BOARDREQUIRED AT BACK OFCONTROLLER

CONTROLLER BY SUPPLIER

SS FRAME BY SUPPLIER

SS ELEVATOR DOOR

HALL BUTTONSMOUNTED INFRAME

6" METAL STUDFRAMING

GYP. BD. WALLCONSTRUCTION RE:PLANS FOR PARTITIONTYPES

2"2'-2" MIN.

TYP.

PER ELEV. SUPPLIER

ROUGH OPENING

CONCRETE SLABRE: STRUCTURAL

SS ELEVATORDOOR

SS DOOR FRAMEBY SUPPLIER

L 5 X 5 X 3/8 W/ 3/8"DIA CONCRETEANCHORS @ 24" O.C.VERIFY W/ ELEVATORSUPPLIER

FINISH FLOORRE: ROOM FINISHSCHEDULE

SILL ASSEMBLY BY SUPPLIER

A8A-420

2 1/2" X 3/8"SIDE RAILBAR

2 1/2" 3/8"BRACEBAR

1' - 4" 6"

ANCHOR (TYP.)

3' - 6

"5'

- 0"

TYP.

1' - 0

"1'

- 0"

6"

TYP.

3' - 0

"

SHAFT WALLRE: PARTITIONTYPE

SHAFT WALLRE: PARTITIONTYPE

5 3/4"

4 1/2"

CONCRETESLAB

2 1/2" X 3/8"SIDE RAILBAR

2 1/2" 3/8"BRACE BAR

ANCHOR (TYP.)

3/4" DIA. RUNGS

6"

3' - 6

"5'

- 0"

TYP.

1' - 0

"1'

- 0"

PROVIDE 6"x6"x3/8"TUBE STEEL ASREQUIRED BYELEV. SUPPLIER

2' -

6"

GENERAL NOTES:

1. VERIFY CLEAR DIMENSIONS (FROM FACE OF WALL TO FACE OF WALL)FOR ELEVATOR PIT AND HOISTWAY WITH THE ELEVATOR SUPPLIER.

2. THE ELEVATOR SUPPLIER SHALL DESIGN, FURNISH AND INSTALL ANYAND ALL COLLATERAL STEEL NECESSARY FOR THE SUPPORT OF THEELEVATOR AND ELEVATOR GUIDE RAILS AS REQUIRED BETWEENFLOORS AND BETWEEN FLOOR AND ROOF STRUCTURE.

3. VERIFY AND COORDINATE CLEAR DIMENSIONS FOR MINIMUMELEVATOR PIT DEPTH AND CLEAR OVERHEAD HEIGHT WITH ELEVATORSUPPLIER.

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B3

ENLARGED ELEVATOR PLAN -FIRST FLOOR

0 2' 4' 8'

SCALE:1/4"=1'

E3

ENLARGED ELEVATOR PLAN -SECOND FLOOR

0 2' 4' 8'

SCALE:1/4"=1'

B1 ELEVATOR SHAFT SECTION0 2' 4' 8'

SCALE:1/4"=1'

E5 TYP ELEVATOR DOOR HEAD

A5 TYP ELEVATOR DOOR JAMB

B5 TYP ELEVATOR DOOR SILL

D8 LADDER ELEVATION

A8 LADDER SECTION

0 1/2' 1' 1 1/2'

SCALE:1-1/2"-1'

0 1/2' 1' 1 1/2'

SCALE:1-1/2"-1'

0 1/2' 1' 1 1/2'

SCALE:1-1/2"-1'

0 1' 2' 3'

SCALE:3/4"=1'

0 1' 2' 3'

SCALE:3/4"=1'

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4/15/2013 3:55:56 PM

T.J.

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T.J.

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/201

3

EP12

A-60

0

A-600

RO

OM

FIN

ISH

SC

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ULE

4/17

/201

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ROOM FINISH SCHEDULE-WorkingROOM

NUMBER ROOM NAMEFLOOR BASE WALL

REMARKSFINISH FINISH HEIGHT NORTH EAST SOUTH WESTNot Placed

113 CORR TILEP-1 TILEPB-1 4" PCS PCS PCS PCS01 FIRST FLOOR

100 VEST. MAT-1 RESB-1 4" GLZ PCS GLZ PCS 1101 ELEV TILEP-1 - - - - - -102 STAIR 1 REST-1 RESB-1 4" PCS PCS PCS PCS103 CORR TILEP-1 TILEPB-1 4" PCS PCS PCS PCS104 SCHED. CPT-1 RESB-2 4" PCS PCS PCS PCS105 SITE MANAGER CPT-1 RESB-2 4" PCS PCS PCS PCS106 COR OFFICE CPT-1 RESB-2 4" PCS PCS PCS PCS107 COPY/FAX CPT-1 RESB-2 4" PCS PCS PCS PCS108 BREAK TILEP-1 TILEPB-1 4" PCS PCS PCS PCS109 CORR TILEP-1 TILEPB-1 4" PCS PCS PCS PCS111 TOILET TILEP-1 TILEPB-1 4" TILEP TILEP TILEP TILEP 1112 TOILET TILEP-1 TILEPB-1 4" TILEP TILEP TILEP TILEP 1114 PART TASK TRAINER RESVC-1 RESB-1 4" PCS PCS PCS PCS115 STAIR 2 REST-1 RESB-1 4" PCS PCS PCS PCS116 SIM MX/PARTS CS RESB-1 4" PCS PCS PCS PCS117 MECHANICAL CS RESB-1 4" PCS PCS PCS PCS 2, 3, 4, 5118 UPS CS RESB-1 4" PCS PCS PCS PCS119 ELEC CS RESB-1 4" PCS PCS PCS PCS 2, 3, 4, 5121 FIRE PUMP ROOM CS RESB-1 4" PCS PCS PCS PCS 2, 3, 4, 5122 COMM CS RESB-1 4" PCS PCS PCS PCS123 SIMULATOR BAY EF-1 EFB-1 8" PCS PCS PCS PCS124 BOT EF-1 EFB-1 8" PCS PCS PCS PCS125 COMPUTER AF RESB-1 4" PCS PCS PCS PCS126 BOT EF-1 EFB-1 8" PCS PCS PCS PCS127 MECHANICAL YARD CONC - - - - - -

02 SECOND FLOOR200 LOBBY CPT-1 RESB-2 4" PCS PCS GLZ / PCS GLZ / PCS201 ELEV TILEP-1 - - - - - -202 STAIR 1 REST-1 RESB-1 4" PCS PCS PCS PCS203 BRIEF CPT-1 RESB-2 4" PCS PCS PCS PCS204 BRIEF CPT-1 RESB-2 4" PCS PCS PCS PCS205 BRIEF CPT-1 RESB-2 4" PCS PCS PCS PCS206 WOMEN'S TOILET TILEP-1 TILEPB-1 4" TILEP TILEP TILEP TILEP 1207 MEN'S TOILET TILEP-1 TILEPB-1 4" TILEP TILEP TILEP TILEP 1208 JAN TILEP-1 TILECB-1 6" PCS TILEC TILEC TILEC 1209 LEARNING CENTER CPT-1 RESB-2 4" PCS PCS PCS PCS210 CORR CPT-1 RESB-2 4" PCS PCS PCS PCS211 ELEC RESVC-1 RESB-1 4" PCS PCS PCS PCS212 INSTRUCTORS CPT-1 RESB-2 4" PCS PCS PCS PCS214 STAIR 2 REST-1 RESB-1 4" PCS PCS PCS PCS215 LARGE BRIEF CPT-1 RESB-2 4" PCS PCS PCS PCS216 LARGE BRIEF CPT-1 RESB-2 4" PCS PCS PCS PCS217 BRIEF CPT-1 RESB-2 4" PCS PCS PCS PCS218 BRIEF CPT-1 RESB-2 4" PCS PCS PCS PCS219 BRIEF CPT-1 RESB-2 4" PCS PCS PCS PCS220 CORR CPT-1 RESB-2 4" PCS PCS PCS PCS221 COMM RESVC-1 RESB-1 4" PCS TILEC PCS PCS

FINISH LEGEND - BASESMATL DESCRIPTION

EPOXYEFB-1 EPOXY BASE - INTEGRAL 4" H

RUBBERRESB-1 RUBBER BASE - TOED 4" HRESB-2 RUBBER BASE - STRAIGHT 4" H

TILETILECB-1 CERAMIC TILE BASE - 6" HTILEPB-1 PORCELAIN TILE BASE - 4" H

FINISH LEGEND - CEILINGSMATL DESCRIPTION

ACOUSTICALACT-1 ACOUSTICAL TILE 2x2 -OFFICE

PAINTPCS EXPOSED CEILING PAINT

PCS-1 GYPBOARD CEILING PAINT

FINISH LEGEND - FLOORSMATL DESCRIPTION

ACCESS FLOORINGAF RESILIENT INTEGRAL FACE - AIR DIFFUSER TILES AS

INDICATED ON MECHANICALCARPET TILE

CPT-1 CARPET TILECONCRETE

CONC EXPOSED CONCRETECS SEALED

EPOXYEF-1 EPOXY FLOOR SYSTEM

RESILIENT FLOORINGREST-1 RUBBER STAIR TREAD

RESVC-1 VINYL COMPOSITION TILETILE

TILEP-1 PORCELAIN TILEWALK-OFF MAT

MAT-1 WALK OFF MAT: (RECESSED ENTRY MAT SYSTEM)

FINISH LEGEND - MISCELLANEOUSMATL DESCRIPTION

CORNER GUARDCG-1 CORNER GUARD - METALCG-2 CORNER GUARD - ACROVYN

LAMINATEPLAM-1 PLASTIC LAMINATEPLAM-2 PLASTIC LAMINATE

SURFACESSSF-1 SOLID SURFACE

FINISH LEGEND - WALLSMATL DESCRIPTION

ACOUSTICAL FABRICAWS-1 ACOUSTICAL FABRIC PANEL

GLAZINGGLZ CURTIAN WALL GLAZING

GRAPHICSEGS-1 GRAPHIC PANEL

PAINTPCS PAINT

TILETILEC-1 CERAMICTILEP-1 PORCELAIN

GENERAL NOTES1. INTERIOR AND EXTERIOR FINISH MATERIALS AND COLORS SHALL BE AS REFERENCED IN

THE SPECIFICATION SECTION 09 06 90 COLOR SCHEDULE. SPECIFICATION PROVIDESDETAILED INFORMATION OF THE FINISH CODES SHOWN ON FINISH LEGEND AND FINISHSCHEDULE AS THE BASIS OF DESIGN PRODUCT OR EQUIVALENT.

2. REFERENCE ROOM FINISH PLANS A-XXX THRU A-XXX FOR FLOOR PATTERNS/ CHANGES,AND WALL FINISH CHANGES.

3. REFERENCE REFLECTED CEILING PLAN FOR CEILING MATERIAL AND HEIGHTS. ALLGYPSUM BOARD CEILINGS TO BE PAINTED (PCS-), UNLESS OTHERWISED NOTED. ALLOTS CEILNGS TO BE PAINTED (PCS-), UNLESS OTHERWISE NOTED.

4. ALL HOLLOW METAL DOORS AND FRAMES TO BE PAINTED (PCS-)5. WINDOW SILLS TO BE SOLID SURFACE MATERIAL (SSF-).6. PROVIDE HORIZONTAL METAL BLINDS (HB-1) ON ALL WINDOWS TYPES W_, W_, & W_.

REFERENCE A-111 THRU A-112, A-200 THRU 201, AND A-620.7. ROOM #120 NOT USED

REMARKS1. PROVIDE WATER RESISTANT GYPSUM WALL BOARD.2. PROVIDE FULL HEIGHT GLASS MATT GYPSUM WALL BOARD.3. EPOXY PAINT AT ALL WALLS.4. PROVIDE VAPOR BARRIER BETWEEN ADJACENT CONDITIONED SPACE. VAPOR BARRIER

LOCATION TO BE CONFIRMED UPON SITE SELECTION.5. ADD BATT-INSULATION (R-18 MIN) AT WALL BETWEEN ADJACENT CONDITIONED SPACE.

NL SL

A

SCHEDULE

DOOR PER A

B

SCHE

DULE

DOOR

PER

ASCHEDULE

DOOR PERA

BDO

OR P

ER S

CHED

.

SCHE

DULE

DOOR

PER

SCHEDULE

DOOR PER

DOOR

PER

SCH

EDUL

E

A D

DA SCHEDULE

DOOR PER

A

BDO

OR P

ER S

CHED

.

A

E

A

BC

C

SCHEDULE

DOOR PER

DOOR

PER

SCH

EDUL

E

SCHEDULE

DOOR PER

D

A

EC

B

A

F

11

2

12

12

1 2 3

2

ASCHEDULE

DOOR PERA

BDO

OR P

ER S

CHED

.D

A

11

5

GLASS TYPES:REFERENCE SPECIFICATION FORGLASS TYPES

1 CLEAR FLOAT (1/4")

2 CLEAR TEMPERED (1/4")

3 TINTED FLOAT (1/4")

3A TINTED FLOAT TEMPERED (1/4")

4 CLEAR WIRED (1/4")

5 CLEAR LAMINATED (1/4")

6 DECORATIVE LAMINATED (1/4")

7 TRANSLUCENT LAMINATED (1/4")

8 INSULATED LOW E (1")INNER 5, OUTER 3.

9 INSULATED LOW E, TRANSLUCENT (1")INNER 7, OUTER 3.

10 INSULATED LOW E, DECORATIVE (1")INNER 6, OUTER 3.

11 INSULATED LOW E, TEMPERED,TRANSLUCENT (1")INNER 7, OUTER 3A.

12 INSULATED LOW E, TEMPERED (1")INNER 5, OUTER 3A.

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NOT FOR CONSTRUCTIONDRAFT DEFINITIVE DESIGN

1/4

" = 1

'-0"

4/15/2013 3:58:00 PM

T.J.

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M. P

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T.J.

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/201

3

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A-61

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1170

(HOLLOW METAL FRAME)TYPE A B

1.1 2" 2"

(FRAME WITH TRANSOM)TYPE A B D TRANSOM G

2.2 2" 4" 22" GL 11

(FRAME WITH SPLIT TRANSOM)TYPE A B D TRANSOM G

8.2 2" 4" 22" GL 11

(FLUSH PANEL)TYPE DESCRIPTION

F-IN FLUSH PANEL INSULATEDF FLUSH PANEL

(NARROW LIGHT)TYPE DESCRIPTION A B C D G

NL NARROW LITE 12" 43" 24" 4" 2

(SPLIT LITE)TYPE DESCRIPTION A B C D E G

SF-SL-IN STOREFRONT INSULATED 6" 10" 24" 6" 6" 12SL-IN SPLIT LITE INSULATED 6" 10" 24" 6" 6" 12

DOOR SCHEDULE

DOORNUMBER

DOOR FRAME

FIRE RATING

DETAIL

REMARKSSIZE

TYPE MATERIAL TYPE MATERIAL HEAD JAMB SILLWIDTH HEIGHT01 FIRST FLOOR

100.A PR. 3' - 0" 7' - 0" SL-IN AL/GL 6.2 AL B2/A-611 D2/A-611 A2/A-611100.B PR. 3' - 0" 7' - 0" SL-IN AL/GL 6.2 AL B2/A-611 D2/A-611 A2/A-611102.A - 3' - 0" 7' - 0" F HM 1.1 HM 45 MIN. E5/A-611 B5/A-611 A5/A-611102.B - 3' - 0" 7' - 0" SF-SL-IN AL/GL AL D2/A-611 SIM B2/A-611 SIM A2/A-611 SIM104.A - 3' - 0" 7' - 0" F WD 3.1 HM - E5/A-611 D5/A-611 A5/A-611105.A - 3' - 0" 7' - 0" F WD 3.1 HM - E5/A-611 D5/A-611 A5/A-611106.A - 3' - 0" 7' - 0" F WD 3.1 HM - E5/A-611 D5/A-611 A5/A-611107.A - 3' - 0" 7' - 0" NL WD 1.1 HM - E5/A-611 B5/A-611 A5/A-611109.A - 3' - 0" 7' - 0" F-IN HM 2.2 HM - D7/A-611 B7/A-611 A7/A-611111.A - 3' - 0" 7' - 0" F WD 1.1 HM - E5/A-611 B5/A-611 A5/A-611112.A - 3' - 0" 7' - 0" F WD 1.1 HM - E5/A-611 B5/A-611 A5/A-611114.A - 3' - 0" 7' - 0" NL HM 1.1 HM - E5/A-611 B5/A-611 A5/A-611114.B PR. 3' - 0" 7' - 0" F-IN HM 8.2 HM D7/A-611 B7/A-611 A7/A-611115.A - 3' - 0" 7' - 0" F HM 1.1 HM 45 MIN. E5/A-611 B5/A-611 A5/A-611115.B - 3' - 0" 7' - 0" SF-SL-IN AL/GL AL D2/A-611 SIM B2/A-611 SIM A2/A-611116.A - 3' - 0" 7' - 0" NL HM 1.1 HM - E5/A-611 B5/A-611 A5/A-611116.B PR. 3' - 0" 7' - 0" F-IN HM 8.2 HM B7/A-611 D7/A-611 A7/A-611116.C PR. 3' - 0" 7' - 0" F HM 1.1 HM 45 MIN. E5/A-611 B5/A-611 A5/A-611116.D PR. 2' - 0" 7' - 0" F HM 1.1 HM - E5/A-611 B5/A-611 A5/A-611117.A PR. 3' - 0" 7' - 0" F-IN HM 8.2 HM B7/A-611 D7/A-611 A7/A-611118.A - 3' - 0" 7' - 0" F-IN HM 2.2 HM - D7/A-611 B7/A-611 A7/A-611119.A - 3' - 0" 7' - 0" F-IN HM 2.2 HM - D7/A-611 B7/A-611 A7/A-611121.A - 3' - 0" 7' - 0" F-IN HM 2.2 HM - D7/A-611 B7/A-611 A7/A-611122.A - 3' - 0" 7' - 0" F-IN HM 2.2 HM - D7/A-611 B7/A-611 A7/A-611123.A PR. 3' - 0" 7' - 0" F-IN HM 8.2 HM D7/A-611 B7/A-611 A7/A-611123.B PR. 3' - 0" 7' - 0" F-IN HM 8.2 HM D7/A-611 B7/A-611 A7/A-611124.A - 3' - 0" 7' - 0" F HM 1.1 HM 45 MIN. E5/A-611 B5/A-611 A5/A-611125.A - 3' - 0" 7' - 0" F WD 1.1 HM - E5/A-611 B5/A-611 A5/A-611125.B - 3' - 0" 7' - 0" F WD 1.1 HM - E5/A-611 B5/A-611 A5/A-611125.C PR. 3' - 0" 7' - 0" F HM 1.1 HM 45 MIN. E5/A-611 B5/A-611 A5/A-611126.A - 3' - 0" 7' - 0" F HM 1.1 HM 45 MIN. E5/A-611 B5/A-611 A5/A-611

02 SECOND FLOOR202.A - 3' - 0" 7' - 0" F HM 1.1 HM 45 MIN. E5/A-611 B5/A-611 A5/A-611203.A - 3' - 0" 7' - 0" NL WD 1.1 HM - E5/A-611 B5/A-611 A5/A-611204.A - 3' - 0" 7' - 0" NL WD 1.1 HM - E5/A-611 B5/A-611 A5/A-611205.A - 3' - 0" 7' - 0" NL WD 1.1 HM - E5/A-611 B5/A-611 A5/A-611206.A - 3' - 0" 7' - 0" F WD 1.1 HM - E5/A-611 B5/A-611 A5/A-611207.A - 3' - 0" 7' - 0" F WD 1.1 HM - E5/A-611 B5/A-611 A5/A-611208.A - 3' - 0" 7' - 0" F WD 1.1 HM - E5/A-611 B5/A-611 A5/A-611209.A - 3' - 0" 7' - 0" NL WD 1.1 HM - E5/A-611 B5/A-611 A5/A-611209.B - 3' - 0" 7' - 0" NL WD 1.1 HM - E5/A-611 B5/A-611 A5/A-611211a PR. 2' - 0" 7' - 0" F HM 1.1 HM - E5/A-611 B5/A-611 A5/A-611211b PR. 2' - 0" 7' - 0" F HM 1.1 HM - E5/A-611 B5/A-611 A5/A-611212.A PR. 3' - 0" 7' - 0" F WD 1.1 HM E5/A-611 B5/A-611 A5/A-611214.A - 3' - 0" 7' - 0" F HM 1.1 HM 45 MIN. E5/A-611 B5/A-611 A5/A-611215.A - 3' - 0" 7' - 0" NL WD 1.1 HM - E5/A-611 B5/A-611 A5/A-611216.A - 3' - 0" 7' - 0" NL WD 1.1 HM - E5/A-611 B5/A-611 A5/A-611217.A - 3' - 0" 7' - 0" NL WD 1.1 HM - E5/A-611 B5/A-611 A5/A-611218.A - 3' - 0" 7' - 0" NL HM 1.1 HM - E5/A-611 B5/A-611 A5/A-611219.A - 3' - 0" 7' - 0" NL WD 1.1 HM - E5/A-611 B5/A-611 A5/A-611220.A - 3' - 0" 7' - 0" F HM 1.1 HM 45 MIN. E5/A-611 B5/A-611 A5/A-611220.B - 3' - 0" 7' - 0" NL HM 1.1 HM - E5/A-611 B5/A-611 A5/A-611221.A PR. 2' - 0" 7' - 0" F HM 1.1 HM - E5/A-611 B5/A-611 A5/A-611221.B PR. 2' - 0" 7' - 0" F HM 1.1 HM - E5/A-611 B5/A-611 A5/A-611

(FRAME WITH SIDELITE)TYPE A B C E SIDELITE G

3.1 2" 2" 4" 18" GL 2

DOOR AND FRAME TYPES LEGENDSP SOLID METAL PANELGL GLAZED PANEL

GENERAL NOTES1. ALL EXTERIOR STEEL DOORS AND DOOR

FRAMES ARE GALVANIZED AND PAINTED.2. ALL EXTERIOR DOORS ARE INSULATED.3. GLASS TRANSOM AT EXTERIOR DOOR SHALL

BE GLASS TYPE 11

INTERIOR METAL STUD WALLSEE PARTITION SCHEDULE

SEALANT (TYPICAL)EACH SIDE

HOLLOW METAL FRAME

DOOR

DOUBLE STUDHEADER

1/2"

1/2"

SEE

SCHE

D.

DOOR

HEI

GHT


DOUBLE METALSTUDS

HOLLOW METAL FRAME

JAMB ANCHORS 3 PERJAMB MINIMUM

DOOR

1/2" 1/2"

SEE

SCHE

D

DOOR

WID

TH

HOLLOW METALFRAME BEYOND

FINISH FLOORSEE ROOM FINISHSCHEDULE

DOOR

THRESHOLD PERSCHEDULE

SEE

SCHE

D

DOOR

HEI

GHT

SEALANT TYP. BOTH SIDES

JAMB ANCHORS 3 PERJAMB MIN.

HOLLOW METAL FRAMEW/ GROUT FILL

SEE DOORSCHEDULE

HOLLOW METAL FRAME W/GROUT FILL (PROVIDE SOLIDWOOD BLOCKING AS REQ.)

CORNERBEAD

NON-METALLICSHIM

SEE

DOOR

SCH

EDUL

E

DOO R

WID

TH.

CONTINUOUS METALPLATE ATTACHED TOSTUDS

2"

2"INSULATED GLASSSIDELITE

SEE DOORSCHEDULE

SEALANT TYP.BOTH SIDES

ALUMINUM DOOR FRAME

INSULATED GLASSTRANSOM

HOLLOW METAL FRAME W/GROUT FILL (PROVIDE SOLIDWOOD BLOCKING AS REQ.)

CORNERBEAD

STEEL LINTEL RE:STRUCTPIANT TO MATCHBRICK

4"

RE: S

CHED

ULE

DOOR

HEI

GHT

EXTERIOR WALL ASSEMBLYRE: A7/A-850 AND E5/A-621FOR MORE INFORMATION

EXTERIORCONCRETE SLAB

ALUM THRESHOLD PERHARDWARE SCHEDULE-THERMALLY BROKEN ANDSET IN SEALANT BED

RECESSED WALK-OFFMAT IN ALUM FRAMELEVELING SCREEDPER MAT MFR

ALUM. ENTRANCE DOOR

EXPANDABLE FILL

GROUNDFLOOR

RE: PATITION TYPE

SEALANT TYP.BOTH SIDES

HOLLOW METAL FRAME

GLAZING ASSCHEDULED

1/2" 1/2"

2"

RE: PARTITION TYPES

GLAZINGSTOP

DOUBLE STUD JAMB

DOOR - SEESCHEDULE

TYPE

S

SEE

FRAM

E2"

DOOR

WID

THSE

E SC

HED


FINISH CEILING -SEE ROOM FINISHSCHEDULE

EXTERIOR WALL ASSEMBLYRE: A7/A-850 AND E5/A-621FOR MORE INFORMATION

SEALANTEACH SIDE

HOLLOW METAL DOORFRAME - GROUT FULL

INSULATED, HOLLOWMETAL DOOR

GLAZING ASSCHEDULED

DOOR

HEI

GHT

SEE

SCHE

D2"

2"SE

E D

OO

R F

RAM

E TY

PE

1/8" GAL. STEELPLATE FASTEN TOMETAL STUD

CONT. CLEAR SEALANT

SEALANT EACHSIDE

HOLLOW METALFRAME, FULLYGROUTEDDO

OR W

IDTH

RE: S

CHED

.

2"

EXTERIOR WALLASSEMBLYRE: A7/A-850 ANDC5/A-621 FOR MOREINFORMATION

EXTERIORCONCRETE SLAB

HOLLOW METAL THRESHOLDPER HARDWARE SCHEDULE-THERMALLY BROKEN ANDSET IN SEALANT BED

INSULATED, HOLLOWMETAL DOOR

EXPANDABLEFILL

GROUNDFLOOR

2"

HOLLOW METAL FRAME,FULLY GROUTED

EDGE OF WALLBEYOND

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DEFI

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US 3

" = 1

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4/16/2013 9:50:41 AM

TJ K

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4/17

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3

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SCALE: 3" = 1'-0"E5 DETAIL (HEAD)

SCALE: 3" = 1'-0"B5 DETAIL (JAMB)

SCALE: 3" = 1'-0"A5 DETAIL (SILL)

SCALE: 3" = 1'-0"B2 DETAIL (JAMB)

SCALE: 3" = 1'-0"D2 DETAIL (HEAD)


SCALE: 3" = 1'-0"D5 DOOR (JAMB)


SCALE: 3" = 1'-0"B7 DETAIL (JAMB)0 3" 6" 9"

SCALE:3"=1'

0 3" 6" 9"

SCALE:3"=1'

0 3" 6" 9"

SCALE:3"=1'

0 3" 6" 9"

SCALE:3"=1'

0 3" 6" 9"

SCALE:3"=1'

0 3" 6" 9"

SCALE:3"=1'

0 3" 6" 9"

SCALE:3"=1'

0 3" 6" 9"

SCALE:3"=1'

0 3" 6" 9"

SCALE:3"=1'


6' -

0"R

E: S

CH

EDU

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4' - 0" 2' - 0"

RE:

SC

HED

ULE

6' -

0"

W01 W01W01 W02 W01W03R

E: S

CH

EDU

LE6'

- 0"

8' - 0"

Elevation AFFName

8 8 8 8

8888

8

8

88

8 8

4' - 0"

W01W01a

9 9

RE:

SC

HED

ULE

6' -

0"

W01W02a

9

9

W01W02b

9

2' - 0" 2' - 0"

RE:

SC

HED

ULE

6' -

0"

8' - 0"

2' - 0" 2' - 0" 2' - 0" 2' - 0"

4' -

1"1'

- 11

"

5 5 5 5

5 5 5 5

FOR LOUVER INFORMATIONRE: SHEET A-630-LOUVER

SCHEDULE

W01W07

W01W01b

9 9

9 9

RE:

SC

HED

ULE

6' -

0"

4' - 0"

?W04

23' -

4"

3' -

4"3'

- 9

1/4"

EQEQ

EQEQ

3' - 4" 8' - 2 1/4" 3' - 3 3/4"

14' - 10"

10 10 10

10 10 10

10 10 10

12 12 12

12 12

12 12

RE: DOOR SCHEDULE?W05

23' -

4"

EQEQ

EQEQ

3' -

9"3'

- 4"

6' - 4"

10

10

10

12

12

12

?W06

23' -

4"

7' -

1 1/

4"EQ

EQEQ

EQ

14' - 10"

EQ 8' - 2 1/2" EQ

3' -

4"3'

- 9

1/4"

10 10 10

10 10 10

10 10 10

12 12 12

12 12

12 12

RE: DOOR SCHEDULE

GLASS TYPES:REFERENCE SPECIFICATION FORGLASS TYPES

1 CLEAR FLOAT (1/4")

2 CLEAR TEMPERED (1/4")

3 TINTED FLOAT (1/4")

3A TINTED FLOAT TEMPERED (1/4")

4 CLEAR WIRED (1/4")

5 CLEAR LAMINATED (1/4")

6 DECORATIVE LAMINATED (1/4")

7 TRANSLUCENT LAMINATED (1/4")

8 INSULATED LOW E (1")INNER 5, OUTER 3.

9 INSULATED LOW E, TRANSLUCENT (1")INNER 7, OUTER 3.

10 INSULATED LOW E, DECORATIVE (1")INNER 6, OUTER 3.

11 INSULATED LOW E, TEMPERED,TRANSLUCENT (1")INNER 7, OUTER 3A.

12 INSULATED LOW E, TEMPERED (1")INNER 5, OUTER 3A.

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FILE:DATE:

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1/4

" = 1

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4/16/2013 2:55:59 PM

T.J.

KIM

M. P

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T.J.

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4/17

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WINDOW SCHEDULE

TYPESIZE SILL

HEIGHTHEAD

HEIGHTDETAILS

REMARKSWIDTH HEIGHT HEAD JAMB SILLW01 4' - 0" 6' - 0" 3' - 4" 9' - 4" E5/A-621 C5/A-621 A5/A-621W01a 4' - 0" 6' - 0" 3' - 4" 9' - 4" E5/A-621 C5/A-621 A5/A-621W01b 4' - 0" 6' - 0" 3' - 4" 9' - 4" E5/A-621 C5/A-621 A5/A-621W02 2' - 0" 6' - 0" 3' - 4" 9' - 4" E5/A-621 C5/A-621 A5/A-621W02a 2' - 0" 6' - 0" 3' - 4" 9' - 4" E5/A-621 C5/A-621 A5/A-621W02b 2' - 0" 6' - 0" 3' - 4" 9' - 4" E5/A-621 C5/A-621 A5/A-621W03 8' - 0" 6' - 0" 3' - 4" 9' - 4" E5/A-621 C5/A-621 A5/A-621W07 8' - 0" 6' - 0" 3' - 4" 9' - 4" E7/A-621 D7/A-621 B7/A-621

GENERAL NOTES1. PROVIDE INSULATED AND LAMINATED GLASS PANEL AT ALL EXTERIOR WALL.

GLASS SPECIFICATION AND GLAZING LAYUP SHALL BE CONFIRMED UPONSITE SELECTION.

2. PROVIDE GLASS TYPE 11 AND SECURITY METAL MESH AT ALL WINDOWS ATOPEN STORAGE AREA. REFERENCE EY DRAWINGS FOR OPEN STORAGEBOUNDARY.

3. PROVIDE WINDOW BLINDS FOR EXTERIOR WINDOWS. RE: SPECIFICATIONSSECTION 122100


EXTERIOR WALLASSEMBLYRE: A7/A-850 FORMORE INFORMATIONBRICK SOLDIER COURSE

CONT. METAL DRIP ANDTHRU-WALL FLASHING

SEALANT EACHSIDE

ALUMINUM WINDOWFRAME WITHINSULATED GLASS

WIN

DOW

HEI

GHT

SEE

SCHE

D.

ROLLER SHADE ORMINI BLIND

CAVITY DRAINAGEMATERIAL

2"

1/8" GAL. STEELPLATE FASTENTO METAL STUD

WEEP AND VENT 2'-8" O.C.

WT PER STRUCTUREPAINT TO MATCH BRICK

LIPPED BRICK AT STEELLINTEL

CONT. SEALANT W/ BACKERROD

CONT. DRIP

1/8" GALV STEEL PLATEFASTEN TO MTL STUD

8"

PRECAST SILL

6 1/

2"

STAINLESS STEELFLASHING WITH ENDDAM AT EACH END

EXTERIOR WALLASSEMBLYRE: A7/A-850 FORMORE INFORMATION

SEALANT EACH SIDESOLID SURFACE WINDOWSILL AT INTERIOR

RETURN VAPOR BARRIERAND INSULATION

2"

WIN

DOW

HEI

GHT

SEE

SCHE

D.

METAL REVEAL

PRECAST WINDOW SILL BELOW

WIN

DOW

WID

THSE

E SC

HED.

2"


SEALANT EACH SIDE

ALUMINUM WINDOW FRAMEWITH INSULATED GLASS

SOLID SURFACE WINDOWSILL AT INTERIOR

1/8" GAL. STEEL PLATEFASTEN TO METAL STUD

RETURN VAPOR BARRIERAND INSULATION

2"

3X3X3/16 GALV STEELANGLE



HOLLOW METAL FRAME

1/4" TEMPERED GLASS

DOUBLE STUDHEADER

FILLER BLOCK


DOUBLE METALSTUDS

HOLLOW METAL FRAME


GLASS PER SCHEDULEGLAZING STOP



HOLLOW METAL FRAME

1/4" TEMPERED GLASS

DOUBLE STUDHEADER

FILLER BLOCK

BUR

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DEFI

N ITI

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NBA

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, CO N

US 3

" = 1

'-0"

4/16/2013 9:51:34 AM

TJ K

IM

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OR

CH

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TJ K

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/201

3

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TJ K

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SCALE: 3" = 1'-0"A5 WINDOW (SILL)

SCALE: 3" = 1'-0"C5 DETAIL (JAMB)


SCALE: 3" = 1'-0"D7 DETAIL (JAMB)

0 3" 6" 9"

SCALE:3"=1'

0 3" 6" 9"

SCALE:3"=1'

0 3" 6" 9"

SCALE:3"=1'

0 3" 6" 9"

SCALE:3"=1'

0 3" 6" 9"

SCALE:3"=1'

SCALE: 3" = 1'-0"B7 DETAIL (SILL)0 3" 6" 9"

SCALE:3"=1'

RE:

SC

HED

ULE

7' -

4"

4' - 0"

L1L03L1L02L1L01

RE:

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1' -

8"

RE:

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1' -

0"

1' - 8" 9' - 4"

L1L04 L1L05

PAN

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BLAN

K*

*RE: MECHANICALDRAWINGS

RE:

SC

HED

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4' -

9 1/

2"

123

2' - 1"

9' -

10 1

/4"

6' - 4"

123

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1/4

" = 1

'-0"

4/15/2013 3:56:50 PM

T.J.

KIM

M. P

OLL

MAN

N

T.J.

KIM

4/17

/201

3

EP12

A-63

0

A-630

LOU

VER

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T.J.

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LOUVER SCHEDULE

TYPESIZE SILL

HEIGHTDETAILS

REMARKSWIDTH HEIGHT HEAD JAMB SILLL01 1' - 8" 1' - 8" - - -L02 9' - 4" 1' - 0" 13' - 4" D4/A-631 C4/A-631 A4/A-631L03 4' - 0" 7' - 4" 10' - 8" D4/A-631 C4/A-631 A4/A-631L04 2' - 1" 4' - 3" 13' - 4" D4/A-631 C4/A-631 A4/A-631L05 6' - 4" 9' - 7" 13' - 4" D4/A-631 C4/A-631 A4/A-631

GENERAL NOTES1. PROVIDE SECURITY METAL MESH AT INTERIOR SIDE OF LOUVERS UP TO 18'-0" ABOVE

GROUND LEVEL. REFERENCE E.Y. DRAWINGS FOR OPEN STORAGE BOUNDARY.



CONT. THRU-WALLFLASHING

METAL LOUVER

LOUV

ER H

EIGH

TSE

E SC

HED.

1/8" GAL. STEEL PLATEAND ANGLE FASTENED TOMETAL STUD-PAINT TOMATCH ADJACENT WALL

CONT. SEALANT W/BACKER ROD

METAL WALL PANELOR EXTERIOR VENEERMATERIAL, PERELEVATION

RIGID INSULATION

MAX

4"

18 GA. 2" X 2"STAINLESS STEELCORNER GUARD

INSECT SCREEN


METAL LOUVER

LOUV

ER H

EIGH

TSE

E SC

HED.



RIGID INSULATION-RETURN AT TOP

STAINLESS STEELSILL

VAPOR BARRIER

INSECT SCREEN

BRICK OR EXTERIORVENEER MATERIAL,

PER ELEVATION


VAPOR BARRIER

METAL LOUVER

LOUV

ER W

IDTH

SEE

SCHE

D.



METAL WALL PANELOR EXTERIOR VENEERMATERIAL, PERELEVATION

RIGID INSULATION

18 GA. 2" X 2"STAINLESS STEELCORNER GUARD

INSECT SCREEN

ALIG

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FILE:DATE:

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TJ K

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SCALE: 3" = 1'-0"A4 DETAIL (HEAD)

0 3" 6" 9"

SCALE:3"=1'

0 3" 6" 9"

SCALE:3"=1'

SCALE: 3" = 1'-0"C4 DETAIL (JAMB)0 3" 6" 9"

SCALE:3"=1'

REF

.

UP

UP

B

C

E

F

2 3 4 5 6 7 8 9

A

D

10 11 12

11.8

1

11.12.6 9.8

BOT126

BOT124

COMPUTER125

VEST.100

ELEV101

STAIR 1102

CORR103

ELEC119

UPS118

SIM MX/PARTS116

STAIR 2115


BREAK108

COPY/FAX107

COR OFFICE106

SITE MANAGER105

SCHED.104

SIMULATOR BAY123

FIRE PUMP ROOM121

COMM122 MECHANICAL

117

TOILET111

TOILET112

CORR109

E.8

SECURITYCLOSET

BUR

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& M

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PR.

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G C

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E:

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BY:

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SHEETREFERENCE

NUMBER:

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.

SHEET OF

6 7 8 9

DAT

E

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CR

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ON

SYM

BOL

REV

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F

FILE:DATE:

U.S

. AR

MY

ENG

INEE

R D

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OF

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, ALA

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GIN

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1/8

" = 1

'-0"

4/15/2013 3:56:54 PM

E. A

LLEN

E. A

LLEN

T.J.

KIM

4/17

/201

3

EP12

A-70

1

A-701

FUR

NIT

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AN -

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STFL

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A1 FURNITURE PLAN - FIRST FLOOR0 4' 8' 16'

SCALE:1/8"=1'

PLANNORTH

REF

.

UP

UP

B

C

E

F

2 3 4 5 6 7 8 9

A

D

10 11 12

11.8

1

11.12.6 9.8

WOMEN'S TOILET206

JAN208

INSTRUCTORS212

BRIEF203

CORR210

LOBBY200

LEARNING CENTER209

BRIEF204

BRIEF205

ELEC211

BRIEF218

BRIEF217

BRIEF219

CORR220 LARGE BRIEF

216

LARGE BRIEF215

MEN'S TOILET207

COMM221

OPEN TOBELOW

STAIR 1202

ELEV201

OPEN TO BELOW


E.8

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NUMBER:

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SHEET OF

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FILE:DATE:

U.S

. AR

MY

ENG

INEE

R D

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OF

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1/8

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'-0"

4/15/2013 3:57:00 PM

E. A

LLEN

E. A

LLEN

T.J.

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4/17

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3

EP12

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A-702

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FURNITURE PLAN - SECOND FLOOR0 4' 8' 16'

SCALE:1/8"=1'

PLANNORTH

324th Air Base GroupFlight WSTulator Facility

4' - 0"

2' - 3

"9"

2" HELVETICA MEDIUMTEXT, FLUSH LEFT

INSERT AREA -UPDATEABLE TEXT

GRAPHIC FACILITY MAP

3/4"

3/4"

Classroom 100

Briefing Room 104

Briefing Room 106

Break room 103

Fuselage Trainer 113

6" DIA. VINYL ORSCREENPRINTED LOGO 2

1' - 0"

1' - 0

"6"

3" HELVETICA MEDIUMTEXT, FLUSH LEFT

8 1/2" x 11" INSERT AREA -UPDATEABLE TEXT

Classroom 100

Briefing Room 104

Briefing Room 106

Break Room 103

Site Manager 113

4" DIA. VINYL ORSCREENPRINTED LOGO

1/2" THICK MATTE ACRYLIC

115Updateable Insert

9"

6"3"

PERMANENT RAISEDTEXT 1 1/2" HIGH WITHBRAILLE BELOW


INSERT AREA - UPDATEABLETEXT 1/2" HIGH

3/8"

3/8"

Verify Text with User

8"

2 1/4" DIA. VINYL ORSCREENPRINTED LOGO

115Mechanical Room

9"

4"

PERMANENT RAISEDTEXT 1 1/2" HIGH


3/8"

3/8"

8"

PERMANENT RAISEDTEXT, 1/2" HIGH WITHGRADE II BRAILLE BELOW

FOR SIGNS USED ON EXTERIOR OFBUILDING BRAILLE IS NOT REQUIRED

5' - 0

"

6"

MOUNT SIGN ON LATCH SIDE OF DOOR.WHERE REQUIRED MOUNT SIGN AT SAMEHEIGHT AS SHOWN ON CENTER OF DOOR.

BASELINE OF HIGHEST COPY MOUNTED NOHIGHER THAN 60" AFFBASELINE OF LOWEST COPY MOUNTED NOLOWER THAN 48" AFF

6"

9"

PERMANENT RAISED TEXT& BRAILLE

3/8" THICK MATTE ACRYLICBACKGROUND

PICTOGRAM BASED ON SIGNLOCATION. WHITE PICTOGRAM.

NO SMOKING WITHIN 25'

9"

5"

PERMANENT RAISEDPICTOGRAM, TEXT, & BRAILLE

3/8" THICK MATTE EXTERIORGRADE ACRYLIC

BUR

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FILE:DATE:

U.S

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As in

dica

ted

4/15/2013 3:55:42 PM

E. A

LLEN

E. A

LLEN

T.J.

KIM

4/17

/201

3

EP12

A-71

1

A-711

SIG

NAG

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DEFI

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SIGNAGE SCHEDULESIGN

DOORNUMBER

ROOMNUMBER

MESSAGE

COMMENTSTAG TYPESIGN

NUMBER TEXTG100 DD 100.A EXT - NO SMOKING WITHIN 25'G101 AA3 - 101 1 "FLOOR DIRECTORY"G102 BB7 102.A 102 - STAIRG103 AA2 - 103 - "BUILDING DIRECTORY"G104 BB2 104.A 104 104 SCHEDULERG105 BB2 105.A 105 105 SITE MANAGERG106 BB2 106.A 106 106 COR OFFICEG107 BB2 107.A 107 107 BUSINESS CENTERG108 BB2 108.A 108 108 BREAK ROOMG111 BB7 111.A 111 - WOMENG112 BB7 112.A 112 - MENG114 BB2 114.A 114 114 PART TASK TRAINERG115 BB7 115.A 115 - STAIR

G116.1 BB2 116.A 116 116 SIM MX/PARTSG116.2 BB4 116.C 116 116 SIM MX/PARTSG116.3 BB4 116.D 116 - SECURITY CLOSETG118 BB4 118.A 118 118 UPSG119 BB4 119.A 119 119 ELECTRICALG121 BB4 121.A 121 121 FIRE PUMP ROOMG122 BB4 122.A 122 122 COMMUNICATIONSG124 BB2 124.A 124 124 TRAINING BAY

G125.1 BB2 125.A 125 125 COMPUTER ROOMG125.2 BB2 125.A 125 125 COMPUTER ROOMG126 BB2 126.A 126 126 TRAINING BAYG200 AA3 - 200 2 "FLOOR DIRECTORY"G202 BB7 202.A 202 202 STAIRG203 BB2 203.A 203 203 BRIEFING ROOMG204 BB2 204.A 204 204 BRIEFING ROOMG205 BB2 205.A 205 205 BRIEFING ROOMG206 BB7 206.A 208 - WOMENG207 BB7 207.A 207 - MENG208 BB4 208.A 208 208 JANITORG209 BB2 209.A 209 209 LEARNING CENTERG211 BB4 211.A 211 211 ELECTRICALG212 BB2 212.A 212 212 INSTRUCTOR'S OFFICEG214 BB7 214.A 214 - STAIRG215 BB2 215.A 215 215 LARGE BRIEFING ROOMG216 BB2 216.A 216 216 LARGE BRIEFING ROOMG217 BB2 217.A 217 217 BRIEFING ROOMG218 BB2 218.A 218 218 BRIEFING ROOMG219 BB2 219.A 219 219 BRIEFING ROOM

G220.1 BB2 220.A 220 220 SECURE BRIEFING ROOMSG220.2 BB2 220.B 123 123 SIMULATOR BAYG221 BB4 221.B 221 221 COMMUNICATION

SIGN TYPE AA2 SIGN TYPE AA3

SIGN TYPE BB2SIGN TYPE BB4

SIGNAGE MOUNTING HEIGHTSIGN TYPE BB7SIGN TYPE DD

BUR

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NUMBER:

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ON

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SHEET OF

6 7 8 9

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IPTI

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FILE:DATE:

U.S

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MY

ENG

INEE

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OF

ENG

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MO

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, ALA

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CH

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MOBILE DISTRICT


4/15/2013 3:57:27 PM

T.J.

KIM

M. P

OLL

MAN

N

T.J.

KIM

4/17

/201

3

EP12

A-80

0

A-800

PER

SPEC

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S4/

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T.J.

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DEFI

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SW CORNER

SE CORNER NW CORNER

NE CORNER

SOAPDISPENSER

MIRROR

GRAB BAR

33"-3

6"

FORW

ARD

REAC

H

38"-4

8" T

O EN

SURE

OPER

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PAR

T

48" M

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PAPER TOWELDISPENSER /WASTERECEPTACLE

FORW

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REAC

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38"-4

8" T

O EN

SURE

NAPKINTAMPONDISPOSAL

6' - 0

"

TOWEL PIN

ACCESSIBLETOWEL PIN

1'-7"

MIN

GRABBAR

TOILETTISSUE

GRAB BAR

SANITARYNAPKINDISPOSAL

1'-7"

MIN

.1'-5

"

12" TYP 3'-6" MIN

3'-0" MAX

3'-0"

TYP

1'-6" TYP

3'-0"

TYP

3'-0" MIN 6" MAX

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FILE:DATE:

U.S

. AR

MY

ENG

INEE

R D

ISTR

ICT

CO

RPS

OF

ENG

INEE

RS

MO

BILE

, ALA

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T EN

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EER

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CH

ITEC

T

MOBILE DISTRICT


DEFI

N ITI

VE D

ESIG

NBA

SE X

, CO N

USAs

indi

cate

d

4/16/2013 9:51:36 AM

TJ K

IM

M. P

OLL

MAN

N

TJ K

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4/17

/201

3

EP12

A-82

0

A-820

TYPI

CAL

AC

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SIBI

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DET

AILS

4/17

/201

3TJ

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46A

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1iS3 PARTITION TYPE - NO FIRE RATING

1iS3a PARTITION TYPE - NO FIRE RATINGSAME AS PARTITION TYPE S3 W/O BATT INSULATION

3 1/2" MIN UNFACED BATTINSULATION

SEE ROOM FINISH SCHEDULEFOR FINISH MATERIALS OVERGYPSUM BOARD

SCHEDULED CEILING

HEAD

CEILING

PLAN

BASE

1 LAYER OF 5/8" TYPE "X" GYPBOARD EACH SIDE OF 362S162-33METAL STUDS @ 16" O.C.

1iS3c PARTITION TYPE - 1 HR FIRE RATINGWSTILAR TO UL DESIGN NO. U465

TOP OF CONCRETE ORACCESS FLOOR SYSTEM

EACH LAYER OF GYPSUM BOARDSET IN CONT. BEAD OF SEALANT(TYP.)

METAL BOTTOMRUNNER


1iS5f PARTITION TYPE - NO FIRE RATINGSAME AS PARTITION TYPE S5 PROVIDE CEMENTITIOUS BACKERUNITS (AT SHOWER WALLS) OR WATER RESISTANT GYP. BD (ATALL OTHER TOILET OR RESTROOM WALLS) ON WET SIDE WALL

SEE ROOM FINISH SCHEDULE FORFINISH MATERIALS OVER GYPSUMBOARD

HEAD

CEILING

PLAN

BASE

1 LAYER OF 5/8" GYP BOARDON 362S162-33 @ 16" O.C.

1iS5a PARTITION TYPE - NO FIRE RATINGSAME AS PARTITION TYPE S5 W/O BATT INSULATION

TOP OF CONCRETE OR ACCESSFLOOR SYSTEM


METAL BOTTOM RUNNER

SSMA:362S162-33 METAL STUDBRACE @ 48" O.C. MAX. EXTENDBRACE AND SECURE TOADJACENT STUD WALL, STEELSOLUMN, OR CONCRETE WALL


1iS7c PARTITION TYPE - 1 HR FIRE RATINGWSTILAR TO UL DESIGN NO. U465


SEE ROOM FINISH SCHEDULE FORFINISH MATERIALS OVER GYPSUMBOARD

SCHEDULED CEILING

HEAD

CEILING

PLAN

BASE


METAL BOTTOM RUNNER

1 LAYER OF 5/8" TYPE "X" GYPBOARD EACH SIDE OF600S200-54 @ 16" O.C.

1iS7f PARTITION TYPE - 1 HR FIRE RATING (NOT USED)SAME AS PARTITION TYPE S7. PROVIDE CEMENTITIOUS BACKER UNITS (ATSHOWER WALLS) OR WATER RESISTANT GYP BD (AT ALL OTHER TOILET ORRESTROOM WALLS) ON WET SIDE OF WALL

1iS8 PARTITION TYPE - NO FIRE RATING (NOT USED)


SEE ROOM FINISH SCHEDULEFOR FINISH MATERIALS OVERGYPSUM BOARD

362S162-33 METAL STUDDIAGONAL BRACING @ 4'-0" O.C.(ALTERNATE DIRECTIONS) TOUNDERSIDE OF METAL DECK

HEAD

CEILING

PLAN

BASE

TOP OF CONCRETE ORACCESS FLOOR SYSTEM

EACH LAYER OF GYPSUM BOARD SETIN CONT. BEAD OF SEALANT (TYP.)

METAL BOTTOM RUNNER

1 LAYER OF 5/8" GYP BOARDEACH SIDE OF 362S162-33METAL STUDS @ 16" O.C.

1iS8f PARTITION TYPE - NO FIRE RATINGSAME AS PARTITION TYPE S8. PROVIDE CEMENTITIOUS BACKERUNITS (AT SHOWER WALLS) OR WATER RESISTANT GYP BD (ATALL OTHER TOILET OR RESTROOM WALLS) ON WET SIDE OFWALL

1iS8a PARTITION TYPE - NO FIRE RATING (NOT USED)SAME AS PARTITION TYPE S8 w/o BATT INSULATION

SCHEDULED CEILINGSCHEDULED CEILING

UNDERSIDE OF METAL DECK ORSTRUCTURE ABOVE

SCHEDULED BASE - SEE ROOMFINISH SCHEDULE

PROVIDE ACOUSTICAL ANDSMOKESTOP SEALANT ATSMOKE PARTITIONS ANDFIRESTOP SEALANT AT FIRERATED PARTITIONS. TYPICALEACH SIDE.


CONTINUOUS ACOUSTICALSEALANT AT TOP OFGYPSUM BOARD

TOP OF CONCRETE OR ACCESSFLOOR SYSTEM


PROVIDE ACOUSTICAL ANDSMOKESTOP SEALANT AT SMOKEPARTITIONS AND FIRESTOPSEALANT AT FIRE RATEDPARTITIONS. TYPICAL EACH SIDE.





8" T

YP.

1iS3b PARTITION TYPE - SMOKE PARTITIONWSTILAR TO UL DESIGN NO. U465

1iS5g PARTITION TYPE - USE 250S125-33 (NOT USED)

1iS7b PARTITION TYPE - SMOKE PARTITIONWSTILAR TO UL DESIGN NO U465

1iS3f PARTITION TYPE - NO FIRE RATINGSAME AS PARTITION TYPE S5 PROVIDE CEMENTITIOUS BACKERUNITS (AT SHOWER WALLS) OR WATER RESISTANT GYP. BD (ATALL OTHER TOILET OR RESTROOM WALLS) ON WET SIDE WALL

1iS7h PARTITION TYPE (NOT USED)SAME AS PARTITION TYPE S7. PROVIDE CEMENTITIOUS BACKER UNITS (AT SHOWERWALLS) OR WATER RESISTANT GYP BD (AT ALL OTHER TOILET OR RESTROOMWALLS) ON WET SIDE OF WALL

BUR

NS

& M

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9400

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.

SHEET OF

6 7 8 9

DAT

E

DES

CR

IPTI

ON

SYM

BOL

REV

ISIO

NS

E

F

FILE:DATE:

U.S

. AR

MY

ENG

INEE

R D

ISTR

ICT

CO

RPS

OF

ENG

INEE

RS

MO

BILE

, ALA

BAM

A

PRO

JEC

T EN

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EER

/AR

CH

ITEC

T

MOBILE DISTRICT


1/2

" = 1

'-0"

4/15/2013 3:56:11 PM

T.J.

KIM

V. B

OR

CH

ERS

T.J.

KIM

4/17

/201

3

EP12

A-83

0

A-830

PAR

TITI

ON

TYP

ES4/

17/2

013


T.J.

KIM

KC-

46A

TWO-

BAY

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DEFI

NITI

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US

GENERAL NOTES

1. WHERE STRUCTURAL MEMBERS PENETRATE FIRE-RATED GYPSUM BOARD WALLS,TAPE AND SEAL WITH FIRE STOPPING SEALANT.

2. PROVIDE TREATED WOOD BLOCKING OR MINIMUM 20 GAUGE METAL BACKING ASREQUIRED FOR INSTALLATION OF FIRE EXTINGUISHER CABINETS. MESSAGEBOARDS, TOILET ACCESSORIES, TOILET PARTITIONS, WALL AND BASE CABINETS,ACCESS PANELS, ELECTRICAL AND FIRE PROTECTION SYSTEM PANELS, UNLESSNOTED OTHERWISE.

3. ALL METAL STUD AND FURRING DESIGNATIONS ARE THE STEEL STUDMANUFACTURER ASSOCIATIONS (SSMA) UNIVERSAL DESIGNATOR SYSTEM FORLIGHT GAUGE STEEL FRAMING MEMBERS. ALL METAL STUDS AND BRACING SHALLBE 20 GAUGE UNLESS NOTED OTHERWISE.

4. REFERENCE FLOOR PLANS FOR PARTITION TYPE LOCATIONS.5. PROVIDE 362S162-33 METAL STUD DIAGONAL BRACING @ 4'-0" O.C. (ALTERNATE

DIRECTIONS) TO UNDERSIDE OF METAL DECK FOR ALL WALLS GREATER THAN14'-0" IN HEIGHT

FILL METAL DECK FLUTESWITH FIRE SAFING INSULATION

UNDERSIDE METALROOF DECK

5/8" GYP. BD ANCHORTO METAL DEEP LEGRUNNER. DO NOTATTACH TO WALL STUD

RUNNER TRACKSLIP CLIP

5/8" GYP. BD. ANCHORTO METAL WALL STUDUP TO 1"FROM DEEP LEGRUNNER

EXTEND GYP. BD.INTO METALDECK FLUTES

FIRESTOP SEALANTBOTH SIDES

DEEP LEGRUNNER(3" LEG MIN.),ANCHOR TOMETAL DECK

FILL METAL DECK FLUTESWITH FIRE SAFING INSULATION

UNDERSIDE METAL DECK

5/8" GYP. BD ANCHOR TOMETAL DEEP LEG RUNNER. DONOT ATTACH TO WALL STUD


5/8" GYP. BD. ANCHOR TOMETAL WALL STUD UP TO 1"FROM DEEP LEG RUNNER

EXTEND GYP. BD.INTOMETAL DECK FLUTES

FIRESTOP SEALANTBOTH SIDES TOACHIEVE 1-HR FIRERATING

DEEP LEGRUNNER (3"LEG MIN.),ANCHOR TOMETAL DECK

5/8" TYPE XGWB.

5/8" TYPE XGWB.

20 GA. METALDEFLECTIONTRACK

MINERALWOOLFIRE SAFING

UNDERSIDE OFMETAL DECK

FIRESTOPSEALANTBOTH SIDES

4"1"

FILL METAL DECKFLUTES WITHINSULATION

UNDERSIDE METALROOF DECK

5/8" GYP. BD ANCHORTO METAL WALL STUDUP TO 1" FROM DEEPLEG RUNNER

DEEP LEGRUNNER (3" LEGMIN.), ANCHOR TOMETAL DECK


1" M

IN.

STEEL BEAM - SEESTRUCTURAL

UNDERSIDE OF FLOOROR ROOF DECK

DEEP LEG RUNNER(3" LEG MIN.) ANCHORTO METAL DECK

RUNNER TRACK SLIPCLIP

5/8" GYP. BOARDEACH SIDE - ANCHORTO METAL WALLSTUD UP TO 1" FROMDEEP LEG RUNNER

1"

FILL METAL DECK FLUTES WITHACOUSTICAL BATT INSULATIONGYPSUM WALL BOARD - SEE

PARTITION TYPES FORQUANTITY OF LAYERS

ACOUSTICAL BATTINSULATION WHERE OCCURSMETAL STUDS EA SIDE OFCONTROL JOINT. SEEPARTITION TYPES FOR SIZES

SEALANT AND BACKER RODEACH SIDE. NON-HARDENINGACOUSTICAL SEALANT @ACOUSTICAL OR SAPF WALLCONSTRUCTION

PACK VOID WITH ACOUSTICALINSULATION AT ACOUSTICALOR SAPF WALLCONSTRUCTIONGYPSUM BOARD CONTROLJOINT

BUR

NS

& M

cDO

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SHEETREFERENCE

NUMBER:

CO

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IGH

T ©

201

3 BU

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S AN

D M

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ON

NEL

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.

SHEET OF

6 7 8 9

DAT

E

DES

CR

IPTI

ON

SYM

BOL

REV

ISIO

NS

E

F

FILE:DATE:

U.S

. AR

MY

ENG

INEE

R D

ISTR

ICT

CO

RPS

OF

ENG

INEE

RS

MO

BILE

, ALA

BAM

A

PRO

JEC

T EN

GIN

EER

/AR

CH

ITEC

T

MOBILE DISTRICT


DEFI

N ITI

VE D

ESIG

NBA

SE X

, CO N

USAs

indi

cate

d

4/16/2013 9:51:38 AM

T.J.

KIM

C. S

PRIN

KLE

T.J.

KIM

4/17

/201

3

EP12

A-83

1

A-831

PAR

TITI

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ES D

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LS4/

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T.J.

KIM

KC-

46A

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SCALE: 1 1/2" = 1'-0"E3 SLIP TRACK DETAILSCALE: 1 1/2" = 1'-0"E5 SLIP TRACK DETAIL

SCALE: 1 1/2" = 1'-0"E8 SLIP TRACK DETAILSCALE: 1 1/2" = 1'-0"E1 SLIP TRACK DETAIL

SCALE: 1 1/2" = 1'-0"C8 SLIP TRACK DETAILSCALE: 3" = 1'-0"C5 TYP GYP BD CONTROL JOINT

STANDARD WEIGHTPIPE OR 1/4" THKFORMED PLATESLEEVE

FIRESTOP SEALANTALL AROUND BOTHSIDES

FIRE SEALANT W/ BACKERROD ALL AROUND BOTHSIDES

MECHANICAL PIPE OR ELEC.CONDUIT - RE: MECH. AND ELEC.DWGS FOR LOCATIONS AND SIZES

5/8" GYP BOARD ON EACH SIDE OF 6" OR 3 5/8" METAL STUDS @16"O.C. (2 LAYERS OF GYP BOARD - 2HOUR FIRE RATED)

PACK VOID W/ FIRESAFING INSULATION

EQUAL TO UL SYSTEM NUMBER W-L-1003TYP. PIPE OR CONDUIT PENETRATING GYP.BOARD WALL WITH SLEEVE DETAIL

2" M

IN1/4"

1 1/2" MIN

STANDARD WEIGHT PIPE OR 1/4"THK FORMED PLATE SLEEVE

MECHANICAL PIPE ORELEC. CONDUIT - RE:MECH. AND ELEC. DWGSFOR LOCATIONS AND SIZES

PIPE INSULATION RE: MECH.DWGS FOR DETAILS

5/8" GYP BOARD ON EACH SIDE OF 6" OR 3 5/8" METALSTUDS @ 16"O.C. (2 LAYERS OFGYP BOARD - 2 HOUR FIRERATED)


EQUAL TO UL SYSTEM NUMBER W-L-1003TYP. PIPE OR CONDUIT PENETRATING GYP.BOARD WALL WITH SLEEVE DETAIL

2" M

IN1/4"

1 1/2" MIN

FIRE SEALANT W/ BACKER RODALL AROUND BOTH SIDES

FIRESTOP SEALANTALL AROUND BOTHSIDES

5/8" THK GYP BOARD ON BOTHSIDES OF METAL STUD FRAME


FIRESTOP SEALANT ALLAROUND BOTH SIDES

ELECTRICALCABLE TRAY

5/8" GYP BOARD ON EACHSIDE OF 6" OR 3 5/8"METAL STUDS @ 16"O.C.(2 LAYERS OF GYP BOARD- 2 HOUR FIRE RATED)

EQUAL TO UL SYSTEM NUMBER W-L-4005 TYPICAL CABLE TRAYPENETRATING GYP BOARD WALLDETAIL

AS R

EQUI

RED

DEPT

H OF

CAB

LE T

RAYS

FIRESTOP SEALANT W/BACKER ROD ALL AROUNDBOTH SIDES


MECHANICAL PIPE OR ELEC.CONDUIT - RE: MECH. ANDELEC. DWGS FORLOCATIONS AND SIZES

5/8" GYP BOARD ON EACH SIDE OF6" OR 3 5/8" METAL STUDS @ 16"O.C.(2 LAYERS OF GYP BOARD - 2 HOURFIRE RATED)

EQUAL TO UL SYSTEM NUMBER W-L-1001TYP. PIPE OR CONDUIT PENETRATINGGYP. BOARD WALL WITHOUT SLEEVE

1/4" M

IN

FIRESTOP SEALANT W/BACKER ROD ALL AROUNDBOTH SIDES


L 1 1/2 x 1 1/2 x 16GA MINSTEEL ANGLE ON BOTHSIDES OF GYP BOARDWALL

5/8" GYP BOARD ON EACH SIDEOF 6" OR 3 5/8" METAL STUDS @16"O.C. (2 LAYERS OF GYPBOARD - 2 HOUR FIRE RATED)

EQUAL TO UL SYSTEM NUMBER W-L-7040OR W-L-7042 TYP. MECHANICAL DUCTPENETRATING GYP. BOARD WALL

SEE

MECH

DW

G FO

R SI

ZE

MECH

ANIC

AL D

UCT

5/8" GYP BOARD ON EACH SIDEOF 6", 8" OR 3 5/8" METAL STUDS@ 16" O.C. (2 LAYERS OF GYPBD - 2 HOUR FIRE RATED)

PRESS PUTTY INTO THEPERIMETER BETWEEN OUTLETBOX AND THE STUD OR GYPBOARD ALL AROUND SEAL ALL"KNOCK-OUT" HOLES CONTAININGWIRE OR CONDUIT WITH PUTTY

METALLIC OUTLETBOX SIZE UP TO "4S"

1/8" THICK MOLDABLEFIRESTOPPING PUTTYCOVERING ALL EXPOSEDSURFACES OF OUTLET BOX

1. THIS DETAIL SHALL NOT PRECLUDE ANY REQUIREMENTSSHOWN ON THE ARCHITECTURAL DETAIL SHEETS FORSOUND RATED OR FIRE RATED ASSEMBLIES. SUCHDETAILS SHALL OVERRIDE THIS DETAIL WHENAPPLICABLE.

2. THE REQUIREMENTS FOR A CONDUIT PASSINGTHROUGH A SECURE BOUNDARY SHOWN ON THISSHEET SHALL BE IN ADDITION TO THE ACOUSTICALTREATMENT SHOWN ON THIS DETAIL WHEN APPLICABLE.

ACOUSTICAL SEALANTAPPLIED AROUND THEPERIMETER OF THEPENETRATION WALL CAVITY

INSULATION

URETHANEBACKER ROD

CONDUITSTHROUGH WALL

NOTES:

FIRE SAFING

BUR

NS

& M

cDO

NN

ELL

9400

WAR

D P

ARKW

AYKA

NSA

S C

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MO

641

14(8

16) 3

33-9

400


51

D

2 3

C

4

A

B

DAT

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PR.

DR

AWIN

G C

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E:

DR

AWN

BY:

DES

IGN

ED B

Y:D

ATE:

CH

ECKE

D B

Y:

SCAL

E:

SHEETREFERENCE

NUMBER:

CO

PYR

IGH

T ©

201

3 BU

RN

S AN

D M

CD

ON

NEL

L EN

GIN

EER

ING

CO

MPA

NY,

INC

.

SHEET OF

6 7 8 9

DAT

E

DES

CR

IPTI

ON

SYM

BOL

REV

ISIO

NS

E

F

FILE:DATE:

U.S

. AR

MY

ENG

INEE

R D

ISTR

ICT

CO

RPS

OF

ENG

INEE

RS

MO

BILE

, ALA

BAM

A

PRO

JEC

T EN

GIN

EER

/AR

CH

ITEC

T

MOBILE DISTRICT


DEFI

N ITI

VE D

ESIG

NBA

SE X

, CO N

USAs

indi

cate

d

4/16/2013 9:51:39 AM

TJ K

IM

A. B

ERKE

TJ K

IM

4/17

/201

3

EP12

A-84

0

A-840

TYPI

CAL

PEN

ETR

ATIO

ND

ETAI

LS4/

17/2

013

TJ K

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KC-

46A

TWO-

BAY

FLIG

HT S

IMUL

ATOR

GENERAL NOTES

SCALE: 1 1/2" = 1'-0"C5 DETAILSCALE: 1 1/2" = 1'-0"C3 DETAIL

SCALE: 1 1/2" = 1'-0"E3 DETAIL

SCALE: 1" = 1'-0"A5 DETAILSCALE: 1" = 1'-0"A3 DETAIL

1. CAUTION: THE PURPOSE OF THIS SHEET IS TO DESCRIBE TYPICAL DETAILSUSED IN CONJUNCTION WITH THE METAL FRAMED PARTITION SYSTEM. AS ADRAWING INTENDED TO ILLUSTRATE AN OVERALL SYSTEM OFCONSTRUCTION, THIS SHEET MAY SHOW DETAILS WICH DO NOT APPLY TOTHE WORK OF THIS PROJECT. REFER TO THE FLOOR PLANS, REFLECTEDCEILING PLANS, SECTIONS, AND DETAILS TO DETERMINE WHICH CONDITIONSEXIST AND WHICH DETAILS APPLY. NOT ALL DETAILS SHOWN ARE USED.

2. THE "PRIORITY" OF PARTITIONS OF DIFFERENT TYPES IS DETERMINED ASFOLLOWS:FIRE-RATED PARTITIONS HAVE PRIORITY OVER NON-RATED PARTITIONS.PARTITIONS WITH GREATER FIRE-RATINGS HAVE PRIORITY OVERPARTITIONS WITH LESSER FIRE-RATINGS.

3. PROVIDE OUTLET BOX MOLDABLE FIRESTOPPING PUTTY WHERE:AGGREGATE SURFACE AREA OF OUTLET BOXES EXCEEDS 100 SQUAREINCHES IN ANY 100 SQUARE FEET OF CONTINUOUS WALL SURFACE.OUTLET BOXES ON OPPOSITE SIDES OF PARTITION SHALL BE SEPARATED(HORIZ DIM) BY LESS THAN 24 INCHES.

SCALE: 3" = 1'-0"E5 TYPICAL OUTLET FIRE STOPPING

SCALE: 12" = 1'-0"A1 CONDUIT PENETRATION

1' - 3"

11" (AT SIM BAY)

6" (TYP)

6" METAL STUD W/ BATTINSULATION (INSULATIONTHICKNESS VARIES PERBASE LOCATION)

5/8" GYPSUM WALLBOARD

GRID

1/2" EXTERIORSHEATHING (AIR BARRIER- SEAL AND TAPE ALLJOINT AND PENETRATION)

2 1/4" AIR SPACE

3 5/8" BRICK (ORALTERNATEVENEER PER BASEDESIGN STANDARD) STEEL STRUCTURE

RE: STRUCTURE DWGS

VAPOR BARRIER(REQUIREMENT ANDLOCATION OF VAPORBARRIER TO BECONFIRMED PERBASE LOCATION)

FOIL FACED 2 "RIGID INSULATIONTAPE ALL JOINTAND PENETRATION

PROVIDE COLUMN COVERWHERE FINISH CEILING ISPROVIDED - 5/8" GYP. BDON SSMA: 250S125-33METAL STUD AT 16" ONCENTER

NO GYP.BD BEHINDCOLUMN IF COLUMNCOVER IS PROVIDED.

SLIP CONNECTION RE:STRUCTURE DRAWING

RE: STRUCTURAL DWGS

GRID

1/2" EXTERIOR SHEATHING2" RIGID INSULATION

STANDING SEAM METALROOF, VAPOR BARRIER,RIGID INSULATION, 1/2"EXTERIOR SHEATHINGUNDERLAYMENT (AIRBARRIER - SEAL AND TAPEALL JONT ANDPENETRATION) AND METALROOF DECK.

CONT. GALV. STEEL ANGLETREATED WOODBLOCKING

1' - 4

"

METAL FASCIA(FINISH ANDHEIGHT MATCH TOEAVE)

CONT. 3/4" TREATEDPLYWOOD

VERIFY W/ ROOFPANEL DEPTH

1' - 3" 6"

1' - 9"

EXPANDABLE FOAMINSULATION FILL AT FLUTE

1"3"1"

DEEP LEG RUNNER ANCHORTO ROOF DECK ONLY

EXTEND EXTERIORSHEATHING TO METALDECK FLUTES

CONT. CLIP ANGLECLOSURE - ATTACHED TOSTEEL BEAM ONLY

GRID

METAL WALL PANEL

REFERENCE ADDITIONALNOTES & DIMENSIONSFROM DETAIL AT LEFT

CONT.STAINLESSSTEELFLASHING

METAL WALL PANELPER BASE STANDARD(PROFILED VERTICALPANEL SHOWN)

GALVANIZED STEELGIRT.(GAGE AND SPACING TOBE DETERMINED PERSELECTED METAL PANELAND WIND LOAD)

BOTTOM OFMETAL PANEL

ELEVATION VARIES:REFER TO EXTERIORELEVATION AND WALLSECTION

MASONRY VENEER WALL

2" 1' - 3" 6"CONT. SEALANT

PAINT ON 5/8" GYP BD

6" BATT INSULATION(INSULATION THICKNESSVARIES FOR BASELOCATION)

GRID

1/2" EXTERIOR SHEATHING(AIR BARRIER)

2" RIGID INSULATION

2 1/4" AIR SPACE

FACE OF BRICKBEYOND

CONT. DRIP

S.S. FLASHING W/ WEEPHOLE @ 2'-8" O.C.

WEEP/VENT @ 2'-8" O.C.

1/2" ALUM. REVEAL

BASE PER SCHED.

ALUM. WINDOW FRAMEW/ INSUL. GLASS

2" DOUBLE 16 GA. STUD

3/4" SOLID SURFACEWINDOW SILL

1' - 9"

FINISH FLOOR PER SCHED.

GRADE

3' - 4

"

1/8" GALV STEEL PLATEFASTEN TO MTL STUD

CONC. FLOOR SLAB

VAPOR BARRIER

6" MIN GRANULAR FILL

DAMP PROOFING

2" PERIMETER RIGIDINSULATION - EXTEND TOFOOTING (INSULATIONREQUIREMENT TO BECONFIRMED W/ BASESTANDARD)

1"

MIN .4"

10" CAVITY DRAINAGEMATERIAL AT BOTTOMOF BRICK AND ATSHELF ANGLE TYP.THRU WALL FLASHING8" MIN RETUREN ANDSEAL

STAINLESS STEEL DRIPSET IN SEALANT.

8"

PRECAST SILL

GRID

INSULATED /TRANSLUCENT WALLPANEL - CONTINUOUS

PRECAST SILL

TUBE STEEL STRUCTURE- GIRT W/ EXPANDABLEINSULATION FILL TYP.

312

2' - 2"

SLIP CONNECTION

1"

3"

1" M

IN

8"1"

1" 7"6"

1/2"

3' - 4"

METAL SOFFIT PANEL ON087F125-33 MTL FURRINGCHANNELS AND 600S125-43RAFTER AT 2'-8" O.C. MAX

METAL FASCIA OVERTREATED 3/4 CONT.PLYWOOD OVER CONT.STEEL BENT PLATE

CONT. DRIP

CONT. PRE-FINISHEDMETALTRIM AT EACH END.FINISH TO MATCH METALSOFFIT PANEL

CONT. BENT PLATE (16GA)EACH SIDE WELDED TOMETAL DECK FLUTECLOSURE - DO NOT ATTACHTO WALL BELOW

REFERENCE TYP. EXTERIORWALL CONSTRUCTION A7/A-850FOR WALL MATERIAL ANDDIMENSION

CONT. STAINLESSSTEEL FLASHING

TRANSLUCENT WALL PANEL EXTERIOR METAL WALL PANEL


METAL WALL PANEL PER BASESTANDARD (PROFILEDVERTICAL PANEL SHOWN)


BOTTOM OFSOFFIT

1'-6" FASCIA DIMENSIONWILL VARY PERINSULATION THICKNESS

ROOF INSULATION THICKNESS VARIESPER BASE. 4" SHOWN IN THIS DETAIL

T.O. STL BEAM

2' - 1

1/2"

CONT. METAL GUTTER

STANDING SEAM METAL ROOF WITH PURLINS, VAPORBARRIER (REQUIREMENT/LOCATION TO BE CONFIRMED WITHBASE) RIGID ROOF INSULATION, 1/2 EXTERIOR SHEATHINGUNDERLAYMENT (AIR BARRIER - SEAL AND TAPE ALL JOINTSAND PENETRATIONS) AND METAL ROOF DECK

TREATED WOODBLOCKING

CONT. BENT PLATE (12GA) METAL DECK FLUTECLOSURE SCREW TO ROOF DECK.FILL WITH EXPANDABLE FOAM INSULATION

METAL FLASHING

SNOW GUARD AND ICE SHIELDMEMBRANE PER BASE REQUIREMENT

1' - 6

"

GRID

REFERENCE TYP. EXTERIORWALL CONSTRUCTION FORWALL MATERIAL ANDDIMENSION

EXTEND EXTERIORSHEATHING AND VAPORBARRIER TO ROOF DECK

3"1"

3"1"

REFERENCE TYP. EXTERIORWALL CONSTRUCTION FORWALL MATERIALS ANDDIMENSIONS

1' - 6"

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SCALE: 1" = 1'-0"A7 TYP. EXT WALL CONSTRUCTION

SCALE: 1" = 1'-0"A1 ROOF SECTION AT GABLESCALE: 1" = 1'-0"A4 TYP. WALL SECTION AT GRADE

SCALE: 1" = 1'-0"C1 TYP. SECTION @ SIM HIP ROOF

GRID

CONT. METAL GUTTER

METAL SOFFIT PANEL ON 087F125-33MTL FURRING CHANNELS AND600S125-43 RAFTER AT 2'-8" O.C.MAX

METAL FASCIA OVERTREATED 3/4" CONT.PLYWOOD OVER CONT.STEEL BENT PLATE

312

STANDING SEAM METAL ROOF WITH PURLINS, VAPORBARRIER (REQUIREMENT/LOCATION TO BE CONFIRMED WITHBASE) RIGID ROOF INSULATION, 1/2" EXTERIOR SHEATHINGUNDERLAYMENT (AIR BARRIER - SEAL AND TAPE ALL JOINTSAND PENETRATIONS) AND METAL ROOF DECK

2' - 8" 1' - 3" 6"

TREATED WOODBLOCKING

1' - 4

"

8"1"

CONT. BENT PLATE (12GA) METAL DECK FLUTECLOSURE SCREW TO ROOF DECK.FILL WITH EXPANDABLE FOAM INSULATION

METAL FLASHING

1" 7"

6"

1/2"

CONT. PRE-FINISHED METALTRIMAT EACH END. FINISH TO MATCHMETAL SOFFIT PANEL

CONT. BENT PLATE (16GA)WELD TO METAL DECK FLUTECLOSURE - DO NOT ATTACHTO WALL BELOW

EXPANDABLE JOINT FILLER

REFERENCE TYP.EXTERIOR WALLCONSTRUCTION A7/A-850FOR WALL MATERIALAND DIMENSION

CONT. DRIP

BOTTOMOF SOFFIT

SNOW GUARD AND ICE SHIELDMEMBRANE PER BASE REQUIREMENT

1"3"

EXTEND EXTERIORSHEATHING OVER SLIP JOINTWITH 1" GAP

1'-4" FASCIA DIMENSIONWILL VARY PERINSULATION THICKNESS

BRICK SOLDIER COURSERE: ELEVATION

ROOF INSULATIONTHICKNESS VARIES PERBASE. 4" SHOWN IN THISDETAIL

EXTERIOR BRICK WALL EXTERIOR METAL WALL PANEL


GRID

EDGE OF SOFFIT

2' - 8" 1' - 3" 6"

BOTTOMOF SOFFIT


METAL WALL PANEL PERBASE STANDARD(PROFILED VERTICALPANEL SHOWN)

MAX

4"

GALVANIZED STEEL GIRT.(GUAGE AND SPACING TOBE DETERMINED PERSELECTED METAL PANELAND WIND LOAD)

BOTTOM OFMETAL PANEL

ELEVATION VARIES: REFERTO EXTERIOR ELEVATIONAND WALL SECTION

T.O. STL BEAM

1' - 9

"

SLIP CONNECTION RE:STRUCTURAL DRAWINGCONT. CLIP ANGLECLOSURE - ATTACHED TOSTEEL BEAM ONLY

VARI

ES

1' - 9

"

T.O. STL BEAMT.O. STL BEAM

REFERENCE ADDITIONALNOTES & DIMENSIONSFROM TYP. EXTERIORWALL DETAIL AT A7/A-850

THRU-WALL FLASHING -FASTEN AND SEAL ATMETAL STUD

GRID

1' - 6" OR 1'-1"

1'-9" TYP

2' - 2" AT HIGH BAY

11" OR 6"VAPOR BARRIER

1"3"

1"

10" CAVITY DRAINAGEMATERIAL

WEEP/ VENT 2'-8" O.C.

STAINLESS STEELDRIP SET IN SEALANT

SEALANT W/BACKERROD

COMPRESSIBLE FILLER

LIPPED BRICK BELOWSHELF ANGLE TYP.

3" EXTERIOR SHEATHINGOVERLAP AT SLIP JOINTSTUD CONNECTION

TUBE STEEL ANDSHELF ANGLERE: STRUCT.

MTL STUD SLIPCONNECTION

EXPANDABLE FOAMINSULATION

MIN

1' - 0

"SE

E RC

PFO

R CE

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HEI

GHT2"

5/8" GYPSUM WALLBULKHEAD ON SSMA:362S125-33 METALSTUD ON 16" O.C.

FINISH CEILING - SEEROOM FINISH SCHEDULE

GRID

OR 2'-2"

1' - 9"

2' - 8

"8"

RE: A4/A-850 FORADDITIONAL NOTEAND DIMENSION

BRICK SOLDIER COURSEACCENT BAND PERBUILDING ELEVATION

EXTERIOR VENEERMATERIAL PERBUILDING ELEVATION

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SCALE: 1" = 1'-0"C1 TYP. SECTION @ GABLED ROOF

SCALE: 1 1/2" = 1'-0"D7 TYP. DETAIL AT MASONRY SHELF ANGLE0 1/2' 1' 1 1/2'

SCALE:1-1/2"-1'

0 1" 2"

SCALE:1"-1'

SCALE: 1" = 1'-0"A7 BULKHEAD DETAIL0 1" 2"

SCALE:1"-1'

SCALE: 1" = 1'-0"A5 TYP. WALL SECTION AT GRADE0 1" 2"

SCALE:1"-1'

RIDGE PLATE -SEE STRUCTURAL

METAL DECK

STANDING SEAM METAL ROOF

CONTINUOUS CAULK EACH SIDE

RIDGE CAP - POP RIVETTO PANEL CLOSURE @4'-0" O.C. MAX.

PANELCLOSURE

RIGIDINSULATION

FASTENERS - MIN.2 PER PANELCLOSURE

TREATED WOOD BLOCKING

ALL PENETRATIONSTHROUGH FLAT PANEL ONLY.

FLEXIBLE FLASHING BYROOFING CONTRACTOR

S.S. BAND CLAMP

VENT OR PIPE

STANDING SEAM METALROOF PANELS

SEALANT BETWEENMETAL ROOF PANELAND FLEXIBLEFLASHING

STANDING SEAM METAL ROOF PANEL

2"

STANDING SEAM METAL ROOFPANEL HOLD-DOWN CLIP

FASTEN HOLD-DOWN CLIP TOROOF PURLIN BELOW

ROOF "Z" PURLIN ATTACHTO ROOF JOIST BELOW

CONTINUOUS CLEAT W/FASTENERS, 2" O.C. MAX.

CONTINUOUSCAULK AT LAPS CENTER RIB - 1" MIN. HEIGHT

VALLEY FLASHING

PANEL CLIPS - TWO ABOVEVALLEY FLASHING

STANDING SEAM METALROOF PANELS

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4/16/2013 9:53:46 AM

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SCALE: 3" = 1'-0"E7 RIDGE DETAIL

SCALE: 3" = 1'-0"C7 PLUMBING VENT DETAIL

SCALE: 12" = 1'-0"A7 TYPICAL 2" PANEL CRIMP DETAIL

SCALE: 3" = 1'-0"E4 ROOF VALLEY DETAIL

*

GENERAL NOTES:

AIR DISTRIBUTION DEVICE IDENTIFICATION

AIR FLOW

A

175 CFM

PIPE LINE ABBREVIATIONS

COND

DR

MW

SPEC. TYPE

BALANCING VALVE

MV

AV

MANUAL AIR VENT - SEE SPECIFICATIONS

PRESSURE GAUGE

THERMOMETER

RELIEF, SAFETY OR THERMAL RELIEF VALVE

Y-TYPE STRAINER

SELF CONTAINED PRESSURE

REMOVABLE CAP

REDUCING (REGULATING) VALVE

CONTROL VALVE

BACKFLOW PREVENTION ASSEMBLYBP

PDV

SUCTION DIFFUSER

PUMP DISCHARGE VALVE

GATE VALVE

BUTTERFLY VALVE

CHECK VALVE

3 - WAY VALVE

BALL VALVE

AUTOMATIC AIR VENT ASSEMBLY

BLIND FLANGE

REDUCER (CONCENTRIC)

UNION

PIPE LINE ACCESSORIES

FOR APPROPRIATE VALVE TYPE.

FLEX CONNECTION

TEST CONNECTION

REDUCER (ECCENTRIC)

OUTSIDE SCREW & YOKEOS&Y

WITH EQUIPMENTCOMPONENTS TO BE FURNISHED

PUMP

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

MOTORIZED CONTROL VALVE

COOLING COIL CONDENSATE DRAIN

DRAIN

MAKE-UP WATER (AFTER BACKFLOWPREVENTER)

NOTE: NECK SIZE AS INDICATED ON PLANS

M

ELEMENT SHOWN IN PARENTHESISFINNED TUBE RADIATION. LENGTH OF(3'-0")

VAV- VARIABLE AIR VOLUME TERMINAL BOX

BDBACKDRAFT DAMPER

MANUAL BALANCE DAMPER

CONTROL DAMPER, MOTOR OPERATED

FLEXIBLE DUCT CONNECTION

RECTANGULAR ELBOW W/TURNING VANES

TEE W/TURNING VANES

RISE IN RESPECT TO AIR-FLOW

DROP IN RESPECT TO AIR-FLOW

SQUARE OR RECTANGULAR TOROUND TRANSITION

SUPPLY OR OUTSIDE AIR DUCT SECTION

RETURN OR EXHAUST AIR DUCT SECTION

SQUARE OR RECT. SUPPLY DIFFUSER

THERMOSTAT

HUMIDISTAT

HVAC LEGEND

ACCESS DOOR (AD), ACCESS PANEL (AP)AD

FIRE/SMOKE (F/SD)-SMOKE-DAMPERS: (SD)S

AD

AD

DETAIL/SECTION TITLE

NUMBER = DETAIL DESIGNATORLETTER = SECTION DESIGNATOR

DETAIL

SECTION CUT SYMBOL

SECTIONDESIGNATOR

INDICATES PERSPECTIVEAND LIMITS OF SECTION

A

DETAIL/SECTION CALLOUT SYMBOL

INDICATESLIMITS OFDETAIL/SECTION

ROUND FLEXIBLE DUCT(5'-0" MAX LENGTH)

AD

INDICATES PERSPECTIVEOF DETAIL/SECTION

CARBON DIOXIDE MONITOR

24x1224x12 FO

12"ØAFFAHU

BOD

DNEL

ELLEAEGERF

FCUFFFO

FOBFOT

HWP

HHWSHHWR

LRECTANGULAR DUCT DIMENSION (INCHES)FLAT OVAL DUCT DIMENSION (INCHES)ROUND DUCT DIMENSIONABOVE FINISHED FLOORAIR HANDLING UNITBOTTOM OF DUCT

DOWNELEVATIONELBOWEXHAUST AIREXHAUST GRILLEEXHAUST REGISTERFANFAN COIL UNITFLAT FACEDFLAT OVALFLAT ON BOTTOMFLAT ON TOP

HOT WATER PUMP

HEATING HOT WATER SUPPLYHEATING HOT WATER RETURN

LOUVER

M-003A

M-001

DETAIL/SECTIONDESIGNATOR

DRAWING WHEREDETAIL/SECTION IS TAKEN

DRAWING WHERESECTION IS DRAWN

DRAWING WHEREDETAIL/SECTION ISDRAWN

MANCNOOAOBPB

PSIAPSIGRARG

SCHSASR

TOCTODTOSUH

VAVV

MIXED AIRNORMALLY CLOSED (FAIL POSITION)NORMALLY OPEN (FAIL POSITION)OUTSIDE AIROPPOSED BLADEPARALLEL BLADEPOUNDS PER SQUARE INCH ABSOLUTEPOUNDS PER SQUARE INCH GAUGERETURN AIRREFRIGERAT HOT GAS DISCHARGESCHEDULESUPPLY AIRSUPPLY REGISTERTOP OF CONCRETETOP OF DUCTTOP OF STEELUNIT HEATER

VARIABLE AIR VOLUMEVENT

MECHANICAL ABBREVIATIONS

MANBARS

RECTANGULAR RADIUS ELBOW

RETURN AIR DIFFUSER

EXHAUST AIR DIFFUSER

LINEAR SLOT SUPPLY DIFFUSER

METERM

LEGEND IS GENERAL IN NATURE AND MAY INDICATE MORE INFORMATION THAN IS APPLICABLE TO PROJECT. SEE PLANS FORSPECIFIC SYMBOLS AND ABBREVIATIONS.

PROVIDE ALL MATERIALS, VALVES, HANGERS, ETC. AND EQUIPMENT AND PERFORM ALL LABOR REQUIRED TO INSTALLCOMPLETE AND OPERABLE MECHANICAL SYSTEMS AS INDICATED ON THE DRAWINGS, AS SPECIFIED, AND AS REQUIRED BYCODE.

INSTALL ALL MECHANICAL EQUIPMENT AND APPURTENANCES IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS,CONTRACT DOCUMENTS, AND APPLICABLE CODES AND REGULATIONS.

COORDINATE CONSTRUCTION OF ALL MECHANICAL WORK WITH STRUCTURAL, CIVIL, ELECTRICAL WORK, ETC., SHOWN ONOTHER CONTRACT DOCUMENT DRAWINGS.

MAINTAIN A MINIMUM OF 6'-8" CLEARANCE TO UNDERSIDE OF PIPES, CONDUITS, ETC., THROUGHOUT ACCESS ROUTES AND INMECHANICAL ROOMS.

LOCATE ALL MECHANICAL EQUIPMENT FOR UNOBSTRUCTED ACCESS TO UNIT ACCESS PANELS, CONTROLS, AND VALVING.

VERIFY DIMENSIONS AND CONNECTION SIZE WITH FURNISHED EQUIPMENT.

ALL ELEVATIONS ARE ABOVE FINISHED FLOOR TO BOTTOM OF DUCT, PIPE, OR PIPE INSULATION UNLESS NOTED OTHERWISE.

DUCT DIMENSIONS INDICATED REFER TO SHEET METAL DIMENSIONS. SHEET METAL SIZE SHALL BE AIR OPENING DIMENSIONPLUS THE THICKNESS OF ACOUSTICAL LINER WHERE LINER IS INSTALLED. WHERE LINER IS NOT INSTALLED, AIR OPENING SIZEAND SHEET METAL SIZE SHALL BE THE SAME.

DUCT STATIC PRESSURE CLASSIFICATION: UNLESS OTHERWISE INDICATED, CONSTRUCT DUCTS ON THE DISCHARGE SIDE OFFANS AND VAV BOXES TO HAVE 1.0 IN. W.C. POSITIVE PRESSURE AND DUCTS ON THE INLET SIDE OF EQUIPMENT TO HAVE 1.0IN. W.C. NEGATIVE PRESSURE CLASSIFICATIONS. DUCTS ON OUTLET SIDE OF AHU'S SHALL HAVE 3.0 INCH POSITIVE PRESSURECLASS DUCT.

LOCATE TRANSFER AIR DUCTS AND OPENINGS 24" ABOVE HIGHEST CEILING ELEVATION UNLESS OTHERWISE NOTED.

COORDINATE ALL WALL AND ROOF PENETRATIONS WITH STRUCTURAL AND ARCHITECTURAL PLANS.

INSTALL TEMPERATURE CONTROLS AT 48" ABOVE FINISHED FLOOR AND COORDINATE WITH OTHER DEVICES LOCATED ONWALLS. COORDINATE WITH ARCHITECTURAL WALL FINISHES.

OCCUPANCY SENSORS SHALL BE PROVIDED BY DIVISION 26. WIRE OCCUPANCY SENSOR BACK TOCORRESPONDING VAV BOX AS SCHEDULED FOR VENTILATION CONTROL. CO2 SENSORS SHALL BEPROVIDED BY DIVISION 23. CO2 SENSOR BACK TO CORRESPONDING VAV BOX AS SCHEDULED FORVENTILATION.

PROVIDE STRUCTURAL EQUIPMENT PADS IN ACCORDANCE WITH DETAIL IN STRUCTURAL DRAWINGS.

EMERGENCY HVAC SHUT-OFF SWITCH

M MOTOR

CUH CABINET UNIT HEATER

HWB HOT WATER BOILER

ESS

H

T

CO2

DEFINITIVE DESIGN NOTES:

1.

2.

REDUNDANT SYSTEMS FOR HEATING AND COOLING THE BUILDING ARE NOT REQUIRED.

MULTIPLE SYSTEMS ARE USED FOR COMPUTER ROOMS AND COMM EQUIPMENT ROOMS THAT HAVE A HEAT LOAD OF OVER 5TONS, BUT ARE NOT REDUNDANT.

ASSUMPTIONS:

1.

2.

3.

4.

5.

REFER TO THE DESIGN ANALYSIS FOR APPLICABLE STANDARDS AND CODES USED IN THE DEVELOPMENT OF THISDEFINITIVE DESIGN.

THE DEFINITIVE MECHANICAL DESIGN IS BASED UPON A VARIABLE AIR VOLUME AIR SIDE SYSTEM FOR THE BUILDING WITHCOOLING PROVIDED BY AN AIR COOLED CHILLER AND HEATING FROM HOT WATER BOILERS. MECHANICAL DESIGNER SHALLBASE FINAL SYSTEM DETERMINATION ON RESULTS OF A LIFE CYCLE COST ANALYSIS.

ESTIMATED LOADS HAVE BEEN USED FOR THE COMM ROOM EQUIPMENT. SIMULATOR EQUIPMENT LOADS HAVE ALSO BEENESTIMATED IN THE SIMULATOR BAYS, THE COMPUTER ROOMS AND THE PART TASK TRAINING ROOMS. ACTUAL LOADSFROM THE EQUIPMENT PROVIDER ARE TO BE SUBSTITUTED.

GEOGRAPHICAL LOCATION, SCHEDULE OF BUILDING OPERATIONS, UTILITY RATES AND FINAL OCCUPANCY ARE UNKNOWN.THE SYSTEMS DEPICTED ARE BASED ON AN ASSUMED POPULATION AND USE PRELIMINARY HEATING AND COOLINGEQUIPMENT LOADS FROM CLIMATE ZONE 7.

POTENTIAL MECHANICAL SYSTEMS FOR CONSIDERATION IN LIFE CYCLE COST ANALYSIS:a. VARIABLE AIR VOLUME (VAV)

i. ENERGY RECOVERYii. DEMAND CONTROL VENTILATION

b. DEDICATED OUTDOOR AIR (DOAS)c. GROUND SOURCE HEAT PUMPSd. CHILLED WATER (AIR COOLED CHILLERS)e. HOT WATER HEATINGf. ELECTRIC HEATg. ECONOMIZER (AIR SIDE AND WATER SIDE)

BASIS OF DESIGN:

BUR

NS

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NUMBER:

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SHEET OF

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4/17

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01

M-001

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UP

CH-1

CU-2

CU-1

CRU-2

CRU-1

AHU-2

CHWSURGETANK

CHEM-1

CHEM-2HWP-3

COMPUTER125

BOT124

SIMULATORBAY-1123-1

UPS-1118-1

ELEC119

MECHANICAL117

FIRE PUMP ROOM121

ELEV-1101-1

VEST.-1100-1

PART TASKTRAINER

114STAIR 2-1115-1

BOT126

STAIR 1-1102-1

CORR-1103-1

SIM MX/PARTS116

BREAK108

COPY/FAX107

CO

R O

FFIC

E10

6

SITE

MAN

AGER

105

SCHED.104

TOILET112

CORR

109

TOILET111

CHWP-1

CRU-3

CRU-4

HWB-1

HWB-2CHWP-2

1 2 2.6 3 4 5 6 7 8 9 9.8 10 11 12

G

F

E

D

C

11.8

B

A

11.1

F.8

24"ø SA

18"ø

SA

16"x12" SA18" SA UP

24"x16" RA UP

AHU-1

30"x20" RA

120"x36" RA

48"x48" OA

48"x96" OA UP TO RH-2

30"x30" OAUP TO RH-1

30"x30" OA

24"ø SA

VAV-3

VAV-4VAV-5

VAV-6

VAV-2

VAV-1

1

1

1

11

T

ESS

TT

TT

2

SA

RA

SA

RA

SA

RA

SA

RA

SA

SA

SA

SA

1

UH-1

UH-2UH-3

EF-3

EF-1

SF-1

RF-1

84x12INTAKELOUVER

78x12INTAKELOUVER

TA

24x24 EXHAUST LOUVER3

COMM122

CORR-1103-1

MM

HOT WATER EXP TANK

76x24 EXHAUST LOUVER3

30x24 EXHAUSTLOUVER (ABOVE)3 36"x48" SA UP

TO AHU-2

TA

TA

21x21EXHAUSTLOUVER

24"x12" RA

SASA

120"x96" RETURN GRILLE 4

GLYCOL

T

T

T

CUH-3CUH-4

T

CUH-2

T

CUH-1

T

HWP-2

HWP-4

CU-3

HUM-1

3

3

5

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FILE:DATE:

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1/8

" = 1

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4/15/2013 2:49:33 PM

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ARR

E

K. H

IMES

J. B

UR

GER

4/17

/201

3

EP12

M-1

01

M-101

FIR

ST F

LOO

R M

ECH

ANIC

ALH

VAC

PLA

N4/

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1 FIRST FLOOR MECHANICAL HVAC PLAN

NOTES:1. SEE DRAWING M-001 FOR GENERAL NOTES, LEGEND AND

ABBREVIATIONS.

2. SEE DEFINITIVE DESIGN NOTES ON M-001 FOR DESIGNER INSTRUCTIONS AND NOTES FOR HOW TO USE THIS DRAWING.

3. INDIVIDUAL ROOM AIR FLOWS TO BE DETERMINED AFTER SITESELECTION. DUCTWORK SIZES SHOWN ARE PRELIMINARY.

N

0 4' 8' 16'

SCALE:1/8"=1'

SEE DETAIL E1 ON SHEET M-502 FOR DUCTPENETRATION AT SECURE WALL, OR THRUFLOOR.

HVAC SYSTEM EMERGENCY SHUTDOWNSWITCH.

BLANK OFF UNUSED SECTION OF LOUVERWITH INSULATED METAL PANEL.

PROVIDE SECURITY GRILLE AND SECURITYMANBARS IN WALL PENETRATION.

SUPPLY GRILLE

KEYED NOTES:

1

2

3

4

5

1 2 2.6 3 4 5 6 7 8 9 9.8 10 11 12

G

F

E

D

C

11.8

B

A

11.1

F.8

VAV-7

VAV-8

VAV-11

VAV-12

VAV-13

VAV-14 VAV-15 VAV-16

VAV-17

RH-2

36x48 SA DN

48"x50" SA

1

T T T T

T

T

T

T

T

11

2

ESS

T24x16 RA DN

T

EA

EA

21"x21"EXHAUSTLOUVER

RA

SA

RA

RA

RA

RA

TA

TA

SA

SA

SA

SA

SASA SA

SA

SA

SA

SA

VAV-9VAV-10

18" SA DN

CUH-6CUH-5

T

T

CRU-5

M

96x88 RELIEFLOUVER

M

96x88 RELIEFLOUVER

6

4

M

48x88 RELIEFLOUVER 5

48x88 RELIEFLOUVER 3

SUPPLYGRILLE(TYP)

JAN208

CORR210

LOBBY200

BRIEF203

BRIEF204

BRIEF205

WOMEN'S TOILET206

MEN'S TOILET207

ST02214

ELEC211

LARGE BRIEF215

LARGE BRIEF216

BRIEF218

BRIEF219

BRIEF217

STAIR 1202

COMM221

LEARNINGCENTER

209

INSTRUCTORS212

CORR220

EF-2

RH-1

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REV

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E

F

FILE:DATE:

U.S

. AR

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ENG

INEE

R D

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CO

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OF

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1/8

" = 1

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4/15/2013 2:49:37 PM

T. K

ARR

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K. H

IMES

J. B

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4/17

/201

3

EP12

M-1

02

M-102

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1 SECOND FLOOR MECHANICAL HVAC PLAN

N

0 4' 8' 16'

SCALE:1/8"=1'

NOTES:1. SEE DRAWING M-001 FOR GENERAL NOTES, LEGEND

AND ABBREVIATIONS.

2. SEE DEFINITIVE DESIGN NOTES ON M-001 FORDESIGNER INSTRUCTIONS AND NOTES FOR HOW TOUSE THIS DRAWING.

3. INDIVIDUAL ROOM AIRFLOWS TO BE DETERMINEDAFTER SITE SELECTION. DUCTWORK SIZES SHOWNARE PRELIMINARY.

SEE DETAIL E1 ON SHEET M-502 FOR DUCTPENETRATION AT SECURE WALL, OR THRU FLOOR.

HVAC SYSTEM EMERGENCY SHUTDOWN SWITCH.

BLANK OFF INSIDE OF LOUVER WITH INSULATED METALPANEL.

PROVIDE 96x48 MOTORIZED DAMPER AT RELIEFLOUVER AND RELIEF BOOT. SEE DETAIL A6 ON SHEETM-502. BLANK OFF REMAINING LOUVER WITHINSULATED METAL PANEL.



KEYED NOTES:

1

2

3

4

5

6

STRAP HANGERS TRAPEZE HANGERS

60" MAX.

1" MIN.

REINFORCEMENT MAY BE USED FOR ATTACHMENTIF IT QUALIFIES FOR BOTH DUTIESONE HALF-ROUND MAY BE USED

IF DUCT SHAPE IS MAINTAINED.

24" DIA. MAX.50" DIA. MAX.

10" DIA. MAX.

LOAD RATEDFASTENERS

DO NOT EXCEED ALLOWABLE LOAD LIMITS

STRAP

ROD

ANGLES

STRAP ORANGLE

ROD

ALTERNATE LOCATION(VERIFY UPPERTRAPEZE LOAD CAPACITY)

SCREWS

SCREWS MAYBE OMITTEDIF HANGER LOOPS

HANGERSTRAPS

BAND

HANGER RODS,WIRES OR STRAPS

SECUREWIRE

BAND OF SAME SIZEAS HANGER STRAP

SIZE BOLT(S)FOR LOAD

NUTS

UNLESS FOOT OF STRAPIS PLACED UNDER ABOTTOM REINFORCEMANT

HANGERSMUST NOTDEFORM DUCTSHAPE

NOTE:

RECTANGULAR TRANSITION RECTANGULAR TO ROUNDTRANSITION

TURNING VANES DETAIL

1" 1"

1"1"

2" R

1" R

ROUND 90 ELBOW SQUARE 90 ELBOW

W

W

W

W

1.

TURNING VANES

MAX. SLOPE 1" IN 4"

ROUND DUCT

RECTANGULAR DUCTMAX. SLOPE1" IN 4"

1.5 x W

USE THIS DESIGN WHERE SQUARE 90°ELBOWSARE SHOWN ON DRAWINGS OR IF SPACE DOESNOT PERMIT ROUND 90° ELBOWS.

CEILING TO SIDEWALL TRANSFER SIDEWALL TRANSFER

CEILING TO CEILING TRANSFER

NON-FIRE RATED WALL

GRILLENON-FIRE RATED WALL

GRILLE

TRANSFER DUCT(LINED AS NOTED)

CEILING

GRILLEGRILLECEILING

GRILLE

CEILING

TRANSFER DUCT(LINED AS NOTED)

TRANSFER DUCT(LINED AS NOTED) NON-FIRE RATED

WALL (TYP.) TRANSFER DUCT(LINED)

NON-FIRERATED WALL

PLENUM TRANSFER

C

B

D

C D

B

A

B

A C D

DDIMENSION IS EQUAL TO

DIMENSIONS, SEE PLANS FOR SIZES

(MAX)30°

AIRFLOW

15° (RECOMMENDED)

AIRFLOW

AIRFLOWAIRFLOW

TURNING VANES @ 45° (TYP.)

TURNING VANES @ 45° (TYP.)

C +

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.

SHEET OF

6 7 8 9

DAT

E

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IPTI

ON

SYM

BOL

REV

ISIO

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E

F

FILE:DATE:

U.S

. AR

MY

ENG

INEE

R D

ISTR

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CO

RPS

OF

ENG

INEE

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, ALA

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GIN

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ITEC

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DEFI

N ITI

VE D

ESIG

NBA

SE X

, CO N

US 1

2" =

1'-0

"

4/16/2013 8:28:02 AM

T. K

ARR

E

K. H

IMES

J. B

UR

GER

4/17

/201

3

EP12

M-5

01

M-501

MEC

HAN

ICAL

DET

AILS

4/17

/201

3T.

KAR

RE

KC-

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TWO-

BAY

FLIG

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ATOR

SCALE: NTSD1 LOWER DUCT HANGAR ATTACHMENTS

SCALE: NTSD6 LOW VELOCITY DUCT LAYOUT

SCALE: NTSA5 TRANSFER DUCTWORK - NON FIRE RATED

SCALE: NTSA1 LOW PRESSURE "TEE" DUCT FITTING

SECURE RETAINING ANGLETO WALL SLEEVE WITH 1/2"LONG WELDS @ 8" O.C.

HINGED ACCESS DOORWITH LOCK HASP INBOTTOM OF DUCT

9 GAUGE STEEL WALL SLEEVE

BREAKAWAY SLIP JOINT (TYP.)

1-1/2" x 1-1/2" x 1/4" PERIMETERRETAINING ANGLE. SECUREANGLES @ 3" O.C. ANGLESMUST LAP STRUCTURALOPENING 1" MINIMUM

SECURE AREA NON-SECURE AREA

SECURITY MANBARS

NOTES:A = 20° MAX.

J = 45°

W

L

L = 1/4" W, 4" MIN.

AIRFLOW

J

A

RECTANGULAR DUCT,SEE PLAN FOR SIZE.

TAKEOFF ON BOTH SIDES OR SINGLE SIDE AS REQUIRED BYPLANS.

SEE SMACNA MANUAL FOR TAP-IN DETAILS.

WHEN FITTING HAS ONLY ONE SIDE SLOPED FOR A SINGLE SIDETAKE-OFF, THE TAP-IN SHALL BE INSTALLED IN SLOPED SIDE.CLINCH LOCK CONNECTION TO DUCT SHALL HAVE CORNERSEALS. (SEE SMACNA MANUAL).

EXTRACTORS, SCOOPS, DEFLECTORS OR DAMPERS THATPROTRUDE INTO THE MAIN DUCT SHALL NOT BE USED.BALANCING DAMPERS SHALL BE LOCATED TO PREVENTPROTRUSION INTO THE MAIN DUCT AND TO PROVIDE STABLE AIRFLOW AND MINIMAL NOISE WHEN ADJUSTED.

1.

2.

3.

4.

5.

BRANCH DUCT,SEE PLAN FORSIZE.

LOUVER

EXTERIORWALL

SLOPE DUCTWORK CONNECTEDTO LOUVER TOWARDS THEBUILDING EXTERIOR

NOTES:

o

AIR FLOW

45

4.

3.

2.

1.

SEE PLANS FORRECTANGULAR DUCT SIZE

RECTANGULAR TAP-IN(NOTE 2 AND 4)BALANCING DAMPER WITHLOCKING QUADRANT.

SEE NOTE 1, SEE PLANSFOR FLEX DUCT SIZE - MAX 5'-0"

DUCT TRANSITION

TAKEOFF ON BOTH SIDES OR SINGLE SIDE AS REQUIRED BY PLANS.

TAP-IN MAY BE RECTANGULAR OR ROUND. SEE SMACNA MANUAL FOR DETAILS.

WHEN FITTING HAS ONLY ONE SIDE SLOPED FOR A SINGLE SIDE TAKE-OFF, THE TAP-INSHALL BE INSTALLED IN SLOPED SIDE.

CLINCH LOCK CONNECTION TO DUCT SHALL HAVE CORNER SEALS (SEE SMACNA MANUAL).

SPIN-IN FITTING OR 45° BOOTAS INDICATED WITH DAMPER

SUPPLY DUCT

FLEX DUCT(MAX LENGTH = 5 FEET)

DIFFUSER DAMPER SECTION

T-BAR

CEILINGSUPPLY DIFFUSER

90° SHEETMETALELBOW

DRAW BAND

DUCT

1-1/2" POCKET SLIP

1-1/2" MIN. TO 3"MAX. INSTALLED.6" NOMINAL WITHMATERIAL TAUT.

WASHER

1" FLANGE AND HEM

FLEXIBLE MATERIALAS SPECIFIED

1" x 1/8"BAND IRON

BOLT ON 4" CENTERS

ALTERNATEPOSITION OF BOLT

FLANGEDCONNECTIONOF FAN SIDE

SHEET METAL ASSPECIFIED FORDUCTWORK

SHEET METAL ASSPECIFIED FOR DUCTWORK

LOUVER

EXTERIORWALL

SLOPE RELIEF BOOT TOWARDSTHE BUILDING EXTERIOR

29/32"24"

BOOT SHALL BE CLOSEDON BOTTOM AND THREESIDES, OPEN ON TOP.INSULATE WITH BOARDINSULATION.

MOTORIZEDDAMPER

BUR

NS

& M

cDO

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WAR

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DR

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BY:

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.

SHEET OF

6 7 8 9

DAT

E

DES

CR

IPTI

ON

SYM

BOL

REV

ISIO

NS

E

F

FILE:DATE:

U.S

. AR

MY

ENG

INEE

R D

ISTR

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CO

RPS

OF

ENG

INEE

RS

MO

BILE

, ALA

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ITEC

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MOBILE DISTRICT


DEFI

N ITI

VE D

ESIG

NBA

SE X

, CO N

US 1

2" =

1'-0

"

4/16/2013 8:28:04 AM

T. K

ARR

E

K. H

IMES

J. B

UR

GER

4/17

/201

3

EP12

M-5

02

M-502

MEC

HAN

ICAL

DET

AILS

4/17

/201

3T.

KAR

RE

KC-

46A

TWO-

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FLIG

HT S

IMUL

ATOR

SCALE: NTSE1 DUCT PENETRATION AT SECURE WALL

SCALE: NTSA1 BRANCH DUCT TAKE-OFF

SCALE: NTSA3

DUCTWORK CONNECTED TO EXTERIORLOUVER

SCALE: NTSC7 DIFFUSER TAKE-OFF

SCALE: NTSC3 FLEXIBLE DUCT AT DIFFUSER

SCALE: NTSE5 RECTANGULAR FLEXIBLE CONNECTION

SCALE: NTSA6

DUCTWORK CONNECTED TO EXTERIORLOUVER

PITCH 1/8"/FT TYPE"M" COPPER (TYP)

UNIT DRAIN PAN

INTERNAL OPERATING NEGATIVE

STATIC PRESSURE("WG)

2" MIN. SIZE, SLOPETO EQUIP. DRAIN

1. DIMENSION EQUAL TO MAXIMUM FAN INLET PRESSURE (INCH WC) +1" MIN

2. DIMENSION EQUAL TO /2 (MIN.)

3. INCREASE PAD THICKNESS AS REQUIRED TO ACHIEVE REQUIRED TRAP DEPTH (4" MINIMUM)

A

B

C

A

NOTES :

DRAW THRU UNIT

RETURN BEND(CLOSED)

FAN INLETPRESSURE(NEGATIVE)

HAND-TIGHTCLEANOUT PLUG

NPT DRAIN CONNECTION ADAPTER

AHU CABINET WALL

A

BC

PIPE

ESCUTCHEON

INTERIOR SIDE OFEXTERIOR WALL

PIPE SLEEVE

BACKUP MATERIAL

SEALANT

INSULATION

INSU

LATE

D P

IPE

NO

N IN

SULA

TED

PIP

E

3/8"

CENTER OF PIPE

*

*

COIL

NOTE TO DESIGNER:1.

2.

MV

TYPE OF ISOLATION VALVEDEPENDS ON LINE SIZE.REFER TO SPECIFICATION

HWR

HWS

PRESSURE GAGE TAP W/CAP & PET COCK (TYP.)

3/4" DRAIN VALVE WITHHOSE CONNECTION

MANUAL FLOW CONTROLBALANCING VALVE (TYP.)

2 WAY CONTROL VALVE

MANUAL AIR VENT

CONTROL VALVE SHOWN WITH MOTOROPERATOR. MAY BE A DIAPHRAM ORSOLENOID OPERATOR

BALANCING VALVE CAN BE ELIMINATEDIF PRESSURE INDEPENDENT CONTROLVALVE IS SPECIFIED

* STRAIGHT LENGTHS OF UNOBSTRUCTED PIPE WITHOUT INLINE APPURTENANCES SHALL BE INSTALLED UP AND DOWNSTREAM OF FLOW CONTROL BALANCING VALVES PER MFGR. INSTALLATION INSTRUCTIONS.

NOTES:

WELDED PIPINGELEVATION

THREADED PIPINGELEVATION

TYP. WATER PIPINGTYP. WATER PIPING

3/4" GATE VALVE

REDUCER, IF REQUIRED

ADAPTER TO 3/4" HOSETHREAD, PROVIDE HOSECAP NUT

3/4" GATE VALVE

DRAIN ALL LOW POINTS AS INDICATED BELOW.

WHERE DIRT LEGS ARE SHOWN ON PIPE RISERDIAGRAMS AND/OR PLANS LOCATE DRAIN ATBOTTOM OF DIRT LEG.

1.

2.

ADAPTER TO 3/4" HOSETHREAD, PROVIDEHOSE CAP NUT

HANGER ROD

LOCKING NUT

SUPPORT NUT

INSULATION

PIPE

HEAVY DUTYCLEVIS HANGER

14 GAUGE HIELD 18" LONGTO PROTECT INSULATION

12"

FD

3/4"

AUTOMATICAIR VENT

REDUCER FULL LINE SIZEPOCKET OR 4"DIA. MAX.

1/4" COPPERTUBING

DESIGNATIONON FLOWDIAGRAM

PULSATION DAMPER

1/2" - 3000LB. NEEDLE VALVE

3/4" - 3000LB. THREAD-O-LET

PRESSURE GAUGE

1/2" x 1/4" REDUCING BUSHING

3/4" x 1/2" REDUCING BUSHING

CHARGING VALVE

LIQUID PIPING

SUCTION PIPING

FILTER-DRIER

SIGHT GLASS

PROVIDE OIL TRAPINSTALL SENSING BULB45` ABOVE BOTTOM OFPIPING, AS CLOSE TOCOIL AS POSSIBLE

CONDENSATE DRAIN

NOTES:

1. CONTRACTOR IS RESPONSIBLE FOR COORDINATINGREFRIGERANT LIQUID AND SUCTION PIPING, SIZES, ROUTING,AND ALL ACCESSORIES WITH EQUIPMENT MANUFACTURER.MAINTAIN UNIFORM SLOPE TO PREVENT OIL FROM POOLING INLOW POINTS IN THE REFRIGERANT PIPING SYSTEM.

EVAPORATOR COIL

ISOLATION VALVE (TYP.)

EXPANSION VALVEEQUALIZATION LINE

AIR COOLEDCONDENSING UNIT

BUR

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& M

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NUMBER:

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T ©

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SHEET OF

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DAT

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ON

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4/17

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SCALE: NTSD7 HVAC CONDENSATE TRAP DETAIL

SCALE: NTSC4

PIPE PENETRATION THROUGH EXTERIORWALL

SCALE: NTSE4 HOT WATER SINGLE COIL W/ 2-WAY VALVESCALE: NTSE1 DRAIN VALVE CONNECTION

SCALE: NTSA4 PIPE HANGER - CLEVIS TYPESCALE: NTSA1 AUTOMATIC AIR VENT

SCALE: NTSC1 PRESSURE GAUGE

SCALE: NTSA7 DX SPLIT SYSTEM PIPING

AV

AV NOTES:

SEE NOTE 7

2-WAY PRESSUREINDEPENDENT CONTROLVALVE.

BALANCING VALVE (TYP.)(SEE NOTE 4)

3/4" HOSE GATE CHS & CHRDRAINS & FLUSHING CONNECTIONS

ROUTE TO DRAIN

FLANGED OR UNIONJOINT (TYP.)

TEST CONNECTION FOR TESTING WITH PRESSURE GAUGES & THERMOMETER (TYP.)

MULTIPLE COILBANK

EXTEND AIR VENTS AND WATERDRAINS TO OUTSIDE OF CASINGAND PROVIDE SHUT-OFF VALVES.SEE NOTE 2 (TYP.)

CHILLEDWATERRETURN

CHILLEDWATERSUPPLY

PROVIDE CONDENSATE DRAINLINE FROM BOTH SIDES OF PANWHERE TWO EQUIP. DRAINSARE FURNISHED (SEE HVACCONDENSATE TRAP DETAIL)

SEE NOTES1 & 3 (TYP.)

SEE NOTE 5(TYP.)

ALL COOLING COILS SHALL BE PIPED FOR COUNTERFLOW ARRANGEMENT. (CHILLED WATER ENTERSNEAREST COIL FACE WHERE COLD AIR LEAVES.)

ALL COIL DRAIN AND VENT CONNECTIONS TO BEINSTALLED THROUGH HVAC UNIT CASING TO PERMITCOMPLETE DRAINAGE AND VENTING OF COILS FROMOUTSIDE OF UNIT.

LOCATE VALVES & FLANGES SO THAT PIPING CAN BEDISCONNECTED AND COILS WITHDRAWN IN COILREMOVAL SPACE.

COIL BANKS WITH A SINGLE COIL DO NOT REQUIREINDIVIDUAL COIL BALANCING VALVE.

INDIVIDUAL LINES TO EACH COIL SHALL BE SAME SIZE.

CONDENSATE DRAIN PIPING SIZE SHALL BE EQUAL TOTHE DRAIN PAN CONNECTION SIZE AND HAVE LOOP SEALTRAPS AS INDICATED.

TYPE OF ISOLATION VALVE DEPENDS ON LINE SIZE. REFERTO SPECIFICATIONS.

1.

2.

3.

4.

5.

6.

7.

AIR

FLOW

AIR

FLOW

STRAINER

3/16TYP. WELDTHRU OUT

6" MAX. SPACING EACH WAY

5 OZ. RIVETS 4"-O.C. MAX. SPACINGAROUND FRAME TO FASTEN TO SLEEVE

7 x 28 (1/4" x 1 1/2") FLAT BARWELDED FRAME

PROVIDE 1/2" CONCRETE ANCHORSAT EACH CORNER

1/2" DIA. RE-BARS TYP.

1.

2.

3.

4.

5.

NOTES:

1/2"DIAMETERREBARS(TYP)

6" MAX. ON ALLSIDES(EXCEPT ATLOUVERS)

15/32"

RECT

ANGU

LAR

DUCT

CON

NECT

IONS

STEEL RETAINING ANGLES:MINIMUM 1 1/2" x 1 1/2" x 1/4". RETAINING ANGLESMUST LAP STRUCTURAL OPENING 1"MINIMUM AND COVER CORNERS OF OPENINGS.

CLEARANCE, MANBAR SLEEVE TO WALL OPENING:1/4" MAXIMUM

STEEL SLEEVE:SLEEVE GAUGE SHALL BE MINIMUM 9 GAUGE.

SECURE RETAINING ANGLES TO SLEEVE ON 6"CENTER WITH:1/2" LONG WELDS, 1/4" BOLTS AND NUTS, NO. 10STEEL SCREWS OR MINIMUM 3/16" STEEL RIVETS,MINIMUM TWO CONNECTIONS IN EACH SIDE.

PROVIDE DUCT ACCESS DOOR ON SECURE SIDEOF MANBARS.

1/4" x 1-1/2"FLAT BARWELDEDFRAME

FIRE DAMPEROR LOUVER(PROVIDEWHERESHOWN ONPLANS)

SLEEVE(SEE NOTES 2 & 3)

SEE NOTES 1 & 4

3/32

"

1/4" MAX.CLEARANCE(SEE NOTE 2)

1" MIN.OVERLAP(ALL SIDES)

1/4"

ROOF CURB, COORDINATEW/EQUIPMENT FURNISHEDSEE ARCHITECTURAL DWGSFOR ROOF CURB DETAILS

ROOF HOOD

DUCT

APPROX. 10"APPR

OX.

15"

TWIST OFFPRESSURE CAP

3 1/2" MIN.OPENING

5 GAL. MIN.CAPACITY

3/4" TO PUMP SUCTION

3/4" BALL VALVE

PLUGGED CROSSES (TYP.)

3/4" TO PUMP DISCHARGE

3/4" BALL VALVE

1/2" HOSE BIB

4" THICK CONCRETEPAD 16" x 16"

HANGER ROD

FLEXCONNECTION

VIBRATIONISOLATOR

FLEXCONNECTION

MOUNTINGBRACKET ORCHANNEL

HEAT PUMPOR FAN

SEISMIC CABLEBRACING, NOTE 1

NOTES:1. SEISMIC CABLE BRACING SHALL BE ATTACHED TO

EACH CORNER OF EQUIPMENT PER UFC4-010-01REQUIREMENTS.

DUCT

DUCT

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DEFI

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2" =

1'-0

"

4/16/2013 8:28:07 AM

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4/17

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3

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M-5

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MEC

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4/17

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SCALE: NTSC1

CHILLED WATER MULTIPLE COIL BANK WITH2-WAY VALVE

SCALE: NTSC7

DETAIL OF SECURITY MANBARS ANDFRAME

SCALE: NTSA1

TYPICAL SECURITY MANBAR SLEEVEASSEMBLY DETAIL

SCALE: NTSE7 INTAKE OR EXHAUST ROOF HOOD

SCALE: NTSA4 SHOT FEEDER

SCALE: NTSA7 HEAT PUMP OR INLINE FAN

INSTALL PUMP DEAD LEVEL.

PUMP SHALL NOT TOUCH OR REST ON ANY PART OF BUILDING STRUCTURE.

4.

3.

2.

1.

INSTALLATION NOTES:

UNION TYPE PIPE CONNECTION.PIPE SO PUMP CAN BE REMOVEDFOR SERVICE.

IN-LINE PUMP

INSTALL PUMP SO THAT IT CAN BE REMOVED WITHOUT DISMANTLINGOR FORCING ADJACENT PIPE.

BEFORE START-UP, LUBRICATE PUMP IN ACCORDANCE WITHMANUFACTURERS INSTRUCTIONS. (DO NOT RUN PUMP DRY.)

PRESSUREGAUGE

HOSE GATEDRAIN VALVE

1/4" COCK (TYP.)

CHECK VALVE

BUTTERFLY VALVE (TYP.)

PIPE STAND

NEOPRENE ISOLATION PAD

SUCTIONDIFFUSER

FLOOR

DP

NOTE 2NOTE 1

H

C

TRANSITION TO REQUIRED DUCTSIZE INDICATED ON DRAWINGS.

REHEAT COIL IF INDICATEDON SCHEDULE ANDDRAWINGS

VARIABLE AIR VOLUME DAMPER

UNIT CONNECTION SIZE ASINDICATED BY SCHEDULEAND DRAWINGS

AIR FLOW

PRIMARY AIR DUCT

FACTORY SOUNDATTENUATEDVARIABLE AIR VOLUME BOX

AIR FLOW

INLET DUCT TO BE UNIT CONNECTION SIZE WITH A MINIMUMOF 2 FEET LENGTH OF STRAIGHT DUCT.BRANCH CONNECTING DUCT TO BE 2 SIZES LARGER THANUNIT CONNECTION.NO FLEXIBLE DUCTWORK ON UNIT INLET OR BRANCHCONNECTING DUCT IS ALLOWED.

1.

2.

3.

NOTES :

FINISHED FLOOR

*

* STRAIGHT LENGTHS OF UNOBSTRUCTED PIPE WITHOUT INLINE APPURTENANCES SHALL BE INSTALLED UP/DOWNSTREAM OF FLOW CONTROL BALANCING VALVE PER MFGR'S INSTALLATION INSTRUCTIONS

*

MANUAL FLOW CONTROLBALANCING VALVE (NOTREQUIRED FOR PUMPS WITH VFD)

MIN. 8 PIPE DIAMETERS

VIBRATION ISOLATOR (TYP.)

CHECK VALVE

PUMP

MOTOR

BASE

PUMP BASE ON ALL SIDES.

COUPLING GUARD GROUT INPUMP BASE WHEN REQ'D BYMFGR'S INSTALLATION INSTRUCTIONS

COMPOUNDPRESSURE GAUGE

GLOBE OR NEEDLEVALVE (TYP.)1/4"

SUCTION DIFFUSER

SUPPORT

GROUT

FLOORFLANGE

3/4" DRAIN VALVE W/HOSE CONNECTION

STRAINERPULL SPACE

ANCHOR PUMP TO 4" THICK CONCRETEPAD. PAD IS MIN. 3" LARGER THAN

STEEL RETAINING ANGLES:MINIMUM 1 1/2 " X 1 1/2 " X 0.054"(16GA.). RETAINING ANGLESMUST LAP STRUCTURAL OPENING 1" MINIMUM AND COVER CORNERSOF OPENINGS.

CLEARANCE, DAMPER SLEEVE TO WALL OPENING: 1/8 " PER LINEAR FOOT, 1/4 " MINIMUM.

STEEL SLEEVE:SLEEVE GAUGE SHALL BE AT LEAST EQUAL TO GAUGE OFTHE CONNECTING DUCT WHEN USING BREAKAWAY CONNECTIONS(PLAIN "S" SLIP, HEMMED "S" SLIP, STANDING "S" SLIP, REINFORCED,STANDING "S" SLIP, INSIDE SLIP JOINT, OR DOUBLE "S" SLIP)FOR RIGID CONNECTIONS, SLEEVE SHALL BE MINIMUM 16 GAUGEFOR DAMPERS UP TO 36"W X 24"H OR 24" DIA. AND 14 GAUGE

1.

2.

3.

4.

FOR DAMPER OVER 36"W, 24"H OR 24" DIA.

SECURE RETAINING ANGLES TO SLEEVE, DAMPER TO SLEEVEAND MULTIPLE DAMPERS ON 8" CENTER WITH:1/2 " LONG WELDS, 1/4 " BOLTS AND NUTS, NO.10 STEEL SCREWSOR MINIMUM 3/16 " STEEL RIVETS, MINIMUM TWO CONNECTIONS INEACH SIDE.

5.

NOTES:

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CT

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S

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TAN

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TAN

GU

LAR

RO

UN

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ULA

R

SEE

NO

T E 4

SEE NOTE 4

SEE NOTES 1 & 4

SLEEVE (SEE NOTE 3)

CURTAIN TYPE FIREDAMPER (WITH CLOSURESPRING AND BLADE LOCKFOR HORIZONTALINSTALLATION)

SLEEVE (SEENOTES 2 AND 3)

1" MIN OVERLAP(ALL SIDES)

1/4" MIN. CLEARANCE(SEE NOTE 2)

6" MAX. ONALL SIDES

THIS DETAIL SHOWN FOR REFERENCE ONLY, FIRE DAMPERMANUFACTURE'S INSTALLATION DETAILS AND INSTRUCTIONSAS TESTED AND APPROVED BY U.L. MUST BE USED IN LIEU OFTHIS DETAIL WHERE APPLICABLE.

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SHEET OF

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U.S

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DEFI

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NBA

SE X

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2" =

1'-0

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4/16/2013 8:28:09 AM

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4/17

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3

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4/17

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SCALE: NTSD7 INLINE PUMP

SCALE: NTSA7

TYPICAL SHUT-OFF TYPE AIR TERMINALUNIT DETAIL

SCALE: NTSD4 CENTRIFUGAL PUMP (END SUCTION)

SCALE: NTSA3 FIRE DAMPER

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4/15/2013 12:16:38 PM

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M-601

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AIR COOLED CHILLER SCHEDULE (CH)

TAG NO. TYPE LOCATIONALTITUDE

(FT)REFRIGERANT

TYPECAPACITY

(TONS)COMPRESSOR

NO.COMPRESSOR

COP

EVAPORATOR CONDENSER ELECTRICAL

WEIGHT REMARKSFLUIDFLOW(GPM)

EWT(DEG. F.)

LWT(DEG. F.)

PRESSUREDROP (FT.

W.C.)FOULINGFACTOR

AMBIENTTEMP.

(DEG. F.)FANS -

NO.POWER

(KW) VOLTS PHASE MCA

STARTER /DISCONNECTPROVIDED BY

CH-1 AIRCOOLEDSCROLL

OUTSIDE 0 R-410A 140 2 9.6 NOTE 2 320 56 44 4.50 0 0 10 2 460 3 315 DIV 26 0 1

AIR HANDLING UNIT SCHEDULE (AHU) 1/3

EQUIPMENTTAG SERVICE LOCATION

ALTITUDE(FT)

MAX.AIRFLOW

(CFM)

MIN.AIRFLOW

(CFM)

MINIMUMOUTSIDEAIRFLOW

(CFM)

EXTERNALSTATIC

PRESSURE(IN. W.C.)

INTERNALSTATIC

PRESSURE(IN. W.C.)

TOTALSTATIC

PRESSURE(IN. W.C.)

SUPPLY FAN SUPPLY FAN MOTOR

MAX BHP

MAXOUTLET

VELOCITY(FPM) FAN RPM TYPE

WHEELDIAMETER

(IN.) CONSTRUCTIONVOLUME

CONTROL

MIN.MOTOR HP/ MIN. VFD

MOTORRPM

MOTORTYPE VOLTS PHASE

AHU-1 BLDG VAV MECHROOM

0 5500 2500 1150 0 0 0 5.8 0 2242 BIAIRFOIL

15 CLASS I VFD 7.5 1750 ODP 460 3

AHU-2 SIMULATORBAYS

MECHROOM

0 34000 12000 600 0 0 0 46 0 1175 PLENUM 40 CLASS II VFD 50 1750 ODP 460 3


EQUIPMENTTAG

CHILLED WATER COOLING COIL

COIL AIRQUANTITY

(CFM)EAT DB

(DEG. F.)EAT WB(DEG. F.)

LAT DB(DEG. F)

LAT WB(DEG. F.)

TOTALCAPACITY

(MBH)

SENSIBLECAPACITY

(MBH)

MAX. FACEVELOCITY

(FPM)EWT

(DEG. F.)LWT

(DEG. F.)

CHWFLOWRATE

(GPM)

MIN.ROWS /

MAX. FPI

MAX WATERPRESSUREDROP (FT.

W.C.)

MAX. AIRPRESSUREDROP (IN.

W.C.)AHU-1 5500 0 0 55 54 0 0 0 44 56 49 6 0.00 0AHU-2 34000 0 0 55 54 0 0 0 44 56 168 6 0.00 0


EQUIPMENTTAG

HEATING COIL PRE-FILTER FINAL FILTER DIRTYFILTER

PRESSUREDROP (IN.

W.C.)WEIGHT

(LBS)HEATING

COIL TYPE

HEATINGCOIL

AIRFLOW(CFM)

EAT(DEG. F.)

LAT(DEG. F.)

TOTALCAPACITY

(BTUH)EWT

(DEG. F.)LWT

(DEG. F.)

HWFLOWRATE

(GPM)

MIN.ROWS /

MAX. FPI

AIRPRESSUREDROP (IN.

W.G.)

MAX. WATERPRESSUREDROP (FT.

W.C.) TYPEEFFICIENCY

(MERV)

PRESSUREDROP (IN.

W.C.) TYPEEFFICIENCY

(MERV)

PRESSUREDROP (IN.

W.C.)AHU-1 HOT

WATER5500 0 0 0 180 160 19 1 0 0.00 CARTRIDGE 8 0 CARTRIDGE 13 0 0

AHU-2 HOTWATER

34000 0 0 0 180 160 45 1 0 0.00 CARTRIDGE 8 0 CARTRIDGE 13 0 0

NOTES:1. CHILLER SHOWN FOR SPACE PLANNING PURPOSES. CHILLER HAS BEEN SIZED BASED ON ESTIMATED LOADS. DESIGNER TO RESIZE BASED ON GEOGRAPHIC LOCATION AND HEAT LOADS OF EQUIPMENT INSIDE THE BUILDING.2. PERCENTAGE SOLUTION OF GLYCOL TO BE DETERMINED AFTER SITE SELECTION.

HOT WATER BOILER SCHEDULE (HWB)

TAG LOCATION TYPE FLUID

MINIMUMGROSSOUTPUT

(MBH)

BURNERINPUT (CFH @1000 BTU/CF)

PRESSURERATING(PSIG)

LVG.WATERTEMP

(DEG. F.)

ENT.WATERTEMP

(DEG. F.)FLOWRATE

(GPM)PRESS

LOSS (FT)FUEL

SOURCE

MIN.EFFICIENCY

(%) TURNDOWN VOLTS PHASE REMARKSHWB-1 MECH

ROOMTBD NOTE 1 520 600 125 180 160 45 23 NATURAL

GAS88 5:1 120 1 1, 2, 3

HWB-2 MECHROOM

TBD NOTE 1 520 600 125 180 160 45 23 NATURALGAS

88 5:1 120 1 1, 2, 3

NOTES:1. BOILER SHOWN FOR SPACE PLANNING PURPOSES. BOILER HAS BEEN SIZED BASED ON ESTIMATED LOADS. DESIGNER TO RESIZE BASED UPON ACTUAL GEOGRAPHICLOCATION.2. PERCENTAGE SOLUTION OF GLYCOL TO BE DETERMINED AFTER SITE SELECTION.3. WHERE CONDENSING BOILERS ARE USED, PROVIDE ACID NEUTRALIZATION FOR BOILER CONDENSATE.

FAN SCHEDULE

TAG NO. LOCATION SERVICE FAN TYPEAIRFLOW

(CFM)

FANSPEED(RPM)

FAN SPEEDCONTROL

EXTERNALSTATIC

PRESSURE(IN. W.G.)

SOUNDLEVEL(DBA)

ELECTRICAL DATA

INTERLOCKWITH

DRIVETYPE

WEIGHT(LBS) REMARKS

MIN.MOTOR

HPOPERATING

BHPMOTORTYPE

STARTER /DISCONNECTPROVIDED BY VOLTS PHASE

EF-1 TOILET RM 112 EXHAUST INLINE CENT. 175 CFM 0 CONSTANT 0 0 0.167 0 ODP DIV 26 120 1 AHU-1 DIRECT 0 1EF-2 MEN'S RR 210 EXHAUST INLINE CENT. 0 CFM 0 CONSTANT 0 0 0.25 0 ODP DIV 26 120 1 AHU-1 DIRECT 0 1EF-3 FIRE PUMP RM 121 EXHAUST PROPELLER 1000 CFM 0 CONSTANT 0 0 0.333 0 ODP DIV 26 120 1 DIRECT 0 1RF-1 MECH ROOM 117 AHU-1 RETURN FAN INLINE MIXED FLOW 4350 CFM 0 VARIABLE 0 0 1.5 0 ODP DIV 26 460 3 AHU-1 BELT 0 1SF-1 ELECTRICAL RM 119 VENTILATION INLINE CENT. 3000 CFM 0 CONSTANT 0 0 0.5 0 ODP DIV 26 120 1 BELT 0 1

NOTES:1. AIRFLOWS, LOADS, AND MOTOR INFORMATION IS PRELIMINARY AND SHALL BE VALIDATED BY THE DESIGNER OF RECORD.

NOTES:1. AIRFLOWS AND MOTOR INFORMATION IS PRELIMINARY AND SHALL BE VALIDATED BY THE DESIGNER OF RECORD.

ROOF HOOD SCHEDULE

TAG SERVICE AIRFLOW

MAX AIRPRESSURE

DROP (IN WC)

THROATSIZE

(INCHES) DAMPER REMARKSRH-1 INTAKE 5500 CFM 0.1 30X30 MOTORIZEDRH-2 INTAKE 34000 CFM 0.1 48X96 MOTORIZED

NOTES:1. ALL SCHEDULED DATA SHALL BE VALIDATED BY THEDESIGNER OF RECORD. DATA INDICATED AS '0' WAS NOTDEEMED CRITICAL FOR DEVELOPMENT OF DEFINITIVE DESIGN.

BUR

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SHEETREFERENCE

NUMBER:

CO

PYR

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T ©

201

3 BU

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SHEET OF

6 7 8 9

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FILE:DATE:

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MOBILE DISTRICT


4/15/2013 12:16:39 PM

T. K

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J. B

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GER

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/201

3

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M-6

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M-602

MEC

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SC

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DEFI

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NBA

SE X

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US

COMPUTER ROOM UNIT SCHEDULE (CRU) 1/2

TAG NO. LOCATION

FAN COOLING COIL

TYPE

OUTSIDEAIRFLOW

(CFM)

TOTALAIRFLOW

(CFM)

FANMOTOR

HP FLUID

TOTALCAPACITY

(MBH)

SENSIBLECAPACITY

(MBH)EAT DB

(DEG. F.)EAT WB(DEG. F.)

EWT(DEG. F.)

LWT(DEG. F.)

CHILLEDWATERFLOW(GPM)

MAX.WATER

PRESSUREDROP (FT.

W.C.)CRU-1 UPS ROOM - 118 HORIZONTAL SUSPENDED 0 2500 1.5 R-410A 60 50 72 60 0 0 0 0.00CRU-2 COMM ROOM - 122 HORIZONTAL SUSPENDED 0 885 0.5 R-410A 22 22 72 60 0 0 0 0.00CRU-3 COMPUTER ROOM - 125 VERTICAL DOWNFLOW 0 5500 5 CHW 134.5 134.5 75 61 44 56 53 8.65CRU-4 COMPUTER ROOM - 125 VERTICAL DOWNFLOW 0 5500 5 CHW 134.5 134.5 75 61 44 56 53 8.65CRU-5 COMM ROOM - 221 HORIZONTAL SUSPENDED 0 885 0.5 R-410A 22 22 72 60 0 0 0 0.00

COMPUTER ROOM UNIT SCHEDULE (CRU) 2/2

TAG NO.HEATTYPE

ELECTRIC HEAT HOT WATER HEAT HUMIDIFIER FILTER ELECTRICAL

REMARKSCAPACITY

(KW)HEAT

CONTROLCAPACITY

(BTUH) EWT (F) LWT (F)

WATERFLOW(GPM)

MAX WATERPRESSUREDROP (FT) TYPE

CAPACITY(LBS/HR) KW

FILTERTYPE

EFFICIENCY(MERV)

PRESSUREDROP (IN.

W.C.)

DIRTY FILTERPRESSURE

DROP (IN. W.C.) VOLTS PHASE

FULL LOADAMPS

(AMPS)CRU-1 ELECTRIC 11 SCR 0 0 0 0 0.00 ELECTRIC 8 2.8 FLAT 8 0.35 1 460 3 28 1CRU-2 ELECTRIC 4.7 SCR 0 0 0 0 0.00 ELECTRIC 4.3 1.5 FLAT 8 0.35 1 208 1 34.2 1CRU-3 HOT

WATER0 NA 49500 180 160 5 3.50 ELECTRIC 11 4.8 FLAT 8 0.35 1 460 3 13.4 1

CRU-4 HOTWATER

0 NA 49500 180 160 5 3.50 ELECTRIC 11 4.8 FLAT 8 0.35 1 460 3 13.4 1

CRU-5 ELECTRIC 4.7 SCR 0 0 0 0 0.00 ELECTRIC 4.3 1.5 FLAT 8 0.35 1 208 1 34.2 1

CONDENSING UNITS

TAG SERVICE

COOLINGCAPACITY

(MBH)

COMPRESSOR FANS

REFRIGERANTTYPE

ELECTRICAL

NOTESNUMBEREFFICIENCY

(EER) QUANTITY MOTOR HP VOLTAGE PHASE

FULLLOADAMPS

CU-1 CRU-1 60 1 0 1 0.5 R-410A 460 3 11.7CU-2 CRU-2 22 1 0 1 0.2 R-410A 208 1 13.4CU-3 CRU-5 22 1 0 1 0.2 R-410A 208 1 13.4

HVAC PUMP SCHEDULE

TAG TYPE LOCATION SERVICE

MAXIMUMFLUID TEMP.

- DEG. F.

MINIMUMFLUID TEMP.

- DEG. F.CAPACITY

- GPM

PUMPHEAD(FEET)

SUCTIONSIZE - IN.

DISCHARGESIZE - IN.

MOTOR -RPM

MOTOR -HP

MOTORTYPE

STARTER /DISCONNECTPROVIDED BY`

SPEEDCONTROL

TYPE

ELECTRICAL

REMARKSVOLTS PHASECHWP-1 CENT. END

SUCTIONMECH ROOM CHW 100 40 320 75 3 2.5 1750 10 ODP DIV 26 VFD 460 3

CHWP-2 CENT. ENDSUCTION

MECH ROOM CHW 100 40 320 75 3 2.5 1750 10 ODP DIV 26 VFD 460 3

HWP-1 CENT. INLINE MECH ROOM HW - PRIMARY 180 55 45 30 1.5 1.5 1750 1 ODP DIV 26 CONSTANT 460 3HWP-2 CENT. INLINE MECH ROOM HW - PRIMARY 180 55 45 30 1.5 1.5 1750 1 ODP DIV 26 CONSTANT 460 3HWP-3 CENT. INLINE MECH ROOM HW - SECONDARY 180 55 90 70 2 2 1750 5 ODP DIV 26 VFD 460 3HWP-4 CENT. INLINE MECH ROOM HW - SECONDARY 180 55 90 70 2 2 1750 5 ODP DIV 26 VFD 460 3

VARIABLE AIR VOLUME BOXES SCHEDULE

TAG AREA SERVED TYPE

INLETSIZE

(INCHES)

MIN INLETSTATIC

PRESSURE(IN WC)

MAXDESIGN

AIRFLOW

MINDESIGN

AIRFLOW

VAV BOXHEATINGAIRFLOW

HEATING COILTYPE

REHEATCOIL

CAPACITY(BTUH)

HEATINGWATERFLOW

CONNPIPE SIZE

(IN)

ELECTRICAL

REMARKSVOLTS PHASEVAV-1 SIM M/X PARTS A 8 0 700 245 245 HOT WATER 0 0 24 1 1VAV-2 PART TASK

TRAINA 6 0 400 120 120 HOT WATER 0 0 24 1 1

VAV-3 BREAK ROOM A 6 0 550 300 300 HOT WATER 0 0 24 1 1VAV-4 COR OFFICE A 6 0 300 90 90 HOT WATER 0 0 24 1 1VAV-5 SITE MANAGER A 6 0 300 90 90 HOT WATER 0 0 24 1 1VAV-6 LOBBY A 4 0 150 150 150 HOT WATER 0 0 24 1 1VAV-7 LEARNING

CENTERA 8 0 600 290 290 HOT WATER 0 0 24 1 1

VAV-8 INSTRUCTORS A 10 0 1100 385 385 HOT WATER 0 0 24 1 1VAV-9 BRIEFING ROOM A 4 0 150 85 85 HOT WATER 0 0 24 1 1

VAV-10 BRIEFING ROOM A 4 0 150 85 85 HOT WATER 0 0 24 1 1VAV-11 BRIEFING ROOM A 4 0 150 85 85 HOT WATER 0 0 24 1 1VAV-12 BRIEFING ROOM A 6 0 250 150 150 HOT WATER 0 0 24 1 1VAV-13 BRIEFING ROOM A 6 0 250 150 150 HOT WATER 0 0 24 1 1VAV-14 BRIEFING ROOM A 4 0 175 90 90 HOT WATER 0 0 24 1 1VAV-15 BRIEFING ROOM A 4 0 175 90 90 HOT WATER 0 0 24 1 1VAV-16 BRIEFING ROOM A 4 0 175 90 90 HOT WATER 0 0 24 1 1VAV-17 LOBBY A 4 0 150 85 85 HOT WATER 0 0 24 1 1

UNIT HEATER SCHEDULE

TAG LOCATION POSITION AND TYPE CFMHEAT LOAD

(MBH) VOLTS PHASEWEIGHT

(LBS) REMARKSUH-1 MECHANICAL ROOM 117 SUSPENDED/HOT WATER 0 10 120 1 1, 2UH-2 ELECTRICAL ROOM 119 SUSPENDED/ELECTRIC 0 5 208 1 1, 2UH-3 FIRE PUMP ROOM 121 SUSPENDED/HOT WATER 0 30 120 1 1, 2

NOTES:1. AIRFLOWS, LOADS, AND MOTOR INFORMATION IS PRELIMINARY AND SHALL BE VALIDATED BY THE DESIGNER OF RECORD.

NOTES:1. AIRFLOWS ARE PRELIMINARY AND SHALL BE VALIDATED BY THE DESIGNER OF RECORD. HEATING LOADS SHALL BE DETERMINED AFTER SITE SELECTION.

VAV TYPES: A-STANDARD SHUTOFF BOX; B-PARALLEL FAN POWERED BOX, HEAT ON INLETCABINET UNIT HEATER SCHEDULE

TAG LOCATION TYPE POSITION CFM HEAT TYPEHEAT LOAD

(MBH) VOLTS PHASEWEIGHT

(LBS) REMARKSCUH-1 VESTIBULE - 100 CONCEALED - DUCTED HORIZONTAL 0 HOT WATER 20 120 1 1CUH-2 TOILET - 112 CONCEALED - DUCTED HORIZONTAL 0 HOT WATER 5 120 1 1CUH-3 STAIR - 115 EXPOSED CABINET HORIZONTAL 0 HOT WATER 7 120 1 1CUH-4 STAIR - 102 EXPOSED CABINET HORIZONTAL 0 HOT WATER 7 120 1 1CUH-5 WOMEN'S - 206 CONCEALED - DUCTED HORIZONTAL 0 HOT WATER 5 120 1 1CUH-6 MEN'S - 207 CONCEALED - DUCTED HORIZONTAL 0 HOT WATER 5 120 1 1

NOTES:1. HEATING LOADS SHALL BE VALIDATED AFTER SITE SELECTION.2. PROVIDE WITH WALL MOUNTING KIT.

NOTES:1. HEATING LOADS SHALL BE VALIDATED AFTER SITE SELECTION.

HUMIDIFIER SCHEDULE

TAG SERVICE TYPE MOUNTING

STEAMCAPACITY

(LB/HR)

SPACE SETPOINTHEATTYPE

HEATERCAPACITY

(KW)

ELECTRICAL

NOTESSUMMER(DEG F)

WINTER(DEG F)

MINIMUMRH VOLTS PHASE

FULL LOADAMPS

HUM-1 SIMULATOR BAYS STEAMGENERATOR

WALL 0 72 68 40 ELECTRIC 0 460 3 0 1, 2

NOTES:1. PROVIDE WITH DISPERSION TUBE FOR STEAM INJECTION INTO DUCTWORK.2. DESIGNER OF RECORD TO VALIDATE HUMIDITY REQUIREMENTS WITH SIMULATOR EQUIPMENT MANUFACTURER.

NOTES:1. ALL SCHEDULED DATA SHALL BE VALIDATEDBY THE DESIGNER OF RECORD. DATA INDICATEDAS '0' WAS NOT DEEMED CRITICAL FORDEVELOPMENT OF DEFINITIVE DESIGN.

COMMROOM 122

VAV BOXCONTROLLERS

BUILDING DDC SYSTEM GENERAL SEQUENCE OF OPERATION:

THE HEATING VENTILATING AND AIR CONDITIONING (HVAC) SYSTEMS SHALL BE CONTROLLEDAUTOMATICALLY FROM THE BASE WIDE SYSTEM USING A TEMPERATURE CONTROL SYSTEM. ALLSET POINTS SHALL BE ADJUSTABLE (ADJ.). EQUIPMENT IDENTIFIED AS BEING INTERLOCKEDSHALL BE SOFTWARE INTERLOCKED THROUGH THE DDC SYSTEM UNLESS NOTED OTHERWISE ORINDICATED ON THE ELECTRICAL DRAWINGS.

THE DDC SYSTEM SHALL CONNECT AND MONITOR THE GAS METER, DOMESTIC WATER METER,AND THE ELECTRIC METER.

HVAC SYSTEM SHALL BE INSTALLED WITH AN EMERGENCY SHUT-DOWN SYSTEM. SYSTEM SHALLBE ACTIVATED BY PRESSING AN ‘HVAC SYSTEM EMERGENCY SHUT-DOWN BUTTON’ CLEARLYLABELED AND LOCATED WHERE SHOWN ON THE DRAWINGS. WHEN THE BUTTON IS PRESSED,ALL HVAC SYSTEMS SERVING OCCUPIED AREAS OF THE BUILDING SHALL GO INTO OFF MODE;FANS SHALL DE-ENERGIZE AND OUTSIDE AIR, INTAKE AIR, EXHAUST AIR, AND RELIEF AIRDAMPERS SHALL CLOSE. EMERGENCY SHUT-OFF SHALL COMMUNICATE TO ALL DEVICES. REFERTO DRAWING M-101 FOR LOCATION OF EMERGENCY SHUT-OFF SWITCH. CONTROL PANEL SHALLCONTAIN ‘EMERGENCY SHUT-DOWN’, AND ‘SYSTEM RESET’ BUTTONS AND BE PROVIDED WITH ALLRELAYS AND CONTACTS REQUIRED FOR COMPLETE SYSTEM OPERATION.

FIBER CONNECTIONTO BASE SYSTEM

COMMUNICATION BUS

CONTROLS SYSTEM ARCHITECTURE

NOT TO SCALE

UNIT HEATER &CABINET UNITHEATERCONTROLLERS

EXHAUST FANCONTROLLERS

WATER METER

CRU & CUCONTROLLERS

ELECTRIC METER

CHILLER CH-1CONTROLLER

DOMESTICHOT WATER

RF-1CONTROLLER

AHU-1CONTROLLER

HVACEMERGENCYSHUT-OFFPANELS

AHU-2CONTROLLER

BOILERSHWB-1HWB-2HWP-1HWP-2CONTROLLER

GAS METER

CHWP-1CONTROLLER

HWP-3CONTROLLER

CHWP-2CONTROLLER

HWP-4CONTROLLER

HUM-1CONTROLLER

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NOTES:1. SEE DRAWING M-001 FOR GENERAL NOTES, LEGEND AND

ABBREVIATIONS.

2. INSTALL ALL CONTROLS WIRING AND CABLES IN CONDUIT,PER SPECIFICATION 26200.

WCO

NOTE:

QUESTION MARKS (?) WILL BE REPLACED BY A PIPE SIZE ON DRAWINGS

GENERAL NOTES:

INDICATESLIMITS OFDETAIL

DETAILDESIGNATOR

SHEET WHEREDETAIL/SECTION ISDRAWN

INDICATES PERSPECTIVEAND LIMITS OF SECTION

SECTION DESIGNATOR

SHEET WHERESECTION IS DRAWN

NUMBER = DETAIL DESIGNATORLETTER = SECTION DESIGNATOR

SHEET NUMBER WHEREDETAIL/SECTION ISSHOWN

DETAIL

4" FD-A

EWC-1

U-2

U-1

WC-2

WC-1

LAV-1

SHEET NUMBER WHERERISER IS DETAILED

DOMESTIC HOT WATER (DHW)

DOMESTIC COLD WATER (DCW)

VENT

?" SSSANITARY SEWER (ABOVE GRADE)

PIPE LINE DESIGNATIONS

DOMESTIC HOT WATER RECIRCULATION (DHWR)

CLEANOUT IN RISER

BACKFLOW PREVENTION ASSEMBLYBP

?" SSSANITARY SEWER (BELOW GRADE)

CLEANOUT IN FLOOR

CO

FCO

?" CONDCONDENSATE DRAIN

CLEANOUT IN WALLWCO

?" V


1P-001

AP-002

VENT THROUGH ROOFVTR

AIR COCKACARV AIR RELEASE VALVEBF BLIND FLANGE

BOP BOTTOM OF PIPECH OP CHAIN WHEEL OPERATORCPVC CHLORINATED POLYVINYL CHLORIDECONC CONCENTRIC

D DRAINDI DUCTILE IRON

ELL ELBOWFLAT ON BOTTOMFOBFLAT ON TOPFOTFLOAT OPERATED VALVEFOV

FLOW METERFMFORGED STEELFS

LOCK CLOSEDLCLOCK OPENLONON-RISING STEMNRSPOUNDS PER SQUARE INCH ABSOLUTEPSIAPOUNDS PER SQUARE INCH GAUGEPSIG

ROOF DRAINRDSCHEDULESCHTOP OF CONCRETETOCTOP OF PIPETOPTOP OF GRATINGTOGTOP OF STEELTOS

PLUMBING ABBREVIATIONS

I.E. INVERT ELEVATION

DOWNDN

FLOOR DRAINFD

HUB DRAINHD

TD TRENCH DRAIN

AFF ABOVE FINISHED FLOOR

PVC POLYVINYL CHLORIDE

AIR GAPAG

PRESSURE GAUGE

FLOOR DRAIN/EQUIPMENT DRAIN

PLUMBING FIXTURE TRAP

FLOOR OR WALL PENETRATION

VENT THRU ROOF (VTR)

PLUMBING SYMBOLS LEGEND

RISER NUMBER P=SANITARYWASTE W=WATER

CLEANOUT (CO) IN RISER

RISER DIAGRAM LEGEND

PLUMBING RISER IDENTIFICATION

CO

FCOCLEANOUT (FCO) IN FLOOR

WATER HAMMER ARRESTOR - SPEC. TYPEWHA-A

CLEANOUT (WCO) IN WALL

SIZE - FLOOR DRAIN - SPEC. TYPE

DUAL ELECTRIC WATER COOLER

URINAL, ACCESSIBLE

URINAL

WATER CLOSET - ACCESSIBLE

WATER CLOSET

LAVATORY, COUNTER MOUNTED

PRESSURE/TEMPERATURE RELIEF VALVE

DETAIL CALLOUT SYMBOL

SECTION CUT SYMBOL

HB HOSE BIBB

WH WALL HYDRANT

1. UNLESS NOTED OTHERWISE, THE CIVIL AND MECHANICAL INTERFACE POINT IS 5 FEET OUTSIDE OF THE BUILDING WALL.

2. COORDINATE ALL PIPE SLEEVE REQUIREMENTS WITH FOUNDATION SUBCONTRACTOR.

3. COORDINATE MECHANICAL ROOM FLOOR DRAINS WITH ACTUAL EQUIPMENT LOCATIONS AND DRAINAGE REQUIREMENTS.

4. LEGEND IS GENERAL IN NATURE AND NOT ALL ITEMS SHOWN MAY BE USED ON THIS PROJECT.

5. INSTALL SANITARY PIPING WITH 2% SLOPE DOWNWARD IN DIRECTION OF FLOW. INSTALL VENT PIPING WITH 1% SLOPEDOWNWARD TOWARD FIXTURE OR STACK.

6. ALL FIXTURES SHALL HAVE A P-TRAP INSTALLED.

?" DCW

?" DHW

?" DHWR

LAV-2 LAVATORY, WALL MOUNTED

BALL VALVE

BALANCING VALVE

?" NGNATURAL GAS

BV

MB-1 MOP BASIN

SK-1 SINK

EEW EMERGENCY EYEWASH

BACKFLOW PREVENTION ASSEMBLY

AP-003

WATER METERM

P1P-001


REFER TO THE DESIGN ANALYSIS FOR APPLICABLE STANDARDS AND CODES USED TO DEVELOP THE DEFINITIVE DESIGN.

PIPING SIZES ARE BASED ON AVAILABLE PRESSURE OF 35 PSIG AFTER METER, BACKFLOW PREVENTER AND STATIC LIFTLOSSES HAVE BEEN DEDUCTED.

UNDERGROUND PIPING NOT SHOWN AND TO BE COMPLETED BY DESIGNER OF RECORD AFTER SITE SELECTION.

RECOORDINATION OF FLOOR DRAINS, AND DESIGN OF ASSOCIATED SANITARY AND VENT PIPING IN MECHANICAL AND FIREPUMP ROOMS TO BE COMPLETED BY DESIGNER OF RECORD AFTER FINAL SELECTION OF EQUIPMENT.

A LIFE CYCLE COST ANALYSIS (LCCA) SHALL BE PERFORMED DURING THE DESIGN PHASE FOR DOMESTIC HOT WATERSYSTEM SELECTION AND TO DEMONSTRATE COMPLIANCE WITH EISA 2007 ENERGY REDUCTION REQUIREMENTS. PERFORMTHE LCCA AS SPECIFIED IN UFC 1-200-02. IF LIFE CYCLE COST EFFECTIVE, A MINIMUM 30 PERCENT OF THE HOT WATERDEMAND SHALL BE MET THROUGH THE INSTALLATION AND USE OF SOLAR HOT WATER HEATERS. ALSO CONSIDERSYSTEMS SUCH AS HEAT PUMP WATER HEATERS OR UTILIZING WASTE HEAT.

ASSUMPTIONS AND INSTRUCTIONS:

1.

2.

3.

4.

5.

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BP

BP

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UPS-1118-1

ELEC119

MECHANICAL117

FIRE PUMP ROOM121

ELEV-1101-1VEST.-1

100-1

PART TASKTRAINER

114

STAIR 2-1115-1

BOT126

STAIR 1-1102-1CORR-1

103-1

SIM MX/PARTS116

COPY/FAX107

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MAN

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105 SCHED.

104TOILET

112

CORR-2103-2

CORR109

TOILET111

WH

BFP

WH

WH

1"ø DCW2"ø DCW

3/4"

ø D

CW

3/4"ø DCW

2"ø

DC

W2"

ø D

CW

3/4"ø DCW

2"ø DCW

3/4"ø DCW9' - 0" BOP EL

3/4"ø DCW UP

WH

3/4"ø DCW UP

WH

3/4"ø DCW UP

1/2"ø DCW TO CRU-3

1/2"ø DCW TO CRU-4

3

1

2

2"ø DCW, SEE CIVILDRAWINGS FORCONTINUATION

P-4011

1 2 2.6 3 4 5 6 7 8 9 9.8 10 11 12

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F

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SIMULATORBAY-1123-1

COMPUTER125

BOT124

COMM122

HB

WATER METER

WH

1/2"ø DHW1 1/2"ø V

3" FD-B

3" FD-B3" FD-B

3" FD-B

3" FD-B

3" FD-B

3" FD-B

3/4"ø DCW4

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1/8

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0 4' 8' 16'

SCALE:1/8"=1'

N

1 FIRST FLOOR PLUMBING PLAN

1. SEE DRAWING P-001 FOR GENERALNOTES, LEGEND AND ABBREVIATIONS.

2. FOR CONNECTION SIZES TO INDIVIDUALFIXTURES SEE PLUMBING FIXTURESCHEDULE ON P-601

3. ALL FLOOR DRAINS SHALL HAVE TRAPPRIMER CONNECTIONS.

4. SEE RISER DIAGRAMS FOR PIPING SIZESAND ROUTING NOT SHOWN ON PLANDRAWINGS.

NOTES:

ROUTE 3/4"ø DCW TO TRAP PRIMER TP-1.

1"ø DCW TO CHILLED WATER AND HEATINGWATER SYSTEM MAKE-UP CONNECTIONS.SEE MECHANICAL DRAWINGS FORCONTINUATION.

INSTALL DOUBLE CHECK BACKFLOWPREVENTER AND ROUTE 1/2"ø DCW TO CRUHUMIDIFIERS AS INDICATED.

INSTALL DOUBLE CHECK BACKFLOWPREVENTER.

KEYED NOTES:

1

2

3

4

3/4"

ø D

CW

51' -

0" B

OP

EL

3/4"ø DCW

3/4"

ø D

CW

30' -

0" B

OP

EL

3/4"ø DCW DN

3/4"ø DCW DN

3/4"ø DCW DN

P-4021

1 2 2.6 3 4 5 6 7 8 9 9.8 10 11 12

G

F

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B

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11.1

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FILE:DATE:

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1 SECOND FLOOR PLUMBING PLAN0 4' 8' 16'

SCALE:1/8"=1'

N




NOTES:

REF

.

LAV-2

WC-2

SK-1

EWC-1

U-2

4 5 6

A

1/2"ø DCW

1/2"ø DHW

2"ø DCW 1 1/2"ø DCW

WC-2

2 1/2"ø V

4"ø SS DN

LAV-2

WCO-1

WCO-1

1"ø DCW

1 1/

2"ø

DC

W

1 1/4"ø V

1 1/2"ø SS

2"ø SS4"ø SS

4"ø

SS

2"ø SS UP TO FD

3"ø SS UP TO MB

2"ø SSUP TO FD

2"ø SS UP

2"ø SS UP TO FD

1 1/2"ø SS UP

3/4"ø DHW UP

1 1/2"ø DCW UP

1"ø DCW

1/2"ø DCW

BREAK108

COPY/FAX107

CORR109

TOILET111

TOILET112

2" FD-A

2" FD-A

1 1/2"ø SS UP

1 1/2"ø SS UP

1 1/2"ø SSUP TO EWC

1 1/

2"ø

SS

CO

CO

2 1/2"ø V UP

1 1/2"ø DCW

1

1 1/2"ø SSCO

4"ø SS

4"ø SS

2"ø SS

3/4"ø DHW

1 1/2"ø V

2"ø SS

2"ø SS UP

4"ø SS UPTP-2

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4/17

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1 ENLARGED PLUMBING PLAN - FIRST FLOOR2' 1' 0 2'

SCALE: 1/2"=1'-0"

N





NOTES:

ROUTE 3/8"ø DCW AND INSTALL ICE MAKEROUTLET BOX IN WALL AT 2'-0" AFF.

KEYED NOTE:1

MB-1

LAV-1

EWC-1

LAV-1

LAV-1

LAV-1

5 6 7

A

TP-3

3/4"ø DCW1 1/4"ø DCW

LAV-1

3/4"ø DHW

2" FD-A

2" FD-A

WCO-1

WCO-1

2" FD-A

WCO-1

WCO-1

2"ø SS DN

2 1/2"ø V DN

2"ø SS

1 1/2"ø V

1 1/2"ø SS DN

1 1/2"ø SS DN

1 1/2"ø V

2 1/2"ø V

DWH-1

1 1/2"ø SS DN

1 1/2"ø SS DN

1 1/2"ø V

3/4"ø DHW DN1 1/2"ø DCW DN

1/2"ø DCW

1 1/2"ø SS DN

4"ø VTR3"ø V

3/4"ø DHW1/2"ø DCW

2"ø V

WOMEN'S TOILET206

MEN'S TOILET207

JAN208

BRIEF205

CORR210

U-2

U-1

U-1

WC-1

WC-1

WC-2

WC-2

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4/17

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1

ENLARGED PLUMBING PLAN - SECONDFLOOR

2' 1' 0 2'

SCALE: 1/2"=1'-0"

N





NOTES:

COVER

CLEANOUT PLUG

MAIN LINE

FINISHED FLOOROR CONCRETE PAD

CAULK, BUNA-NOR VITON SEAL

RISER EXTENSIONUP TO CLEANOUT.NEED NOT BELARGER SIZE THAN 4"

IF TO EMCS

DCW TO SYSTEMSEE PLANS FOR SIZE

WATER METER

GRADEDCW - (SEE PLANSFOR SIZES)

BP

REDUCEDPRESSUREPRINCIPLEBACKFLOWPREVENTER

(SEE PLANS)SLOPE

SYMMETRICALABOUT CENTER LINE

STRAINER

CAULKED OUTLET

SEE PLANS FORTYPE REQUIRED

3/8"

1/4"

3/8"

PIPE SLEEVE

BACKUP MATERIAL

SEALANT

INSULATION

CENTER OF PIPE

INSULATION

SEALANT

BACKUP MATERIALFLOOR

PIPE SLEEVE

PROVIDE SLEEVE FOR FLOORPENETRATION WITH 2" MORECLEARANCE. FILL CLEARANCEWITH FIREPROOF MASTIC.

CENTER OF PIPE

PIPE 3/8"

PIPE

ESCUTCHEON

INTERIOR SIDE OFEXTERIOR WALL

4" VENT PIPE

MASTIC

STAINLESS STEELCLAMPING RING

PREMOLDED PIPE BOOT FORSLOPED METAL ROOFS

LAP SEALANT

INCREASERIF REQUIREDVENT

VEN

T EX

TEN

SIO

NAS

REQ

UIR

ED

RIGID INSULATION

METAL ROOF

WALL SURFACE

CLEANOUT PLUG

ROUND POLISHED STAINLESSSTEEL WALL COVER PLATE(NOT REQUIRED UNLESSLOCATED IN WALLS)

COUNTERSUNK SCREW

SCREWED COUNTERSUNK PLUG

OPENING CUT-OUT IN WALL

HORIZONTAL LINEOR CLEANOUT TEE

WALL MOUNTED

WALL

1 1/2" VENT

WHA1 1/2" WASTE

1/2" DCWSHUT-OFF VALVE

NOTE:

2" ALL AROUND

WHERE USED THROUGH FLOORS,EXTEND 3" ABOVE FLOOR.PROVIDE A COVER PLATE (TACKWELDED) ON TOP OF UNUSED SLEEVES.

1/2" STEEL PLATE

STANDARD WEIGHT STEELPIPE SLEEVE OR 1/4"STEEL PLATE (CAST IN PLACE)

FILL VOID WITH SEALANTBOTH SIDES AS SPECIFIEDON DRAWING

CONCRETE GROUTIN REQUIRED

TO EMCS

BUILDING WALLSEE PLANSFOR CAPACITY

GRADE

SEE PLANS FOR SIZES

GASMETER

GC

GC

SIZE REGULATORFOR XXX CFHFROM XXX PSIG TO11" W.C.

1/2"DHW1/2"DCW

TEMPERATURE GAUGE

THERMOSTATIC MIXINGVALVE (85° F OUTLET)

SANITARY / VENT IN WALL

WALL BRACKET

1/2" TEMPERED WATER

EYEWASH WITH STAINLESSSTEEL BOWL

PUSH HANDLE

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4/16/2013 8:28:12 AM

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4/17

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SCALE: NTSE1 CLEANOUT

SCALE: NTSA1 WATER METER W/ BFP

SCALE: NTSE3

FLOOR DRAIN INSTALLEDIN GROUND FLOOR

SCALE: NTSC1

PIPE PENETRATIONS THROUGH VARIOUSSTRUCTURES

SCALE: NTSC8 VENT PIPE FLASHING

SCALE: NTSE7

WALL C/O CONCEALED WITHIN WALL OREND OF PIPE

SCALE: NTSE5

ELECTRIC WATER COOLERCONNECTION DIAGRAM

SCALE: NTSA4 WALL SLEEVESCALE: NTSA7

NATURAL GAS PRESSUREREGULATOR/METER

SCALE: NTSC5 EMERGENCY EYEWASH

ELECTRONICCONTROLMODULE

S

3/4" SUPPLY, EXTEND TOCONNECT TO MAIN

UNION

ATMOSPHERIC VACUUMBREAKER

STRAINER

SOLENOID CONTROL VALVE

TRAP PRIMER DISTRIBUTIONMANIFOLD

CAP UNUSED OUTLETS

1/2" PEX, EXTEND AND CONNECTTO FLOOR DRAIN BODY (TYP)

2

1

3NOTES:1. INSTALL TRAP PRIMER ASSEMBLY A MINIMUM

OF 12" ABOVE FLOOR RIM ELEVATION OFHIGHEST DRAIN CONNECTED.

2. EACH OUTLET SHALL BE CONNECTED ONLYTO ONE FLOOR DRAIN OR FLOOR SINK.

3. TRAP PRIMER DISTRIBUTION PIPING SHALLBE BUBBLE TIGHT AND SEALED.

KEYED NOTES:

1. PROGRAM CONTROL MODULE TO OPENSOLENOID CONTROL VALVE ATMANUFACTURER;S RECOMMENDED FREQUENCYAND DURATION.

2. GALVANIZED WALL BOX AND COVER PROVIDEDBY TRAP PRIMER MANUFACTURER.

3. POWER CONNECTION, PROVIDED BY OTHERS.

TRAPS.AS (4) INDIVIDUAL FLOOR DRAINPRIMER IS DISTRIBUTED TO AS MANYFROM THE FLOOR DRAIN TRAPA METERED AMOUNT OF WATER

20 FOOT OF PRIME LINE.THE FINISHED FLOOR FOR EVERYBE MOUNTED ONE FOOT ABOVETRAP PRIMER VALVE SHOULD

2.

NOTES:

1.

UNITDISTRIBUTION

DCW SUPPLY

INST

ALLA

TIO

N D

IMEN

SIO

N 1

5 1/

4" M

INIM

UM

12" M

INIM

UM

(NO

TE 1

)

FINISHED FLOOR

INSTALL ASSEMBLY WITH ACCESS3.FOR PERIODIC INSPECTION.

ISOLATION VALVE

UNION

TRAP PRIMERVALVE

COPPER TYPE L(TYP.)

TRANSITION TO PEX(TYP.)

PLASTIC TUBING (PEX EQUIVALENT) (TYP.)

MIN 1/2" FLOOR DRAINTRAP MAKE-UP WATER LINE. (TYP.)

DO NOT CONNECT TO DCW SUPPLY4.MAINS LARGER THAN 1-1/2". A

6"

1.

2.

NOTES:

4.

3.

FOR HEATER SELECTION SEE SCHEDULEAND SPECIFICATIONS.

MIXING VALVE TO OPEN TO COLD WATERFLOW ON THERMOSTAT FAILURE.

HOT WATER PIPED TO NORMALLY CLOSEDPORT OF MIXING VALVE

FOR PIPE SIZES SEE FLOOR PLAN.

STACK CAP

STORM COLLARAND GUY-WIRES

IF REQUIRED

TALL CONEROOF FLASHING

MIN. HEIGHT ASREQUIRED BY CODE

ROOF

COMPRESSION TANK

DHW

NATURAL GAS

GAS COCK

FULL SIZE DIRT LEG

COMBINATION GAS VALVEAND PRESSURE REGULATOR(11" W.C IN AND 8" W.C. OUT)

FULL SIZE OF P&TRELIEF VALVE OUTLET

DRAIN

EQUIPMENT PAD

FLOOR

AQUASTAT

RECIRC.PUMP

DCW

140° F HOT WATERFROM HEATER

DCW BALLVALVE

PRESSUREGAUGE

DCW

DHWR FROM RECIRC PUMP

DHWR (SEE PLANS FOR SIZE)

110° F HOTWATER TO SYSTEM

THERMOMETER3-WAY MIXINGVALVEUNION

CHECK VALVE

STRAINER

ET-1

RP-1

COMBUSTION AIR INTAKE

TERMINATE COMBUSTION AIR INLETABOVE ROOF WITH GOOSENECK.PROVIDE INSECT SCREEN OVER OPENING

(TYP)

DRAIN

6"

NOTES:

1.2.

NOTE TO DESIGNER

DCW

COMPRESSION TANK

FULL SIZE OF P&TRELIEF VALVE

FLOOR

EQUIPMENT PAD

DHW

FOR PIPE SIZES SEE FLOOR PLAN.FOR HEATER SELECTION SEESCHEDULE AND SPECIFCATIONS.

EXPANSION TANK AND CHECKVALVE MAY NOT BE NECESSARYON SMALL SYSTEMS

BUR

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FILE:DATE:

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US 1

2" =

1'-0

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4/16/2013 8:28:13 AM

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4/17

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SCALE: NTSD1 ELECTRONIC TRAP PRIMER DETAIL

SCALE: NTSA1 PRESSURE TYPE TRAP PRIMERSCALE: NTSA4

GAS FIRED WATER HEATER W/ MIXINGVALVE PIPING

SCALE: NTSD6 ELECTRIC WATER HEATER PIPING

BUR

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FILE:DATE:

U.S

. AR

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4/15/2013 12:16:48 PM

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4/17

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TRAP PRIMER SCHEDULE

TAG NO.TRAP PRIMER

TYPE VOLTAGE PHASETRAP PRIMER ROOM

LOCATION

NUMBEROF

DRAINS PIPE SIZE

MIN. DIFF.PRESSURE

(PSIG) REMARKSTP-1 AUTOMATIC 120 1 MECHANICAL ROOM 120 7 0.75 N/A 1TP-2 PRESSURE 0 0 TOILET 110 2 0.5 10 1,2TP-3 PRESSURE 0 0 MEN'S TOILET 207 3 0.5 10 1,2

NOTES:1. 1/2 INCH PEX SUPPLY TUBING TO EACH DRAIN TRAP.2. DO NOT CONNECT TO DCW PIPING LARGER THAN 1-1/2 INCHES.

N/A N/A

WATER HAMMER ARRESTOR SCHEDULE

TAG PIPE SIZE

SUPPLYFIXTURE

UNITS MATERIAL MANUFACTURER - 1MODELNO. - 1 MANUFACTURER - 2

MODELNO. - 2 MANUFACTURER - 3

MODELNO. - 3

WHA-A 3/4" 1 TO 11 STAINLESS STEEL J.R. SMITH 5005 WADE W-5 SIOUX CHIEF 652-AWHA-B 1" 12 TO 32 STAINLESS STEEL J.R.SMITH 5010 WADE W-10 SIOUX CHIEF 653-B

CLEANOUT SCHEDULEMARK TYPE (NOTE 1) COVER REMARKSCO-1 FLOOR CLEANOUT ROUND NICKEL BRONZE

SCORIATED OR OPTION TOPS FORFINISHED AREAS

CAST IRON, THREADED BRASS COUNTERSUNKPLUG, ADJUSTABLE HOUSING (NOTE 1)

CO-2 HEAVY DUTYFLOOR CLEANOUT

SCORIATED CAST IRON COVER,SPECIAL DUTY LOAD CLASS

CAST IRON, THREADED BRASS COUNTERSUNKPLUG, ADJUSTABLE HOUSING (NOTE 1)

NOTES:1. SIZE AS REQUIRED BY CODE.

FLOOR DRAIN SCHEDULETAG TYPE STRAINER REMARKSFD-A FLOOR

DRAIN(NOTE 1,2)

5" RND. ADJ.NICKEL-BRONZE

(NOTE 3)

CAST IRON, TWO PIECE BODYINTEGRAL CLAMPING COLLAR,

TRAP PRIMER CONNECTIONFD-B FLOOR

DRAIN(NOTE 1,2)

9" RND. DUCTILEIRON TRACTOR

GRATE, HEAVY DUTY

CAST IRON, INTEGRALCLAMPING COLLAR, PROVIDE

WITH DEEP SEAL TRAPNOTES:1. SIZE AS INDICATED ON DRAWINGS2. NEOPRENE GASKETED PUSH-ON OUTLET3. FLOOR DRAINS SHALL HAVE SQUARE GRATE WHERE INSTALLED INROOMS WITH SQ. TILE

DOMESTIC WATER HEATER SCHEDULE

TAG NO. TYPE LOCATION SERVICE

HEATINGELEMENTS

(NO./kW)HEATINGSOURCE

STORAGECAPACITY

(GAL)

RECOVERYRATE

(GAL/HR)

HOT WATERTEMP.

SETTING(DEG. F.)

CONNECTION SIZE

VOLTS PHASE REMARKSDCW (IN) DHW (IN)DWH-1 ELECTRIC STORAGE JANITOR CLOSET DHW 1 / 4.5 ELECTRIC 40 21 120 1 1 240 1 1

NOTES:1. PROVIDE DRIP PAN UNDER WATER HEATER.

PLUMBING FIXTURE SCHEDULE

FIXTURE TYPE DESCRIPTION

FLOW OR FLUSHRATE

MOUNTING HEIGHT

CONNECTION SIZES (INCHES)COLD

WATERHOT

WATER WASTE VENTEEW EMERGENCY

EYEWASH6 GPM 33 INCHES AFF 0.5 0.5 1.5 1.25

EWC-1 ELECTRIC WATERCOOLER

8 GPH ORIFICE HEIGHT: 38-3/8"UPPER, 32-7/8" LOWER

0.5 0 1.25 1.25

HB HOSE BIBB 5 GPM 36 INCHES AFF 0.5 0 0 0LAV-1 COUNTER MOUNTED

LAVATORY0.5 GPM COUNTER MOUNTED 0.5 0.5 1.5 1.25

LAV-2 WALL HUNGLAVATORY

0.5 GPM 31 INCHES AFF RIM HEIGHT -ACCESSIBLE

0.5 0.5 1.5 1.25

MB-1 MOP BASIN 2.5 GPM N/A 0.5 0.5 3 0SK-1 BREAK ROOM SINK 1.5 GPM COUNTER MOUNTED WITH

GARBAGE DISPOSER0.5 0.5 1.5 1.25

U-1 URINAL 0.125 GPF 24 INCHES AFF RIM HEIGHT 0.75 0 2 1.5U-2 ACCESSIBLE URINAL 0.125 GPF 17 INCHES AFF RIM HEIGHT -

ACCESSIBLE0.75 0 2 1.5

WC-1 WATER CLOSET 1.28 GPF 15 INCES AFF RIM HEIGHT 1 0 4 2WC-2 ACCESSIBLE WATER

CLOSET1.28 GPF 17 INCHES AFF RIM HEIGHT -

ACCESSIBLE1 0 4 2

WH WALL HYDRANT 5 GPM 24 INCHES AFF 0.75 0 0 0N/A N/A N/A

N/A

N/AN/AN/A

N/AN/A

N/AN/A

N/A

N/A N/A

2" DCW

1/2" DHW

LAV-2

WC-2

WC-2

U-2

LAV-2

SK-11-1/2" DCW

1/2" DCW

EWC-1

1" DCW

TP-2

WHA-BWHA-A

WHA-A

3/4" DHW

3/4" DHW

WHA-A

WHA-A

1/2" DHW

1-1/2" DCW

1-1/2" DCW

3/4" DHW

U-2

U-1

U-11" DCW

1-1/2" DCW 1-1/4" DCW

MB-1

WC-1

WC-2

WC-2

WC-1 WHA-B

TP-3

1" DCW

1-1/2" DCW3/4" DHW LAV-1

LAV-1

LAV-1

WHA-A

3/4" DHW

3/4" DCW

EWC-1

LAV-1

LAV-1

WHA-A

1/2" DCW

1-1/2" DCW

1/2" DHW

1" DHW

WHA-A

3/4" DHW

3/4" DCW

BP

WH

1" DCW

3/4" DCW3/4" DCW

1/2" DCWTO CRU-4

TO CRU-3

3/4" DCW

WH

WH

DWH-1

1" DCW

EEW

WH

3/4" DCW

TP-1

BP

3/4" DCW

WH

BPM

2" DCW

3/4" DCW3/4" DCW

3/8" DCW

BP

WH

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DOMESTIC WATER RISER DIAGRAMNOT TO SCALE

NOTES:1. SEE DRAWING P-001 FOR GENERAL NOTES,

LEGEND AND ABBREVIATIONS.

2. FOR CONNECTION SIZES TO INDIVIDUALFIXTURES SEE PLUMBING FIXTURESCHEDULE ON P-601.

ROUTE 1/2" DHW CONNECTION TODISHWASHER.

1" DCW MAKE-UP FOR BOILER WATER SYSTEM.

ICE MAKER OUTLET BOX.

REDUCED PRESSURE PRINCIPLE BACKFLOWPREVENTER. PIPE RELIEF TO FLOOR DRAIN.

DOUBLE CHECK TYPE BACKFLOW PREVENTER.

KEYED NOTES:

1

2

3

4

5

5

3

1

524

4

LAV-2

U-2

WC-2

4" SS

SK-1

4" SS

4" SS

WC-2

LAV-2

2" SS

EWC-1

U-1

2" SSU-1

2" SS

U-2

4" SS

4" SS3" MB-1

2" FD-A

1-1/2" SS

2" FD-A

2" FD-A4" SS

4" SS

WC-2

WC-2

WC-1

WC-1

2" VLAV-1

LAV-1

LAV-1

2" SS

1-1/2" SS

1-1/2" SS

1-1/2" V

1-1/2" V

2" V

2" V

2" V

1-1/2" V

1-1/4" V

2-1/2" V

2-1/2" V

1-1/2" V

2-1/2" V

2" V

3" V

LAV-1

LAV-1

1-1/2" SS

EWC-1 3" V

1-1/2" V

4" VTR

1-1/4" V

(SEE NOTE 3)

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WASTE AND VENT RISER DIAGRAM

NOTES:1. SEE DRAWING P-001 FOR GENERAL

NOTES, LEGEND AND ABBREVIATIONS.

2. FOR CONNECTION SIZES TO INDIVIDUALFIXTURES SEE PLUMBING FIXTURESCHEDULE ON P-601.

3. DESIGNER OF RECORD TO COMPLETEDESIGN INCLUDING UNDERGROUNDPIPING, FLOOR DRAINS, MOP BASINS,AND ASSOCIATED VENT PIPING UPONSITE LOCATION.

NOT TO SCALE

FIRE ALARM / MASS NOTIFICATION LEGEND

THIS SYSTEM SHALL BE A COMBINED FIRE ALARM / MASS NOTIFICATIONSYSTEM.

THE FIRE ALARM / MASS NOTIFICATION DRAWINGS ARE SCHEMATIC INNATURE AND SHOW A MINIMAL QUANTITY OF DEVICES. CONTRACTOR SHALLDETERMINE THE FINAL QUANTITY AND LOCATION OF ALL DEVICES INACCORDANCE WITH THE SPECIFICATIONS, CONTRACT DRAWINGS, ANDMANUFACTURER'S WRITTEN RECOMMENDATIONS TO BE COMPLIANT WITHALL APPLICABLE CODES AND STANDARDS. ADDITIONAL DEVICES SHALL BEPROVIDED FOR A FULLY FUNCTIONING FIRE ALARM SYSTEM AS REQUIRED BYNFPA 72, UFC 3-600-01, UFC 4-021-01, AND AFI 91-203

ALL SYSTEMS WHICH REQUIRE COORDINATION BETWEEN TRADES SHALL BETO THE SATISFACTION OF THE CONTRACTING OFFICER AND AHJ. ANYDEFICIENCIES, INCONSISTENCIES, AND POORLY COORDINATEDINSTALLATIONS SHALL BE CORRECTED BY THE CONTRACTOR.

REFER TO FIRE SUPPRESSION DRAWINGS FOR ADDITIONAL INFORMATIONAND COORDINATION OF TAMPER SWITCHES, FLOW SWITCHES, PRESSURESWITCHES, LEVEL SWITCHES, ETC…

REFER TO LIFE SAFETY PLAN FOR LOCATION OF FIRE RATED BARRIERS ANDLOCATION OF DOORS ON HOLD OPENS. WHERE HOLD OPEN DOORS ARENOTED ON THE LIFE SAFETY PLANS, PROVIDE SMOKE DETECTION AND DOORRELEASE IN ACCORDANCE WITH NFPA 72.

AIR HANDLING UNITS OVER 2,000 CFM SHALL BE PROVIDED WITH SUPPLYAND RETURN SMOKE DETECTORS. EXHAUST FANS DO NOT REQUIRE DUCTSMOKE DETECTORS. REFER TO MECHANICAL PLANS FOR ADDITIONALREQUIREMENTS AND LOCATIONS.

ALL ELECTRICAL WORK SHALL COMPLY WITH SPECIFICATIONS, CONTRACTDRAWINGS, NEC (NFPA 70), NFPA 72, NFPA 101, AND APPLICABLE CODESAND STANDARDS. ALL GROUNDING SHALL COMPLY WITH NEC ARTICLE 250.

ALL CONDUITS SHALL BE CONCEALED IN WALLS, FLOOR SLABS OR CEILINGSUNLESS OTHERWISE INDICATED. EXCEPTION: CONDUIT SHALL BE ALLOWEDTO BE SURFACE MOUNTED ON BLOCK WALLS IN UNFINISHED AREAS (E.G.MECHANICAL ROOM, ELECTRICAL ROOM, RISER ROOM).

CONDUIT SHALL BE SUPPORTED IN STRICT ACCORDANCE WITH THE NEC(E.G.10 FT INTERVALS AND 3 FT FROM TERMINATION). TENSION ONLYHANGERS ARE NOT PERMITTED (E.G. BATWINGS). TYPE OF CONDUIT UTILIZEDSHALL BE IN ACCORDANCE WITH THE ELECTRICAL SPECIFICATIONS UNLESSOTHERWISE NOTED. FLEXIBLE CONDUIT IS ONLY PERMITTED FORTERMINATION AT DEVICES MOUNTED ON PIPING OR SUBJECTED TO REMOVAL(E.G. FLOW SWITCHES, TAMPER SWITCHES, SPEAKERS AND STROBESMOUNTED IN REMOVABLE CEILINGS).

ALL CONDUCTORS SHALL BE CONSISTENTLY COLOR COORDINATEDTHROUGH THE SYSTEM IN RELATION TO DEVICES THEY FEED (E.G. SLC -BLACK/RED, STROBE - YELLOW/BLUE, SPEAKER - BLACK/BROWN).SHIELDING SHALL BE GROUNDED AT ONE END OF THE CIRCUIT. ALLCIRCUITS SHALL BE PROVIDED WITH LABELING AT POINT OF TERMINATION.

FIRE ALARM EQUIPMENT PANELS SHALL NOT BE USED AS RACEWAY FORROUTING POWER WIRING OR LOW VOLTAGE WIRING. ONLY WIRINGTERMINATING WITH THE PANEL SHALL BE ROUTED INTO THE PANEL. POWERWIRING AND POWER LIMITED WIRING SHALL BE SEPARATED BY A MINIMUM OFTWO INCHES WITHIN THE EQUIPMENT PANELS.

THE SUPPLY AND RETURN OF CLASS A CIRCUITS SHALL BE HORIZONTALLYSEPARATED BY 4 FT AND VERTICALLY SEPARATED BY 1 FT WITHIN 10 FT OFTHE PANEL OR THE POINT AT WHICH THEY EXIT THE ROOM, WHICHEVER ISLESS. CLASS A CIRCUITS SHALL NOT BE ROUTED IN THE SAME CHASEWHERE ROUTED BETWEEN FLOORS.

MOUNTING DEVICES IN THE FACP, PACP, NAC BOOSTER PANELS, AMPBOOSTER PANELS, AND TRANSCEIVER PANELS WHICH ARE NOT UL LISTEDAS PART OF THE PANEL IS PROHIBITED (E.G. MOUNTING AN ADDRESSABLEINPUT MODULE IN A FACP IS NOT PERMITTED.)

ALL POWER SUPPLIES TO FACP, PACP, NAC BOOSTER PANELS, AMPBOOSTER PANELS, AND TRANSCEIVER PANELS SHALL BE PROVIDED WITHTVSS. ALL SLC, NAC, OR IDC CIRCUITS ENTERING OR LEAVING THE BUILDINGSHALL BE PROVIDED WITH TVSS. EXCEPTION: CIRCUITS TO DEVICESMOUNTED DIRECTLY ON THE EXTERIOR OF THE BUILDING DO NOT REQUIRETVSS (E.G. EXTERIOR ALARM BELL). TVSS SHALL BE MOUNTED IN ASEPARATE ENCLOSURE (E.G. MOUNTING THE TVSS IN THE FACP ENCLOSUREIS NOT PERMITTED).

1. AUDIBLE NOTIFICATION SHALL BE PROVIDED FOR ALL AREAS ANDROOMS THROUGHOUT THE FACILITY. THE FOLLOWING DESIGNCRITERIA SHALL BE ACCOMPLISHED WITH ALL DOORS, FIRE SHUTTERS,AND WINDOWS CLOSED. WHERE THIS DESIGN CRITERIA IS NOTACCOMPLISHED DURING COMMISSIONING, THE CONTRACTOR SHALLPROVIDE ADDITIONAL DEVICES TO MEET THE MINIMUM DESIGNCRITERIA REQUIREMENTS AT NO ADDITIONAL COST. AS-BUILTDRAWINGS SHALL DEMONSTRATE THE ADDITIONAL DEVICES AND/ORMODIFICATIONS TO THE INSTALLED DEVICES DO NOT EXCEED THELIMITATIONS OF THE FACP, NAC BOOSTER PANEL, OR AMP BOOSTERPANEL (PLUS ANY ADDITIONAL SAFETY FACTORS OR LIMITATION).

2. A SPEAKER/HORN IS NOT REQUIRED IN EVERY ROOM, HOWEVERSPEAKER PERFORMANCE MUST ADHERE TO THE SOUND POWER ANDINTELLIGIBILITY CRITERIA WITHIN THE SPECIFICATIONS, CONTRACTDRAWINGS, NFPA 72, AND UFC 4-021-01.

3. THE SOUND POWER OF THE AUDIBLE NOTIFICATION SHALL BE AMINIMUM OF 70 DBA AND 15 DBA OVER THE AMBIENT CONDITIONS ATTHE MOST REMOTE LOCATION WITHIN THE ROOM OR AREA. THESOUND POWER SHALL BE MEASURED OFF THE TEMPORAL PATTERNPROCEEDING EACH VOICE MESSAGE. THE FOLLOWING CRITERIASHALL BE UTILIZED FOR REVIEW AND APPROVAL OF SHOP DRAWINGS.THE ACTUAL PERFORMANCE AT FINIAL TESTING SHALL BE USED FORSYSTEM ACCEPTANCE.

A. THE SOUND POWER SHALL BE REDUCED BY 6 DBA EACH TIME THE DISTANCE BETWEEN THE APPLIANCE AND THE LISTENER IS DOUBLED. STARTING DISTANCE IS PER MANUFACTURER'S DATASHEET, TYPICALLY 10 FT.

B. THE SOUND POWER SHALL BE REDUCED IN ACCORDANCE WITH THE MANUFACTURER'S DATASHEET FOR SOUND POWER DISTRIBUTION NOT PERPENDICULAR TO THE SPEAKER FACE. REFER TO MANUFACTURER'S TYPICAL SOUND OUTPUT DISTRIBUTION DIAGRAM.

C. A 15 DBA LOSS SHALL BE ASSUMED THROUGH A STANDARD CLOSED DOOR.

4. INTELLIGIBILITY SHALL MEET THE FOLLOWING CRITERIA:

A. NORMALLY UNOCCUPIED ROOMS SHALL BE CONSIDERED STORAGE ROOMS, MECHANICAL ROOMS, RISER ROOMS, ELECTRICAL ROOMS, JANITOR ROOMS, COMMUNICATION CLOSETS, ELEVATOR MACHINE ROOMS. ALL OTHER ROOMS SHALL BE CONSIDERED NORMALLY OCCUPIED.

B. IN ROOMS WITH ACOUSTICAL CEILINGS, A CIS SCORE OF 0.80 SHALL BE ACHIEVED IN THE MOST REMOTE AREA OF THE ROOM AT 5 FT ABOVE FINISHED FLOOR.

C. IN NORMALLY OCCUPIED ROOMS WITH HARD CEILINGS AND WALLS, AN OCCUPANT MAY TRAVEL UP TO 33 FT THROUGH UNRESTRICTED ACCESS TO REACH AN AREA OF 0.80 CIS.

D. IN NORMALLY UNOCCUPIED ROOMS AN OCCUPANT MAY TRAVEL UP TO 50 FT THROUGH UNRESTRICTED ACCESS TO REACH AN AREA OF 0.80 CIS.

5. PROVIDE ON THE EXTERIOR WEATHER PROOF SPEAKER SERVINGEXTERIOR COMMON AREAS SUCH AS COURTYARDS, BREAK AREAS,SMOKING AREA, SIDEWALKS LEADING TO A PUBLIC STREET. EXTERIORSPEAKERS SHALL MEET A MINIMUM OF 70 DBA AND 15 DBA OVERAVERAGE AMBIENT CONDITIONS, WITH A CIS SCORE OF 0.80 AT 15 FTFROM THE DOOR.

6. LOCATE SMOKE DETECTOR OVER FACP, NAC, AMP, FTR AND PACPPANEL.

FACP FIRE ALARM CONTROL PANEL

LOC LOCAL OPERATIONS CONSOLE

AMP AMPLIFIER

GENERAL FIRE ALARM AND MASS NOTIFICATION NOTES:DESIGN CRITERIA:ABBREVIATIONS:

VS TAMPER SWTICH

SPEAKER

FSTROBE

WALL MOUNTED LOUD SPEAKER

ANTENNA

AIMADDRESSABLE INPUT MODULE

AOMADDRESSABLE OUTPUT MODULE

GROUND

TVSS TRANSIENT VOLTAGE SURGE SUPPRESSOR

MNS MASS NOTIFICATION CONTROL PANEL

P = PHOTOELECTRIC

M = MASS NOTIFICATION, AMBER LABELED"ALERT"F = FIRE ALARM NOTIFICATION, CLEAR,LABELED "FIRE"

R = RETURNS = SUPPLY

AHJ AUTHORITY HAVING JURISDICTIONCFM CUBIC FEET PER MINUTEIDC INITIATING DEVICE CIRCUITMNS MASS NOTIFICATION SYSTEMNAC NOTIFICATION APPLIANCE CIRCUITNEC NATIONAL ELECTRICAL CODESLC SIGNALING LINE CIRCUITTYP TYPICALUL UNDERWRITERS LABORATORIES

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

PCEILING MOUNTED SMOKE DETECTOR

RIN-DUCT PHOTOELECTRIC SMOKE DETECTOR

FTR FIRE ALARM TRANSMITTER/TRANSCEIVER

FPC FIRE PUMP CONTROL (BY DIVISION 21)

MIC MICROPHONE

NAC NOTIFICATION APPLIANCE CIRCUIT BOOSTERPOWER SUPPLY

BATT SECONDARY POWER SUPPLY (BATTERY)

WF WATER FLOW SWITCH

P MANUAL FIRE ALARM PULL STATION

PS PRESSURE SWITCH (BY DIVISION 21)

SUPERVISED DISCONNECT

PACP

SIM

PREACTION RELEASING PANEL

SIMULATOR CONTROL SYSTEM

ESR ELEVATOR SYSTEM RECALL PANEL (BYDIVISION 14)

ASCP AIR SAMPLING CONTROL DETECTOR PANEL

HORN STROBE COMBINATION

DEFINITIVE DESIGN NOTES DEFINITIVE DESIGN NOTES

SOL SOLENOID

WP = WEATHER PROOFWP


SECTION, DETAIL OR ELEVATION TITLE

PLATE NUMBER WHERE SECTION,DETAIL OR ELEVATION IS TAKEN

SECTION, DETAIL OR ELEVATIONIDENTIFICATION MARK

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PROVIDE CEILING MOUNTED SPEAKERSTHROUGHOUT AREA TO ARCHIVE DESIGNCRITERIA.

PROVIDE CEILING MOUNTED SPEAKERSAND WALL MOUNTED STROBESTHROUGHOUT AREA TO ACHIVE DESIGNCRITERIA.

B

C

E

F

2 3 4 5 6 7 8 9

A

D

10 11 121

COMM122

MECHANICAL117

SIMULATORBAY-1123-1

COMPUTER125

BOT126

CORR-1103-1

BOT124

SIM MX/PARTS116

STAIR 1102

ELEV101

VEST.-1100-1

SCHED.104

SITE MANAGER105

COR OFFICE106

COPY/FAX107

BREAK108

TOILET112

TOILET111

CORR109

PART TASKTRAINER

114

CORR-2103-2

STAIR 2115

ELEC119

UPS118FIRE PUMP ROOM

121

ANN

PROVIDE CEILING MOUNTED SPEAKERAND STROBES THROUGHTOUT AREATO ACHIVE DESIGN CRITERIA.

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SCALE:1/8"=1'

N

NOTES:

1. REFER TO THE FIRE ALARM LEGEND FORGENERAL NOTES, DESIGN CRITERIA,ABBREVIATIONS AND SYMBOLS.

KEYED NOTES:

MONITOR FLOW SWITCHES AND TAMPER SWITCHES ASOUTLINED ON THE FIRE SUPPRESSION SINGLE LINERISER DIAGRAM 3 ON SHEET FP-001.

PROVIDE INCIPIENT SMOKE DETECTION ZONE BELOWFLOOR.

PROVIDE INCIPIENT SMOKE DETECTION ZONE(S) INROOM.

HORN STROBE OVER FDC SEE FP-101 FOR FDCLOCATION.

LOCATE ASCP IN FIRE PUMP ROOM IF TRANSPORT TIMECANNOT BE MET LOCATE IN SIM BAY OR COMPUTERROOM.

1

2

1 FIRE ALARM - FIRST FLOOR

1

2

NAC FACP

LOC

3

3

3

AMPPACP

FTR

1/8"

= 1

'

WP

4

4

5

5

ASCP

B

C

E

F

2 3 4 5 6 7 8 9

A

D

10 11 121

11.1

9.8

E.8

STAIR 1202LOBBY

200

BRIEF203

BRIEF204

LARGE BRIEF216

LARGE BRIEF215

COMM221

BRIEF219

BRIEF218

BRIEF217

ELEV201

BRIEF205

WOMEN'S TOILET206

MEN'S TOILET207

JAN208

LEARNINGCENTER

209

STAIR 2214

CORR210

ELEC211

INSTRUCTORS212

CORR220

OPEN TO BELOW


OPEN TOBELOW P

PROVIDE CEILING MOUNTED SPEAKERSTHROUGHOUT AREA TO ARCHIVE DESIGNCRITERIA.

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1 FIRE ALARM - SECOND FLOOR

NOTES:

1. REFER TO THE FIRE ALARM LEGEND FOR GENERALNOTES, DESIGN CRITERIA, ABBREVIATIONS ANDSYMBOLS.

KEYED NOTES:

MONITOR FLOW SWITCH FOR ELEVATOR EQUIPMENTROOM. ACTUATION OF FLOW SWITCH SHALL REMOVEPOWER TO THE ELEVATOR BY SHUNT TRIP BREAKEROPERATION.

SPEAKER REQUIRED IN ELEVATOR CAB COORDINATEWITH ELEVATOR CONTRACTOR.

1

N

8' 4' 0 8'

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

1

LOC

1/8"

= 1

'

2

2

FLO

OR

TO

CEI

LIN

G H

EIG

HT

MAXIMUM DISTANCE BETWEENSPEAKERS SHALL NOT EXCEED TWOTIMES THE HEIGHT OF THE CEILINGOR 20 FT. WHICHEVER IS GREATER

MAXIMUM DISTANCE TO WALLSHALL NOT EXCEED THE HEIGHTOF THE CEILING OR 10 FT.WHICHEVER IS GREATER

3' (MIN) 4" (MIN)

12" (MAX)

4" (MIN)

FOR CEILING HEIGHTSLESS THAN 86" THE VISUALLENS MOUNTING HEIGHT

SHALL BEWITHIN 6" OF THECEILING

TO EXITDOOR

5' (MAX)

48" MAX42" MIN

MORE THAN TWOAPPLIANCES IN ANY

FIELD OF VIEW SHALLBE SYNCHRONIZED

96" M

AX80

" MIN

DETECTORSNEVER HERE

WALLMOUNTED

SMOKE/HEATDETECTOR

CEILINGMOUNTED

SMOKE/HEATDETECTOR

SUPPLY ORRETURNDIFFUSER

6" MIN BELOWFINISHEDCEILING

90" MIN AFF (OTHER MOUNTING HEIGHTSSHALL BE PERMITTED WHEN APPROVEDBY THE AHJ, PROVIDING IT MEETS THE

SOUND LEVEL OUTPUT REQUIRED.)

VISUAL WALLMOUNTEDAPPLIANCE

AUDIBLEONLYWALL

MOUNTEDAPPLIANCE

MINIMUM 12"FROM LIGHT

SWITCH

PULLSTATIONSSHALL NOTBELOCATEDBEHINDDOORSWINGS.

P

CEILING

MAGNETICDOOR

HOLDER

FINISHED FLOOR

NACFACPASFP

5' M

AX

5' M

AX

5' M

AX

60" M

AX48

" MIN

SAMPLINGPIPE LABLEDIAW NFPA 72

SAMPLINGPIPE LABLEDIAW NFPA 72

PROVIDE ASD TESTPORT IN ANASSESSABLELOCATION INUNFINISHED SPACE

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4/16/2013 3:50:39 PM

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TYPICAL MASS NOTIFICATION SPEAKERSPACING

B4 TYPICAL DEVICE MOUNTING DETAIL

NO

SC

ALE

NOT TO SCALE

NOT TO SCALE

ESR

AOM

FACP/MNS

TVSS

120V

FTR

TVSS

120V

BATT

NOTES: KEYED NOTES:

MOUNT RADIO TRANSCEIVER ANTENNA PERMANUFACTURERS RECOMMENDATION

PROVIDE DIRECT SHUTDOWN OF AIR HANDLINGEQUIPMENT

PROVIDE SUPPLY AND RETURN SMOKE DETECTORS IN AIRHANDLING UNITS GREATER THAN 2000 CFM

NOTIFICATION APPLIANCE CIRCUITS ZONED PER FLOOR

PROVIDED BY SIMULATOR CONTRACTOR

1

2

3

4

5

6

7

7

1

3

2

4

P

8

BATT

COORDINATE GROUNDING METHOD WITH BASE ELECTRICALENGINEER

8

LIGHTNING ARRESTOR KIT

PROVIDE #6 AWD TO BUILDING COUNTERPOISE

PROVIDE LOC PANEL AS SHOWN ON DRAWINGS

PROVIDED BY PUMP CONTRACTOR IF PUMP IS REQUIRED

AIM AIM

VSWF

AOM

AOM

REFER TO THE FIRE ALARM LEGEND FOR GENERAL NOTES,DESIGN CRITERIA, ABBREVIATIONS, AND SYMBOLS.

THE FIRE ALARM RISER SHOWS THE INTENT OF THE FIREALARM INFRASTRUCTURE. NOT ALL DEVICES ARE SHOWN.CONTRACTOR SHALL PROVIDE THE QUANTITY OF DEVICESAS REQUIRED TO COMPLY WITH NFPA 72, UFC 3-600-01, UFC4-021-01 AND CONTRACT DOCUMENTS.

EACH FLOW AND TAMPER SWITCH SHALL REPORT BACKTO THE FIRE ALARM CONTROL PANEL WITH A SEPARATEADDRESS. GROUPED SWITCHES ON ONE ADDRESS ARENOT ACCEPTABLE.

1.

2.

3.

S

NACBATT

TVSSF

120V

LOC

AMPBATT

TVSS

120V

MIC

9

M

AIM

PS

ASCP

AIMAIM

PS

AOM

10

PACP

AIM

AIM AOM

SOL

AOMP

WP

AIM

FPC

6

PROVIDED BY ELEVATOR CONTRACTOR

HORN/STROBE OVER SPRINKLER FDC

TO SIMULATOR FOR EPO

FROM SIMULATOR FIRE DETECTION SYSTEM

FINAL QUANTITY IN ACCORDANCE WITH FIRE ALARMMATRIX

11

12

13

14

15

REFER TO FIRE SUPPRESSION DRAWINGS FORQUANTITY AND/OR LOCATIONS OF DEVICE

TO SIMULATOR FIRE ALARM NOTIFICATION DEVICES

SMOKE DETECTION AT ALL AMP, NAC, FACP, PACP, FTRAND ELEVATOR SHAFT

QUANTITY AND/OR LOCATION PER CONTRACTORDESIGN TO MEET DESIGN CRITERIA

16

17

18

19

PROVIDE SUPERVISED DISCONNECT AND CONNECTIONTO SOLENOID PREACTION VALVE

PREACTION ALARM PRESSURE SWITCH

PREACTION LOW/HIGH AIR PRESSURE SWITCH

REFER TO FIRE ALARM PLANS FOR LOCATION

20

21

22

23

19

19

9

15

15

14

20

15

AIM

13 17

5

16 16 2216

16 12

16 21

18

19

19

11

16

15

23

F

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9

9

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19

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4/16/2013 3:50:41 PM

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ANNUNCIATIONAT LOCAL PANEL

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AUD

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ALARM CONDITIONS1

AC POWER FAILURELOW BATTERYOPEN CIRCUIT FAULTGROUND FAULTNOTIFICATION APPLIANCE COMMON TROUBLE

TROUBLE CONDITIONS

AMPLIFIER COMMON TROUBLE

SUPERVISORY SIGNALSSPRINKLER SYSTEM TAMPER SWITCHPREACTION SYSTEM LOW AIR

ACTI

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FD

C H

OR

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UD

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PREACTION SYSTEM HIGH AIRPREACTION SYSTEM SOLENOID DISCONNECT (PACP)PUMP RUNNING*PUMP LOSS OF POWER*

OVE

R R

IDE

FIR

E AL

ARM

AU

DIO

-VIS

UAL

SIG

NAL

IN-DUCT SMOKE DETECTORSMOKE DETECTOR ELEVATOR LOBBY 1ST FLOORSMOKE DETECTOR ELEVATOR LOBBY 2ND FLOORSMOKE DETECTOR ELEVATOR LOBBY ELEVATOR SHAFTMANUAL PULL STATIONFLOW SWITCH - WET-PIPE SYSTEM - 1ST FLOORFLOW SWITCH - WET-PIPE SYSTEM - 2ND FLOORFLOW SWITCH - WET-PIPE SYSTEM - ELEVATORDELUGE VALVE ALARM PRESSURE SWITCHAIR ASPIRATING DETECTOR LEVEL 1AIR ASPIRATING DETECTOR LEVEL 2

AIR ASPIRATING DETECTOR LEVEL 3AIR ASPIRATING DETECTOR LEVEL 4 (PACP)FIRE SIGNAL FROM SIMULATORSIMULATOR EPOMASS NOTIFICATION INPUT

COMMON TROUBLE (PACP)COMPONENT COMMON TROUBLE

PUMP PHASE REVERSAL*PUMP ROOM TEMPERATURE MONITORING*NOTIFICATION APPLIANCE COMMON SUPERVISORYAMPLIFIER COMMON SUPERVISORYCOMMON SUPERVISORY (FSCP)COMPONENT COMMON SUPERVISORY

ZONE

UN

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CO

UN

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BE

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TER

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NO

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REC

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ATO

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SMOKE DETECTOR OVER PANELS

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X

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AIR ASPIRATING DETECTOR COMMON TROUBLE 2 X X

FIRE ALARM PREACTION CONTROL PANEL (PACP) FUNCTIONAL MATRIX

ANNUNCIATIONAT LOCAL PANEL

NOTIFICATION AUXILIARYFUNCTION

AUD

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ALARM CONDITIONS

AC POWER FAILURELOW BATTERYOPEN CIRCUIT FAULTGROUND FAULT

TROUBLE CONDITIONS

SUPERVISORY SIGNALSDELUGE VALVE SOLENOID DISCONNECTCOMPONENT COMMON SUPERVISORY

AIR ASPIRATING DETECTOR LEVEL 4 X X X

XX

COMPONENT COMMON TROUBLE

XXXXX

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SE X

, CO N

US

4/16/2013 3:50:43 PM

C. C

AHIL

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4/17

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2 FIRE ALARM PANEL MATRIX

NO

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1 PREACTION PANEL MATRIX


SECTION, DETAIL OR ELEVATION TITLE

PLATE NUMBER WHERE SECTION,DETAIL OR ELEVATION IS TAKEN

SECTION, DETAIL OR ELEVATIONIDENTIFICATION MARK

DETAIL CALLOUT SYMBOL

PLATE NUMBER WHEREDETAIL IS DRAWN

DETAILNUMBER

FIRE PROTECTION DESIGN CRITERIA

APPLICABLE CODES AND STANDARDS:

A.

B.

C.

D.E.

F.

NFPA 13

NFPA 20

NFPA 24

NFPA 72UFC 3-600-01

AFI 91-203

FIRE SUPPRESSION GENERAL NOTES

1. PROVIDE ALL NECESSARY COMPONENTS FOR A WET-PIPE AND DOUBLEINTERLOCK PREACTION SYSTEM. CONTRACTOR SHALL PROVIDE ADDITIONALCOMPONENTS AND MODIFICATIONS AS REQUIRED TO PROVIDE A FULLYFUNCTIONING FIRE SUPPRESSION SYSTEM

2. ALL SYSTEMS WHICH REQUIRE COORDINATION BETWEEN TRADES SHALLBE TO THE SATISFACTION OF THE CONTRACTING OFFICER AND THE BASEFIRE MARSHAL. ANY DEFICIENCIES, INCONSISTENCIES, OR POORLYCOORDINATED INSTALLATIONS SHALL BE CORRECTED BY THECONTRACTOR AT NO EXTRA COST TO THE GOVERNMENT.

3. FINAL DESIGN REQUIREMENTS (DEVICE QUANTITY, SIZE, AND LOCATIONS) ARE THE SOLERESPONSIBILITY OF THE CONTRACTOR AND DESIGNER OF RECORD (DOR). DRAWINGSINDICATE MINIMUM REQUIREMENTS; THE DOR WILL BE RESPONSIBLE FOR VERIFYING ANDCOORDINATING FINAL DESIGN REQUIREMENTS WITH APPLICABLE DOD DESIGN REFERENCEDOCUMENTS, CODES, AND USER REQUIREMENTS.

FOR INFORMATION ONLY: FLOW TEST*

DATE:TIME:STATIC:RESIDUAL:FLOW:

DD/MM/YY14HH:MMXX PSIXX PSIXXXX GPM

4. THE FIRE PROTECTION CONTRACTOR SHALL PERFORM, AND SUBMIT, A HYDRANT FLOW TESTIN ACCORDANCE WITH NFPA 291 AND HYDRAULICALLY DESIGN THE SYSTEMS BASED ON THEMOST RESTRICTIVE FLOW TEST INFORMATION AVAILABLE. HYDRAULIC CALCULATIONS SHALLINCORPORATE A SAFETY FACTOR EQUAL TO 10% OF THE PRESSURE.

FIRE PROTECTION ABBREVIATIONS

AFFASFL(M)NCNO(S)SQ FT

ABOVE FINISHED FLOORAUTOMATIC SPRINKLERFIRE LINEMECHANICALLY SUPERVISENORMALLY CLOSEDNORMALLY OPENELECTRICALLY SUPERVISEDSQUARE FOOT

STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS,2013 EDITIONSTANDARD FOR THE INSTALLATION OF STATIONARY FIREPUMPS, 2013 EDITIONSTANDARD FOR PRIVATE SERVICE MAINS AND THEIRAPPURTENANCES, 2013 EDITIONNATIONAL FIRE ALARM AND SIGNALING CODE, 2013 EDITIONDESIGN: FIRE PROTECTION ENGINEERING FOR FACILITIES, 2013EDITION CHANGE 3.AIR FORCE CONSOLIDATED OCCUPATIONAL SAFETYINSTRUCTION, (2012)

5. DESIGN AREAS SHALL BE INCREASED 30% WHERE CEILINGS SLOPE IS GREATER THE 1:10.

FIRE SERVICE SIZE, FIRE PUMP REQUIREMENT AS WELL AS ENTRANCE AND RISERLOCATION TO BE DETERMINED AFTER SITE SELECTION IS DETERMINED.

6.

*TO BE DETERMINED AFTER SITE SELECTION

A1FP-001


FIRE PIPE LINE DESIGNATIONS

FIRE PROTECTION PIPE

UNDERGROUNDFIRE PROTECTION PIPE

SITE DEPENDENT PIPING

(3) 2 1/2" HOSE BACKFLOW OR PUMPHEADER CONNECTIONS

FIRE DEPARTMENT CONNECTIONWITH 2 1/2" OUTLETS

AUTOMATIC AIR VENT

OUTSIDE SCREW & YOKE VALVE (S)

BACK FLOW PREVENTER

CHECK VALVE

PRESSURE GAUGE

DRAIN VALVE

BALL DRIP VALVE

SIGHT GLASS

FLOW DETECTOR/SWITCH

PIPE CONTINUATION

SYMBOL LEGEND

SOL SOLENOID VALVE

PRESSURE SWITCHW = WATERA = AIR

PRESSURE RELIEF VALVE

PRIMING SUPPLY RESTRICTION

AUTOMATIC DRAIN VALVE

DRIP CUP

PRESSURE RELIEF VALVE

SPRINKLER

JPC

FPC

JOCKEY PUMP CONTROLLER

FIRE PUMP CONTROLLER

PUMPJ = JOCKEY PUMPF = FIRE PUMP

FAIL SAFE VALVE

3 WAY VALVE

RISER CHECK

WYE STRAINER

P MANUAL RELEASING VALVE

TO RISER DRAINS

MAIN DRAIN

SPLASH BLOCKF

TO SIM BAY AND COMPUTER ROOM

FINISHED FLOOR

EXTERIORWALL

TO 1ST FLOORWET SYSTEM

(S) (S) (S)

J

(S) (S)

TO 2ND FLOORWET SYSTEM

(S)

A1FP-001

A1FP-001

A3FP-001

C3FP-001

NITROGENGENERATOR

TO WET SYSTEM

TO HEADER

TO MAINDRAIN

TO PREACTIONSYSTEM

(S)

NOTE:

DETAIL SHOWS ONE ARRANGEMENT OF THE TRIM PIPING, OTHERARRANGEMENTS ACCEPTABLE PER MANUFACTURER'S INSTRUCTIONS

DRY PILOTACTUATOR

TO MAIN DRAINTO VALVE HEADER

P

SOL

TO N2 SUPPLY

PIPE TODRIP CUP

PIPE TODRIP CUP

W

A

VENT TUBINGTO DRIP CUP

MINIMUM 18"

(S)

J

F

JPC

FROM SUPPLY

TO SYSTEM(S)

(S)

(S)

(S)

(S)(S)

FPC

TO SPRINKLERSYSTEM

TEST

ELEVATORHOISTWAY

(S)

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NUMBER:

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FILE:DATE:

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NBA

SE X

, CO N

US

4/16/2013 3:50:45 PM

C. C

AHIL

L

D. P

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M. R

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4/17

/201

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HT S

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ATOR

A6 FIRE SERVICE RISER DIAGRAMA1 WET RISER DIAGRAM A3

DOUBLE INTERLOCK PREACTION SYSTEMWITH ELECTRIC/PNEUMATIC ACTUATIONTRIM

C3 FIRE PUMP DIAGRAMC1

ELECTRIC ELEVATOR FIRE SERVICEDIAGRAM

NO

SC

ALE

NOT TO SCALE NOT TO SCALE

NOT TO SCALE NOT TO SCALE NOT TO SCALE

UP

HC-2 PA

HC-2

HC-1 WET

SYSTEM TYPEDENSITYGPM FT PERSPRINKLER

HOSEDEMANDGPM

WET

DOUBLE INTERLOCKPREACTION

0.10

0.20

0.20

1,500

2,500

3,500

225

130

130

250

250

250

FIRE PROTECTION SPRINKLER SYSTEM DESIGN CRITERIA SCHEDULE

HATCHDESIGNATION

HAZARDCATEGORIES

REMOTEAREA, SF

AREA MAXSQ FT PERSPRINKLER

CEILINGHEIGHT(FEET)

0 - 30

0 - 60

0 - 60

DURATIONMIN

60

60

60

B

C

E

F

2 3 4 5 6 7 8 9

A

D

10 11 121

COMM122

MECHANICAL117

SIMULATORBAY-1123-1

COMPUTER125

BOT126

BOT124

SIM MX/PARTS116

STAIR 1102

ELEV101

VEST.-1100-1

SCHED.104

SITE MANAGER105

COR OFFICE106

COPY/FAX107

BREAK108

TOILET112

TOILET111

CORR109PART TASK

TRAINER114

CORR-2103-2

STAIR 2115

ELEC119

UPS118

FIRE PUMP ROOM121

CORR-1103-1

OPEN TO ABOVE

OPEN TO ABOVE OPEN TO ABOVE

OPEN TOABOVE

1

Space123

GENERAL NOTES1. REFER TO DRAWING FP-001 FOR LEGEND, DETAILS

AND ABBREVIATIONS.

KEYED NOTES

FIRE DEPARTMENT CONNECTION LOCATION TO BEDETERMINED BY LOCAL AHJ AFTER SITE SELECTION ISDETERMINED.

1

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1 FIRE PROTECTION - FIRST FLOOR

N

1/8"

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'

B

C

E

F

2 3 4 5 6 7 8 9

A

D

10 11 12

11.8

1 2.6

STAIR 1202LOBBY

200

BRIEF203

BRIEF204

LARGE BRIEF216

LARGE BRIEF215

COMM221

BRIEF219

BRIEF218

BRIEF217

ELEV201

BRIEF205

WOMEN'S TOILET206

MEN'S TOILET207

JAN208

LEARNINGCENTER

209

STAIR 2214

CORR210

ELEC211

INSTRUCTORS212

CORR220

C1FP-001

HC-3 PA

HC-2

HC-1 WET

SYSTEM TYPEDENSITYGPM FT PERSPRINKLER

HOSEDEMANDGPM

WET

DOUBLE INTERLOCKPREACTION

0.10

0.20

0.50

1,500

2,500

4,000

225

130

100

250

250

500

FIRE PROTECTION SPRINKLER SYSTEM DESIGN CRITERIA SCHEDULE

HATCHDESIGNATION

HAZARDCATEGORIES

REMOTEAREA, SF

AREA MAXSQ FT PERSPRINKLER

CEILINGHEIGHT(FEET)

0 - 30

0 - 60

45 - 60

DURATIONMIN

60

60

90

GENERAL NOTES1. REFER TO DRAWING FP-001 FOR LEGEND, DETAILS

AND ABBREVIATIONS.

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1 FIRE PROTECTION - SECOND FLOOR0 4' 8' 16'

SCALE:1/8"=1'

N

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= 1

'

SYMBOLS - LIGHTING PLAN

SYMBOL MODIFIERS

CEP OR EXPFGFIIGPWWPIU

SYMBOLS - POWER PLAN

C

E

SYMBOLS - ONE-LINE DIAGRAM

CONNECTION

SEPARABLE CONNECTOR OR CONNECTIONFOR DRAWOUT ASSEMBLIES

MANHOLE

FUSED DISCONNECT SWITCH

TRANSFORMER

GROUND

DELTA - WYE TRANSFORMER CONNECTION

DIGITAL METER

SURGE PROTECTION DEVICE

VARIABLE FREQUENCY DRIVE

SHUNT TRIP

KILOWATT HOUR METER

VOLTMETER SELECTOR SWITCH

AMMETER SELECTOR SWITCH

VOLTMETER

AMMETER

CIRCUIT BREAKER

SWITCH

DISCONNECT SWITCH

SPECIAL RECEPTACLE1 NEMA L5-20R OUTLET SURFACE

MOUNTED ON CABLE TRAY ABOVE RACK

2 NEMA L5-20R OUTLET IN ACCESSFLOOR BOX BLEOW RACK

PANELBOARD (PANELBOARD NAMED 'P11')

NAMING CONVENTION:

P11EQUIPMENT NUMBERBUILDING LEVELEQUIPMENT TYPE:

H 480Y/277V GENERALP 208Y/120V GENERALT TRANSFORMER

MDP MAIN DISTRIBUTION PANEL

LIGHTNING ARRESTOR

DM

Y

P11

KWH

V

START/STOP, MOMENTARY CONTACTPUSHBUTTON SWITCH

D30/F30

TYPE (D=DISCONNECT, S=STARTER,MS=MOTOR RATED SW)

AMPACITY

FUSE SIZE (IF INDICATED)

J

J

RECEPTACLES (NEMA 5-20R UON)

RECESSED SIMPLEX

RECESSED DUPLEX TV=COORDINATE WITH TV LOCATION

RECESSED QUAD

DUPLEX, CEILING MTD

SPECIAL (REFER TO DRAWINGS FOR NEMA CONFIGURATION)

FLOORBOX: QUAD RECEPT. / COMM(REFER TO COMM DETAILS FOR

FACEPLATE TYPE)

JUNCTION BOXES

RECESSED JBOX, WALL MTD

SURFACE JBOX, WALL MTD

JBOX RECESSED IN FLOORD: INDICATES DOGHOUSE

JBOX MTD ABOVE CEILING(UNLESS OTHERWISE INDICATED)

MECHANICAL EQUIPMENT CONNECTION

J

J

M

DISCONNECT SWITCHES (NEMA 1, 30A/3P, 480V UON)

FUSED DISCONNECT SWITCH

COMBO MOTOR STARTER/DISCONNECT

MOTOR-RATED SWITCH (120V ONLY)MPOWER DEVICES GENERAL INFORMATION

LP-x

[EF-x]J

PANELBOARD - CIRCUIT

EQUIPMENT IDENTIFICATION(JBOXES ONLY)

ANY RECEPTACLE OR JBOX LISTED ABOVE(OR)

CONDUIT

WIRE IN CONDUIT, RUN CONCEALED ABOVECEILING OR IN WALL (WHEN INDICATED)

WIRE IN CONDUIT, ROUTE EXPOSED(WHEN INDICATED)

WIRE IN CONDUIT ROUTE BELOW GRADE ORFLOOR SLAB

EXISTING WIRE IN CONDUIT TO BE DEMOLISHEDAND REPLACED WITH NEW

ELECTRICAL DUCTBANK

COMMUNICATIONS DUCTBANK

RECESSED IN CEILINGEXPLOSION PROOFRECESSED IN FLOORGROUND FAULT CIRCUIT INTERRUPTERISOLATED GROUNDPILOT LIGHT (INDICATING SWITCH IS ON)WALL MOUNTED, 48" AFFWEATHERPROOF IN USE

LINEAR FLUORESCENT FIXTURE

EXTERIOR WALL-MOUNTED FIXTURE

DOWNLIGHT OR PENDANT FIXTURE

EXTERIOR POLE-MTD FIXTURE

EXIT SIGNS, CEILING: ARROW INDICATESEGRESS

EXIT SIGNS, WALL: ARROW INDICATES EGRESS

FIXTURE TYPE

a

F1E

'E' DENOTES EMERGENCY BALLAST

LOWER CASE LETTER DENOTES SWITCH'LEG'. THE SWITCH WITH SAME LETTEROPERATES THIS FIXTURE

LP-1

PANELBOARD - CIRCUIT NUMBER

S3 a

SWITCH 'LEG'DESIGNATION

DEMARCATIOND: DIMMERDL: DAY LIGHT CONTROL SWITCHK: KEYED TM: TIMEROC: OCCUPANCY SENSOR3: 3-WAY4: 4-WAY

NOTE: NO DEMARCATION OR SWITCH 'LEG'INDICATES THAT THE SWITCH CONTROLS ALLOF THE FIXTURES WITHIN THE SAME ROOM

LIGHTING FIXTURES (REFER TO DRAWINGS FOR SIZES)

FIXTURE GENERAL INFORMATION

LIGHTING CONTROL DEVICES GENERAL INFORMATION

TOGGLE SWITCH

MH

SPD

VFD

ST

VS

AS

A

LIGHTING FIXTURE SHAPES VARY ON DRAWINGSREFER TO FIXTURE SCHEDULE FOR FIXTURE TYPE DIMENSIONS

SURFACE SIMPLEX

SURFACE DUPLEX

SURFACE QUAD

CLASSROOM101

CTRL: LC_

ROOM / SPACE TAG

LIGHTING CONTROL TYPE DESIGNATIONSLC0: LOCAL ON/OFF SWITCH CONTROL ONLY.LC1: LOCAL OCCUPANCY SENSOR CONTROL WITH

ON/OFF SWITCH OVERRIDE.LC2: LOCAL OCCUPANCY SENSOR CONTROL WITH

FULL- RANGE DIMMING.LC3: OCCUPANCY SENSOR WITH SENSOR

CONNECTED TO RELAY PANEL.LC4: DAYLIGHT SENSOR CONTROL WITH MULTI-LEVEL

SWITCHING AND ON/OFF.AUTO SWITCHCONTROL.

LC5: ALWAYS ON, CONTROLLED BY CIRCUIT BREAKERONLY.

GROUNDING DEVICES GENERAL INFORMATION

GROUND ROD

EXOTHERMIC WELD

GROUNDING CONDUCTOR

GROUND BUSBAR

GROUND TEST WELL

S

1

MATRIX OF RESPONSIBILITIES

GFG

I

CFC

I

ELEC

TRIC

UTI

LITY

(SU

B TO

GC

OR

ES)

POWER

SERVICE TRANSFORMER ANDCONCRETE PAD X

MANHOLES AND HANDHOLES X

PRIMARY CABLES AND TERMINATIONS X

PRIMARY AND SECONDARYDUCTBANKS X

SECONDARY CABLES ANDTERMINATIONS X

UPS'S AND INCOMING ANDOUTGOING FEEDERS AS INDICATED INONE-LINE X

NOTES

1. NOT ALL SYSTEM COMPONENTS ARE LISTED ABOVE.CONTRACTOR SHALL FURNISH AND INSTALL ALL OTHERCOMPONENTS AS INDICATED ON DRAWINGS AND INSPECIFICATIONS. ONLY SYSTEM COMPONENTS WHICHCOMMONLY REQUIRE CLARIFICATION ARE LISTED ABOVE.

ABBREVIATIONS

CFCI CONTRACTOR-FURNISHED, CONTRACTOR-INSTALLED

ES ELECTRICAL SUBCONTRACTOR

GC GENERAL CONTRACTOR

GFGI GOVERNMENT-FURNISHED, GOVERNMENT-INSTALLED

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12"

= 1

'-0"

4/16/2013 10:45:53 AM

C. S

ANBO

RN

R. T

HO

MPS

ON

T.TO

D

4/17

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3

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E-00

1

E-001

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AL S

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NO

TE 1

NOTE 2

SINK ORBASIN

CEILING

FINISHEDFLOOR

DEVICE MOUNTING NOTES:

1.

2.

3.

4.

5.

6.

7.

COORDINATE ABOVE COUNTER DEVICES AND RECEPTACLES WITH CASEWORK OR COUNTERSSUCH THAT THE DEVICES AND RECEPTACLES ARE LOCATED AT +42" AFF OR 6" ABOVE THECOUNTERTOP OR BACKSPLASH, WHICHEVER IS HIGHER.

ALL RECEPTACLES INSTALLED WITHIN 6'-0" OF ANY SINK OF BASIN SHALL HAVE GFIPROTECTION. DO NOT INSTALL RECEPTACLES WITHIN 12" OF THE EDGE OF A SINK OR BASIN.

COORDINATE WITH THE COMMUNICATIONS DRAWINGS TO ENSURE THAT A DUPLEXRECEPTACLE IS INSTALLED WITHIN 18" HORIZONTAL TO ALL VOICE/DATA DEVICE LOCATIONS.

SWITCHES AND OTHER FLUSH WALL-MOUNTED DEVICES SHALL BE MOUNTED WITHIN 16" OFDOORFRAME. COORDINATE WITH ARCHITECTURAL DRAWINGS FOR DOORS WITH ADJACENTSIDELIGHTS. WHERE DEVICES ARE SHOWN ADJACENT TO THE DOOR ON THE HINGE-SIDE OFTHE DOOR, AND THE DOOR SWINGS IN A MANNER THAT WOULD BLOCK THE DEVICE, MOUNTTHE DEVICE 12" BEYOND THE DOOR SWING. COORDINATE ROUGH-IN LOCATIONS WITH DIV. 27AND 28 DEVICES AS WELL. COORDINATE MOUNTING LOCATION WITH OTHER TRADES TOENSURE A UNIFORM MOUNTING AND AESTHETICALLY-PLEASING APPEARANCE.

MOUNTING HEIGHT INDICATED IN LEGEND AND ON THE DRAWINGS SHALL BE THE DISTANCEMEASURED FROM THE CENTER OF THE DEVICE TO THE FINISHED FLOOR.

COORDINATE CATV AND POWER OUTLET LOCATIONS WITH TV LOCATIONS.

PROVIDE 2" CONDUIT BETWEEN TV AND WALL INPUT LOCATION FOR VIDEO CABLE.

NOTE 3

"18

"

"48

16

S F

"

" 6

12

TYPICAL DEVICE MOUNTING DETAIL

"80

NOTE 5

GENERAL NOTES

ALL CONDUCTORS SHALL BE RUN IN CONDUIT, AND ALLCONDUIT SHALL BE CONCEALED UNLESS OTHERWISENOTED ON THE DRAWINGS.

ALL EXISTING AND NEW SWITCHBOARDS ANDPANELBOARDS SHALL BE FIELD MARKED TO WARNQUALIFIED PERSONS OF POTENTIAL ELECTRIC ARCFLASH HAZARD IN ACCORDANCE WITH NFPA 70 AND 70E.

ELECTRICAL SUBCONTRACTOR SHALL COORDINATEWITH MECHANICAL CONTRACTOR REGARDINGELECTRICAL REQUIREMENTS OF ACTUAL EQUIPMENTPROVIDED.

MOUNTING HEIGHT FOR LIGHT FIXTURES SHALL BE FROMTHE BOTTOM OF FIXTURES TO THE FINISHED FLOOR.

ALL SYSTEMS THAT REQUIRE COORDINATION BETWEENTRADES SHALL BE TO THE SATISFACTION OF THECONTRACTING OFFICER. ANY DEFICIENCIES,INCONSISTENCIES, OR POORLY COORDINATEDINSTALLATIONS SHALL BE CORRECTED BY THECONTRACTOR AT NO EXTRA COST TO THE GOVERNMENT.

ALL ELECTRICAL WORK SHALL COMPLY WITH NEC (NFPA70), NFPA 72, NFPA 101, AND APPLICABLE MILITARYCODES OR TECHNICAL LETTERS, IN ADDITION TO LOCALCODES AND ORDINANCES. ALL GROUNDING SHALLCOMPLY WITH NFPA 70, ART. 250 AND AFI 32-1065.

PROVIDE A GREEN CONTINUOUS INSULATED EQUIPMENTGROUNDING CONDUCTOR TO ALL ELECTRICAL,TELECOMMUNICATIONS AND SECURITY EQUIPMENTSIZED PER NEC 250.122

ABBREVIATIONS

A AMPERESAC ALTERNATING CURRENTACS ACCESS CONTROL SYSTEMAFF ABOVE FINISHED FLOORAIC AMPERES INTERRUPTING CAPACITYAV AUDIO/VIDEOAWG AMERICAN WIRE GAUGEBAS BUILDING AUTOMATION SYSTEMBCP BEACON CONTROL PANELC CONDUITCAT CATEGORYCATV CABLE TELEVISIONCBP COPPER BACKBONE PATCH PANELCCN CLASSIFIED NETWORK (FIBER) FOR OTHERSCCTV CLOSED CIRCUIT TELEVISIONCL CENTERLINECOMM COMMUNICATIONSCPP COPPER HORIZONTAL PATCH PANELCT CABLE TRAYCU COPPERDC DIRECT CURRENTEC EMPTY CONDUITEGC EQUIPMENT GROUNDING CONDUCTOREIA ELECTRONICS INDUSTRIES ASSOCIATIONSEMT ELECTRICAL METALLIC TUBINGEPO EMERGENCY POWER OFFEX OR EXP EXPLOSION PROOFFAAP FIRE ALARM ANNUNCIATOR PANELFACP FIRE ALARM CONTROL PANELFBO FURNISHED BY OTHERSFO FIBER OPTICFPD FLAT PANEL DISPLAYFPP FIBER OPTIC PATCH PANELFT FEET OR FOOTGB GROUND BUSGFGI GOVERNMENT FURNISHED AND INSTALLEDGFI GROUND FAULT INTERRUPTERG OR GND GROUNDGFE GOVERNMENT FURNISHED EQUIPMENTGFR GROUND FAULT RELAYGFP GROUND FAULT PROTECTIONGRS GALVANIZED RIGID STEEL CONDUITHID HIGH INTENSITY DISCHARGEHZ HERTZIDS INTRUSION DETECTION SYSTEMIG ISOLATED GROUNDK KILOKCMIL THOUSAND CIRCULAR MILSKV KILOVOLT AMPERESKWH KILOWATT HOURSLC LIGHTING CONTACTOR

MAX MAXIMUMMCB MAIN CIRCUIT BREAKERMDP MAIN DISTRIBUTION PANELMGB MAIN GROUND BUSMH MANHOLEMLO MAIN LUGS ONLYMM MULTIMODEMN/PA MASS NOTIFICATION/PUBLIC ADDRESSMTD MOUNTEDN NEUTRAL CONDUCTORNC NORMALLY CLOSEDNEC NATIONAL ELECTRICAL CODENEMA NATIONAL ELECTRICAL MANUFACTURER'S

ASSOCIATIONNIC NOT IN CONTRACTNIPR NON-CLASSIFIED INTERNET PROTOCOL ROUTINGNO NORMALLY OPENNTS NOT TO SCALEOC ON CENTERPDU POWER DISTRIBUTION UNITPIV POST INDICATOR VALVEPR PAIRPVC POLYVINYL CHLORIDERGS RIGID GALVANIZED STEEL CONDUITRMC RIGID METAL CONDUITSCCR SHORT CIRCUIT CURRENT RATINGSCI SENSITIVE COMPARTMENTALIZED INFORMATIONScTP SHIELDED TWISTED PAIRSIPR SECRET INTERNET PROTOCOL ROUTINGSM SINGLE MODESPD SURGE PROTECTION DEVICESPECS CONTRACT SPECIFICATIONSSPST SINGLE POLE SINGLE THROWSRG STATIC REFERENCE GRIDTB TELEPHONE BACKBOARDTGB TELECOMMUNICATIONS GROUND BUSTMGB TELECOMMUNICATIONS MAIN GROUND BUSTR TELECOMMUNICATIONS ROOMTVSS TRANSIENT VOLTAGE SURGE SUPPRESSIONTYP TYPICALUL UNDERWRITERS' LABORATORIESUON UNLESS OTHERWISE NOTEDUTP UNSHIELDED TWISTED PAIRV VOLTSVA VOLT AMPERESVFD VARIABLE FREQUENCY DRIVEW WIRE OR WATTWP WEATHERPROOFXFMR TRANSFORMERZ IMPEDANCE

TYPICAL DEVICE MOUNTING HEIGHTS:REFVMCOAC

REFRIGERATOR, +48" AFFVENDING MACHINE, +24" AFFCOPIER, +18" AFFABOVE COUNTER, SEE "DEVICE MOUNTING NOTES", NOTE 1 ABOVE

J

FTYPICAL FIRE ALARMANNUNCIATION DEVICE

1.

2.

3.

4.

5.

6.

7.

"5'

-8

NOTE 6

NOTE 7

TV

AV

AV


THE FOLLOWING ARE DEFINITIVE DESIGN NOTES WHICHINCLUDE DESIGN ASSUMPTIONS AND CONSIDERATIONSWHICH ARE AFFECTED BY THE SELECTED SITE LOCATIONFOR THE FACILITY.

SITE POWER AND COMMUNICATIONS REQUIREMENTS WILLBE BASED ON SELECTED SITE LOCATION AND ARE NOTINCLUDED IN THE DEFINITIVE DESIGN. BASE STANDARDSAND COORDINATION WILL BE INCORPORATED INTO THESITE DESIGN FOR THE FACILITY.

SEISMIC REQUIREMENTS ARE NOT INCLUDED IN THEDEFINITIVE DESIGN. SEISMIC REQUIREMENTS WILL VARYBASED UPON SITE LOCATION. INCLUDE EQUIPMENTBRACING AND SEISMIC CONSTRUCTION WHERE REQUIRED.

ENVIRONMENTAL REQUIREMENTS WILL VARY BASED UPONSITE LOCATION. HVAC SYSTEM DESIGN WILL VARY BASEDUPON SITE LOCATION ALONG WITH POWER REQUIREMENTSFOR THE EQUIPMENT. POWER DISTRIBUTION EQUIPMENTAND CONDUCTORS SHOULD BE SIZED BASED UPON THEFINAL HVAC SYSTEM DESIGN. CONDUCTORS WILL BEDERATED BASED ON OUTDOOR AMBIENT TEMPERATUREFOR OUTDOOR AND UNCONDITIONED SPACES.

LIGHTNING PROTECTION SYSTEM IS NOT INCLUDED IN THEDEFINITIVE DESIGN. THE NEED FOR A LIGHTNINGPROTECTION SYSTEM, BASED ON SITE LOCATION, NFPA 780RECOMMENDATION AND BASE STANDARDS SHALL BECONSIDERED AND A LIGHTNING PROTECTION SYSTEMDESIGN SHALL BE ADDED IF REQUIRED. SURGEPROTECTION DEVICES ARE INCLUDED IN THE DEFINITIVEDESIGN.

THE DEFINITIVE DESIGN INCLUDES MATRIX OFRESPONSIBILITIES WHICH INDICATES CONTRACTOR ANDGOVERNMENT RESPONSIBILITIES WITH RESPECT TO EACHSYSTEM. THESE RESPONSIBILITIES WILL VARY BASED UPONSITE LOCATION AND BASE STANDARDS. COORDINATE WITHTHE BASE FOR ALL RESPONSIBILITIES TO ENSURE THEPROJECT IS ESTIMATED AND BID CORRECTLY.

SPECIFICATIONS INCLUDED WITH THE DEFINITIVE DESIGNARE PARTIALLY EDITED BASED ON DEFINITIVE DESIGNASSUMPTIONS. SPECIFICATIONS MUST BE ADDED ANDEDITED AS REQUIRED TO INCORPORATE FINAL DESIGNBASED UPON SITE LOCATION.

1.

2.

3.

4.

5.

6.

7.

ASSUMPTIONS HAVE BEEN MADE FOR THE SIMULATOR LOADSBASED ON SIMILAR PROJECTS. SIMULATOR LOADS WILLCHANGE BASED ON VENDOR SELECTION AND DESIGN.ADJUST DISTRIBUTION SYSTEM SIZING TO ACCOMMODATEACTUAL SIMULATOR LOADS. SIZE AND QUANTITY OF UPS'SMAY CHANGE ALONG WITH REQUIRED FLOOR SPACE.

8.

TV

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12"

= 1

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4/16/2013 10:45:54 AM

C. S

ANBO

RN

R. T

HO

MPS

ON

T.TO

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FIRE PUMP ROOM121

MECHANICAL117

SIM MX/PARTS116

STAIR 2115

SIMULATOR BAY123

COMPUTER125

BOT126

TOILET111

TOILET112

BREAK108

COPY/FAX107

SITE MANAGER105

SCHED.104 ELEV

101

STAIR 1102

CORR103

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WST-2

BOT-2

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VERTICALSTORAGEPOWER

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GFI44"

GFI44"

GFI44"

GFI44"GFI44"

TVTV TV TV

18" ABOVEPIT FLOOR

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VEST.100

WST CRANE DISCONNECT

BOT CRANE DISCONNECT

BOT CRANE DISCONNECT

GARBDISP

DISHWASHER

S

44"

44"

44"

1 1 1

CH-1

AHU-2

HWP-3

CRU-1

CU-2

CU-1

CHWP-2CHWP-1

CRU-3

CRU-4

HWB-1

AHU-1

UH-3 UH-2

RF-1

UH-1

CUH-3 CUH-4

HWP-1

CU-3

HUM-1

NOTES:

1. SEE SHEET E-001 AND E-002 FOR SYMBOLLEGEND, ABBREVIATIONS, PROJECT GENERALNOTES AND MATRIX OF RESPONSIBILITIES.

2. SEE E-600 SERIES SHEETS FOR PANELBOARDSCHEDULES.

3. SEE SHEET E-701 FOR ELECTRICAL ONE-LINEDIAGRAM.

4. PROVIDE FLOOR AND WALL PENETRATIONSACCORDING TO PENETRATION DETAILS ONARCHITECTURAL DETAIL SHEETS.

5. PROVIDE CONDUIT AND WIRING ACCORDING TOCIRCUIT NUMBER INDICATED ON PLAN ANDASSOCIATED PANELBOARD SCHEDULE OR ONE-LINE DIAGRAM.

6. COORDINATE ALL WIRING DEVICE AND POWERFEED LOCATIONS INDICATED ON PLANS WITHTHE CONTRACTING OFFICER AND FINALFURNITURE/EQUIPMENT LAYOUTS. COORDINATEALL RECEPTACLE LOCATIONS WITH THECOMMUNICATION DRAWINGS TO ENSUREADJACENT INSTALLATION.

7. SEE EY100 SERIES SHEETS FOR SECURITYPLANS WHICH SHOW THE OPEN STORAGE AREABOUNDARY (OSAB). MAINTAIN A MINIMUM 6-INCHSEPARATION BETWEEN DATA CABLING ANDPOWER CIRCUITS IN THE OSAB.

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3

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1

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1 FIRST FLOOR POWER PLAN0 4' 8' 16'

SCALE:1/8"=1'

N

J

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2 3 4 5 106 7 8 9 11 12

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NOTES:


2. SEE E-600 SERIES SHEETS FOR PANELBOARDSCHEDULES.

3. SEE SHEET E-701 FOR ELECTRICAL ONE-LINEDIAGRAM.


5. PROVIDE CONDUIT AND WIRING ACCORDING TOCIRCUIT NUMBER INDICATED ON PLAN ANDASSOCIATED PANELBOARD SCHEDULE OR ONE-LINE DIAGRAM.

6. COORDINATE ALL WIRING DEVICE AND POWERFEED LOCATIONS INDICATED ON PLANS WITHTHE CONTRACTING OFFICER AND FINALFURNITURE/EQUIPMENT LAYOUTS. COORDINATEALL RECEPTACLE LOCATIONS WITH THECOMMUNICATION DRAWINGS TO ENSUREADJACENT INSTALLATION.

7. SEE EY100 SERIES SHEETS FOR SECURITYPLANS WHICH SHOW THE OPEN STORAGE AREABOUNDARY (OSAB). MAINTAIN A MINIMUM 6-INCHSEPARATION BETWEEN DATA CABLING ANDPOWER CIRCUITS IN THE OSAB.

BUR

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NUMBER:

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SHEET OF

6 7 8 9

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DES

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FILE:DATE:

U.S

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4/16/2013 10:46:05 AM

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4/17

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1 SECOND FLOOR POWER PLAN0 4' 8' 16'

SCALE:1/8"=1'

N

REF

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2 3 4 5 106 7 8 9 11 12

F

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COMPUTER125

CTRL:LC0

TOILET111

CTRL:LC0

CORR103

CTRL:LC3

SCHED.104

CTRL:LC2

SITE MANAGER105

CTRL:LC2COR OFFICE

106CTRL:LC2

COPY/FAX107

CTRL:LC2

BREAK108

CTRL:LC1

TOILET112

CTRL:LC0

CORR109

CTRL:LC3

PART TASKTRAINER

114CTRL:LC2

STAIR 2115

CTRL:LC5

??

CTRL:?

COMM122

CTRL:LC0

MECHANICAL117

CTRL:LC0

SIM MX/PARTS116

CTRL:LC0

BOT126

CTRL:LC1

STAIR 1102

CTRL:LC5

F1EF1F1F1F1E

F1F1F1F1F1

F1F1F1F1F1

F1

F1

F1

F1

F1

F1

F1

F1F1 F1E F1

F6

F6E

F6F6

F3E

L1

L1

L1 L1EL1

L1

L1

F2EF2EF2EF2E

SIMULATOR BAY123

CTRL:LC4

F7 F7 F7 F7

F7 F7 F7 F7

F7 F7E F7 F7

L1

F2E

F7

F7

F7

F7

F6

F6

FIRE PUMP ROOM121

CTRL:LC0

BOT124

CTRL:LC1

UPS118

CTRL:LC0ELEC119

CTRL:LC0

F6E

F6F6

F6

9.8 11.811.1

L1

X1

X1X1

X1

X1 X1

X1 X1

X1

F8

SS

S

S

S S S S

SS

SS

S S S

S

S

S

D

VEST.100

CTRL:LC3

S

L1 L1

F6E

F6

F6 F6E

F6

F6 F6E

F6

F6

F6

F6

L1

F3E

F6 F4E F4E F4EF4E

F4E

F4E

F4E23' - 0" AFF

F4E23' - 0" AFF

F4E23' - 0" AFF

F4E23' - 0" AFF

F4E23' - 0" AFF

F4E

F4E

F4E23' - 0" AFF

S

S SDL

3 3 S

3

3

4

S3

3

L1

L1

F7E F7 F7E F7

F7EF7F7EF7

3

3

S4

SDL

SDL

LCP1

DCP1

X1

F2E

F2E

F3E

F4E55' - 0" AFF

F4E34' - 0" AFF

F4E55' - 0" AFF

E-503A8

E-503A8

L1

L1E

F7 F7E

F7E F7

X1

X1

X1

X1

X1

F2E

NOTES:


2. SEE E-100 SERIES SHEETS FOR PANELBOARDDESIGNATIONS AND LOCATIONS.

3. SEE SHEET E-611 FOR LIGHTING FIXTURESCHEDULE.


5. ALL EXIT SIGNS SHALL BE WIRED UNSWITCHEDTO DESIGNATED LIGHTING CIRCUIT.

6. SEE LEGEND ON SHEET E-001 FOR DESCRIPTIONOF EMERGENCY BATTERY BALLASTDESIGNATIONS. EMERGENCY FIXTURES WHICHARE NORMALLY SWITCHED SHALL BE PROVIDEDWITH AN EMERGENCY BATTERY BALLAST WHICHALLOWS THE FIXTURE TO BE SWITCHED (ASECOND PHASE CONDUCTOR SHALL BEPROVIDED TO THE FIXTURE). EMERGENCYFIXTURES WHICH ARE NORMALLY OFF SHALL BEPROVIDED WITH A REGULAR EMERGENCYBATTERY BALLAST.

7. SEE EY100 SERIES SHEETS FOR SECURITYPLANS WHICH SHOW THE OPEN STORAGEAREA BOUNDARY (OSAB). MAINTAIN A MINIMUM6-INCH SEPARATION BETWEENCOMMUNICATIONS CABLING AND POWERCIRCUITS INSIDE THE OSAB.

8. SEE LEGEND FOR LIGHTING CONTROL TYPESINCLUDED WITH EACH ROOM NAME/NUMBER TAGON THIS PLAN. LAYOUT OCCUPANCY SENSORSACCORDING TO MANUFACTURERRECOMMENDATIONS. LOCATE THE SENSORSAND PROVIDE MASKING TO PREVENT DETECTIONOF MOTION OUTSIDE THE ROOM. OCCUPANCYSENSORS SHALL BE CEILING-MOUNTED WHEREPOSSIBLE TO AVOID CONFLICT WITH FURNITUREIN THE ROOM.

BUR

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& M

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DR

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BY:

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CH

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SHEETREFERENCE

NUMBER:

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SHEET OF

6 7 8 9

DAT

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DES

CR

IPTI

ON

SYM

BOL

REV

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NS

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F

FILE:DATE:

U.S

. AR

MY

ENG

INEE

R D

ISTR

ICT

CO

RPS

OF

ENG

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BILE

, ALA

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GIN

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As in

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4/16/2013 10:46:10 AM

C. S

ANBO

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HO

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ON

T.TO

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4/17

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3

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1 FIRST FLOOR LIGHTING PLAN0 4' 8' 16'

SCALE:1/8"=1'

N

2 3 4 5 106 7 8 9 11 12

F

E

D

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B

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JAN208

CTRL:LC0

CORR210

CTRL:LC3

LOBBY200

CTRL:LC3

BRIEF203

CTRL:LC2

BRIEF204

CTRL:LC2

BRIEF205

CTRL:LC2

WOMEN'S TOILET206

CTRL:LC0

MEN'S TOILET207

CTRL:LC0

ST02214

CTRL:LC5

ELEC211

LARGE BRIEF215

CTRL:LC2

LARGE BRIEF216

CTRL:LC2

BRIEF218

CTRL:LC2

BRIEF219

CTRL:LC2

BRIEF217

CTRL:LC2

STAIR 1202

CTRL:LC5

F3E

F1

F1

F1E

F1

F1

F1

F1 F1 F1

F1 F1E F1

F1 F1 F1

F1 F1 F1E

F2E F2E F2E F2E

F1E

F1 F1

F1E F1 F1

F2E

F1 F1

F1

F1 F1

F1

F7

9.8 11.811.1

F2E F2E F3EX1

X1

X1

X1

X1

F1

F1F1

F1F1

F1 F7E F7E

SSSSSSSS

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CTRL:LC0

S

SS

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D

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X13 3

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F7 F7E

F7 F7E

F7 F7E

F7

LEARNINGCENTER

209CTRL:LC1

INSTRUCTORS212

CTRL:LC1

CORR220

CTRL:LC4

F8

F2E

F6

F6

F6F6

F6

F7EF7E

F7E

F6 F6F6

F6

F6

F6

F6F7E

NOTES:


2. SEE E-100 SERIES SHEETS FOR PANELBOARDDESIGNATIONS AND LOCATIONS.

3. SEE SHEET E-611 FOR LIGHTING FIXTURESCHEDULE.


5. ALL EXIT SIGNS SHALL BE WIRED UNSWITCHEDTO DESIGNATED LIGHTING CIRCUIT.

6. SEE LEGEND ON SHEET E-001 FOR DESCRIPTIONOF EMERGENCY BATTERY BALLASTDESIGNATIONS. EMERGENCY FIXTURES WHICHARE NORMALLY SWITCHED SHALL BE PROVIDEDWITH AN EMERGENCY BATTERY BALLAST WHICHALLOWS THE FIXTURE TO BE SWITCHED (ASECOND PHASE CONDUCTOR SHALL BEPROVIDED TO THE FIXTURE). EMERGENCYFIXTURES WHICH ARE NORMALLY OFF SHALL BEPROVIDED WITH A REGULAR EMERGENCYBATTERY BALLAST.

7. SEE EY100 SERIES SHEETS FOR SECURITYPLANS WHICH SHOW THE OPEN STORAGEAREA BOUNDARY (OSAB). MAINTAIN A MINIMUM6-INCH SEPARATION BETWEENCOMMUNICATIONS CABLING AND POWERCIRCUITS INSIDE THE OSAB.

8. SEE LEGEND FOR LIGHTING CONTROL TYPESINCLUDED WITH EACH ROOM NAME/NUMBER TAGON THIS PLAN. LAYOUT OCCUPANCY SENSORSACCORDING TO MANUFACTURERRECOMMENDATIONS. LOCATE THE SENSORSAND PROVIDE MASKING TO PREVENT DETECTIONOF MOTION OUTSIDE THE ROOM. OCCUPANCYSENSORS SHALL BE CEILING-MOUNTED WHEREPOSSIBLE TO AVOID CONFLICT WITH FURNITUREIN THE ROOM.

BUR

NS

& M

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NN

ELL

9400

WAR

D P

ARKW

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S C

ITY,

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641

14(8

16) 3

33-9

400


51

D

2 3

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4

A

B

DAT

EAP

PR.

DR

AWIN

G C

OD

E:

DR

AWN

BY:

DES

IGN

ED B

Y:D

ATE:

CH

ECKE

D B

Y:

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E:

SHEETREFERENCE

NUMBER:

CO

PYR

IGH

T ©

201

3 BU

RN

S AN

D M

CD

ON

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L EN

GIN

EER

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CO

MPA

NY,

INC

.

SHEET OF

6 7 8 9

DAT

E

DES

CR

IPTI

ON

SYM

BOL

REV

ISIO

NS

E

F

FILE:DATE:

U.S

. AR

MY

ENG

INEE

R D

ISTR

ICT

CO

RPS

OF

ENG

INEE

RS

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, ALA

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EER

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MOBILE DISTRICT


As in

dica

ted

4/16/2013 10:46:14 AM

C. S

ANBO

RN

R. T

HO

MPS

ON

T.TO

D

4/17

/201

3

EP12

E-11

2

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IGH

TIN

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LAN

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DEFI

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1 SECOND FLOOR LIGHTING PLAN0 4' 8' 16'

SCALE:1/8"=1'

N

GRS CONDUITADAPTER

R MIN24" M

IN

36"

4"

TRANSITION COUPLING

GRS OR IMC

DIRECT BURIED, PVC CONDUIT

TOP OFCONCRETE

NOTES:1. THE COUNTERPOISE GROUND RING OF THE

FACILITY SHALL HAVE A RESISTANCE OF 5OHMS OR LESS PER IEEE STANDARD #143,"GREEN BOOK". ADDITIONAL GROUNDRODS SHALL BE DRIVEN AS REQUIRED TOACHIEVE THE PROPER RESISTANCE.

1"10-3/8"

THROAT DIA

12"

2"

11-3

/8"

GROUND ROD

12"

3/4 " x 10'-0" GROUND ROD

COUNTERPOISE, #4/0BARE COPPER CABLE

LIGHTNING DOWNCONDUCTOR

GROUND ROD BOXPRECAST CONCRETEBODY

MOUNT TOP OFLOCKING GRADERING FLUSH WITHGRADE AND SEALWITH CONCRETE

CAST IRON LID,WITH HOLDDOWN SCREWS

CAST IRONRING SEAT

COUNTERPOISE#4/0 COPPER CABLE

EXOTHERMICCONNECTION (TYP)

BARE COPPER

TO BUILDING GROUND GRID

GROUND CABLE RISER

STEEL COLUMNEXOTHERMIC WELD

FLOORFINISHED

WEB OF

2'-0

"

STEEL GROUND ROD10'x3/4" DIA. COPPER CLAD

COPPER GROUNDCABLE

18"

30"

GROUND LEVEL

EXOTHERMIC WELD

GROUND ROD

GROUND ROD

EXOTHERMIC WELD

COPPER GROUND CABLE

BUTT WELD

TEE WELDWELD TO ROD

WELD RING TO ROD

EITHER BUTT WELDCONDUCTOR OR 'THRUWELD' CONNECTION

JUNCTION WELD

TIA-607-B COPPER GROUND BAR WITH WALLMOUNTING BRACKETS AND INSULATORS.DIMENSIONS: 1/4" THICK, 4" HIGH, 12" LENGTH.AS MOUNT 24" AFF (UON).

EXOTHERMIC WELD

HOLE PATTERN SHOWN ISGENERIC. REFER TO TIA-607-B FIGURES 4 AND 5FOR THE APPLICABLEHOLE PATTERN.

CONNECT AS INDICATED ONPLANS, OR PER TYPICALGROUNDING RISER

NOTES:1.

BUR

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& M

cDO

NN

ELL

9400

WAR

D P

ARKW

AYKA

NSA

S C

ITY,

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641

14(8

16) 3

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400


51

D

2 3

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DAT

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G C

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BY:

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E:

SHEETREFERENCE

NUMBER:

CO

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T ©

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.

SHEET OF

6 7 8 9

DAT

E

DES

CR

IPTI

ON

SYM

BOL

REV

ISIO

NS

E

F

FILE:DATE:

U.S

. AR

MY

ENG

INEE

R D

ISTR

ICT

CO

RPS

OF

ENG

INEE

RS

MO

BILE

, ALA

BAM

A

PRO

JEC

T EN

GIN

EER

/AR

CH

ITEC

T

MOBILE DISTRICT


12"

= 1

'-0"

4/16/2013 10:46:16 AM

C. S

ANBO

RN

R. T

HO

MPS

ON

T.TO

D

4/17

/201

3

EP12

E-50

1

E-501

ELEC

TRIC

AL D

ETAI

LS4/

17/2

013

C. S

ANBO

RN

KC-

46A

TWO-

BAY

FLIG

HT S

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ATOR

DEFI

NITI

VE D

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NBA

SE X

, CON

US

DETAIL E2

TYPICAL DIRECT BURIEDSTUBBED CONDUIT RISER

DETAIL A2

TYPICAL GROUND TEST WELL

DETAIL E4

TYPICAL EXOTHERMICCONNECTION TO STEEL

DETAIL D4

TYPICAL GROUNDCOUNTERPOISE AND GROUND

ROD DEPTH

DETAIL A5

TYPICAL EXOTHERMIC WELDSDETAIL A8

TYPICAL GROUND BUSBAR

NOTES:THIS DETAIL DOES NOT PRECLUDE THE REQUIREMENTS OFNEC ART. 250 OR NFPA 780. CONTRACTOR SHALL STRICTLYADHERE TO NEC ART. 250, WHICH SUPERCEDES THISDETAIL.

ALL TELECOMMUNICATIONS BONDING AND GROUNDINGSHALL COMPLY WITH J-STD-607-A.

ALL GROUND CONDUCTORS INSIDE THE BUILDING SHALLBE ROUTED IN CONDUIT EITHER UNDER THE FLOOR SLABOR ABOVE THE SUSPENDED CEILING..

1.

RACKS

COMM ROOM

TMGB

MAIN ELECTRICAL ROOM

MDPNG

MAIN GNDBUS (MGB)

1ST FLOOR

ROOF

SEE PLAN FORROUTING OF COUNTERPOISE

GROUNDING ELECTRODE CONDUCTOR

LIGHTNING AIRTERMINAL (TYP)(IF LIGHTNINGPROTECTION ISREQUIRED)

ALL DISTRIB.EQUIP. (TYP)

LIGHTNINGPROTECTION DOWNCONDUCTOR PERNFPA 780 (IFREQUIRED)

TYPBLDGSTEEL

ROOF MOUNTEDEQUIPMENT (TYP)

RACKS

COMM ROOM

TGB2ND FLOOR

RACKS

COMPUTER ROOM

TGB(TYP)

PBG

PANELBOARD (TYP)

MESH-BN (SRG)SEE DETAIL THIS SHEET

2.

PBG

UPS ROOM

UPS(TYP OF 4)

GNDBUS

#4/0 COPPER GROUNDCOUNTERPOISE (TYP)

3.

TO GROUND BUS IN EACH WSTAND BOT BAY (LOCATIONS TBD)

#6 BARE SOLID COPPER BONDINGCONDUCTOR, TYP AT EACH COLUMN AND ROWOF FLOOR PEDESTAL

INTERSECTIONS SHALL BE BONDED BYSOLDERING, UNLESS PEDESTAL CONNECTORIS LISTED OR CROSS GRID CONNECTIONS

EACH INTERSECTION SHALL BEBONDED TO EACH FLOOR PEDESTALBY A LISTED BOLTED CONNECTORDESIGNED FOR FLOOR PEDESTALS.

NOTES:

1. MESH-BN (BONDING NETWORK, FORMERLY SIGNAL REFERENCE GROUND)SHALL BE INSTALLED PER TIA-607B.

ALL CONDUCTORS SHALL BE STRANDED, WITH THE EXCEPTION OF THEGRID ITSELF, WHICH SHALL BE SOLID (PER TIA-607B)

TRAY AND MESHHEIGHT IS TYPICAL,COORDINATE EXACTHEIGHTS WITHUNDERFLOOR SPACE

TYPICAL RACK/CABINET, BOND EACH CABINETTO MESH-BN USING #6 GREEN INSULATEDBONDING CONDUCTOR AND IRREVERSIBLECRIMP CONNECTORS. CONNECTION TOCABINET SHALL BE PER CABINETMANUFACTURERS RECOMMENDATION

CONNECTION TO ROOM TGB AT ONELOCATION ONLY, THAT CAN BE INSPECTED.BONDING JUMPER FROM GRID TO TGBSHALL BE INSULATED GREEN #6

2.

RAISED FLOORING SYSTEM. FLOOR GRIDNOT SHOWN FOR CLARITY. COORDINATEWITH ARCH. CONTRACTOR SHALLENSURE THAT FLOOR STRINGERS AREBOLTED PER MANFUACTURERSINSTRUCTIONS TO ENSURE A LOWRESISTANCE CONNECTION.

STRUCTURAL SLAB

FLOOR PEDESTAL ASSEMBLY,COORDINATE WITH ARCH

BOND UNDERFLOOR RACEWAYS/TRAYSTO GRID USING #6 INSULATED GREENBONDING JUMPERS AND IRREVERSABLECRIMP CONNECTORS

TGB

TBB TO TMGB

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12"

= 1

'-0"

4/16/2013 10:46:17 AM

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4/17

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3

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E-50

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E-502

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DETAIL D6

TYPICAL GROUNDING RISERSCHEMATIC

DETAIL A2

UNDERFLOOR MESH-BN (SRG)

7-VIO8-GRY

6-BLU5-GRN4-YLW3-ORN2-RED1-BRN

OCCSENSOR

SPARE CONTACTS

N/CCOM

N/OCONTROL OUT

COMLEVEL OUT

24 DC

LOCAL SWITCH LOAD

RED

POWERWHT

BLKHOT

NEUTRAL

PACK

RED

RED BLK BLU

COM

CONNECT ADDITIONAL OCCUPANCYSENSORS PER MANUFACTURER'SDIRECTION FOR THE SPACE BEINGCOVERED.

SPARE CONTACTS REQUIRED FOR HVAC CONTROLS

NOTES:1. ACTUAL QUANTITY AND LOCATIONS

OF OCCUPANCY SENSORS SHALLBE PER MANUFACTURER'SINSTRUCTION FOR THE DEVICESSELECTED BY THE CONTRACTORTAKING INTO CONSIDERATION THESPACE THAT THE SENSORS AREBEING PLACED IN.

DCP1(ELEC RM)

LIGHTING CIRCUITS FROM H1

120V CIRCUIT FROM L1(DCP1 POWER)

TO DAYLIGHT SENSORS

TO RELAY SWITCHES

TO 277V LIGHTS

RELAY # ZONE 2 STEP DIMMING BALLAST LEVELR1 NORTH WALL 50%R2 NORTH WALL 100%R3 EAST WALL 50%R4 EAST WALLR5 SOUTH WALL 50%R6 SOUTH WALLR7 WEST WALL 50%R8 WEST WALL

100%

100%

100%

DAYLIGHT CONTROL PANEL SCHEDULE

*DAYLIGHT CONTROL SYSTEM SHALL MAINTAIN AN AVERAGEFOOTCANDLE LEVEL OF 20FC IN HIGHBAY AREA

NOTE:PROVIDE DAYLIGHT CONTROL SYSTEM FORHIGHBAY AREA WITH CONTROL TYPE DESIGNATION OC4 ONLY. LAYOUT DAYLIGHTSENSORS ACCORDING TO MANUFACTURERRECOMMENDATIONS.

LCP1(ELEC RM)277V CIRCUITS FROM H1

120V CIRCUIT FROM L1(LCP1 POWER)

TO OCC SENSORS

TO PHOTOCELL ON ROOF

277V CIRCUITS TO LIGHTS

NOTE:LIGHTING CIRCUITS IN ROOMS WITH LIGHTINGCONTROL TYPE DESIGNATION OC3 SHALL BECONNECTED TO LCP1 PANEL. OCCUPANCYSENSORS ASSOCIATED WITH THESE CIRCUITSWILL BE CONNECTED DIRECTLY TO THECONTROL PANEL TO ALLOW THE LIGHTS TO BECONTROLLED WITH ANY COMBINATION OFOCCUPANCY SENSORS AND TIME SCHEDULE.

ADJUSTABLE ANGLE/ANGULAR PULLEYASSEMBLY3/4" GRSGUY WIRE AS REQUIRED

ELECTRICAL DISCONNECT

OPERATING CABLESURFACE MOUNTED BOX WITHCOVER PAINTED TO MATCHSURROUNDING SURFACE

OPERATING CABLE HOOK LOOP

CABLE LOCKING BLOCK

POWER CABLE

LOCATE HIGHBAY FIXTURE FLUSH WITHBOTTOM OF ROOF TRUSSES TO AVOIDOBSTRUCTON OF LIGHT.

"GRIPPLE" OR EQUAL CABLE SYSTEM.ENSURE FIXTURE IS SQUARE WITHSERPENTINA PANEL AND STRUCTURE

3/4" GRS

SUPPORT FROM ROOF TRUSSES.PROVIDE ADDITIONAL STEEL ASREQUIRED BASED ON SELECTEDLOWERING SYSTEM HEIGHT AND OPTIMALLIGHT FIXTURE LOCATION.

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DETAIL D3

TYPICAL LOCAL OCCUPANCYSENSOR SCHEMATIC

DETAIL D7

DAYLIGHT CONTROL PANELDIAGRAM

DETAIL B3

LIGHTING CONTROL PANELDIAGRAM

DETAILE-111

A8

HIGHBAY LIGHTING LOWERINGSYSTEM DETAIL

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LIGHT FIXTURE SCHEDULEFIXTURE LAMP INFORMATION FIXTURE INFORMATION

TYPE QTY WATTAGE TYPECOLORTEMP VOLTAGE LOAD DESCRIPTION MOUNTING MANUFACTURER

F1 2 28 T5 3500 K 277 V 59 VA 2'X4' FLUORESCENT RECESSED INDIRECT CEILING-RECESSED LITHONIA (2RT5 28T5)F2E 2 14 T5 3500 K 277 V 30 VA 2'X2' FLUORESCENT RECESSED INDIRECT CEILING, RECESSED LITHONIA (2RT5 14T5)F3 2 28 T5 3500 K 277 V 59 VA FLUORESCENT WALL BRACKET WALL-SURFACE HEWILLIAMS

(79BW-4-2-54T5H)F4E 6 54 T5HO 3500 K 277 V 342 VA FLOURESCENT HIGH BAY (SEE NOTE 2 BELOW) WALL-KNUCKLE-ARM-ANGLE LITHONIA (IBZ 654L)F6 2 28 T5 3500 K 277 V 59 VA 1'X4" FLUORESCENT INDUSTRIAL PENDANT HEWILLIAMS (84 SERIES)F7 1 26 CFL 3500 K 277 V 28 VA 6" FLUORESCENT DOWNLIGHT, HORIZONTAL LAMP, LOW IRRID REFL, BLACK BAFFLE CEILING-RECESSED CAPRI (CM6 F126 H65B)F8 2 14 T5 3500 K 277 V 30 VA 2' FLUORESCENT WALL BRACKET (ELEVATOR) WALL-SURFACE LITHONIA (79BW)L1 20 0 LED 4000 K 277 V 33 VA EXTERIOR WALL-MOUNTED LED FIXTURE (BUILDING PERIMETER) WALL-SURFACE BETA (SEC-EDG-2M-WM)X1 1 0 LED 3200 K 277 V EXIT SIGN (INTEGRAL BATTERY)

CHLORIDE #E (SYMMETRY II)DUALLITE #LX (LITEFORMS)

WALL, SURFACE, CEILING LITHONIA (LQM)

MANUFACTURER AND MODEL SHOWN ARE THE BASISOF DESIGN. SUBSTITUTIONS ARE ALLOWED. ALLSUBSTITUTIONS SHALL HAVE THE SAME FEATURES,RATINGS, AND STYLE AS THE MODEL LISTED. ANYDEVIATIONS FROM FIXTURE RATINGS, INCLUDING INPUTVA AND LUMEN OUTPUT, SHALL REQUIRE THECONTRACTOR TO PERFORM A LIGHTING ANALYSIS TODETERMINE IF THE INSTALLATION MEETS THE DESIGNINTENT.

THIS PROJECT IS BEING LEED CERTIFIED. ALLFIXTURES HAVE BEEN SELECTED BASED ON THECRITERIA REQUIRED TO MEET LEED. DEVIATIONS FROMTHE SALIENT FEATURES OF THE BASIS OF DESIGNSHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

THE CALCULATED VA RATINGS FOR THE FIXTURES AREBASED ON COMMONLY AVAILABLE BALLAST ANSI INPUTWATTS.

SEE DRAWING E-001 FOR LEGEND AND GENERALNOTES.

WHERE DIMMERS ARE SHOWN ON PLAN, PROVIDE ACOMPATIBLE DIMMING BALLAST IN EACH LIGHT FIXTUREASSOCIATED WITH THE DIMMER.

WHERE EMERGENCY LIGHTS ARE INDICATED ON PLAN,PROVIDE AN EMERGENCY BATTERY BALLAST WHICHALLOWS THE FIXTURE TO BE NORMALLY SWITCHED.PROVIDE A SECOND PHASE CONDUCTOR TO THEFIXTURE. UPON LOSS OF NORMAL POWER, THEFIXTURE SHALL BE POWERED BY THE EMERGENCYBATTERY BALLAST REGARDLESS OF SWITCHPOSITION.

TYPE F4 FIXTURES SHALL INCLUDE 2-STEP DIMMINGBALLASTS AND SHALL BE KNUCKLE-WALL-MOUNT TOALLOW THE FIXTURE TO BE ANGLED (DIRECTLY DOWNTO 90 DEGREES HORIZONTAL) TO THROW LIGHTTOWARDS THE CENTER OF THE ROOM. WHERESTRUCTURAL STEEL OBSTRUCTS LIGHT FIXTUREDISTRIBUTION, PROVIDE A 1'-0" MOUNTING ARM TOEXTEND FIXTURE BEYOND OBSTRUCTION. FIXTURESSHALL BE MOUNTED AT 20'-0" AFF UON. FIXTURES AREMOUNTED LOW AROUND PERIMETER TO ALLOW EASYRELAMPING AND REPLACEMENT OF EMERGENCYBATTERY BALLASTS.

1.

2.

3.

4.

5.

6.

7.

NOTES:

MDP, 600A BUS, 480Y/277V, 3Φ, 4W, xxKAICMAIN

SPD

600AF500ATGFP

250AF225AT

1

100AF100AT

2

250AF150AT

3

250AF150AT

4

100AF100AT

5

100AF100AT

6

100AF60AT

7 8

Y

500KVA

12.47KV

480V

TO UTILITY UTILITYXFMR

100AF100AT

x

ELEVATOR

UPSWST-1

SPD

H11225A

Y

112.5KVA

480V

208Y/120T11

P11400A

UPSWST-2

UPSBOT-1

UPSBOT-2

x

AHU-2

9

400AF400AT

x

CH-1

10

100AF60AT

SPD

P21100A

100AF60AT

11

100AF60AT

12

250AF225AT

13

100AF100ATSPARE

14

250AFSPACE

15

250AFSPACE

16

N

G

x

BOT-1 CRANE

x

BOT-2 CRANE

SEE

ABO

VE F

OR

MD

PBU

S C

ON

TIN

UAT

ION

SPD

H21100A

x

WST CRANE

SPD

P12100A

SEE

BELO

W F

OR

MD

PBU

S C

ON

TIN

UAT

ION

DM

SPD

P22100A

SPD

P11A400A

SPARE

TBW1 TBW2 TBB1 TBB2

K-13 RATED

WST-1 WST-2 BOT-1 BOT-2

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NUMBER:

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12"

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NOTES:

1. SEE ELECTRICAL LEGEND,ABBREVIATIONS, PROJECT GENERALNOTES AND MATRIX OFRESPONSIBILITIES ON SHEETS E-001AND E-002.

2. FEEDER SCHEDULE IS NOT INCLUDEDIN DEFINITIVE DESIGN. EQUIPMENTAND CONDUCTOR SIZING WILL VARYBASED ON OUTDOOR AMBIENTTEMPERATURE, FINAL HVAC SYSTEMDESIGN LOAD AND FINAL SIMULATORDESIGN LOAD.

1

KEYED NOTES:

PROVIDE NEMA 1 200A/3P/600V NON-FUSIBLE DISCONNECT.

TERMINAL CABINET WITH INTEGRALTHREE POLE TERMINAL LUGS.

CONDUIT AND WIRES BETWEEN MDP,UPS AND TERMINAL BOX WILL BEGFGI. UPS WILL BE GFGI.

2

1 1 1 1

2 2 2 2

3 3 3 3

3

IDS AND ACS SYSTEMS SHALL BE INSTALLED ACCORDING TOTHE MAF DMO PHYSICAL SECURITY GUIDE AND DOD MANUAL5200.01.

CONTRACTOR SHALL BE A UNITED STATES CITIZEN WHO HASBEEN SUBJECTED TO A TRUSTWORTHINESS DETERMINATIONAS REQUIRED BY DOD MANUAL 5200.01.

1.

2.

SYMBOLS - SECURITY PLAN

1EY501

BALANCED MAGNETIC SWITCH

CARD READER WITH KEYPAD

ELECTRIFIED LOCKSET

ELECTRONIC KEYPAD

REQUEST TO EXIT PUSHBUTTON

SOUND MASKING SPEAKER

INTRUSION DETECTION SYSTEM PANEL/WIREWAY

ACCESS CONTROL SYSTEM PANEL/WIREWAY

PASSIVE INFRARED MOTION DETECTOR

FIXED CAMERA

PAN TILT ZOOM CAMERA (PTZ)

DOOR SECURITY HARDWARE CALLOUT

BM

CR

EL

KP

J

MS

D

SMA

IDS

ACS

PIR

JUNCTION BOX

MAGLOCK

CEILING-MOUNTED STEADY-ON BEACON, UL-LISTED,120VAC, 60Hz, LED, POLYCARBONATE LENS (RED INCOLOR), BLACK NYLON BASE, NO MORE THAN 4INCHES IN ANY DIMENSION. SEE DETAIL 2 ON SHEETEY502.

WALL-MOUNT BEACON, SAME REQUIREMENTS ASCEILING-MOUNT BEACON ABOVE, MOUNT 8 FEET AFFUON

BEACON SWITCH, 120VAC, 60Hz, 20A, 3-POSITION,MOMENTARY CONTACT, RETURN-TO-CENTER, LABELUP-POSITION "ON" AND DOWN-POSITION "OFF", LABEL"BEACONS" AT TOP OF WALL PLATE

BEACON CONTROL PANEL, SEE DETAIL 1 ON SHEETEY502

SECURITY GENERAL NOTESCONDUIT

WIRE IN CONDUIT, RUN CONCEALED ABOVECEILING OR IN WALL (WHEN INDICATED)

WIRE IN CONDUIT, ROUTE EXPOSED(WHEN INDICATED)

WIRE IN CONDUIT ROUTE BELOW GRADE ORFLOOR SLAB

RS

BCP

ABBREVIATIONS

ACS ACESS CONTROL SYSTEMIDS INTRUSION DETECTION SYSTEM

1EY501

DETAIL SHEET

DOOR TYPEARROW INDICATES SECURESIDE OF DOOR

100 DOOR NUMBER

THE FOLLOWING ARE DEFINITIVE DESIGN NOTES WHICHINCLUDE DESIGN ASSUMPTIONS AND CONSIDERATIONS WHICHARE AFFECTED BY THE SELECTED SITE LOCATION FOR THEFACILITY.

DEFINITIVE DESIGN INCLUDES ONLY SECURITY SYSTEMSREQUIRED BY THE MOBILITY AIR FORCES DISTRIBUTED MISSIONOPERATIONS PHYSICAL SECURITY GUIDE AND DOD MANUAL5200.01. COORDINATE SECURITY REQUIREMENTS WITH BASESECURITY AND INCLUDE ADDITIONAL SECURITY-IN-DEPTHDESIGN MEASURES FOR THE FACILITY AS REQUIRED.

SEISMIC REQUIREMENTS ARE NOT INCLUDED IN THE DEFINITIVEDESIGN. SEISMIC REQUIREMENTS WILL VARY BASED UPONSITE LOCATION. INCLUDE EQUIPMENT BRACING AND SEISMICCONSTRUCTION WHERE REQUIRED.

ENVIRONMENTAL REQUIREMENTS WILL VARY BASED UPON SITELOCATION.

THE DEFINITIVE DESIGN INCLUDES MATRIX OF RESPONSIBILITIESWHICH INDICATES CONTRACTOR AND GOVERNMENTRESPONSIBILITIES WITH RESPECT TO EACH SYSTEM. THESERESPONSIBILITIES WILL VARY BASED UPON SITE LOCATION ANDBASE STANDARDS. COORDINATE WITH THE BASE FOR ALLRESPONSIBILITIES TO ENSURE THE PROJECT IS ESTIMATED ANDBID CORRECTLY.

SPECIFICATIONS INCLUDED WITH THE DEFINITIVE DESIGN AREPARTIALLY EDITED BASED ON DEFINITIVE DESIGNASSUMPTIONS. SPECIFICATIONS MUST BE ADDED AND EDITEDAS REQUIRED TO INCORPORATE FINAL DESIGN BASED UPONSITE LOCATION.

REVIEW BEACON COLOR PREFERENCE WITH BASE SECURITY.

1.


2.

3.

4.

5.

6.

7.


GFG

I

CFC

I

IDS, ACS & CCTV

ACTIVE EQUIPMENT (CONTROL PANELS,CARD READERS, MOTION SENSORS,DOOR SWITCHES, CAMERAS, DVR'S,WORKSTATION'S, ETC.) X

PASSIVE EQUIPMENT (RACKS,RACEWAYS, BOXES, ETC.) X

IDS AND ACS CONTROL CABLING X

CCTV VIDEO/DATA CABLING ANDCONNECTORS/JACKS X

NOTES1. NOT ALL SYSTEM COMPONENTS ARE LISTEDABOVE. CONTRACTOR SHALL FURNISH ANDINSTALL ALL OTHER COMPONENTS AS INDICATEDON DRAWINGS AND IN SPECIFICATIONS. ONLYSYSTEM COMPONENTS WHICH COMMONLYREQUIRE CLARIFICATION ARE LISTED ABOVE.

ABBREVIATIONS

ACS ACCESS CONTROL SYSTEM

CCTV CLOSED-CIRCUIT TELEVISION

CFCI CONTRACTOR-FURNISHED,CONTRACTOR-INSTALLED

GFGI GOVERNMENT-FURNISHED,GOVERNMENT-INSTALLED

IDS INTRUSION DETECTION SYSTEM

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IGN

ED B

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ECKE

D B

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E:

SHEETREFERENCE

NUMBER:

CO

PYR

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T ©

201

3 BU

RN

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ON

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SHEET OF

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GIN

EER

/AR

CH

ITEC

T

MOBILE DISTRICT


12"

= 1

'-0"

4/16/2013 10:46:21 AM

C. S

ANBO

RN

R. T

HO

MPS

ON

T.TO

D

4/17

/201

3

EP12

EY00

1

EY001

SEC

UR

ITY

LEG

END

4/17

/201

3C

. SAN

BOR

N

KC-

46A

TWO-

BAY

FLIG

HT S

IMUL

ATOR

DEFI

NITI

VE D

ESIG

NBA

SE X

, CON

US

UP

ACS IDSBCP

1EY501

2 3 4 5 106 7 8 9 11 12

F

E

D

C

B

A

9.8 11.811.1

COMPUTER125

TOILET111

BOT124

UPS118

ELEC119FIRE PUMP ROOM

121

CORR103

SCHED.104

SITE MANAGER105

COR OFFICE106

COPY/FAX107

BREAK108

TOILET112

CORR109

PART TASKTRAINER

114STAIR 2

115

ELEV101

COMM122 MECHANICAL

117

SIM MX/PARTS116

BOT126

STAIR 1102

SIMULATOR BAY123

3EY501

PIR

PIR3

EY501

PIR 3EY501

PIR3EY501

1EY501

PIR

1EY501

PIR

1EY501

PIR1EY501

PIR

PIR

115.A

114.A

114.B

111.A

112.A

109.A

107.A 106.A 105.A

124.A

125.B

104.A

102.A126.A125.A

123.A123.B

122.A

121.A 119.A 118.A

117.A

116.C

116.B

116.ARS

RS

RSRS

1EY501

PIR

RS

PIR

22'-0"AFF

ACS

IDS

PIRPIR

NOTES:

1. SEE SHEET EY001 FOR SECURITY LEGEND,ABBREVIATIONS, PROJECT GENERAL NOTES ANDMATRIX OF RESPONSIBILITIES.

2. SEE EY500 SERIES SHEETS FOR SECURITYDETAILS.

3. SEE SHEET EY701 FOR SECURITY RISERS.


5. IDS AND ACS CIRCUITS SHALL NOT PENETRATETHE BOUNDARY OF THE OPEN STORAGE AREASERVED.

BUR

NS

& M

cDO

NN

ELL

9400

WAR

D P

ARKW

AYKA

NSA

S C

ITY,

MO

641

14(8

16) 3

33-9

400


51

D

2 3

C

4

A

B

DAT

EAP

PR.

DR

AWIN

G C

OD

E:

DR

AWN

BY:

DES

IGN

ED B

Y:D

ATE:

CH

ECKE

D B

Y:

SCAL

E:

SHEETREFERENCE

NUMBER:

CO

PYR

IGH

T ©

201

3 BU

RN

S AN

D M

CD

ON

NEL

L EN

GIN

EER

ING

CO

MPA

NY,

INC

.

SHEET OF

6 7 8 9

DAT

E

DES

CR

IPTI

ON

SYM

BOL

REV

ISIO

NS

E

F

FILE:DATE:

U.S

. AR

MY

ENG

INEE

R D

ISTR

ICT

CO

RPS

OF

ENG

INEE

RS

MO

BILE

, ALA

BAM

A

PRO

JEC

T EN

GIN

EER

/AR

CH

ITEC

T

MOBILE DISTRICT


As in

dica

ted

4/16/2013 4:42:56 PM

C. S

ANBO

RN

R. T

HO

MPS

ON

T.TO

D

4/17

/201

3

EP12

EY10

1

EY101

SEC

UR

ITY

PLAN

FIR

ST F

LOO

R4/

17/2

013

C. S

ANBO

RN

KC-

46A

TWO-

BAY

FLIG

HT S

IMUL

ATOR

DEFI

NITI

VE D

ESIG

NBA

SE X

, CON

US

1 FIRST FLOOR SECURITY PLAN0 4' 8' 16'

SCALE:1/8"=1'

N

11

KEYED NOTES:

THIS LINE REPRESENTS THE OPEN STORAGEAREA BOUNDARY. THE OPEN STORAGE AREASHALL BE ACCESS CONTROLLED AND HASPHYSICAL CONSTRUCTION REQUIREMENTS ASINDICATED ON DESIGN DRAWINGS. SEEELECTRICAL AND TELECOMMUNICATIONSDRAWINGS FOR SPECIAL REQUIREMENTS INTHIS AREA.

PROVIDE MOTION SENSOR(S) FOR FULLCOVERAGE OF ALL TRANSLUCENT PANELS INTHE BAY.

1

2

2

1

2 3 4 5 106 7 8 9 11 12

F

E

D

C

B

A

9.8 11.811.1

1EY501

PIR

? 212.A

211a211b

214.A

209.B 209.A 207.A 208.A 206.A 205.A

217.A

218.A

204.A 203.A

221.B

221.A

219.A

216.A

220.A

215.A

202.A

BOT124

BOT126

JAN208

CORR210

LOBBY200BRIEF

203

BRIEF204

BRIEF205

WOMEN'S TOILET206

MEN'S TOILET207

ST02214

ELEC211

LARGE BRIEF215

LARGE BRIEF216

BRIEF218

BRIEF219

BRIEF217

STAIR 1202

SIMULATOR BAY123

COMM221

RS1

EY501

PIR

PIR

220.B

NOTES:

1. SEE SHEET EY001 FOR SECURITY LEGEND,ABBREVIATIONS, PROJECT GENERAL NOTES ANDMATRIX OF RESPONSIBILITIES.

2. SEE EY500 SERIES SHEETS FOR SECURITYDETAILS.

3. SEE SHEET EY701 FOR SECURITY RISERS.


5. IDS AND ACS CIRCUITS SHALL NOT PENETRATETHE BOUNDARY OF THE OPEN STORAGE AREASERVED.

BUR

NS

& M

cDO

NN

ELL

9400

WAR

D P

ARKW

AYKA

NSA

S C

ITY,

MO

641

14(8

16) 3

33-9

400


51

D

2 3

C

4

A

B

DAT

EAP

PR.

DR

AWIN

G C

OD

E:

DR

AWN

BY:

DES

IGN

ED B

Y:D

ATE:

CH

ECKE

D B

Y:

SCAL

E:

SHEETREFERENCE

NUMBER:

CO

PYR

IGH

T ©

201

3 BU

RN

S AN

D M

CD

ON

NEL

L EN

GIN

EER

ING

CO

MPA

NY,

INC

.

SHEET OF

6 7 8 9

DAT

E

DES

CR

IPTI

ON

SYM

BOL

REV

ISIO

NS

E

F

FILE:DATE:

U.S

. AR

MY

ENG

INEE

R D

ISTR

ICT

CO

RPS

OF

ENG

INEE

RS

MO

BILE

, ALA

BAM

A

PRO

JEC

T EN

GIN

EER

/AR

CH

ITEC

T

MOBILE DISTRICT


As in

dica

ted

4/16/2013 10:46:26 AM

C. S

ANBO

RN

R. T

HO

MPS

ON

T.TO

D

4/17

/201

3

EP12

EY10

2

EY102

SEC

UR

ITY

PLAN

SEC

ON

DFL

OO

R4/

17/2

013

C. S

ANBO

RN

KC-

46A

TWO-

BAY

FLIG

HT S

IMUL

ATOR

DEFI

NITI

VE D

ESIG

NBA

SE X

, CON

US

0 4' 8' 16'

SCALE:1/8"=1'

N

1 SECOND FLOOR SECURITY PLAN

11

KEYED NOTES:

THIS LINE REPRESENTS THE OPENSTORAGE AREA BOUNDARY. THE OPENSTORAGE AREA SHALL BE ACCESSCONTROLLED AND HAS PHYSICALCONSTRUCTION REQUIREMENTS ASINDICATED ON DESIGN DRAWINGS. SEE ELECTRICAL AND TELECOMMUNICATIONSDRAWINGS FOR SPECIAL REQUIREMENTSIN THIS AREA.

PROVIDE MOTION SENSOR(S) FOR FULLCOVERAGE OF ALL TRANSLUCENT PANELSIN THE BAY.

1

2

2

1.

DOOR OPERATION:

1.

2.

UNSECURE SIDE SECURE SIDE

CEILING

FLOOR

NOTES:

CR

JMIRROR DEVICE LAYOUT FOR OPPOSITE DOORSWING.

ACS WILL CONTROL ELECTRONIC LOCK BASED ONCARD READER STATUS.

IDS WILL MONITOR BALANCED MAGNETIC SWITCH.

J

TO IDS PANEL

TO ACS PANEL

BM

FF-L-2740 HIGH-SECURITYCOMBINATION LOCK(KABA MAS X-09, SARGENT &GREENLEAF 2740 ORAPPROVED EQUAL)

COMBINATION RIM DEVICEWHICH MEETS FF-L-2890(LOCKMASTER LKM7003 ORAPPROVED EQUAL) COMPATIBLEWITH COMBINATION LOCK ANDACCESS CONTROL WITH KEYOVERRIDE

J

POWER TRANSFER(NOT VISIBLE WHENDOOR IS CLOSED)

J

CR


CEILING

FLOOR

TO IDS PANEL

1.

DOOR OPERATION:

1.

2.

NOTES:

MIRROR DEVICE LAYOUT FOR OPPOSITE DOORSWING.

IDS SHALL MONITOR BALANCED MAGNETIC SWITCH.

SEE ARCHITECTURAL DRAWINGS ANDSPECIFICATIONS FOR DOOR HARDWAREREQUIREMENTS. DOOR HARDWARE SHOWN INTHIS DETAIL DOES NOT NECESSARILY REPRESENTACTUAL HARDWARE REQUIREMENTS.

J

J

BM

CEILING

FLOOR

TO IDS PANEL


DOOR OPERATION:

1.

2.

IDS SHALL MONITOR BALANCED MAGNETICSWITCHES.

SEE ARCHITECTURAL DRAWINGS ANDSPECIFICATIONS FOR DOOR HARDWAREREQUIREMENTS. DOOR HARDWARE SHOWN IN THISDETAIL DOES NOT NECESSARILY REPRESENTACTUAL HARDWARE REQUIREMENTS.

J

BMBM

JJ

BUR

NS

& M

cDO

NN

ELL

9400

WAR

D P

ARKW

AYKA

NSA

S C

ITY,

MO

641

14(8

16) 3

33-9

400


51

D

2 3

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4

A

B

DAT

EAP

PR.

DR

AWIN

G C

OD

E:

DR

AWN

BY:

DES

IGN

ED B

Y:D

ATE:

CH

ECKE

D B

Y:

SCAL

E:

SHEETREFERENCE

NUMBER:

CO

PYR

IGH

T ©

201

3 BU

RN

S AN

D M

CD

ON

NEL

L EN

GIN

EER

ING

CO

MPA

NY,

INC

.

SHEET OF

6 7 8 9

DAT

E

DES

CR

IPTI

ON

SYM

BOL

REV

ISIO

NS

E

F

FILE:DATE:

U.S

. AR

MY

ENG

INEE

R D

ISTR

ICT

CO

RPS

OF

ENG

INEE

RS

MO

BILE

, ALA

BAM

A

PRO

JEC

T EN

GIN

EER

/AR

CH

ITEC

T

MOBILE DISTRICT


1/2

" = 1

'-0"

4/16/2013 10:46:27 AM

C. S

ANBO

RN

R. T

HO

MPS

ON

T.TO

D

4/17

/201

3

EP12

EY50

1

EY501

SEC

UR

ITY

DET

AILS

4/17

/201

3C

. SAN

BOR

N

KC-

46A

TWO-

BAY

FLIG

HT S

IMUL

ATOR

DEFI

NITI

VE D

ESIG

NBA

SE X

, CON

US

NOT TO SCALED1 ACCESS SINGLE DOOR - DOOR TYPE 1NOT TO SCALED5 ALARM SINGLE DOOR - DOOR TYPE 2

NOT TO SCALEA1 ALARM DOUBLE DOOR - DOOR TYPE 3

C1

C1 BEACONS

C2ON

OFF

L N

C1 C2

TO ADDITIONAL SWITCHES AS INDICATED ON FLOOR PLANS

INSTALL BRACINGTO SUPPORT LIGHT

ACOUSTIC CEILINGRED STEADY-ON BEACON

TO CONTACTOR PANEL

BUR

NS

& M

cDO

NN

ELL

9400

WAR

D P

ARKW

AYKA

NSA

S C

ITY,

MO

641

14(8

16) 3

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400


51

D

2 3

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4

A

B

DAT

EAP

PR.

DR

AWIN

G C

OD

E:

DR

AWN

BY:

DES

IGN

ED B

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ATE:

CH

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D B

Y:

SCAL

E:

SHEETREFERENCE

NUMBER:

CO

PYR

IGH

T ©

201

3 BU

RN

S AN

D M

CD

ON

NEL

L EN

GIN

EER

ING

CO

MPA

NY,

INC

.

SHEET OF

6 7 8 9

DAT

E

DES

CR

IPTI

ON

SYM

BOL

REV

ISIO

NS

E

F

FILE:DATE:

U.S

. AR

MY

ENG

INEE

R D

ISTR

ICT

CO

RPS

OF

ENG

INEE

RS

MO

BILE

, ALA

BAM

A

PRO

JEC

T EN

GIN

EER

/AR

CH

ITEC

T

MOBILE DISTRICT


As in

dica

ted

4/16/2013 10:46:28 AM

C. S

ANBO

RN

R. T

HO

MPS

ON

T.TO

D

4/17

/201

3

EP12

EY50

2

EY502

SEC

UR

ITY

DET

AILS

4/17

/201

3C

. SAN

BOR

N

KC-

46A

TWO-

BAY

FLIG

HT S

IMUL

ATOR

DEFI

NITI

VE D

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NBA

SE X

, CON

US

NOT TO SCALED1 BEACON CONTACTOR PANEL (BCP)NOT TO SCALED3 TYPICAL CEILING-MOUNTED BEACON

WIREWAY ABOVEIDS PANEL

116.BD3

123.AD3

116.AD1

WIREWAY ABOVEACS PANEL

218.AD1

1-INCH EMT CONDUIT(TYP TO EACH DOOR)

CABLE TRAY

CR EL

BM PIR BM PIR BM PIR BM PIR BM PIR BM PIR


123.BD3

125.AD1

218.AD1

BM PIR

BM PIR

116.AD1

CR EL

SECOND FLOOR

FIRST FLOOR

QUANTITY IFMORE THAN 1

DOOR NO. (TYP)

DETAIL NO. ONSHEET EY501

1 1/2-INCHEMT CONDUIT

COMPUTER ROOM 116

CR ELCR ELCR EL

124.AD1

125.AD1

125.BD1

125.BD1

(2)



CR EL

220.BD1

220.BD1

BM PIR

(2)(2)

WIREWAY ABOVEIDS PANEL

114.AD1

114.BD3

WIREWAY ABOVEACS PANEL

BM MS BM PIR

114.AD1

CR EL

SECOND FLOOR

FIRST FLOOR

QUANTITY IFMORE THAN 1

DOOR NO. (TYP)

DETAIL NO. ONSHEET EY501

1 1/2-INCHEMT CONDUIT

PART TASK TRAINER 114

1-INCH EMT CONDUIT(TYP TO EACH DOOR)1-INCH EMT CONDUIT

(TYP TO EACH DOOR)

(2)

TO COMPUTER ROOM116 CABLE TRAY

1 1/2-INCHIMC CONDUIT

PIR

123

TRANSLUCENTPANELS

(QUANTITY AS REQUIREDFOR COMPLETE COVERAGE)

ROOM NO.

BM PIR

126.AD1

124.AD1

CR EL

126.AD1

PIR114WINDOWS

BUR

NS

& M

cDO

NN

ELL

9400

WAR

D P

ARKW

AYKA

NSA

S C

ITY,

MO

641

14(8

16) 3

33-9

400


51

D

2 3

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4

A

B

DAT

EAP

PR.

DR

AWIN

G C

OD

E:

DR

AWN

BY:

DES

IGN

ED B

Y:D

ATE:

CH

ECKE

D B

Y:

SCAL

E:

SHEETREFERENCE

NUMBER:

CO

PYR

IGH

T ©

201

3 BU

RN

S AN

D M

CD

ON

NEL

L EN

GIN

EER

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CO

MPA

NY,

INC

.

SHEET OF

6 7 8 9

DAT

E

DES

CR

IPTI

ON

SYM

BOL

REV

ISIO

NS

E

F

FILE:DATE:

U.S

. AR

MY

ENG

INEE

R D

ISTR

ICT

CO

RPS

OF

ENG

INEE

RS

MO

BILE

, ALA

BAM

A

PRO

JEC

T EN

GIN

EER

/AR

CH

ITEC

T

MOBILE DISTRICT


12"

= 1

'-0"

4/16/2013 4:42:58 PM

C. S

ANBO

RN

R. T

HO

MPS

ON

T.TO

D

4/17

/201

3

EP12

EY70

1

EY701

SEC

UR

ITY

RIS

ER4/

17/2

013

C. S

ANBO

RN

KC-

46A

TWO-

BAY

FLIG

HT S

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DEFI

NITI

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NOT TO SCALEA1 SECURITY RISERS

A AMPERESAC ALTERNATING CURRENTAFF ABOVE FINISHED FLOORAIC AMPERES INTERRUPTING CAPACITYAV AUDIO/VIDEOAWG AMERICAN WIRE GAUGEBAS BUILDING AUTOMATION SYSTEMBOT BOTTOM OF CABLE TRAYC CONDUITCAT CATEGORYCATV CABLE TELEVISIONCBP COPPER BACKBONE PATCH PANELCCN CONTRACTOR CLASSIFIED NETWORK (FIBER)CCTV CLOSED CIRCUIT TELEVISIONCH CHILLED WATERCOMM COMMUNICATIONSCOR CONTRACTING OFFICER'S REPRESENTATIVECPP COPPER HORIZONTAL PATCH PANELCRACCOMPUTER ROOM AIR CONDITIONING UNITCT CABLE TRAYCU COPPERCUCNCONTRACTOR UNCLASSIFIED NETWORK (COPPER)CUN CONTRACTOR UNCLASSIFIED NETWORK (FIBER)CW CONDENSER WATERDC DIRECT CURRENTEC EMPTY CONDUITEGC EQUIPMENT GROUNDING CONDUCTOREIA ELECTRONICS INDUSTRIES ASSOCIATIONSEMT ELECTRICAL METALLIC TUBINGEPO EMERGENCY POWER OFFFAAP FIRE ALARM ANNUNCIATOR PANELFACP FIRE ALARM CONTROL PANELFBO FURNISHED BY OTHERSFMS FULL MOTION SIMULATORFO FIBER OPTICFPD FLAT PANEL DISPLAYFPP FIBER OPTIC PATCH PANELFSCP FIRE SYSTEM CONTROL PANELFT FEET OR FOOTGFGI GOVERNMENT FURNISHED AND INSTALLEDG OR GND GROUNDGFE GOVERNMENT FURNISHED EQUIPMENTGFR GROUND FAULT RELAYGFP GROUND FAULT PROTECTIONGRS GALVANIZED RIGID STEEL CONDUITH HOT CONDUCTORHID HIGH INTENSITY DISCHARGEHZ HERTZIDS INTRUSION DETECTION SYSTEMIG ISOLATED GROUNDIN INCH OR INCHESK KILOKCMIL THOUSAND CIRCULAR MILSKV KILOVOLT AMPERESKWH KILOWATT HOURSLC LIGHTING CONTACTORLW LOCKABLE WIREWAYMAX MAXIMUMMCB MAIN CIRCUIT BREAKERMDP MAIN DISTRIBUTION PANELMH MANHOLEMLO MAIN LUGS ONLYMM MULTIMODEMN/PA MASS NOTIFICATION/PUBLIC ADDRESSMTD MOUNTEDN NEUTRAL CONDUCTORN.C. NORMALLY CLOSEDNEC NATIONAL ELECTRICAL CODENEMA NATIONAL ELECTRICAL MANUFACTURER'S

ASSOCIATIONNIC NOT IN CONTRACTNIPR NON-CLASSIFIED INTERNET PROTOCOL

ROUTINGN.O. NORMALLY OPENNTS NOT TO SCALEOC ON CENTERPDS PROTECTIVE DISTRIBUTION SYSTEMPDU POWER DISTRIBUTION UNITPIV POST INDICATOR VALVEPR PAIRPVC POLYVINYL CHLORIDEQA QUALITY ASSURANCERAD REFRIGERATED AIR DRYERRGS RIGID GALVANIZED STEEL CONDUITRM ROOMRMC RIGID METAL CONDUITRMS ROOT MEAN SQUARE

PLAN SYMBOLS - COMMUNICATION ABBREVIATIONS ABBREVIATIONS - CONTINUED

SCCR SHORT CIRCUIT CURRENT RATINGSCI SENSITIVE COMPARTMENTALIZED

INFORMATIONScTP SHIELDED TWISTED PAIRSIPR SECRET INTERNET PROTOCOL ROUTINGSM SINGLE MODESPECS CONTRACT SPECIFICATIONSSPST SINGLE POLE SINGLE THROWSRG STATIC REFERENCE GRIDSTR STRANDSW SWITCHSWBD SWITCHBOARDSYM SYMMETRICALTB TELEPHONE BACKBOARDTR TELECOMMUNICATIONS ROOMTVSS TRANSIENT VOLTAGE SURGE SUPPRESSIONTYP TYPICALUL UNDERWRITERS' LABORATORIESum MICROMETERUON UNLESS OTHERWISE NOTEDUTP UNSHIELDED TWISTED PAIRV VOLTSVA VOLT AMPERESVFD VARIABLE FREQUENCY DRIVEW WIRE OR WATTXFMR TRANSFORMERZ IMPEDANCE

LEGEND NOTES

WIRE IN CONDUIT, RUN CONCEALED ABOVE CEILINGOR IN WALL.

WIRE IN CONDUIT ROUTE BELOW GRADE OR FLOORSLAB.

COMMUNICATION DUCTBANK

ELECTRICAL DUCTBANK

COMMUNICATIONS OUTLET. NUMBER INDICATESOUTLET TYPE. MOUNT 18" AFF UON. SEE T-500SERIES SHEETS FOR DETAILS.

CATV OUTLET. SEE T-500 SERIES SHEETS FORDETAILS.

WALL MOUNTED COMMUNICATIONS SYSTEMFURNITURE FEED, MOUNTED 18" AFF. SEE DETAIL _ON T-50x. CABLING FOR COMMUNICATION OUTLETSSHOWN SHALL BE ROUTED THROUGH FURNITUREFEED. CABLING SHALL BE ROUTED THROUGHSYSTEMS FURNITURE CABLE WIRE MANAGEMENT TOOUTLET LOCATION ON SYSTEMS FURNITURE.

CABLE TRAY. TYPE AND MOUNTING HEIGHT (TOBOTTOM OF TRAY) AS INDICATED ONCOMMUNICATION PLANS. "BT" INDICATES TRAY TYPE.

JUNCTION BOX, WALL MOUNTED 18" AFF, UON.

JUNCTION BOX, MOUNTED ABOVE CEILING, UON.

C

E

#

D

J

J

BACKBONE CABLING SHALL BE INSTALLED IN CONDUITSSHOWN. BACKBONE CABLING SHALL NOT BE INSTALLED USINGJ-HOOKS OR ANY OTHER METHOD.

COMMUNICATION ROOMS HAVE BEEN LOCATED TO ENSURETHE HORIZONTAL CABLING THROUGHOUT THE FACILITY DOESNOT EXCEED 295 FEET TO MEET EIA/TIA. CONTRACTOR SHALLROUTE PATHWAYS AND CABLES TO ENSURE THIS DISTANCE ISNOT EXCEEDED. CONTACTOR SHALL NOTIFY COR PRIOR TOPATHWAY AND CABLE INSTALLATION IF THERE ARE AREASWHERE THE EXPECTED DISTANCE MAY BE EXCEEDED.

HORIZONTAL CABLING SERVING WALL MOUNTEDCOMMUNICATIONS OUTLETS SHALL BE ROUTED FROMCOMMUNICATIONS OUTLET IN MINIMUM 1” CONDUIT FROMEACH COMMUNICATIONS OUTLET TO AREA CABLE TRAY, ANDIN AREA CABLE TRAY TO DESIGNATED COMMUNICATION ROOM.ROUTE CONDUITS IN FINISHED AREAS CONCEALED IN WALL.WHERE COMMUNICATION OUTLETS ARE INSTALLED INEXPOSED UNFINISHED ROOMS, CONDUITS MAY BE SURFACEMOUNTED. CONDUITS ROUTED EXPOSED SHALL BE PAINTEDTO MATCH ADJACENT SURFACES.

PROJECT INTERIOR GENERAL NOTES:

1.

2.

3.

RECESSED STEEL FLOOR BOX, COMBINATIONVOICE/DATA/POWER, 4-COMPARTMENT, HINGED LID(BLACK), FLOORING FLANGE KIT, PROVIDE (2) 1-INCHGRS CONDUITS TO BOX (POWER TO SOURCE, COMMTO CABLE TRAY)

FB1 = (4) NEMA 5-20R OUTLETS, (4) DATA FB2 = (4) NEMA 5-20R OUTLETS, (8) DATA, (1)

VOICE AND (1) VIDEO COMPARTMENT FB3=RAISED ACCES FLOOR BOX WITH (2) NEMA

5-20R OUTLETS

FB1

4"W X 12"D BT11'-0" AFF BT = BASKET TRAY

CR = CABLE RUNWAY

AV AUDIO/VIDEOC RECESSED IN CEILINGEP OR EXP EXPLOSION PROOFF RECESSED IN FLOORGFCI,GFI GROUND FAULT CIRCUIT INTERRUPTERIG ISOLATED GROUNDP PILOT LIGHT (INDICATING SWITCH IS ON)W WALL MOUNTED, 48" AFF UONWP WEATHERPROOFWPIU WEATHERPROOF IN USE

SYMBOL MODIFIERS

EQUIPMENT IDENTIFIERS, MATCHING THOSE INEQUIPMENT SCHEDULES, ARE DISPLAYED INSIDE OFBRACKETS [ ].

SYMBOL ORIENTATION DOES NOT IMPLY DEVICE OREQUIPMENT ORIENTATION. UNLESS NOTED AS SUCH. SEEREFLECTED CEILING PLANS FOR LIGHT FIXTUREPOSITIONS AND ORIENTATIONS.

SYMBOL SIZE DOES NOT IMPLY EQUIPMENT SIZE, UON.

MOUNTING HEIGHT INDICATED IN LEGEND AND ON THEDRAWINGS SHALL BE THE DISTANCE MEASURED FROMTHE CENTER OF THE DEVICE TO THE FINISHED FLOOR.

NOT ALL SYMBOLS INDICATED ON THIS SHEET ARE USEDIN THIS PROJECT.

REFER TO TYPICAL DETAILS ON T-500 SERIES DRAWINGS.

1.

2.

3.

4.

5.

6.

THIS PROJECT REQUIRES UNDERGROUND WORK INCLUDING ALARGE PORTION OF THE WORK BEING PERFORMED INEXISTING ROADWAYS AND PAVEMENTS. THE CONTRACTORSHALL REPAIR ALL EXISTING ROADWAYS AND PAVEMENTS TOMATCH EXISTING.

THE UNDERGROUND WORK FOR THIS PROJECT REQUIRESCLOSE COORDINATION WITH EXISTING UTILITIES. THECONTRACTOR SHALL VERIFY AND COORDINATE ALL NEWWORK WITH ALL EXISTING UTILITIES, EXISTING EQUIPMENT,AND EXISTING CONDITIONS.

PRIOR TO DIGGING, THE CONTRACTOR SHALL OBTAIN ALLAPPLICABLE DIGGING PERMITS. ALL UNDERGROUND UTILITIESIN THE WORK AREA MUST BE POSITIVELY IDENTIFIED BY APRIVATE UTILITY LOCATING SERVICE IN ADDITION TOAPPLICABLE BASE LOCATING SERVICE AND COORDINATEDWITH THE BASE UTILITY DEPARTMENT. ALL MARKINGS MADEDURING THE UTILITY INVESTIGATION MUST BE MAINTAINEDTHROUGHOUT THE CONTRACT.

THE CONTRACTOR SHALL PHYSICALLY VERIFY UNDERGROUNDUTILITY LOCATIONS BY HAND DIGGING AND/OR POT-HOLINGUSING WOOD OR FIBERGLASS HANDLED TOOLS WHEN ANYADJACENT CONSTRUCTION WORK IS EXPECTED TO COMEWITHIN THREE FEET OF THE UNDERGROUND SYSTEM.DIGGING WITHIN 2 FEET OF A KNOWN UTILITY SHALL NOT BEPERFORMED BY MEANS OF MECHANICAL EQUIPMENT; HANDDIGGING SHALL BE USED. IF CONSTRUCTION IS PARALLEL TOAN EXISTING UTILITY EXPOSE THE UTILITY BY HAND DIGGINGEVERY 100 FEET IF PARALLEL WITHIN 5 FEET OF THEEXCAVATION.

CONTRACTOR SHALL COORDINATE ACCESS TO MANHOLES,HANDHOLES, AND BUILDINGS WITH COR.

PRIOR TO INSTALLATION OF NEW CABLES IN EXISTINGDUCTBANKS, THE CONTRACTOR SHALL COORDINATE WITH THECOR TO DETERMINE WHICH DUCT(S) SHALL BE USED. THECONTACTOR SHALL FIELD VERIFY (ROD & MANDREL) EACHPATHWAY INDENTIFIED TO ENSURE IT IS ADEQUATE FORCABLE INSTALLATION. CONTRACTOR SHALL NOTIFY COR IF ANEXISTING DUCT IDENTIFIED TO BE USED IS NOT ADEQUATEFOR NEW CABLE INSTALLATION.

IN MANHOLES/HANDHOLES WHERE FIBER OR COPPER CABLESARE TO BE SPLICED, PROVIDE MINIMUM 25' OF SLACK ONEITHER SIDE OF SPLICE CLOSURE FOR EACH FIBER ANDCOPPER CABLE. WHERE NEW FIBER OR COPPER CABLES ARETO BE SPLICED WITH EXISTING FIBER OR COPPER CABLES,LEAVE MINIMUM 25' OF EXISTING FIBER AND COPPER CABLES.

IN MANHOLES/HANDHOLES WHERE CABLES ARE TO BEROUTED THROUGH BUT NOT SPLICED, PROVIDE A MINIMUM OF50' OF SLACK FOR EACH FIBER AND COPPER CABLE.

FIBER AND COPPER CABLES SHALL BE INSTALLED IN NEW ANDEXISTING MANHOLES/HANDHOLES USING CABLE RACKS ANDRACK HOOKS.

FIBER AND COPPER SPLICE CLOSURES SHALL BE SECURELYFASTENED TO MANHOLE/HANDHOLE CABLE RACKS AND RACKSHOOKS USING ADJUSTABLE STAINLESS STEEL STRAPS.

PROJECT OUTSIDE PLANT GENERAL NOTES:

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

FIBER AND COPPER SPLICES ARE ONLY ALLOWED WHEREINDICATED. ADDITIONAL SPLICES ARE NOT ALLOWEDWITHOUT WRITTEN DIRECTION FROM COR.

PROVIDE PULL STRINGS IN ALL NEW AND EXISTINGCONDUITS, INCLUDING CONDUITS WHERE MULTICELLINNERDUCTS ARE TO BE INSTALLED.

MULTICELL INNERDUCTS SHALL BE INSTALLED IN CONDUITSWHERE INDICATED AND TERMINATED INMANHOLES/HANDHOLES PER MANUFACTURERINSTRUCTIONS AND RECOMMENDATIONS.

CONTRACTOR SHALL PROVIDE THREE 3" 3-CELLINNERDUCTS IN ALL NEW 4" CONDUITS. IN ADDITION,CONTRACTOR SHALL INSTALL INNERDUCTS IN EXISTINGCONDUITS WHERE INDICATED.

PROJECT OUTSIDE PLANT GENERAL NOTES - CONTINUED:

10.

11.

12.

13.


THE FOLLOWING ARE DEFINITIVE DESIGN NOTES WHICHINCLUDE DESIGN ASSUMPTIONS AND CONSIDERATIONSWHICH ARE AFFECTED BY THE SELECTED SITE LOCATION FORTHE FACILITY.

COORDINATE WITH BASE COMMUNICATIONS SQUADRON ONBASE COMMUNICATIONS STANDARDS AND PREFERENCESWHICH MAY VARY FROM THE DEFINITIVE DESIGN.

SEISMIC REQUIREMENTS ARE NOT INCLUDED IN THEDEFINITIVE DESIGN. SEISMIC REQUIREMENTS WILL VARYBASED UPON SITE LOCATION. INCLUDE EQUIPMENT BRACINGAND SEISMIC CONSTRUCTION WHERE REQUIRED.

ENVIRONMENTAL REQUIREMENTS WILL VARY BASED UPONSITE LOCATION.

THE DEFINITIVE DESIGN INCLUDES MATRIX OFRESPONSIBILITIES WHICH INDICATES CONTRACTOR ANDGOVERNMENT RESPONSIBILITIES WITH RESPECT TO EACHSYSTEM. THESE RESPONSIBILITIES WILL VARY BASED UPONSITE LOCATION AND BASE STANDARDS. COORDINATE WITHTHE BASE FOR ALL RESPONSIBILITIES TO ENSURE THEPROJECT IS ESTIMATED AND BID CORRECTLY.

SPECIFICATIONS INCLUDED WITH THE DEFINITIVE DESIGN AREPARTIALLY EDITED BASED ON DEFINITIVE DESIGNASSUMPTIONS. SPECIFICATIONS MUST BE ADDED AND EDITEDAS REQUIRED TO INCORPORATE FINAL DESIGN BASED UPONSITE LOCATION.

1.

2.

3.

4.

5.

6.


GFG

I

CFC

I CAB

LE T

V SE

RVI

CE

PRO

VID

ER (S

UB

TO G

C O

R E

S)

VOICE/DATA

ACTIVE EQUIPMENT (SERVERS,SWITCHES, RACK-MOUNTED UPS'S,ETC.) X

PASSIVE EQUIPMENT (RACKS,CABINETS, CABLE MANAGEMENT,PATCH PANELS, PET'S, 110 BLOCKS,WALL PLATES, JACKS, CONNECTORS,RACEWAYS, BOXES, ETC.) X

INTERIOR CABLING X

CROSS-CONNECTS AND PATCHCABLING X

UNDERGROUND DUCTBANKS X

OSP CABLING X

CATV

ACTIVE EQUIPMENT (SATELLITE,CABLE BOX, AMPLIFIERS, ETC.) X

OSP CABLING TO DEMARCATION X

UNDERGROUND DUCTBANKS X

INTERIOR CABLING, CONNECTORS,WALL PLATES, BOXES AND CONDUIT X

AUDIO/VIDEO

ACTIVE EQUIPMENT (SWITCHES,DISPLAYS, SMARTBOARDS,PROJECTORS, VTC EQUIPMENT, ETC.) X

PASSIVE EQUIPMENT (RACKS,CABINETS, CABLE MANAGEMENT,RACEWAYS, BOXES, WALL PLATES,ETC.) X

CABLING AND CONNECTORS X

NOTES1. NOT ALL SYSTEM COMPONENTS ARE LISTED ABOVE.CONTRACTOR SHALL FURNISH AND INSTALL ALL OTHERCOMPONENTS AS INDICATED ON DRAWINGS AND INSPECIFICATIONS. ONLY SYSTEM COMPONENTS WHICHCOMMONLY REQUIRE CLARIFICATION ARE LISTED ABOVE.

ABBREVIATIONS

CATV CABLE TELEVISION

CFCI CONTRACTOR-FURNISHED, CONTRACTOR-INSTALLED

GC GENERAL CONTRACTOR

GFGI GOVERNMENT-FURNISHED, GOVERNMENT-INSTALLED

OSP OUTSIDE PLANT

PET PROTECTED ENTRANCE TERMINALS

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'-0"

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C. S

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T-001

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UP

2 3 4 5 106 7 8 9 11 12

F

E

D

C

B

A

COMPUTER125

TOILET111

BOT124

UPS118

ELEC119

FIRE PUMP ROOM121

CORR103

SCHED.104

SITE MANAGER105

??

COPY/FAX107

BREAK108

TOILET112

CORR109

PART TASKTRAINER

114STAIR 2115

ELEV101

COMM122

MECHANICAL117

SIM MX/PARTS116

BOT126

STAIR 1102

SIMULATOR BAY123

9.8 11.811.1

2

2 2

2

5

2

2

3

3 3

3 3 1

3

11

1

VEST.100

1

1 6

2

1

1

R122-1

R122-2110 BLOCKS

R122-3

2

1

ELEVPHONE

12"W X 4"D9' - 6" AFF (TYP UON)

12"W X 4"D8' - 0" AFF

5 5 5

4"øCONDUIT 11' - 9"AFF

12"W X 4"D9' - 6" AFF

12"W X 4"D9' - 0" AFF 12"W X 4"D

9' - 6" AFF

2

2

2

2

NOTES:

1. SEE SHEET T-001 FOR SYMBOL LEGEND,ABBREVIATIONS, PROJECT GENERAL NOTES ANDMATRIX OF RESPONSIBILITIES.

2. SEE T-500 SERIES SHEETS FORTELECOMMUNICATION DETAILS.

3. SEE SHEET T-701 FOR TELECOMMUNICATIONSSCHEDULE AND RISERS.


5. ALL HORIZONTAL CABLING SHALL BE ROUTED IN 1-INCH MINIMUM EMT CONDUIT FROM OUTLET TOCABLE TRAY ENROUTE TO THE COMMUNICATIONROOM.

6. SEE EY100 SERIES SHEETS FOR SECURITYPLANS WHICH SHOW THE OPEN STORAGE AREABOUNDARY (OSAB). ALL HORIZONTAL CABLINGFROM OUTLETS INSIDE THE OSAB SHALL BEROUTED BACK TO COMMUNICATION RACKSINSIDE THE OSAB WITHOUT PENETRATING THEOSAB (UON). ALL HORIZONTAL CABLING FROMOUTLETS OUTSIDE THE OSAB SHALL BE ROUTEDBACK TO COMMUNICATION RACKS OUTSIDETHE OSAB WITHOUT PENETRATING THE OSAB.

7. MAINTAIN A MINIMUM 6-INCH SEPARATIONBETWEEN RED DATA CABLING AND POWER ANDCONTROL CIRCUITS INSIDE THE OPEN STORAGEAREA BOUNDARY.

8. MAINTAIN A MINIMUM 6-INCH SEPARATION BETWEENRED DATA CABLING AND ALL OTHERCOMMUNICATIONS CABLING.

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FILE:DATE:

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T-101

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1 FIRST FLOOR TELECOMMUNICATIONS PLAN0 4' 8' 16'

SCALE:1/8"=1'

N

11 12" CABLE TRAY LOCATED BELOW RAISEDFLOOR IN COMPUTER ROOM.

PROVIDE CONDUIT UNDER FLOOR SLABACCORDING TO RISERS ON SHEET T-701.

COVER THREE WALLS WITH RIGIDLY-FIXED,3/4-INCH A-C PLYWOOD BACKBOARD.BACKBOARD SHALL BE VOID-FREE, FIRE-RATED (NO FIRE-RETARDANT PAINT) ANDSHALL EXTEND FROM 0'-6" AFF TO 8'-6" AFF.

PROVIDE RIGIDLY-FIXED, 3/4-INCH A-CPLYWOOD BACKBOARD. BACKBOARD SHALLBE VOID-FREE, FIRE-RATED (NO FIRE-RETARDANT PAINT) AND SHALL EXTEND FROM0'-6" AFF TO 8'-6" AFF. PROVIDE(2) 4'-0" X 8'-0" SHEETS.

PROVIDE FIRE-RATED PENETRATION IN WALLBETWEEN COMPUTER ROOM AND SIMULATORBAY TRENCH. DIMENSIONS SHALL BE BASEDON FINAL CABLING REQUIREMENTS.

PROVIDE FIRE-RATED PENETRATION WITH (4)4-INCH SLEEVES STACKED IN TWO ROWS ATCABLE TRAY HEIGHT.

1

2

2

3

4

3

4

5

5

5

6

6

6

6

KEYED NOTES:

2 3 4 5 106 7 8 9 11 12

F

E

D

C

B

A

JAN208

CORR210

LOBBY200

BRIEF203

BRIEF204

BRIEF205

WOMEN'S TOILET206

MEN'S TOILET207

ST02214

ELEC211

LARGE BRIEF215

LARGE BRIEF216

BRIEF218

BRIEF219

BRIEF217

STAIR 1202

9.8 11.811.1

3 3 3

3

3

3

3

3

3

3

3

3 6

6

6

6

2 2 2

2

4 4

2

COMM221

1

AV

AV

AV AV

AVAV

AV

11

FB1 FB1 FB1

AV AVAV

AV AV AV

FB1FB1

FB1FB1

FB1

R221-1

R221-2

2

2

2 6AV

AV

AV

12"W X 4"D10' - 0" AFF (TYP UON)

CABLES FROM FIRST FLOOR

2

212"W

X 4

"D10

' - 6

" AFF

12"W X 4"D10' - 0" AFF

12"W X 4"D10' - 0" AFF

12"W

X 4

"D10

' - 0

" AFF

12"W X 4"D8' - 0" AFF

5 5 5

5

5

5

5

5

T-502A6(TYP)

NOTES:

1. SEE SHEET T-001 FOR SYMBOL LEGEND,ABBREVIATIONS, PROJECT GENERAL NOTES ANDMATRIX OF RESPONSIBILITIES.

2. SEE T-500 SERIES SHEETS FORTELECOMMUNICATION DETAILS.

3. SEE SHEET T-701 FOR TELECOMMUNICATIONSSCHEDULE AND RISERS.


5. ALL HORIZONTAL CABLING SHALL BE ROUTED IN 1-INCH MINIMUM EMT CONDUIT FROM OUTLET TOCABLE TRAY ENROUTE TO THE COMMUNICATIONROOM.

6. SEE EY100 SERIES SHEETS FOR SECURITYPLANS WHICH SHOW THE OPEN STORAGE AREABOUNDARY (OSAB). ALL HORIZONTAL CABLINGFROM OUTLETS INSIDE THE OSAB SHALL BEROUTED BACK TO COMMUNICATION RACKSINSIDE THE OSAB WITHOUT PENETRATING THEOSAB (UON). ALL HORIZONTAL CABLING FROMOUTLETS OUTSIDE THE OSAB SHALL BE ROUTEDBACK TO COMMUNICATION RACKS OUTSIDETHE OSAB WITHOUT PENETRATING THE OSAB.

7. MAINTAIN A MINIMUM 6-INCH SEPARATIONBETWEEN RED DATA CABLING AND POWER ANDCONTROL CIRCUITS INSIDE THE OPEN STORAGEAREA BOUNDARY.

8. MAINTAIN A MINIMUM 6-INCH SEPARATION BETWEENRED DATA CABLING AND ALL OTHERCOMMUNICATIONS CABLING.

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& M

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0 4' 8' 16'

SCALE:1/8"=1'

N

1

SECOND FLOOR TELECOMMUNICATIONSPLAN

KEYED NOTES:

COVER TWO WALLS WITH RIGIDLY-FIXED, 3/4-INCH A-C PLYWOODBACKBOARD. BACKBOARD SHALL BEVOID-FREE, FIRE-RATED (NO FIRE-RETARDANT PAINT) AND SHALLEXTEND FROM 0'-6" AFF TO 8'-6" AFF.

1

1

WALL PHONE FACEPLATE1

BMODULAR JACK

COMMUNICATIONS - MODULAR JACK AND CABLING FACEPLATE INFORMATION SCHEDULE

CABLINGDESIGNATOR

A

APPEARANCE

CAT 6 RJ-45 DATA

COLOR COLOR

4-PAIR CATEGORY 6 UTPBLUE BLUE

B CAT 5 RJ-45 VOICE 4-PAIR CATEGORY 5 UTPWHITE WHITE

D BLANK PORT COVER N/AMATCHFACEPLATE

N/A

C CATV F-TYPECONNECTOR

RG-6 COAX CABLINGN/A BLACK

E CAT 6 RJ-45 DATA(SHIELDED)

4-PAIR CATEGORY 6(FOIL SHIELDED-TWISTEDPAIR)

RED RED

COMMUNICATIONS WALL FACEPLATE2

A A

D D

D D


A A

B D

D D


A A

A A

D D

CATV WALL FACEPLATE5

C

AUDIO/VISUAL WALL FACEPLATE.REFER TO DETAIL A6 ON SHEET T-501 FORMORE INFORMATION.

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NOTES:

1. SEE DRAWING T-001 FOR COMMUNICATIONSLEGEND, ABBREVIATIONS AND GENERAL NOTES.

2. THIS DRAWING SHALL BE READ IN CONJUNCTIONWITH ALL OTHER CONTRACT DOCUMENTS.

3. CONTRACTOR SHALL INSTALL ALL CONDUITS WITHPULL STRINGS TO FACILITATE FUTRE CABLEADDITIONS.

NOT TO SCALED1 COMM OUTLET TYPE 1NOT TO SCALED3 COMM OUTLET TYPE 2

NOT TO SCALED5 COMM OUTLET TYPE 3

NOT TO SCALEA1 COMM OUTLET TYPE 4NOT TO SCALEA3 COMM OUTLET TYPE 5

NOT TO SCALEA7 COMM OUTLET TYPE AV

CABLE TRAY

INSULATED BUSHING

RIGID METALLIC CONDUIT

CABLE TRAY CLAMP, STEEL AND/OR MALLEABLE IRON.FOR PERPENDICULAR (90 DEGREES) CONNECTION, USETYPE SIMILAR TO THAT SHOWN. FOR CONNECTION ATANGLES OTHER THAN 90 DEGREES, USE SWIVEL-TYPE CLAMPS.

MIN 5/8"THREADED ROD

TYPICAL FRAMING CHANNEL SUPPORT,UNLESS DIRECTED OTHERWISE BY TRAYMANUFACTURER

MAXIMUM DISTANCE BETWEENSUPPORTS SHALL BE 8' (UON)

PAIR

1

T568B

PAIR

PIN

5T1

5432 876

3T3

R4T4R3

876

R1T2R2

412

412PAIR

3

PAIR

PAIRID #

3/4" CONDUIT TO WALLOUTLET OR POWER SOURCE

1-1/4" AV CONDUIT

1-1/4" VOICE/DATA CONDUIT

CONTINUE VOICE/DATA CONDUITTO NEAREST CABLE TRAY

AV BOX

FLOOR BOX

BRIEF OR CONFERENCE ROOM CENTER TABLE COMPUTER TABLE

COMPUTER TABLE AV BOX INBRIEF ROOMS ONLY

AV

AV

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SHEET OF

6 7 8 9

DAT

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FILE:DATE:

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LEGEND:CPP48 48 PORT UTP CAT 6 PATCH PANELSPP48 48 PORT SHIELDED CAT 6 PATCH PANELCM 2U HORIZONTAL CABLE MANAGEMENTPET PROTECTED ENTRANCE TERMINALS110 TYPE 110 TERMINATION BLOCKS50PR 50 PAIR CAT 3 CABLE200PR 200 PAIR CAT 3 CABLE0SP200PR OUTSIDE PLANT 200 PAIR CABLE (ICEA S-80-576)

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COMM ROOM 122 - OUTLET SCHEDULEROOM OUTLET

NO. NAME TYPE QUANTITY

100 VEST. 1 1103 CORR 1 3104 SCHED. 3 2105 SITE MANAGER 3 2106 COR OFFICE 3 2107 COPY/FAX 2 3114 PART TASK TRAINER 2 5116 SIM MX/PARTS 2 4118 UPS 1 1119 ELEC 1 1121 FIRE PUMP ROOM 1 1123 SIMULATOR BAY 1 1125 COMPUTER 1 1200 LOBBY 1 1203 BRIEF 2 1203 BRIEF FB1 1204 BRIEF 2 1204 BRIEF FB1 1205 BRIEF 2 1205 BRIEF FB1 1209 LEARNING CENTER 2 2209 LEARNING CENTER 4 2210 CORR 1 2212 INSTRUCTORS 3 12215 LARGE BRIEF 2 1215 LARGE BRIEF FB1 1216 LARGE BRIEF 2 1216 LARGE BRIEF FB1 1217 BRIEF 2 1217 BRIEF FB1 1218 BRIEF 2 1218 BRIEF FB1 1219 BRIEF 2 1219 BRIEF FB1 1

COMM ROOM 221 - OUTLET SCHEDULEROOM OUTLET


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PROVIDE (3) 4-INCHFLOOR SLEEVES INROOM 211

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104 SCHED. 5 1105 SITE MANAGER 5 1106 COR OFFICE 5 1108 BREAK 5 1203 BRIEF 5 1204 BRIEF 5 1205 BRIEF 5 1215 LARGE BRIEF 5 1216 LARGE BRIEF 5 1217 BRIEF 5 1218 BRIEF 5 1219 BRIEF 5 1

NOTE: PROVIDE RG-6 COAXIAL CABLE IN 1-INCH EMTCONDUIT FROM EACH OUTLET BACK TO COMM 107AND TERMINATE AT CABLE TV SERVICE PROVIDERDEMARCATION POINT.

large airframe two-bay flight simulator definitive design ... · b copyright c 2013 burns and mc...

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