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APRIL 2013
DEFINITIVE SUBMITTAL SOLICITATION NO. (TO BE DETERMINED)CADD CODE:
COUNTYSTATE
FOR REVIEW ONLY
4/10/2013 11:46:34 AM
FUSELAGE TRAINERDEFINITIVE DESIGN(PROJECT NO. AMC140001-FUT)BASE X, CONUS
MB13EP14
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 4:33:36 PM
KC-46A FUSELAGE TRAINERDEFINITIVE DESIGN
BASE X, CONUS
4/17/2013
SHT.NO. ARCHITECTURAL
A-001 ARCHITECTURAL LEGEND/ABBREVIATION AND GENERAL NOTESA-101 LIFE SAFETY PLANA-111 FLOOR PLANA-121 REFLECTED CEILING PLANA-130 ROOF PLANA-200 EXTERIOR BUILDING ELEVATIONSA-201 EXTERIOR BUILDING ELEVATIONSA-300 BUILDING SECTIONSA-310 WALL SECTIONSA-400 ENLARGED BREAK ROOM / TOILET PLAN & ELEVATIONSA-421 OUTDOOR CARGO SUPPORT STRUCTURE PLANA-422 OUTDOOR CARGO SUPPORT STRUCTURE ELEVATIONSA-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 PLANA-711 SIGNAGE SCHEDULE & DETAILSA-800 PERSPECTIVESA-820 TYPICAL ACCESSIBILITY DETAILSA-830 PARTITION TYPESA-831 PARTITION TYPES DETAILSA-840 TYPICAL PENETRATION DETAILSA-850 MISCELLANEOUS DETAILSA-851 MISCELLANEOUS DETAILSA-852 MISCELLANEOUS 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 LOADING 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 EXTERIOR STUD WALL WALL DETAILSS-014 STANDARD MASONRY VENEER DETAILSS-015 TYPICAL ATFPS-100 FOUNDATION AND SLAB ON GRADE PLANS-101 ROOF FRAMING PLANS-102 HIGH ROOF FRAMING PLANS-200 FRAMING ELEVATIONS-201 FRAMING ELEVATIONS-202 FRAMING ELEVATIONS-300 FOUNDATION DETAILSS-400 OUTDOOR CARGO SUPPORT FOUNDATION AND SLAB PLANS-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-111 ELECTRICAL LIGHTING PLAN FIRST FLOORE-421 CARGO SUPPORT STRUC. POWER & LIGHTINGE-501 ELECTRICAL DETAILSE-502 ELECTRICAL DETAILSE-611 LIGHT FIXTURE SCHEDULEE-701 ELECTRICAL ONE-LINE DIAGRAMT-001 TELECOMMUNICATIONS LEGENDT-101 TELECOMMUNICATIONS PLAN FIRST FLOORT-501 TELECOMMUNICATIONS DETAILST-502 TELECOMMUNICATIONS DETAILST-701 TELECOMMUNICATIONS SCHEDULE/RISER
SHT.NO. MECHANICAL
M-001 MECHANICAL LEGEND AND ABBREVIATIONSM-101 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 PLUMBING PLANP-401 ENLARGED PLUMBING PLANP-501 PLUMBING DETAILSP-502 PLUMBING DETAILSP-601 PLUMBING SCHEDULESP-901 DOMESTIC WATER RISER DIAGRAMSP-902 WASTE AND VENT RISER DIAGRAMS
SHT.NO. FIRE PROTECTION
FA-001 FIRE ALARM SYMBOLS, LEGEND AND ABBREVIATIONSFA-101 FIRE ALARM AND MASS NOTIFICATION PLANFA-501 FIRE ALARM DETAILSFA-601 FIRE ALARM RISERFA-602 FIRE ALARM MATRIXFP-001 FIRE SUPPRESSION RISERS, NOTES AND SYMBOLSFP-101 FIRE SUPPRESSION PLAN
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COPYRIGHT © 2013 BURNS AND MCDONNELL ENGINEERING COMPANY, INC.
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1308' ± TO RUNWAY
CENTERLINE
(SEE NOTE 3)
75' ATFP SETBACK
(SEE NOTE 1)
50' FIRE STANDOFF
(SEE NOTE 4)
17 POV PARKING SPACES
(SEE NOTE 10)
24.00'
18.00'
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COVERED LOADING
DOCK STRUCTURE
CONCRETE
HARDSTAND
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DUMPSTER PAD
AND SCREEN WALL
(SEE NOTE 1-B)
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8.00'
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VEHICULAR
TRAFFIC BARRIER
STOP SIGN
HANDICAP ACCESSIBLE
PARKING SIGN (TYP 2)
HANDICAP
ACCESSIBLE
RAMP
28.00'
LEGEND:
CURB AND GUTTER
CONCRETE PARKING LOT AND ROADWAY
CONCRETE SIDEWALK
CHAINLINK SECURITY FENCE
REMOVABLE BOLLARD
TRAFFIC SIGN
SEE
NOTE 9
SEE NOTE 7
SEE NOTE 7
CHAINLINK SECURITY FENCE
(SEE NOTE 5)
SLIDING
VEHICULAR GATE
(SEE NOTE 5)
CURB AND GUTTER
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 44' 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 2.75 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. AT THE TRAFFIC ARM, PROVIDE A PEDESTAL FOR INTERCOM AND CARD
READER ON DRIVER SIDE OF ROADWAY. PEDESTAL INTERCOM STATION
SHALL INCLUDE PUSH-TO-TALK BUTTON WITH MICROPHONE/SPEAKER AND
CAMERA AT PEDESTAL. REMOTE INTERCOM STATION SHALL INCLUDE
PUSH-TO-TALK BUTTON WITH MICROPHONE/SPEAKER AND CAMERA DISPLAY.
DETERMINE REMOTE INTERCOM STATION LOCATION WITH BASE SECURITY.
PROVIDE A CONDUIT FROM THE REMOTE INTERCOM STATION TO THE
PEDESTAL INTERCOM STATION. PROVIDE A SEPARATE CONDUIT FROM THE
ACCESS CONTROL PANEL LOCATION IN THE MAIN ELECTRICAL ROOM TO THE
PEDESTAL. CONDUITS SHALL BE 1 1/2-INCH PVC CONDUIT BURIED 18-INCHES
BELOW GRADE. ROUTE ALL CONDUITS TO COMMON HANDHOLE NEAR
PEDESTAL. CONFIRM REQUIREMENTS WITH BASE SECURITY.
10. BOLLARDS AND BARRIERS SHALL MEET REQUIREMENTS DESCRIBED IN UFC
4-010-01 (FEB 2012).
11. ALL PARKING SHALL MEET REQUIREMENTS DESCRIBED IN MIL-HDBK-1190,
TABLE 3.1 (SEPT 1987).
12. SEE DESIGN ANALYSIS FOR ADDITIONAL DETAILS.
DEFINITIVE DESIGN NOTES
MECHANICAL
EQUIPMENT YARD
(SEE NOTE 1-B)
10' WIDE
VEHICULAR
SIDEWALK
1
0
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0
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2
3
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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. 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.
F. 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.G. 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. 3-TON FORK LIFT IN FUSELAGE BAY.
2. ROOF LIVE LOADa. 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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J. METAL BUILDING SYSTEMS: SECTION 13 34 191. METAL BUILDING SYSTEM SHALL BE PROVIDED BY A MANUFACTURER WHO IS MEMBER
OF MBMA AND HOLDS AN AISC CATEGORY MB CERTIFICATION.2. METAL BUILDING SYSTEM SHALL BE INSTALLED BY A QUALIFIED ERECTOR WHO IS
ACCEPTABLE TO THE MANUFACTURER.3. METAL BUILDING SYSTEM SHALL BE PROVIDED AS DELEGATE-ENGINEERED SYSTEM IN
ACCORDANCE WITH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS.4. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND COMPLETE STRUCTURAL
DESIGN ANALYSIS OF THE METAL BUILDING SYSTEM, INCLUDING DEVELOPMENT OFLOADS, DESCRIPTION OF INDIVIDUAL AND COMBINED LOAD CASES, DESCRIPTION OFMATERIALS, COMPARISON OF PERMITTED STRESSES VERSUS COMPUTED STRESSES,CALCULATION OF DEFLECTIONS, ANCHOR BOLT LAYOUT, AND FOUNDATIONREACTIONS. METAL BUILDING SYSTEM MANUFACTURER SHALL SUBMIT SERVICE(UNFACTORED) REACTIONS AT EACH COLUMN BASE ALL THREE PRINCIPLEDIRECTIONS (VERTICAL AND SHEAR) FOR EACH PRIMARY (NOT COMBINED) LOAD TYPE(SUCH AS, DEAD, LIVE, LIVE ROOF, COLLATERAL, WIND, SEISMIC) SO THE FOUNDATIONDESIGNER CAN APPLY LOAD FACTORS AND FORM COMBINATIONS APPROPRIATE FORCONCRETE DESIGN.
5. CALCULATIONS AND SHOP DRAWINGS SHALL BEAR THE SEAL OF A LICENSED PROFESSIONAL ENGINEER.
6. SHOP DRAWING APPROVAL SHALL BE OBTAINED PRIOR TO PLACING ANY FOUNDATIONSOR FABRICATION OF FOUNDATION REINFORCING STEEL.
7. METAL BUILDING SYSTEM MANUFACTURER SHALL DESIGN THE BUILDING STRUCTUREFOR THE LOADS SHOWN IN THE "DESIGN LOADS" NOTES IN ACCORDANCE WITH THE"DESIGN STANDARDS" LISTED. ALL LOADS SHOULD BE CONSIDERED MINIMUMS AND ARESUBJECT TO VERIFICATION AND COORDINATION BY THE METAL BUILDING SYSTEMMANUFACTURER AND THE CONTRACTOR. IF ACTUAL LOADS OF THE ITEMS ARE HIGHERTHAN THOSE SHOWN IN "DESIGN LOADS" NOTES, THE HIGHER LOADS SHALL BE USED.
8. COMPUTE AND APPLY WIND PRESSURES AS SPECIFIED IN "DESIGN LOADS".9. FOUNDATIONS HAVE BEEN DESIGNED FOR ASSUMED METAL BUILDING SYSTEM COLUMN
REACTIONS AND COLUMN BASE PLATE REQUIREMENTS. IF THE METAL BUILDING SYSTEMCOLUMN REACTIONS ARE LARGER THAN THE ASSUMED REACTION, ANCHOR BOLTSDIFFER FROM THOSE ARE SUBJECT TO VERIFICATION AND COORDINATION BY THE METALBUILDING SYSTEM MANUFACTURER AND THE CONTRACTOR. THE FOUNDATIONS NEED TOBE CHECKED AND POSSIBLY REDESIGNED.
10. METAL BUILDING SYSTEM SHALL BE A PIN-BASED STRUCTURE SO THAT ONLY VERTICALAND HORIZONTAL FORCES ARE TRANSMITTED TO THE FOUNDATION. THE STRUCTURESHALL NOT TRANSMIT MOMENTS IN ANY DIRECTION TO THE FOUNDATION.
11. PROVIDE ANCHOR BOLTS OF SIZE AND NUMBER AND AT LOCATIONS REQUIRED METALBUILDING SYSTEM MANUFACTURER. OBTAIN PRIOR APPROVAL OF ENGINEER IF THESEADJUSTMENTS REQUIRE CHANGING ANY STRUCTURAL DIMENSIONS OR DETAILS.
12. ALL PRIMARY FRAMING CONNECTIONS SHALL HAVE FULLY TENSIONED HIGH STRENGTHBOLTS.
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. ALL STEEL DECK AND DECK ATTACHMENTS SHALL BE CAPABLE OF RESISTING THE WIND
UPLIFT LOADS INDICATED ON THE CONTRACT DRAWINGS AND A SERVICEDIAPHRAGM SHEAR OF 350 PLF.
4. ALL STEEL DECK SHALL CROSS A MINIMUM OF TWO SPANS. MINIMUM LENGTH OF ENDLAPS AND BEARING AT ALL SUPPORTS SHALL BE 2".
5. 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.
6. 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
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
VIEW TITLE
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SHEETREFERENCE
NUMBER:
CO
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T ©
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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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APPLIED TO BOTH SIDES BUT NOT SIMULTANEOUSLY
3H
3H
OVERHANG1' - 1"
A
2H
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A
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AA
A
A
A
A TYP
A TYP
A
A
A=4.8'
A
A
A
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AA
A
2A
2A
A
2A
A
A
4A
4A
A=4.8'
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14(8
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NUMBER:
CO
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A8 WIND ISO OVERHANG & NOTES
D5 WIND LOAD DIAGRAM NORTHEASTD1 WIND LOAD DIAGRAM SOUTHWEST
1
1
1
1
2
2
2
2
3
3
3
4
54
2'
1
2'
3'
5
3'
5
4
5
4
4 5
5
3
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2'
5
4
5
4
5
5
4
3
DESIGN WIND PRESSURES
WINDZONE
COMPONENTS &CLADDING PURLINS GIRTS
MAX MIN MAX MIN MAX MIN1 +12.5 -23.6 +8.8 -23.6 - -2 +12.5 -34.6 +8.8 -25.4 - -3 +12.5 -47.9 +8.8 -40.1 - -4 +21.7 -23.6 - - +18.0 -19.95 +21.7 -29.1 - - +18.0 -22.7
2H +12.5 -43.8 +12.5 -43.8 - -3H +12.5 -68.1 +12.5 -49.3 - -2' +8.8 -32.8 +7.0 -30.9 - -3' +8.8 -51.2 +7.0 -32.8 - -
2
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
CONCRETE FOOTINGOR FOUNDATION
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
CONCRETE FOOTINGOR FOUNDATION
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
BUR
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SHEETREFERENCE
NUMBER:
CO
PYR
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T ©
201
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FILE:DATE:
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B. B
RET
TMAN
N
KC-
46A
FUSE
LAGE
TRA
INER
DEFI
NITI
VE D
ESIG
NBA
SE X
, CON
US
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
SEE CORNER REINFORCEMENT NOTE 2
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
SEE CORNER REINFORCEMENT NOTE 1
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
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
US ARMY CORPSOF ENGINEERS ®
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
NOT FOR CONSTRUCTIONDEFINITIVE DESIGN
As in
dica
ted
4/15/2013 1:54:44 PM
B. B
RET
TMAN
N
C. M
CG
EE
-
4/17
/201
3
EP14
S-00
7
S-007
STAN
DAR
D C
ON
CR
ETE
DET
AILS
4/17
/201
3B.
BR
ETTM
ANN
KC-
46A
FUSE
LAGE
TRA
INER
DEFI
NITI
VE D
ESIG
NBA
SE X
, CON
US
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)
SEE SLAB JOINT DETAIL
1/8" TO 1/4" SEALED(SAWED OR FORMED)
SEE SLAB JOINT DETAIL
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
REINFORCING PERPLANS, CUT AT JOINT
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.
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
US ARMY CORPSOF ENGINEERS ®
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
NOT FOR CONSTRUCTIONDEFINITIVE DESIGN
As in
dica
ted
4/15/2013 1:54:50 PM
B. B
RET
TMAN
N
C. M
CG
EE
-
4/17
/201
3
EP14
S-00
8
S-008
STAN
DAR
D S
LAB
ON
GR
ADE
DET
AILS
4/17
/201
3B.
BR
ETTM
ANN
KC-
46A
FUSE
LAGE
TRA
INER
DEFI
NITI
VE D
ESIG
NBA
SE X
, CON
US
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
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
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
US ARMY CORPSOF ENGINEERS ®
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
NOT FOR CONSTRUCTIONDEFINITIVE DESIGN
As in
dica
ted
4/15/2013 1:54:55 PM
B. B
RET
TMAN
N
C. M
CG
EE
-
4/17
/201
3
EP14
S-00
9
S-009
STAN
DAR
D S
TEEL
DET
AILS
4/17
/201
3B.
BR
ETTM
ANN
KC-
46A
FUSE
LAGE
TRA
INER
DEFI
NITI
VE D
ESIG
NBA
SE X
, CON
US
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 EXCEED 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
E AR
ING
SEA
T
DEA
PTH
PER
PLA
N
4 1 /
4" B
E AR
ING
SEA
T
SPAN PER PLAN
PER PLAN
OVERHANG
123
TYPICAL JOIST PROFILENOT TO SCALE
GRID GRID
4 1/
4" B
E AR
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
NOTE: W2, W3, AND W4 SNOW LOADS SHALL BE USED SIMULTANEOUSLY BUT NOT IN COMBINATION WITH W1 SNOW LOADS.
DCL SUPPORT CL SUPPORT
W1
C A
W3
W4
B
P1 ANYWHERE ALONG SPAN
LOADING DIAGRAM FOR DOUBLE PITCHED ROOF JOISTNOT TO SCALE
W2
BUR
NS
& M
cDO
NN
ELL
9400
WAR
D P
ARKW
AYKA
NSA
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ITY,
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641
14(8
16) 3
33-9
400
US ARMY CORPSOF ENGINEERS ®
51
D
2 3
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DAT
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PR.
DR
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E:
DR
AWN
BY:
DES
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SHEETREFERENCE
NUMBER:
CO
PYR
IGH
T ©
201
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CD
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NEL
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GIN
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ING
CO
MPA
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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
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, ALA
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CH
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NOT FOR CONSTRUCTIONDEFINITIVE DESIGN
As in
dica
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4/15/2013 1:55:03 PM
B. B
RET
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C. M
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-
4/17
/201
3
EP14
S-01
0
S-010
STAN
DAR
D J
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LS4/
17/2
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B. B
RET
TMAN
N
KC-
46A
FUSE
LAGE
TRA
INER
DEFI
NITI
VE D
ESIG
NBA
SE X
, CON
US
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)
10K1SP 10' - 4" 12 20 25 8 25 - - - 300 5'-2" - - -12K1SP 15' - 6" 12 20 25 8 25 - - - 300 7'-9" - - -14K1SP 18' - 4" 12 20 25 8 10 - 27.6 - 300 15'-0" - - 6'-5"16K4SP 20' - 8" 12 20 25 8 7.5 25 - 13 300 10'-4" 8'-0" 10'-4" - SEE NOTE 818K9SP 25' - 10" 12 20 25 8 7.5 25 - 13 300 12'-11" 8'-0" 12'-11" - SEE NOTE 826K6SP 36' - 8" 12 20 25 8 10 - 27.6 - 300 15'-0" - - 6'-5"
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)
48' - 4" 12 20 25 8 7.5 25 13 300 12'-1" 8'-0" 12'-1" 48'-4"
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
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
US ARMY CORPSOF ENGINEERS ®
51
D
2 3
C
4
A
B
DAT
EAP
PR.
DR
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G C
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E:
DR
AWN
BY:
DES
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CH
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D B
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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
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, ALA
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EER
/AR
CH
ITEC
T
MOBILE DISTRICT
NOT FOR CONSTRUCTIONDEFINITIVE DESIGN
12"
= 1
'-0"
4/15/2013 1:56:21 PM
B. B
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EE
-
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/201
3
EP14
S-01
1
S-011
STAN
DAR
D E
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KC-
46A
FUSE
LAGE
TRA
INER
DEFI
NITI
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NBA
SE X
, CON
US
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
BUR
NS
& M
cDO
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ELL
9400
WAR
D P
ARKW
AYKA
NSA
S C
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MO
641
14(8
16) 3
33-9
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US ARMY CORPSOF ENGINEERS ®
51
D
2 3
C
4
A
B
DAT
EAP
PR.
DR
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DR
AWN
BY:
DES
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D B
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SCAL
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SHEETREFERENCE
NUMBER:
CO
PYR
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T ©
201
3 BU
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S AN
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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
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, ALA
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GIN
EER
/AR
CH
ITEC
T
MOBILE DISTRICT
NOT FOR CONSTRUCTIONDEFINITIVE DESIGN
1 1
/2" =
1'-0
"
4/15/2013 1:56:25 PM
B. B
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/201
3
EP14
S-01
2
S-012
STAN
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DET
AILS
4/17
/201
3B.
BR
ETTM
ANN
KC-
46A
FUSE
LAGE
TRA
INER
DEFI
NITI
VE D
ESIG
NBA
SE X
, CON
US
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
HORIZ 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
BUR
NS
& M
cDO
NN
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9400
WAR
D P
ARKW
AYKA
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S C
ITY,
MO
641
14(8
16) 3
33-9
400
US ARMY CORPSOF ENGINEERS ®
51
D
2 3
C
4
A
B
DAT
EAP
PR.
DR
AWIN
G C
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E:
DR
AWN
BY:
DES
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CH
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SCAL
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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
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JEC
T EN
GIN
EER
/AR
CH
ITEC
T
MOBILE DISTRICT
NOT FOR CONSTRUCTIONDEFINITIVE DESIGN
As in
dica
ted
4/15/2013 1:56:28 PM
B. B
RET
TMAN
N
C. M
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EE
-
4/17
/201
3
EP14
S-01
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S-013
EXTE
RIO
R S
TUD
WAL
L W
ALL
DET
AILS
4/17
/201
3B.
BR
ETTM
ANN
KC-
46A
FUSE
LAGE
TRA
INER
DEFI
NITI
VE D
ESIG
NBA
SE X
, CON
US
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 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
ARC
H 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 L5X5X1/2
3/16 4-123/16 4-12
HSS PER PLANSAND ELEVATIONS
CONT L7X4X1/2
2' - 8"
8" T
YP
123
HSS
3/16 4-123/16 4-12
L7X4X1/2
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
BRICK VENEER
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
US ARMY CORPSOF ENGINEERS ®
51
D
2 3
C
4
A
B
DAT
EAP
PR.
DR
AWIN
G C
OD
E:
DR
AWN
BY:
DES
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ATE:
CH
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D B
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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
NOT FOR CONSTRUCTIONDEFINITIVE DESIGN
As in
dica
ted
4/15/2013 1:56:31 PM
B. B
RET
TMAN
N
C. M
CG
EE
-
4/17
/201
3
EP14
S-01
4
S-014
STAN
DAR
D M
ASO
NR
YVE
NEE
R D
ETAI
LS4/
17/2
013
B. B
RET
TMAN
N
KC-
46A
FUSE
LAGE
TRA
INER
DEFI
NITI
VE D
ESIG
NBA
SE X
, CON
US
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" ± M
A 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
NS
& M
cDO
NN
ELL
9400
WAR
D P
ARKW
AYKA
NSA
S C
ITY,
MO
641
14(8
16) 3
33-9
400
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DAT
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DR
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BY:
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SHEETREFERENCE
NUMBER:
CO
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T ©
201
3 BU
RN
S AN
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ON
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NY,
INC
.
SHEET OF
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BOL
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FILE:DATE:
U.S
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BILE
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BAM
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MOBILE DISTRICT
NOT FOR CONSTRUCTIONDEFINITIVE DESIGN
As in
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3
EP14
S-01
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S-015
TYPI
CAL
ATF
P4/
17/2
013
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RET
TMAN
N
KC-
46A
FUSE
LAGE
TRA
INER
DEFI
NITI
VE D
ESIG
NBA
SE X
, CON
US
ATFP WINDOW FRAMING CONDITION - STUDWALL
ATFP 4X6 OPENING
1 2 3 4 5 6 7
A
B
C
G
E
D
F
22' - 6" 22' - 6" 22' - 6" 22' - 6" 22' - 6" 22' - 6"
5' -
2"19
' - 0
"19
' - 0
"5'
- 2"
15' -
0"
21' -
8"
F1
F1F1
F6F7
F5F7
F1F1F2F2
F4
F1F1
F7
F7
F1F3 F3
F1 F1 F4
D3S-300
C1
C1C1 C1
C1 C1 C1
C1
C1
C1
C1C1C1C1
C1C1
C1
C3
C3 C3
C3 C3
C3
C3
WF1
WF1
WF1 WF1 WF1 WF1 WF1 WF1
WF1
WF1
WF1
WF1
WF1
WF1
WF1WF1WF1WF1
WF1
WF1
2' -
1"
2' - 1"
24' -
2"
24' -
2"
2' - 1"
2' - 1"
2' -
1"
15' - 6" 7' - 0"
14' -
8"
7' -
0"1' - 8"
1' - 8"
1' -
8"
NOTE 9, TYP
NOTE 12, TYP
NOTE 4
NOTE 3 NOTE 2
D3S-300
D3S-300
D3S-300
D3S-300
D3S-300
D1S-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"
2' -
1"
F1C2
WF1
TOF EL 99' - 0"TOF EL 99' - 0"TOF EL 99' - 0"TOF EL 99' - 0"
TOF EL 99' - 0"
F1
F1
F1
F1 F1
30' - 3" 22' - 11"
14' - 8"
11' -
9 1
/2"
11' -
9 1
/2"
11' -
9 1
/2"
F1
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 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. SLAB ON GRADE AT OFFICE/CLASSROOM/COMPUTER ROOM SHALLBE 4 INCH THICK CONCRETE SLAB REINFORCED WITH 6X6:W2.9XW2.9WWF ON 10 MIL VAPOR BARRIER ON 4 INCH THICK AGGREGATEBASE COURSE.
3. SLAB ON GRADE AT MECHANICAL/ELECTRICAL ROOMS ROOM SHALLBE 6 INCH THICK CONCRETE SLAB REINFORCED WITH 6X6:W2.9XW2.9WWF ON 10 MIL VAPOR BARRIER ON 4 INCH THICK AGGREGATE BASECOURSE.
4. FUSELAGE TRAINER ROOM. ROOM SHALL BE 8 INCH THICKCONCRETE SLAB REINFORCED WITH #4 BARS AT 18 INCHES ONCENTER EACH WAY ON 10 MIL VAPOR BARRIER ON 4 INCH THICKAGGREGATE BASE COURSE.
5. XX INDICATES BRACES BAY LOCATIONS. SEE BUILDING ELEVATIONS FOR GEOMETRY.6. F#, WF#, AND C# INDICATES FOOTING TYPE, WALL FOOTING TYPE,
AND COLUMN, SEE FOUNDATION SCHEDULES AND FOR COLUMNSCHEDULE THIS DRAWING.
7. GROUND FLOOR DATUM ELEVATION 100.00. TOP OF FOOTINGELEVATION 97'-6" TYPICAL UNO.
8. PROVIDE #4 X 4’-0” CENTERED IN SLAB AT RE-ENTRANT CONRERSAND DISCONTINUOUS JOINTS.
9. AT EXTERIOR DOORS, USE #4 BARS AT SLAB.10. SEE ARCHITECTURAL AND CIVIL DRAWINGS FOR EXTERIOR
SIDEWALKS, PAVING, AND STOOPS.11. SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR LOCATIONS AND
SIZES OF EQUIPEMENT PADS, SEE DRAWING S-004 FOR TYPICAL PADDETAIL.
12. SLAB ON GRADE CONTROL JOINTS AND CONSTRUCTION JOINTS, SEETYPICAL DETAILS ON DRAWING S-006. SLAB ON GRADECONSTRUCTION JOINT LAYOUTS TO BE DETERMINED BY THECONTRACTOR AND REVIEWD AND APPROVED BY THE CONTRACTINGOFFICER. COORDINATE JOINTS AROUND FINAL IN-SLAB UTILITYTRENCH LAYOUTAND SIMULATOR FOUNDATIONS. CONTRACTOR TOSUBMIT SLAB PLACEMENT PLAN AND PROCEDURES FOR REVIEW ANDAPPROVAL.
1'-4"1'-4"
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
US ARMY CORPSOF ENGINEERS ®
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
NOT FOR CONSTRUCTIONDEFINITIVE DESIGN
As in
dica
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4/15/2013 1:56:38 PM
B. B
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3
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S-10
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S-100
FOU
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ATIO
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B O
NG
RAD
E PL
AN4/
17/2
013
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KC-
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FUSE
LAGE
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INER
DEFI
NITI
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NBA
SE X
, CON
US
B1 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 BOTTF2 7' - 0" 7' - 0" 3' - 0" 7-#7 EWF3 8' - 0" 8' - 0" 3' - 0" 8-#7 EW BOTTF4 18' - 0" 13' - 0" 4' - 0" #7 @ 12" OCF5 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 EW
COLUMN SCHEDULEID COLUMN SIZE ANCHORAGE BASE PLATE TYPEC1 W18X106C2 W10X49C3 W10X33C4 HSS8X8X1/4
WALL FOOTING SCHEDULEID WIDTH THICKNESS REINFORCING
WF1 2' - 6" 1' - 0" 3-#5 CONT
1 2 3 4 5 6 7
A
B
C
G
E
D
F
W18X40 W18X40 W18X40 W18X40 HSS8X8X1/2
HSS6X6X1/2
HSS8X8X1/2 HSS8X8X1/2 HSS8X8X1/2 HSS8X8X1/2 HSS8X8X1/2 HSS8X8X1/2
HSS
8X8X
1/2
HSS
8X8X
1/2
HSS6X6X1/2
W14
X34
W14
X34
W14X34 W16X36 W16X36 W16X36
W14
X34
W14
X34
26K
6SP
26K
6SP
26K
6SP
26K
6SP
HSS
4X4X
1/4
HSS
4X4X
1/4
22' - 6" 22' - 6" 22' - 6" 22' - 6" 22' - 6" 22' - 6"135' - 0"
5' -
2"19
' - 0
"19
' - 0
"5'
- 2"
15' -
0"
21' -
8"
85' -
0"
5EQ SP
22' - 6"
5EQ SP
22' - 6"
5EQ SP
22' - 6"
5EQ SP
22' - 6"
JOIST BEARING EL=123'-2"
NOTE 4
26K
6SP
26K
6SP
26K
6SP
26K
6SP
26K
6SP
26K
6SP
26K
6SP
26K
6SP
26K
6SP
26K
6SP
26K
6SP
26K
6SP
26K
6SP
26K
6SP
26 K
6SP
NOTE 6
4' -
5" O
V ER
HA N
G
JOIST BEARING EL=114'-0"
90' - 0"
D7S-500
D3S-500
5' - 0" 17' - 6"
HSS
4X4X
1/4
14K
1SP
14K
1SP
14K
1SP
14K
1SP
W14
X30
W14X38
W18X40
D1S-500
18' - 2" 4' - 4"
JOIST BEARING EL=119'-5"
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 ROOFVARIES WITH SLOPE, SEE PLANS AND ELELVATIONS FORJOIST BEARING AND STEEL ELEVATIONS.
3. XX INDICATES BRACES BAY LOCATIONS. SEE BUILDINGELEVATIONS FOR GEOMETRY.
4. ROOF DECK IS 1-1/2 INCH DEEP BY 20 GAGE TYPE B ROOFDECK, SEE GSN.
5. SEE DRAWING S-011 FOR TYPICAL ROOF OPENINGFRAMING.
6. JOIST BRIDGING PER MANUFACTURERS REQUIREMENTS,TYPICAL. THE STEEL JOIST SUPPLIER SHALL PROVIDE ALLNECESSARY JOIST BRIDING AND MEANS OF ATTACHMENT.
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
US ARMY CORPSOF ENGINEERS ®
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
NOT FOR CONSTRUCTIONDEFINITIVE DESIGN
As in
dica
ted
4/15/2013 1:56:42 PM
B. B
RET
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EE
-
4/17
/201
3
EP14
S-10
1
S-101
RO
OF
FRAM
ING
PLA
N4/
17/2
013
B. B
RET
TMAN
N
KC-
46A
FUSE
LAGE
TRA
INER
DEFI
NITI
VE D
ESIG
NBA
SE X
, CON
US
B1 ROOF FRAMING PLAN0 4' 8' 16'
SCALE:1/8"=1'
1 2 3 4 5 6 7
A
B
C
G
E
D
F
5' - 3" OVERHANG 22' - 6" 22' - 6" 22' - 6" 22' - 6" 22' - 6" 22' - 6" 5' - 3" OVERHANG
48' -
4"
36' -
8"
HSS
4X4X
1/4
10K
1SP
12K
1SP
16K
4SP
HSS4X4X1/4
10K1SP
12K1SP
16K4SP
18K9SP
16K4SP
12K1SP
10K1SP
HSS4X4X1/4
HSS
4X4X
1/4 10K
1SP
12K
1SP
16K
4SP W
14X34
W14X34
HSS4X
4X1/4
HSS4X4X1/4
16K
4SP
12K
1SP
10K
1SP
HSS
4X4X
1/4 HSS4X4X1/4
10K1SP
12K1SP
16K4SP
18K9SP
16K4SP
12K1SP
10K1SP
HSS4X4X1/4 HSS
4X4X
1/4
10K
1SP
12K
1SP
16K
4SP
HSS4X
4X1/4
HSS4X4X1/4
W18X35
W21
X68
W18X35 W21X73
W18X46 W18X40
W18X40 W18X40
W18X40 W18X46
W21X73 W18X35
W18X35
W18
X40
W18
X40
T1 T1
OPEN WEB DOUBLEPITCH ROOF JOIST
5' -
2"19
' - 0
"19
' - 0
"5'
- 2"
15' -
0"
21' -
8"
LOW ROOFBELOW
5EQ SP
24' - 2" 2' - 10"
4EQ SP
18' - 0"
5EQ SP
22' - 6"
5EQ SP
22' - 6"
4EQ SP
18' - 0" 2' - 10"
5EQ SP
24' - 2"
5' -
3" O
VER
HA N
G24
' - 2
"24
' - 2
"5'
- 3"
OV
ERH
A NG
48' -
4"
NOTE 6
NOTE 4
JOIST BEARING EL=37'-0" TYP
B1S-500
B5S-500
B5S-500
B1S-500
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 ROOFVARIES WITH SLOPE, SEE PLANS AND ELELVATIONS FORJOIST BEARING AND STEEL ELEVATIONS.
3. XX INDICATES BRACES BAY LOCATIONS. SEE BUILDINGELEVATIONS FOR GEOMETRY.
4. ROOF DECK IS 1-1/2 INCH DEEP BY 20 GAGE TYPE B ROOFDECK, SEE GSN.
5. SEE DRAWING S-011 FOR TYPICAL ROOFOPENING FRAMING.
6. JOIST BRIDGING PER MANUFACTURERS REQUIREMENTS,TYPICAL. THE STEEL JOIST SUPPLIER SHALL PROVIDE ALLNECESSARY JOIST BRIDING AND MEANS OF ATTACHMENT.
7. SEE DRAWING S-XXX FOR TRUSS SECTIONS AND DETAILS.8. T1 INDICATES TRUSS TYPE, SEE DRAWING ____.
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
US ARMY CORPSOF ENGINEERS ®
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
NOT FOR CONSTRUCTIONDEFINITIVE DESIGN
As in
dica
ted
4/15/2013 1:56:44 PM
B. B
RET
TMAN
N
C. M
CG
EE
-
4/17
/201
3
EP14
S-10
2
S-102
HIG
H R
OO
F FR
AMIN
G P
LAN
4/17
/201
3B.
BR
ETTM
ANN
KC-
46A
FUSE
LAGE
TRA
INER
DEFI
NITI
VE D
ESIG
NBA
SE X
, CON
USB1 HIGH ROOF FRAMING PLAN0 4' 8' 16'
SCALE:1/8"=1'
TOC 100' - 0"
BCG E
24' - 2" 24' - 2" 15' - 0"
63' - 4"
HSS8X8X1/2
HSS8X8X1/2
W18X40 W18X40
HSS8X8X1/2
HSS8X8X1/2
HSS6X6X1/2 HSS6X
6X1/2
HSS8X8X1/2
HSS6X6X1/2 HSS6X6X1/2 HSS8X8X1/2
HSS6X6X1/2 HSS6X
6X1/2
W18
X106
W18
X106
W18
X106
TOS EL 114' - 0"
TOS EL 123' - 0"
TOS EL 137' - 0"
TOS EL 128' - 11"
BOS EL 134' - 11"
W14X30 HSS4X4X1/4
W10
X49
TOS EL 113' - 4"
TOS EL 119' - 9 3/8"
TOC 100' - 0"
ABC
W14X34
W14X34
HSS4X4X1/4
W10
X33
W10
X33
W18
X106
TOS EL 123' - 6 1/4"
TOS EL 114' - 4 1/4"
TOS EL 119' - 9 3/8"
15' - 0" 21' - 8"
36' - 8"
HSS6X6X1/2 HSS6X
6X1/2
HSS8X8X1/2
HSS
6X6X
1/2 HSS6X6X1/2
TOS EL 114' - 0" HSS8X8X1/2
TOS EL 113' - 4"
TOC 100' - 0"
ABC
W14X34
W14X34 HSS4X4X1/4
W10
X33
W10
X33
W18
X106
HSS
6X6X
1/2 HSS6X6X1/2
HSS8X8X1/2
HSS6X6X1/2 HSS6X
6X1/2
TOS EL 123' - 6 3/8"TOS EL 119' - 9 3/8"
TOS EL 114' - 4 1/4"
15' - 0" 21' - 8"
36' - 8"
TOS EL 114' - 0"
TOC 100' - 0"
CG DF
5' - 2" 38' - 0" 5' - 2"48' - 4"
W21X68 W18X35 W18X35
HSS6X6X1/2
HSS6X6X1/2
HSS6X6X1/2
HSS
6X6X
1/2
HSS
6X6X
1/2
HSS
6X6X
1/2
HSS12X8X1/2
HSS8X8X1/2
HSS
8X8X
1/4
HSS
8X8X
1/4
W18
X106
W18
X106
W18
X106
W18
X106
HSS6X6X1/2
HSS6X6X1/2
HSS6X6X1/2
HSS6X6X1/2
TOS EL 114' - 0"
TOS EL 123' - 0"
TOS EL 128' - 11"
TOS EL 134' - 11"TOS EL 137' - 0"
8" 36' - 8" 8"
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
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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CO
PYR
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T ©
201
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BAM
A
PRO
JEC
T EN
GIN
EER
/AR
CH
ITEC
T
MOBILE DISTRICT
NOT FOR CONSTRUCTIONDEFINITIVE DESIGN
1/8
" = 1
'-0"
4/15/2013 1:56:47 PM
B. B
RET
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N
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3
EP14
S-20
0
S-200
FRAM
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VATI
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4/17
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ETTM
ANN
KC-
46A
FUSE
LAGE
TRA
INER
DEFI
NITI
VE D
ESIG
NBA
SE X
, CON
US
D1 ELEVATION GRID 1 D5 ELEVATION GRID 2
A1 ELEVATION GRID 6 A5 ELEVATION GRID 7
0 4' 8' 16'
SCALE:1/8"=1'
0 4' 8' 16'
SCALE:1/8"=1'
0 4' 8' 16'
SCALE:1/8"=1'
0 4' 8' 16'
SCALE:1/8"=1'
TOC 100' - 0"
23456
W10
X33
W16X36
W10
X33
W16X36
W10
X33
W16X36
W10
X33
W14X34
HSS
6X6X
1/2
HSS6X6X1/2 W10
X33
22' - 6"22' - 6"22' - 6"22' - 6"
90' - 0"
TOS EL 114' - 0"
TOC 100' - 0"
1234567
HSS8X8X1/2
HSS8X8X1/2 W18X46 W18X35 W18X40 W18X40 W18X46 W18X35
W18X40 W18X40 W18X40 W18X40
HSS8X8X1/2 HSS8X8X1/2 HSS8X8X1/2 HSS8X8X1/2 HSS8X8X1/2 HSS8X8X1/2
W18
X106
W18
X106
W18
X106
W18
X106
W18
X106
W18
X106
W18
X106
22' - 6"22' - 6"22' - 6"22' - 6"22' - 6"22' - 6"
135' - 0"
HSS
6X6X
1/2
HSS6X6X1/2
HSS6X6X1/2 HSS6X6X1/2
HSS
6X6X
1/2
HSS6X6X1/2
HSS12X8X1/2
TOS EL 114' - 0"
BOS EL 123' - 9"
TOS EL 128' - 11"
BOS EL 134' - 11"TOS EL 137' - 0"
W18X40 HSS8X8X1/2TOS EL 123' - 2"
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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4
A
B
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EAP
PR.
DR
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DR
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BY:
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SHEETREFERENCE
NUMBER:
CO
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ON
NEL
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CO
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.
SHEET OF
6 7 8 9
DAT
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DES
CR
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ON
SYM
BOL
REV
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NS
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F
FILE:DATE:
U.S
. AR
MY
ENG
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R D
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CO
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, ALA
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EER
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CH
ITEC
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NOT FOR CONSTRUCTIONDEFINITIVE DESIGN
1/8
" = 1
'-0"
4/15/2013 1:56:50 PM
B. B
RET
TMAN
N
C. M
CG
EE
-
4/17
/201
3
EP14
S-20
1
S-201
FRAM
ING
ELE
VATI
ON
4/17
/201
3B.
BR
ETTM
ANN
KC-
46A
FUSE
LAGE
TRA
INER
DEFI
NITI
VE D
ESIG
NBA
SE X
, CON
US
E1 ELEVATION GRID A
A1 ELEVATION GRID C
0 4' 8' 16'
SCALE:1/8"=1'
0 4' 8' 16'
SCALE:1/8"=1'
TOC 100' - 0"
1234567
22' - 6"22' - 6"22' - 6"22' - 6"22' - 6"22' - 6"135' - 0"
HSS8X8X1/2
W18X40 W21X73 W18X35 W18X40 W21X73 W18X35
HSS8X8X1/2
HSS8X8X1/2 HSS8X8X1/2
HSS8X8X1/2 HSS8X8X1/2
HSS8X8X1/2
HSS8X8X1/2 HSS8X8X1/2 HSS8X8X1/2
HSS8X8X1/2
W18
X106
W18
X106
W18
X106
W18
X106
W18
X106
W18
X106
W18
X106
HSS12X8X1/2
HSS
8X8X
1/4
HSS
8X8X
1/4
HSS12X8X1/2
HSS12X8X1/2
HSS
8X8X
1/4
HSS
8X8X
1/4
HSS
8X8X
1/4
HSS
8X8X
1/4
HSS8X8X1/2
TOS EL 114' - 0"
TOS EL 123' - 0"
BOS EL 134' - 11"
TOS EL 128' - 11"
BOS EL 112' - 8"
TOS EL 114' - 0"
TOS EL 137' - 0"
BOS EL 116' - 0"
2' - 4"12' - 8"7' - 6"2' - 2"20' - 4"2' - 4" 3' - 8"8' - 0"14' - 6"
5' - 0"17' - 6" 18' - 2"4' - 4"
HSS6X6X1/2 HSS
6X6X
1/2
HSS6X6X1/2 HSS6X6X1/2
HSS6X6X1/2 HSS6X
6X1/2
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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CO
PYR
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T ©
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3 BU
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CD
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NEL
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CO
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NY,
INC
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BILE
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BAM
A
PRO
JEC
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EER
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CH
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T
MOBILE DISTRICT
NOT FOR CONSTRUCTIONDEFINITIVE DESIGN
1/8
" = 1
'-0"
4/15/2013 1:56:53 PM
B. B
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3
EP14
S-20
2
S-202
FRAM
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ETTM
ANN
KC-
46A
FUSE
LAGE
TRA
INER
DEFI
NITI
VE D
ESIG
NBA
SE X
, CON
US
D1 ELEVATION GRID G0 4' 8' 16'
SCALE:1/8"=1'
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
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
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
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EAP
PR.
DR
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G C
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BY:
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CH
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SCAL
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SHEETREFERENCE
NUMBER:
CO
PYR
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T ©
201
3 BU
RN
S AN
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ON
NEL
L EN
GIN
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CO
MPA
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.
SHEET OF
6 7 8 9
DAT
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REV
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FILE:DATE:
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MY
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INEE
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MO
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T EN
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EER
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CH
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T
MOBILE DISTRICT
NOT FOR CONSTRUCTIONDEFINITIVE DESIGN
3/4
" = 1
'-0"
4/15/2013 1:56:57 PM
B. B
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S-30
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S-300
FOU
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17/2
013
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TMAN
N
KC-
46A
FUSE
LAGE
TRA
INER
DEFI
NITI
VE D
ESIG
NBA
SE X
, CON
US
D3 SECTIOND1 SECTION0 1' 2' 3'
SCALE:3/4"=1'
0 1' 2' 3'
SCALE:3/4"=1'
1
A
B
2 3 4 5 6 7
6"25
' - 0
"6"
6' - 0" 17' - 0" 18' - 0" 18' - 0" 18' - 0" 18' - 0" 17' - 0" 6' - 0"
106' - 0"
5' -
0"
6"
TOF EL 97' - 6"
TOC EL 103'-3"TOC EL 102'-7"
-8"
-8"
-8"
A1S-400
NOTE 6 TYP
NOTE 7WF1
WF1
WF1
WF1
WF1
6"
WF1
5' -
0"
NOTE 7
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 SHALL BE 8 INCH THICK CONCRETE SLABREINFORCED WITH #4@12"OC EW ON 10 MIL VAPORBARRIER ON 4 INCH THICK AGGREGATE BASE COURSE.
3. XX INDICATES BRACES BAY LOCATIONS. SEE BUILDINGELEVATIONS FOR GEOMETRY.
4. WF# WALL FOOTING TYPE, SEE FOUNDATION SCHEDULE FORCOLUMN SCHEDULE THIS DWG.
5. INDICATES ELEVATION CHANGE.6. 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.
7. STAIRS, SEE ARCHITECTURAL DWGS.
A
8"1'
- 0"
CENTER UNDER WALL
3' - 0"
8"
ROLLER DECKSEE ARCH
SLAB ON GRADEPER PLANS
PAVING PER CIVIL
#4 BARS AT 12"OC EACHWAY WALL CENTERLINE
#4 BARS AT 12"OC
4-#5 CONT
1' -
0"
EL 97' - 6"
3" C
LEAR
HANDRAILS ANDBUMPERS PER ARCH
HOOKINTO SLAB
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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SCAL
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SHEETREFERENCE
NUMBER:
CO
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T ©
201
3 BU
RN
S AN
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CD
ON
NEL
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GIN
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CO
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SHEET OF
6 7 8 9
DAT
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SYM
BOL
REV
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FILE:DATE:
U.S
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MY
ENG
INEE
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CO
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NOT FOR CONSTRUCTIONDEFINITIVE DESIGN
As in
dica
ted
4/15/2013 1:57:16 PM
B. B
RET
TMAN
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S-40
0
S-400
OU
TDO
OR
CAR
GO
SU
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FOU
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ND
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B PL
AN4/
17/2
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TMAN
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KC-
46A
FUSE
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TRA
INER
DEFI
NITI
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NBA
SE X
, CON
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D1 FIRST FLOOR0 4' 8' 16'
SCALE:1/8"=1'
WALL FOOTING SCHEDULEID WIDTH THICKNESS REINFORCING
WF1 3' - 0" 1' - 0" 4-#5 CONT
A1 SECTION0 1' 2' 3'
SCALE:3/4"=1'
ROOFING PER ARCH
ROOF DECKPER PLANS
TOS EL PERELEVATIONS
1' - 6"
EXTERIOR WALLPER ARCH
STEEL STUD WALLPER ARCH AND S-014
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
TYPICAL STUD WALL ATROOF BEAM, SEE S-013
SOFFIT PER ARCH
CONT 3/16"BENT PLATE
4"
9"
EXTERIOR VENEERWALL PER ARCH
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
4' - 4 1/4"
CONT 3/16"BENT PLATE
4"
9"
3/16
ED-1 PERDRAWING S-010
ROOFING PER ARCH
ROOF DECKPER PLANS
TOS ELPER PLANS
TOS EL PERELEVATIONS
STEEL BEAM PER PLANS
HSS WINDOW SUPPORTPER ELEVATIONS
TRANSLUCENTPANEL PER ARCH
L5X3X1/4 CON ATTRANSLUCENT PANELS
3/16 4-12
SOFFIT PER ARCH DOUBLE PITCHED ROOFJOIST PER PLANS
GRID
1' - 6"
5' - 5 1/4"
CONT 3/16"BENT PLATE
4"
9"
3/16
ED-1 PERDRAWING S-010
ROOFING PER ARCH
ROOF DECKPER PLANS
TOS ELPER PLANS
TOS EL PERELEVATIONS
STEEL BEAM PER PLANS
HSS WINDOW SUPPORTPER ELEVATIONS
TRANSLUCENTPANEL PER ARCH
L5X3X1/4 CON ATTRANSLUCENT PANELS
3/16 4-12
SOFFIT PER ARCH
ROOF JOISTPER PLAN
GRID
1' - 6"
5' - 5 1/4"
1' - 9"
EXTERIOR VENEERWALL PER ARCH
STEEL STUD WALLPER ARCH AND S-013
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
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
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400
US ARMY CORPSOF ENGINEERS ®
51
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2 3
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B
DAT
EAP
PR.
DR
AWIN
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E:
DR
AWN
BY:
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CH
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SCAL
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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
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NS
E
F
FILE:DATE:
U.S
. AR
MY
ENG
INEE
R D
ISTR
ICT
CO
RPS
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INEE
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MO
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, ALA
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GIN
EER
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CH
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MOBILE DISTRICT
NOT FOR CONSTRUCTIONDEFINITIVE DESIGN
3/4
" = 1
'-0"
4/15/2013 1:57:04 PM
B. B
RET
TMAN
N
C. M
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EE
-
4/17
/201
3
EP14
S-50
0
S-500
FRAM
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DET
AILS
4/17
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3B.
BR
ETTM
ANN
KC-
46A
FUSE
LAGE
TRA
INER
DEFI
NITI
VE D
ESIG
NBA
SE X
, CON
US
D7 SECTIOND3 SECTION
B1 SECTION B5 SECTION
D1 SECTION0 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
LETTER AND NUMBERINDICATES SECTION
DRAWING NUMBERWHERE SECTION ISDRAWN
LETTER AND NUMBERINDICATES SECTION
DRAWING NUMBERWHERE SECTION ISDRAWN
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'
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
US ARMY CORPSOF ENGINEERS ®
51
D
2 3
C
4
A
B
DAT
EAP
PR.
DR
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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
NOT FOR CONSTRUCTIONDEFINITIVE DESIGN
DEFI
N ITI
VE D
ESIG
NBA
SE X
, CO N
US 1
" = 1
'-0"
4/16/2013 8:29:11 AM
TJ K
IM
M. P
OLL
MAN
N
TJ K
IM
4/17
/201
3
EP14
A-00
1
A-001
ARC
HIT
ECTU
RAL
LEG
END
/AB
BREV
IATI
ON
S &
GEN
ERAL
NO
TES
4/17
/201
3TJ
KIM
KC-
46A
FUSE
LAGE
TRA
INER
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.
REF
.(N
IC)
UP
UP
FUSELAGE TRAINER113
COMM111
MECH109
WOMEN'S TOILET108
MEN'S TOILET105
282 SF
BREAK ROOM103
CORR102
176 SF
BRIEF106
676 SF
CLASSROOM100
172 SF
BRIEF104
VEST101
ELEC112
322'-8"
2' - 9 1/2"-
113.F
322'-8"
2' - 9 1/2"-
113.E32
2'-8"2' - 9 1/2"
-
113.A
72'-8"5' - 8"
109.A
242'-8"
2' - 9 1/2"-
101.A
39'-3"
88'-2"
TD
TD
TD/CPT
12'-8"
2' - 9 1/2"-
112.A
12'-8"
2' - 9 1/2"-
111.A
2
1
1
1
F.E.C.
F.E.B. F.E.B.
F.E.B.
F.E.B.
F.E.B.
CPT
27'-0"
FIRE PUMP ROOM114
F.E.B.
JAN107
32'-8"5' - 8"
114.A
322'-8"
2' - 9 1/2"-
113.G
F.E.B.
32XXXXXX
1 HR
DOOR NUMBER
EXIT ACCESS TRAVELDISTANCE
COMMON PATH OF TRAVELDISTANCE
EXIT DOOR WITH EXITSIGN
ROOM NAME
AREA
PROVIDED WIDTHREQUIRED WIDTH
DOOR RATING
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
OCCUPANT LOAD PER NFPA 101
1. THIS BUILDING IS CLASSIFIED AS A 'B - BUSINESS' OCCUPANTLOAD; 100 SQ.FT. PER PERSON SHALL BE APPLIED, U.N.O.
2. OCCUPANT LOAD CALCULATED AT 20 SQ.FT. PERPERSON
3. OCCUPANT LOAD CALCULATED AT 15 SQ.FT. PERPERSON
1
2
BUR
NS
& M
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NN
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WAR
D P
ARKW
AYKA
NSA
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MO
641
14(8
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CO
PYR
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T ©
201
3 BU
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INC
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DAT
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REV
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FILE:DATE:
U.S
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MY
ENG
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CO
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RS
MO
BILE
, ALA
BAM
A
PRO
JEC
T EN
GIN
EER
/AR
CH
ITEC
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MOBILE DISTRICT
NOT FOR CONSTRUCTIONDEFINITIVE DESIGN
DEFI
N ITI
VE D
ESIG
NBA
SE X
, CO N
USAs
indi
cate
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4/15/2013 4:00:41 PM
C. C
AHIL
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C. S
PRIN
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KIM
2/19
/201
3
EP14
A-10
1
A-101
LIFE
SAF
ETY
PLAN
2/19
/201
3
71170_A_FUT_Central.rvt
C. C
AHIL
L
KC-
46A
FUSE
LAGE
TRA
INER
LIFE SAFETY PLAN0 4' 8' 16'
SCALE:1/8"=1'
OCCUPANT LOAD-LEVEL 01NAME AREA LOAD FACTOR SF/PERSON NO. OF OCCUPANTS
ASSEMBLY 282 SF 15 19BUSINESS 9684 SF 100 96CLASSROOM 1042 SF 20 52
11008 SF 167
PLANNORTH
GROSS-BUILDING TOTAL OCCUPANTS
REF
.(N
IC)
UP
UP
A-201
A2
A-201
D2
A-200
A2
A-200
D2
A
B
C
G
1 2 3 4 5 6 7
E
D
F
D2A-300
D2A-300
5' - 2
"19
' - 0"
19' -
0"5'
- 2"
18' -
4"18
' - 4"
2' - 2
"85
' - 0"
1' - 9
"139' - 4"
22' - 6" 22' - 6" 22' - 6" 22' - 6" 22' - 6" 22' - 6" 2' - 2"
88' -
11"
7' - 8" 3' - 4"2' - 4" 8' - 0" 11' - 0" 11' - 0" 10' - 4" 12' - 0" 6' - 8" 12' - 0" 7' - 10" 2' - 6" 22' - 0" 9' - 4" 2' - 4"3' - 4" 7' - 8"
8' - 4
"36
' - 0"
8' - 4
"
FUSELAGE TRAINER113
COMM111
MECH109
WOMEN'S TOILET108
MEN'S TOILET105
BREAK ROOM103
CORR102
BRIEF106
CLASSROOM100
BRIEF104
VEST101
ELEC112
84' - 10" 8' - 8" 22' - 11"
102.A
108.A
105.A
107.A106.A
104.A
100.B
100.A
113.F
113.E113.A
112.A
111.A
109.A
101.A101.B
113.D113.C113.B
A2A-300
A2A-300
1A-400
2' - 2"
8' - 8
"27
' - 7"
52' -
8"
JAN107
5' - 4
"3'
- 4"
4' - 0
"6'
- 4"
4' - 0
"
2' - 0
"
4' - 0
"3'
- 4"
6' - 0
"2'
- 8"
88' -
11"
FIRE PUMP ROOM114
SOLID SCREEN WALL W/ WIREMESH MECH YARD FENCE.LOCATION TO BE DETERMINEDAFTER SITE SELECTION.
113.G
114.A
MECH YARD
S7c
S7c
S7c3' - 4" 10' - 0"
CONC. STOOP5'-0" x 5'-0" TYP.
CONC. STOOP8'-0" x 5'-0" TYP.
12' - 10" 3' - 4" 8' - 8" 3' - 4" 4' - 0" 4' - 0" 2' - 8" 4' - 0" 6' - 0" 4' - 0" 2' - 8" 4' - 0" 2' - 8" 4' - 0" 9' - 4" 4' - 0" 5' - 4" 6' - 0"
2' - 8"
1' - 9"
1' - 9"
8' - 0" 6' - 2"8' - 4"
14' -
8"
2' - 2
"
6' - 4
"2'
- 4" 3'
- 4"2'
- 4" 4'
- 0"
16' -
0"4'
- 0"
8' - 0
"6'
- 4"
9' - 7"
W02
67' -
4"
30' - 0" 22' - 6"
5"
11"
10' - 4" 11' - 2"
2' - 2" 4' - 1 3/4" 13' - 6" 3' - 10"
3' - 10"
EQEQ
3' - 0
"
1' - 1 1/4"
10' -
0"
SEE GENERAL NOTE 3
SEE GENERAL NOTE 3
LINE OF BULKHEADABOVE
8 INCH DIA, 3'-4" TALLCONC. FILL STEEL PIPE -PAINTED GUARD POSTAT EACH SIDE OFOVERHEAD DOOR TYP.
FUSELAGE TRAINERAIR CRAFT (NIC)
REMOVABLETRANSLUCENTWALL PANEL
S7c
S7c
S7
S7f S3f
S3fS3f
GENERAL NOTES:
1. PARTITION TYPE IS S3 U.N.O.RE: A-830 FOR PARTITION TYPES
2. ALL DOORS OFFSET 4" FROM ADJACENT WALL,U.N.O.
3. PAINTED GALVANIZED STEEL STAIR W/ GRATINGTREAD. LOCATION AND SIZE SHALL BE DETERMINEDBY FUSELAGE TRAINER AIRCRAFT MANUFACTUERERAND END USER. PROVIDE STAIR AFTER AIRCRAFT ISINSTALLED. STAIR SHALL BE REMOVABLE FOR FUTUREAIRCRAFT REPAIR & REPLACEMENT
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
US ARMY CORPSOF ENGINEERS ®
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
NOT FOR CONSTRUCTIONDEFINITIVE DESIGN
DEFI
N ITI
VE D
ESIG
NBA
SE X
, CO N
USAs
indi
cate
d
4/15/2013 4:00:23 PM
T.J.
KIM
C. S
PRIN
KLE
T.J.
KIM
2/19
/201
3
EP14
A-11
1
A-111
FLO
OR
PLA
N2/
19/2
013
71170_A_FUT_Central.rvt
T.J.
KIM
KC-
46A
FUSE
LAGE
TRA
INER
FLOOR PLAN0 4' 8' 16'
SCALE:1/8"=1'
PLANNORTH
A
B
C
G
1 2 3 4 5 6 7
E
D
F
FUSELAGE TRAINER113
CLASSROOM100
BRIEF106
BRIEF104
CORR102
VEST101
BREAK ROOM103
MEN'S TOILET105
WOMEN'S TOILET108
MECH109
ELEC112
COMM111
O.T.S.
O.T.S.O.T.S.
O.T.S.
METAL CEILING
9' - 6" A.F.F. 9' - 6" A.F.F.
9' - 6" A.F.F.
9' - 4" A.F.F.
10' - 0" A.F.F.
9' - 6" A.F.F.
9' - 6" A.F.F.
9' - 6" A.F.F.
FIRE PUMP ROOM114
O.T.S.
7' - 2" A.F.F.
9' - 6" A.F.F.
9' - 6" A.F.F.
JAN107
2' x 2' ACCESS HATCH
2' x 2' ACCESS HATCH
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
2' 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.
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
US ARMY CORPSOF ENGINEERS ®
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
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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
NOT FOR CONSTRUCTIONDEFINITIVE DESIGN
DEFI
N ITI
VE D
ESIG
NBA
SE X
, CO N
USAs
indi
cate
d
4/15/2013 4:00:36 PM
T.J.
KIM
C. S
PRIN
KLE
T.J.
KIM
2/19
/201
3
EP14
A-12
1
A-121
REF
LEC
TED
CEI
LIN
G P
LAN
2/19
/201
3
71170_A_FUT_Central.rvt
T.J.
KIM
KC-
46A
FUSE
LAGE
TRA
INER
REFLECTED CEILING PLAN0 4' 8' 16'
SCALE:1/8"=1'
PLANNORTH
A
B
C
G
1 2 3 4 5 6 7
E
D
F
3" / 1
2"3"
/ 12"
3" / 1
2"
3" / 12"
3" / 12"
DS DS DS
DS
DS
DSDS
DS
DS DS
DS
DSDS
STANDING SEAMMETAL ROOF
35' -
7"59
' - 4"
26' - 2 1/4"
146' - 0"
TO F
.O. B
RICK
38' -
11"
5' - 2
"19
' - 0"
19' -
0"5'
- 2"
18' -
4"18
' - 4"
22' - 6" 22' - 6" 22' - 6" 22' - 6" 22' - 6" 22' - 6"
22' - 10" 93' - 7 1/2"
METAL GUTTER, 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
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US ARMY CORPSOF ENGINEERS ®
51
D
2 3
C
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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
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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
BAM
A
PRO
JEC
T EN
GIN
EER
/AR
CH
ITEC
T
MOBILE DISTRICT
NOT FOR CONSTRUCTIONDEFINITIVE DESIGN
DEFI
N ITI
VE D
ESIG
NBA
SE X
, CO N
US 1
/8" =
1'-0
"
4/15/2013 4:00:47 PM
T.J.
KIM
C. S
PRIN
KLE
T.J.
KIM
2/19
/201
3
EP14
A-13
0
A-130
RO
OF
PLAN
2/19
/201
3
71170_A_FUT_Central.rvt
T.J.
KIM
KC-
46A
FUSE
LAGE
TRA
INER
ROOF PLAN0 4' 8' 16'
SCALE:1/8"=1'
N
01 FIRST FLOOR100' - 0"
02 FIRST FLOOR ATTIC114' - 0"
03 FIRST FLOOR TOP OF ROOF123' - 8"
04 FUSELAGE TRAINER B.O. SOFFIT134' - 11"
05 TOP OF FUSELAGE TRAINER ROOF143' - 8"
1 2 3 4 5 6 7
TOP OF PRECAST128' - 11"
3" / 12"3" / 12"
INSULATED/TRANSLUCENTWALL PANEL
STANDINGSEAM METALROOF W/METAL FASCIA& GUTTER
PREFINISHED PREFINISHEDMETAL DOWNSPOUT-PROVIDESPLASH BLOCK ON GRADE ORCONNECT TO STORM SEWERSYSTEM PER BASE STANDARD
OPEN TOENTRYPORCH
22' - 6" 22' - 6" 22' - 6" 22' - 6" 22' - 6" 22' - 6"
PRECAST CORNICE
ALUMINUMFRAMEDWINDOW
PRECASTWINDOWSILL
METAL WALLPANEL
W01W01 W01 W01W01W01L01
EXTERIOR VENEER WALL MATERIAL –FIELD MATERIAL - PER BASESTANDARD (BRICK SHOWN)
ACCENT BAND PER BASESTANDARD (BRICK SOLDIERCOURSES SHOWN)10
' - 8"
10' -
0"3'
- 4"9'
- 4"
24' - 10"
EXTERIOR VENEER WALLMATERIAL-FIELD MATERIAL-PERBASE STANDARD (BRICK SHOWN)
ACCENT BAND PER BASESTANDARD (BRICK SOLDIERCOURSE SHOWN)
CONTROL JOINT, TYP
EQEQ
2' - 2"
4' - 0"
TYP
4' - 0"
CONTROL JOINT BEHINDDOWNSPOUT
01 FIRST FLOOR100' - 0"
02 FIRST FLOOR ATTIC114' - 0"
03 FIRST FLOOR TOP OF ROOF123' - 8"
04 FUSELAGE TRAINER B.O. SOFFIT134' - 11"
05 TOP OF FUSELAGE TRAINER ROOF143' - 8"
ABCG E DF
TOP OF PRECAST128' - 11"
3" / 12"
3" / 12" 3" / 12"
INSULATED/TRANSLUCENT WALLPANEL
BRICK SOLDIERCOURSE LINTEL
SOLDIERCOURSES
PREFINISHED PREFINISHEDMETAL DOWNSPOUT-PROVIDE SPLASH BLOCK ONGRADE OR CONNECT TOSTORM SEWER SYSTEM PERBASE STANDARD
STANDING SEAMMETAL ROOF W/METAL FASCIA &GUTTER
PRECAST PANEL WITHFALSE JOINT, TYP.
5' - 2" 19' - 0" 19' - 0" 5' - 2" 18' - 4" 18' - 4"
PRECASTCORNICE
METAL WALLPANEL
LOUVER WALLL02L02
BOLLARD BEYOND
3' - 4
"16
' - 2"
CONTROLJOINT, TYP
EXTERIOR VENEER WALLMATERIAL-FIELD MATERIAL-PER BASE STANDARD(BRICK SHOWN)
EXTERIOR VENEER WALLMATERIAL-FIELD MATERIAL-PER BASE STANDARD(BRICK SHOWN)
CONTROL JOINT,TYP
EQ EQ4' - 0"
TYP
4' - 0"
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
US ARMY CORPSOF ENGINEERS ®
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
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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
NOT FOR CONSTRUCTIONDEFINITIVE DESIGN
DEFI
N ITI
VE D
ESIG
NBA
SE X
, CO N
US 1
/8" =
1'-0
"
4/15/2013 5:07:23 PM
T.J.
KIM
C. S
PRIN
KLE
T.J.
KIM
2/19
/201
3
EP14
A-20
0
A-200
EXTE
RIO
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UIL
DIN
GEL
EVAT
ION
S2/
19/2
013
71170_A_FUT_Central.rvt
T.J.
KIM
KC-
46A
FUSE
LAGE
TRA
INER
D2 SOUTH ELEVATION
A2 WEST ELEVATION0 4' 8' 16'
SCALE:1/8"=1'
0 4' 8' 16'
SCALE:1/8"=1'
01 FIRST FLOOR100' - 0"
04 FUSELAGE TRAINER B.O. SOFFIT134' - 11"
05 TOP OF FUSELAGE TRAINER ROOF143' - 8"
1234567
TOP OF PRECAST128' - 11"
3" / 12" 3" / 12"
INSULATED/TRANSLUCENTWALL PANEL
BOLLARDTYP.
STANDING SEAM METALROOF W/ METAL FASCIA& GUTTER
PRECAST PANELWITH FALSE JOINT
PREFINISHED METAL DOWNSPOUT-PROVIDE SPLASH BLOCK ON GRADE ORCONNECT TO STORM SEWER SYSTEMPER BASE STANDARD
22' - 6"22' - 6"22' - 6"22' - 6"22' - 6"22' - 6"
PRECAST CORNICE
PRECAST PANELWITH FALSE JOINT
METAL WALLPANEL
OVERHEADCOILING DOOR
OVERHEAD COILINGDOOR
EQEQ
ACCENT BAND PER BASESTANDARD (BRICK SOLDIERCOURSES SHOWN)
EXTERIOR VENEER WALLMATERIAL-FIELD MATERIAL-PER BASE STANDARD (BRICKSHOWN)
2' - 0"
TYP
4' - 0"2' - 0"
EQ3' - 4"EQ
CONTROL JOINT
EQ 3' - 4" EQ
2' - 8
"
8"
3' - 1
"2' -
11"
8"
2' - 8
"
8"
EQEQ
EQ
9' - 4
"
01 FIRST FLOOR100' - 0"
02 FIRST FLOOR ATTIC114' - 0"
03 FIRST FLOOR TOP OF ROOF123' - 8"
04 FUSELAGE TRAINER B.O. SOFFIT134' - 11"
05 TOP OF FUSELAGE TRAINER ROOF143' - 8"
A B C GED F
TOP OF PRECAST128' - 11"
8' - 8"
3" / 12"
3" / 12" 3" / 12"INSULATED/TRANSLUCENTWALL PANEL
BRICK SOLDIERCOURSE LINTEL
PREFINISHED METAL DOWNSPOUT-PROVIDE SPLASH BLOCK ON GRADE ORCONNECT TO STORM SEWER SYSTEMPER BASE STANDARD
STANDING SEAM METALROOF W/ METAL FASCIA& GUTTER
BOLLARDBEYOND
18' - 4" 18' - 4" 5' - 2" 19' - 0" 19' - 0" 5' - 2"
ALUMINUMSTOREFRONTENTRY
ALUMINUMFRAMED WINDOW
PRECAST CORNICE
METAL WALLPANEL
W01 W01
REMOVABLETRANSLUCENT WALLPANEL-PROVIDE SECURITYMETAL UP TO 18'-0" FROMGROUND LEVEL
EXTERIOR VENEER WALLMATERIAL-FIELD MATERIAL-PER BASE STANDARD (BRICKSHOWN)
PRECAST COLUMNBASE
ACCENT BAND PER BASESTANDARD (BRICK SOLDIERCOURSES SHOWN)
EQ EQ
9' - 4
"
4' - 0"
TYP
4' - 0"
ALIG
N
3' - 4
"10
' - 0"
10' -
8"
8' - 4"9 EQ. PANELS AT 4'-0"
36' - 0" 8' - 4"
8' - 0
"8'
- 0"
8' - 0
"4'
- 4"
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
US ARMY CORPSOF ENGINEERS ®
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
NOT FOR CONSTRUCTIONDEFINITIVE DESIGN
DEFI
N ITI
VE D
ESIG
NBA
SE X
, CO N
US 1
/8" =
1'-0
"
4/15/2013 4:00:53 PM
T.J.
KIM
C. S
PRIN
KLE
T.J.
KIM
2/19
/201
3
EP14
A-20
1
A-201
EXTE
RIO
R B
UIL
DIN
GEL
EVAT
ION
S2/
19/2
013
71170_A_FUT_Central.rvt
T.J.
KIM
KC-
46A
FUSE
LAGE
TRA
INER
D2 NORTH ELEVATION
A2 EAST ELEVATION0 4' 8' 16'
SCALE:1/8"=1'
0 4' 8' 16'
SCALE:1/8"=1'
01 FIRST FLOOR100' - 0"
03 FIRST FLOOR TOP OF ROOF123' - 8"
04 FUSELAGE TRAINER B.O. SOFFIT134' - 11"
05 TOP OF FUSELAGE TRAINER ROOF143' - 8"
ABCG E DF
TOP OF PRECAST128' - 11"
FUSELAGE TRAINER113
WOMEN'S TOILET108
MEN'S TOILET105
BREAK ROOM103
3" / 12" 3" / 12"
3" / 12"
A1A-310
A4A-310
A7A-310
5' - 2" 19' - 0" 19' - 0" 5' - 2" 18' - 4" 18' - 4"
PAINTED STEEL STAIRWITH GALVANIZED
GRATING TREAD.LOCATION AND HEIGHT
TO BE CONFIRMED BYAIRCRAFT
MANUFACTURER
REMOVABLE TRANSLUCENTWALL PANEL-PROVIDE
SECURITY METAL UP TO 18'-0"FROM GROUND LEVEL STEEL STRUCTURE
RE: STRUCTURAL DRAWINGS
DUCTWORKRE: MECHANICAL DRAWINGS
01 FIRST FLOOR100' - 0"
04 FUSELAGE TRAINER B.O. SOFFIT134' - 11"
05 TOP OF FUSELAGE TRAINER ROOF143' - 8"
1 2 3 4 5 6 7
TOP OF PRECAST128' - 11"
FUSELAGE TRAINER113
3" / 12" 3" / 12"
22' - 6" 22' - 6" 22' - 6" 22' - 6" 22' - 6" 22' - 6"
PAINTED STEEL STAIR WITHGALVANIZED GRATING TREAD.LOCATION AND HEIGHT TO BECONFIRMED BY AIRCRAFTMANUFACTURER
TRANSLUCENT/INSULATEDWALL PANEL
OVERHEAD COILING DOORRE: DOOR SCHEDULE
STEEL STRUCTURERE: STRUCTURAL DRAWINGS
A1
SimA-310 A1
SimA-310
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
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2 3
C
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A
B
DAT
EAP
PR.
DR
AWIN
G C
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DR
AWN
BY:
DES
IGN
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ATE:
CH
ECKE
D B
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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
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DES
CR
IPTI
ON
SYM
BOL
REV
ISIO
NS
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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
NOT FOR CONSTRUCTIONDEFINITIVE DESIGN
DEFI
N ITI
VE D
ESIG
NBA
SE X
, CO N
US 1
/8" =
1'-0
"
4/15/2013 4:00:19 PM
T.J.
KIM
C. S
PRIN
KLE
T.J.
KIM
2/19
/201
3
EP14
A-30
0
A-300
BUIL
DIN
G S
ECTI
ON
S2/
19/2
013
71170_A_FUT_Central.rvt
T.J.
KIM
KC-
46A
FUSE
LAGE
TRA
INER
D2 TRANSVERSE BUILDING SECTION
A2 LONGITUDINAL BUILDING SECTION
0 4' 8' 16'
SCALE:1/8"=1'
0 4' 8' 16'
SCALE:1/8"=1'
FUSELAGE TRAINER113
INSULATED/TRANSLUCENTWALL PANEL
LIGHT FIXTURERE: ELECTRICALDRAWINGS
ACCENT BAND PER BASE STANDARD(BRICK SOLDIER COURSES SHOWN)
STANDINGSEAM METALROOF W/METAL FASCIA& GUTTER
C1A-850
PRECAST WALLPANEL
EXTERIOR VENEER WALL MATERIAL –FIELD MATERIAL - PER BASESTANDARD (BRICK SHOWN)
STEEL STRUCTURERE: STRUCTURAL DRAWINGS
HOSE BIBRE: PLUMBINGDRAWINGS
A5A-851
WOMEN'S TOILET108
FUSELAGE TRAINER113
INSULATED/TRANSLUCENTWALL PANEL
STANDINGSEAM METALROOF W/METAL FASCIA& GUTTER
STANDING SEAM METAL ROOF W/METAL FASCIA & GUTTER
PRECAST SILL
C1A-850 OPP
EXTERIOR VENEER WALL MATERIAL –FIELD MATERIAL - PER BASESTANDARD (BRICK SHOWN)
PERFORATEDMETAL SOFFIT
CEILINGRE: REFLECTED CEILING PLAN
STEEL STRUCTURERE: STRUCTURAL DRAWINGS
01 FIRST FLOOR100' - 0"
02 FIRST FLOOR ATTIC114' - 0"
A
BREAK ROOM103
SOLDIER COURSEHEADER
LIGHT FIXTURERE: ELECTRICAL DRAWINGS
STANDING SEAMMETAL ROOF W/METAL FASCIA &GUTTER
A4A-850
OPP
OPP
ALUMINUM FRAMED WINDOW WITH1" INSULATED GLASS
PRECAST SILL
CEILINGRE: REFLECTEDCEILING PLAN
C1A-851
STEEL STRUCTURERE: STRUCTURAL DRAWINGS
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
US ARMY CORPSOF ENGINEERS ®
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
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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
NOT FOR CONSTRUCTIONDEFINITIVE DESIGN
DEFI
N ITI
VE D
ESIG
NBA
SE X
, CO N
US 3
/8" =
1'-0
"
4/15/2013 4:00:28 PM
T.J.
KIM
C. S
PRIN
KLE
T.J.
KIM
2/19
/201
3
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A-31
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A-310
WAL
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S2/
19/2
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71170_A_FUT_Central.rvt
T.J.
KIM
KC-
46A
FUSE
LAGE
TRA
INER
0 2' 4' 6'
SCALE:3/8"=1'
A1 WALL SECTION AT HIGH BAY A4 WALL SECTION AT HIGH BAY0 2' 4' 6'
SCALE:3/8"=1'
A7 WALL SECTION AT LOW ROOF0 2' 4' 6'
SCALE:3/8"=1'
A
B
C
3 4
WOMEN'S TOILET108
MEN'S TOILET105
BREAK ROOM103
CORR102
JAN107
MECH109
URINALSCREEN
BENCH LOCKERTYP.
4 3/4"
3' - 1 1/4"
8' - 2" 6' - 4 7/8" 4' - 9 7/8" 6"
1' - 6
9/32
"7'
- 2 31
/32"
6' - 4
3/4"
8' - 7
"
1' - 4
"
10' -
9 3/8"
9 5/8"
6"
1' - 0"4' - 8"
ALIGNCLEAR
5' - 0"
CLEAR
5' - 0"
BENCH
LOCKERTYP.
MOPSINK
4 3/4" 22' - 6" 6"
3' - 6" 8' - 6 7/8" 11' - 3 7/8"
18' -
4"18
' - 4"
6"
ALIGN
1' - 6
1/4"
1' - 3
5/8"
4' - 0
"5'
- 1 3/
8"1'
- 3 1/
2"5'
- 1 5/
8"4'
- 0"
2' - 3
3/4"
ALIGN
3' - 1
3/4"
1' - 0
1/2"
4' - 2
3/4"
4' - 4
1/2"
A-400
E4
A-400C4
A-400A5 A-400
A3
A-400
E6
E7
ALIGN
C7
A-400C6
A1
TA-10
TA-08TA-07
TA-12
TA-06
TA-09
TA-01
TA-01
TA-07
TA-12
TA-10
TYP.
TA-02
TA-04
TA-04
TA-11
TA-05
TA-05TA-02
TA-09
TA-06
TA-03
TA-03
4' - 6
"
TA-13
TA-07TA-01
TA-07
CLR
3' - 0"CLR
3' - 0"
3' - 0
" CLR
3' - 0
" CLR
A6
TA-08
S3f
S3f S3f
S3f
S5f
S5f
S7h
S3f
3 4
TA-10TA-06
12" METAL LOCKERS
TA-03
TA-04
1' - 0"
1' - 0
"
34
TA-04
TA-05
TA-02
TA-09TA-03
MIRROR
FULL WIDTH
TA-06
2' - 1
0"4"
4' - 0
"
6' - 0"
TA-12CLR
3' - 0"
MOPSINK
1' - 1
" 2' - 4"
TA-11
1' - 2"
34
TA-10
TA-04
TA-03
MIRROR
FULL WIDTH
2' - 1
0"4"
4' - 0
"
12" METALLOCKERS
BENCH
TA-06
6' - 0"
3 4
TA-05
TA-02
TA-09
TA-06
B
TA-04
CEILINGRE: REFLECTED CEILINGPLANS
B
BENCH TA-12
CLR
3' - 0"
A
TA-13
2' - 1
0"1'
- 10"
2' - 6
"
7' - 2
"
2' - 11 3/8" 7' - 10"PLASTIC LAMINATEUPPER AND LOWER
CABINETS
SOLID SURFACECOUNTERTOP
GYP BD BULKHEAD
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
US ARMY CORPSOF ENGINEERS ®
51
D
2 3
C
4
A
B
DAT
EAP
PR.
DR
AWIN
G C
OD
E:
DR
AWN
BY:
DES
IGN
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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
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CO
RPS
OF
ENG
INEE
RS
MO
BILE
, ALA
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A
PRO
JEC
T EN
GIN
EER
/AR
CH
ITEC
T
MOBILE DISTRICT
NOT FOR CONSTRUCTIONDEFINITIVE DESIGN
DEFI
N ITI
VE D
ESIG
NBA
SE X
, CO N
US 1
/4" =
1'-0
"
4/15/2013 4:00:04 PM
T.J.
KIM
C. S
PRIN
KLE
T.J.
KIM
2/19
/201
3
EP14
A-40
0
A-400
ENLA
RG
ED B
REA
K R
OO
M /
TOIL
ET P
LAN
& E
LEVA
TIO
NS
2/19
/201
3
71170_A_FUT_Central.rvt
T.J.
KIM
KC-
46A
FUSE
LAGE
TRA
INER
ENLARGED TOILET/BREAK ROOM PLAN
0 2' 4' 8'
SCALE:1/4"=1'
PLANNORTH
E4 PLAN NORTH ELEVATION E6 PLAN EAST ELEVATION E7 PLAN SOUTH ELEVATION0 2' 4' 8'
SCALE:1/4"=1'
0 2' 4' 8'
SCALE:1/4"=1'
0 2' 4' 8'
SCALE:1/4"=1'
C4 PLAN WEST ELEVATION0 2' 4' 8'
SCALE:1/4"=1'
C6 PLAN WEST ELEVATION0 2' 4' 8'
SCALE:1/4"=1'
A3 PLAN SOUTH ELEVATION
C7 PLAN NORTH ELEVATION0 2' 4' 8'
SCALE:1/4"=1'
0 2' 4' 8'
SCALE:1/4"=1'
A1 PLAN WEST ELEVATION0 2' 4' 8'
SCALE:1/4"=1'
A5 PLAN WEST ELEVATION0 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 GRAB BAR, SHOWER STALLTA-03 SOAP DISPENSER - COUNTER MOUNTTA-04 MIRROR - SIZE AS NOTED ON ELEVATIONSTA-05 SOAP HOLDER, SHOWERTA-06 SHOWER CURTAIN ROD, HOOKS, AND
CURTAINTA-07 TOILET PAPER DISPENSERTA-08 SANITARY NAPKIN DISPOSALTA-09 FOLDING SHOWER SEATTA-10 COMBINATION PAPER TOWEL DISPENSER AND
WASTE RECEPTACLE - SEMI RECESSEDTA-11 36" MOP AND BROOM HOLDER W/ UTILITY
SHELFTA-12 TOWEL PINTA-13 PAPER TOWEL DISPENSER SURFACE MOUNTTA-14 NOT USED
NOTE:
1. REFER TO A-820 FOR TOILET FIXTURE ANDACCESSORY MOUNTING HEIGHTS.
2. REFER TO A-830 FOR PARTITION TYPES.
A6 PLAN WEST ELEVATION
UP
A-422
C5
A-422
A2
1 2 3 4 5 6 7
A
B
106' - 0"
17' - 0" 18' - 0" 18' - 0" 18' - 0" 18' - 0" 17' - 0"
25' -
0"
ON-GRADE CONCRETELOADING AREA WITH BROOMFINISHRE: STRUCTURAL AND CIVILDRAWINGS
CASTER DECK
SCREEN WALL PERBASE STANDARD(CHAIN LINK FENCESHOWN)
CASTER DECKELEVATION AND RAMPREQUIREMENT TO BECONFIRMED BY ENDUSER
SCREEN WALL PERBASE STANDARD(CHAIN LINK FENCESHOWN)100' - 0"
GALVANIZED,PAINTED STEELSTAIRS, TYP
BRACINGRE: STRUCTURAL DRAWINGS
CONCRETE SLABRE: STRUCTURALDRAWINGS
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
US ARMY CORPSOF ENGINEERS ®
51
D
2 3
C
4
A
B
DAT
EAP
PR.
DR
AWIN
G C
OD
E:
DR
AWN
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
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
NOT FOR CONSTRUCTIONDEFINITIVE DESIGN
DEFI
N ITI
VE D
ESIG
NBA
SE X
, CO N
US 1
/8" =
1'-0
"
4/15/2013 4:59:36 PM
T.J.
KIM
C. S
PRIN
K
T.J.
KIM
2/19
/201
3
EP14
A-42
1
A-421
OU
TDO
OR
CAR
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SU
PPO
RT
STR
UC
TUR
E PL
AN2/
19/2
013
71170_A_FUTOB,RVT
T.J.
KIM
KC-
46A
FUSE
LAGE
TRA
INER
FLOOR PLAN0 4' 8' 16'
SCALE:1/8"=1'
N
01 GROUND LEVEL100' - 0"
03 TOP OF STEEL114' - 0"
1234567
02 T.O. RAISED PLATFORM103' - 3"
17' - 0"18' - 0"18' - 0"18' - 0"18' - 0"17' - 0"
SCREEN WALL PERBASE STANDARD(CHAIN LINK FENCESHOWN)
STANDING SEAM METALROOF OVER METALDECKING
EXPOSED GALVANIZEDSTEEL STRUCTURE -PAINTED
STRUCTURAL BRACINGRE: STRUCTURALDRAWINGS
8' -
0"
01 GROUND LEVEL100' - 0"
03 TOP OF STEEL114' - 0"
AB
02 T.O. RAISED PLATFORM103' - 3"
SCREEN WALL PERBASE STANDARD(CHAIN LINK FENCESHOWN)
STANDING SEAM METALROOF OVER METALDECKING
25' - 0"
SCREEN WALL PERBASE STANDARD(CHAIN LINK FENCESHOWN)
CONCRETE STAIR WITHGALVANIZED, PAINTEDHANDRAIL/GUARDRAIL
1' - 0" 1' - 0"
1" / 12"
01 GROUND LEVEL100' - 0"
03 TOP OF STEEL114' - 0"
A B
02 T.O. RAISED PLATFORM103' - 3"
SCREEN WALL PERBASE STANDARD(CHAIN LINK FENCESHOWN)
STANDING SEAM METALROOF OVER METALDECKING
25' - 0"
SCREEN WALL PERBASE STANDARD(CHAIN LINK FENCESHOWN)
1" / 12"
1' - 0" 1' - 0"
STEEL STRUCTURERE: STRUCTURALDRAWINGS
01 GROUND LEVEL100' - 0"
03 TOP OF STEEL114' - 0"
1 2 3 4 5 6 7
02 T.O. RAISED PLATFORM103' - 3"
SCREEN WALL PERBASE STANDARD(CHAIN LINK FENCESHOWN BEYOND)
STANDING SEAM METALROOF OVER METALDECKING
CONCRETE STAIR WITHGALVANIZED, PAINTEDHANDRAIL/GUARDRAIL
DOCK BUMPER TYP.
17' - 0" 18' - 0" 18' - 0" 18' - 0" 18' - 0" 17' - 0"
SCREEN WALL PERBASE STANDARD(CHAIN LINK FENCESHOWN
SCREEN WALL PERBASE STANDARD(CHAIN LINK FENCESHOWN
STRUCTURAL BRACING BEYONDRE: STRUCTURAL DRAWINGS
LIGHT FIXTURE TYP.-RE: ELEC DRAWINGS
CONCRETE STAIR WITHGALVANIZED, PAINTEDHANDRAIL/GUARDRAIL
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
US ARMY CORPSOF ENGINEERS ®
51
D
2 3
C
4
A
B
DAT
EAP
PR.
DR
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G C
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DR
AWN
BY:
DES
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CH
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D B
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SCAL
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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
NOT FOR CONSTRUCTIONDEFINITIVE DESIGN
DEFI
N ITI
VE D
ESIG
NBA
SE X
, CO N
US 1
/8" =
1'-0
"
4/15/2013 4:59:38 PM
T.J.
KIM
C. S
PRIN
K
T.J.
KIM
2/19
/201
3
EP14
A-42
2
A-422
OU
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SU
PPO
RT
STR
UC
TUR
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EVAT
ION
S2/
19/2
013
71170_A_FUTOB,RVT
T.J.
KIM
KC-
46A
FUSE
LAGE
TRA
INER
E2 NORTH ELEVATION
C1 WEST ELEVATION C5 EAST ELEVATION
A2 SOUTH ELEVATION
0 4' 8' 16'
SCALE:1/8"=1'
0 4' 8' 16'
SCALE:1/8"=1'
0 4' 8' 16'
SCALE:1/8"=1'
0 4' 8' 16'
SCALE:1/8"=1'
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
US ARMY CORPSOF ENGINEERS ®
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
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, ALA
BAM
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PRO
JEC
T EN
GIN
EER
/AR
CH
ITEC
T
MOBILE DISTRICT
NOT FOR CONSTRUCTIONDEFINITIVE DESIGN
DEFI
N ITI
VE D
ESIG
NBA
SE X
, CO N
US
4/15/2013 4:00:31 PM
E. A
LLEN
E. A
LLEN
T.J.
KIM
2/19
/201
3
EP14
A-60
0
A-600
RO
OM
FIN
ISH
SC
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2/19
/201
3
71170_A_FUT_Central.rvt
E. A
LLEN
KC-
46A
FUSE
LAGE
TRA
INER
ROOM FINISH SCHEDULE-WorkingROOM
NUMBER ROOM NAMEFLOOR BASE WALL
REMARKSFINISH FINISH HEIGHT NORTH EAST SOUTH WEST01 FIRST FLOOR
100 CLASSROOM CPT-1 RESB-2 4" PCS PCS PCS PCS101 VEST MAT-1 RESB-1 4" PCS GLZ PCS GLZ 3.102 CORR CPT-1 /
TILEP-1RESB-2 /TILEPB-1
4" PCS PCS PCS PCS
103 BREAK ROOM TILEP-1 TILEPB-1 4" PCS PCS PCS PCS104 BRIEF CPT-1 RESB-2 4" PCS PCS PCS PCS105 MEN'S TOILET TILEP-1 TILEPB-1 4" TILEP-1 TILEP-1 TILEP-1 TILEP-1 2.106 BRIEF CPT-1 RESB-2 4" PCS PCS PCS PCS107 JAN RESVC-1 RESB-1 4" PCS PCS TILEC-1 TILEC-1 2.108 WOMEN'S TOILET TILEP-1 TILEPB-1 4" TILEP-1 TILEP-1 TILEP-1 TILEP-1 2.109 MECH CS RESB-1 4" PCS-2 PCS-2 PCS-2 PCS-2 3, 4, 5111 COMM CS RESB-1 4" PCS PCS PCS PCS112 ELEC CS RESB-1 4" PCS-2 PCS-2 PCS-2 PCS-2 3, 4, 5113 FUSELAGE TRAINER EF-1 EFB-1 8" PCS-2 PCS-2 PCS-2 PCS-2 1.114 FIRE PUMP ROOM CS RESB-1 4" PCS-2 PCS-2 PCS-2 PCS-2 3, 4, 5
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 ACOUSTICAL TILE 2x2 -OFFICE
PAINTPCS EXPOSED CEILING PAINT
PCS-1 GYPBOARD CEILING PAINT
FINISH LEGEND - FLOORSMATL DESCRIPTION
ACCESS FLOORINGAF-1 RESILIENT INTEGRAL FACE
CARPET TILECPT-1 CARPET TILE
CONCRETECS SEALED
EPOXYEF-1 EPOXY FLOOR SYSTEM
RESILIENT FLOORINGRESVC-1 VINYL COMPOSITION TILE
TILETILEP-1 PORCELAIN TILE
WALK-OFF MATMAT-1 WALK OFF MAT: (RECESSED ENTRY MAT SYSTEM)
FINISH LEGEND - WALLSMATL DESCRIPTION
ACOUSTICAL FABRICAWS-1 ACOUSTICAL FABRIC PANEL
GLAZINGGLZ CURTIAN WALL GLAZING
GRAPHICSEGS-1 GRAPHIC PANEL
PAINTPCS-1 PAINTPCS-2 EPOXY WALL PAINT
TILETILEC-1 CERAMICTILEP-1 PORCELAIN
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
GENERAL NOTES1. INTERIOR AND EXTERIOR FINISH MATERIALS AND COLORS SHALL BE AS REFERENCED IN THE
SPECIFICATION SECTION 09 06 90 COLOR SCHEDULE. SPECIFICATION PROVIDES DETAILED INFORMATIONOF THE FINISH CODES SHOWN ON FINISH LEGEND AND FINISH SCHEDULE AS THE BASIS OF DESIGNPRODUCT OR EQUIVALENT.
2. REFERENCE ROOM FINISH PLANS A-XXX THRU A-XXX FOR FLOOR PATTERNS/ CHANGES, AND WALL FINISHCHANGES.
3. REFERENCE REFLECTED CEILING PLAN FOR CEILING MATERIAL AND HEIGHTS. ALL GYPSUM BOARDCEILINGS TO BE PAINTED (PCS-), UNLESS OTHERWISED NOTED. ALL OTS CEILINGS 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,
A-200 THRU 201, AND A-620.
REMARKS1. PROVIDE HIGH IMPACT RESISTENT/WATER RESISTENT GYPSUM WALL BOARD UP TO 8'-0" ABOVE FINISH
FLOOR LEVEL. PROVIDE WATER RESISTENT GYPSUM WALL BOARD 8'-0" ABOVE FINISH FLOOR LEVEL TOBOTTOM OF STRUCTURE.
2. PROVIDE WATER RESISTENT GYPSUM WALL BOARD.3. PROVIDE FULL HEIGHT GLASS MATT GYPSUM WALL BOARD.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
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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
OH
DOOR
PER
SCH
EDUL
E
DOOR PER SCHEDULE
F
11
2
12
12
1 2 3
2
ASCHEDULE
DOOR PERA
BDO
OR P
ER S
CHED
.D
A
11
8
GLASS TYPES:REFERENCE WINDOW SCHEDULEFOR WINDOW 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.
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
US ARMY CORPSOF ENGINEERS ®
51
D
2 3
C
4
A
B
DAT
EAP
PR.
DR
AWIN
G C
OD
E:
DR
AWN
BY:
DES
IGN
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ATE:
CH
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D B
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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
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/AR
CH
ITEC
T
MOBILE DISTRICT
NOT FOR CONSTRUCTIONDEFINITIVE DESIGN
DEFI
N ITI
VE D
ESIG
NBA
SE X
, CO N
US 1
/4" =
1'-0
"
4/15/2013 4:02:22 PM
T.J.
KIM
V. B
OR
CH
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T.J.
KIM
2/19
/201
3
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2/19
/201
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T.J.
KIM
KC-
46A
FUSE
LAGE
TRA
INER
(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 112.2 2" 4" 22" SP -
(FRAME WITH SPLIT TRANSOM)TYPE A B D TRANSOM G
8.2 2" 4" 22" GL 118.2 2" 4" 22" SP 11
(FLUSH PANEL)TYPE DESCRIPTION
F-IN FLUSH PANEL INSULATEDF FLUSH PANEL
(NARROW LIGHT)TYPE DESCRIPTION A B C D G
NL 24" 4" 2
(SPLIT LITE)TYPE DESCRIPTION A B C D E GSL-IN SPLIT LITE INSULATED 6" 10" 24" 6" 6" -SL-IN SPLIT LITE INSULATED 6" 10" 24" 6" 6" 11
(OVERHEAD)TYPE DESCRIPTIONOH-C COILING DOOR
DOOR SCHEDULE
DOORNUMBER
DOOR FRAME FRAME
FIRE RATING
DETAIL DETAIL DETAIL
REMARKSWIDTH TYPE MATERIAL HEAD JAMB SILLSIZE SIZE
TYPE MATERIALHEIGHT100.A - 3' - 0" 7' - 0" NL HM 1.1 HM 45 MIN. E5/A-611 B5/A-611 A5/A-611100.B - 3' - 0" 7' - 0" NL HM 3.1 HM - E5/A-611 B5/A-611 A5/A-611101.A PR. 6' - 0" 7' - 0" SL-IN AL/GL 2.2 AL - D2/A-611 B2/A-611 A2/A-611 1101.B PR. 6' - 0" 7' - 0" SL-IN AL/GL 2.2 AL - D2/A-611 B2/A-611 A2/A-611 1102.A - 3' - 0" 7' - 0" NL HM 1.1 HM 45 MIN. E5/A-611 B5/A-611 A5/A-611104.A - 3' - 0" 7' - 0" NL HM 1.1 WD - E5/A-611 B5/A-611 A5/A-611105.A - 3' - 0" 7' - 0" F HM 1.1 WD - E5/A-611 B5/A-611 A5/A-611106.A - 3' - 0" 7' - 0" NL HM 1.1 WD - E5/A-611 B5/A-611 A5/A-611107.A - 3' - 0" 7' - 0" F HM 1.1 WD - D7/A-611 B7/A-611 A7/A-611108.A - 3' - 0" 7' - 0" F HM 1.1 WD - E5/A-611 B5/A-611 A5/A-611109.A PR. 6' - 0" 7' - 0" F-IN HM 8.2 HM D7/A-611 B7/A-611 A7/A-611111.A - 3' - 0" 7' - 0" F-IN HM 2.2 HM - D7/A-611 B7/A-611 A7/A-611112.A - 3' - 0" 7' - 0" F-IN HM 2.2 HM - D7/A-611 B7/A-611 A7/A-611113.A - 3' - 0" 7' - 0" F-IN HM 2.2 HM - D7/A-611 B7/A-611 A7/A-611113.B 11' - 0" 12' - 8" OH-C HM 0 HM113.C 12' - 0" 12' - 8" OH-C HM 0 HM113.D 22' - 0" 16' - 0" OH-C HM 0 HM113.E - 3' - 0" 7' - 0" F-IN HM 2.2 HM - D7/A-611 B7/A-611 A7/A-611113.F - 3' - 0" 7' - 0" F-IN HM 2.2 HM - D7/A-611 B7/A-611 A7/A-611113.G - 3' - 0" 7' - 0" F-IN HM 2.2 HM - D7/A-611 B7/A-611 A7/A-611114.A PR. 6' - 0" 7' - 0" F-IN HM 8.2 HM D7/A-611 B7/A-611 A7/A-611
(FRAME WITH SIDELITE)TYPE A B C E SIDELITE G
3.1 2" 2" 2" 18" GL 2
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
DOOR AND FRAME TYPES LEGENDSP SOLID METAL PANELGL GLAZED PANEL
REMARKS1 ONE DOOR LEAF ACTIVE WITH ONE INACTIVE LEAF
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
INTERIOR METAL STUD WALLSEE PARTITION SCHEDULE
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
JAMB ANCHORS 3 PERJAMB MINIMUM
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
BUR
NS
& M
cDO
NN
ELL
9400
WAR
D P
ARKW
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641
14(8
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400
US ARMY CORPSOF ENGINEERS ®
51
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DAT
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PR.
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SHEET OF
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FILE:DATE:
U.S
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MOBILE DISTRICT
NOT FOR CONSTRUCTIONDEFINITIVE DESIGN
DEFI
N ITI
VE D
ESIG
NBA
SE X
, CO N
US 3
" = 1
'-0"
4/16/2013 9:27:37 AM
TJ K
IM
C. S
PRIN
KLE
TJ K
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4/17
/201
3
EP14
A-61
2
A-611
DO
OR
DET
AILS
4/17
/201
3TJ
KIM
KC-
46A
FUSE
LAGE
TRA
INER
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"A2 DETAIL (SILL)
SCALE: 3" = 1'-0"D5 DOOR (JAMB)
SCALE: 3" = 1'-0"D7 DETAIL (HEAD)
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'
SCALE: 3" = 1'-0"A7 DETAIL (SILL)
RE: S
CHED
ULE
6' - 0
"
4' - 0"
W01W01
88
88
W01W02
22
22
4' - 0"
RE: S
CHED
ULE
6' - 0
"
GLASS TYPES:REFERENCE WINDOW SCHEDULEFOR WINDOW 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.
BUR
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14(8
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US ARMY CORPSOF ENGINEERS ®
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FILE:DATE:
U.S
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CO
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/AR
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NOT FOR CONSTRUCTIONDEFINITIVE DESIGN
DEFI
N ITI
VE D
ESIG
NBA
SE X
, CO N
US 1
/4" =
1'-0
"
4/15/2013 4:00:56 PM
T.J.
KIM
C. S
PRIN
KLE
T.J.
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2/19
/201
3
EP14
A-62
0
A-620
WIN
DO
W S
CH
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LE2/
19/2
013
71170_A_FUT_Central.rvt
T.J.
KIM
KC-
46A
FUSE
LAGE
TRA
INER
WINDOW SCHEDULE
TYPESIZE HEAD
HEIGHTSILL
HEIGHTDETAILS
REMARKSWIDTH HEIGHT HEAD JAMB SILL
W01 4' - 0" 6' - 0" 9' - 4" 3' - 4" E5/A-621 C5/A-621 A5/A621W02 4' - 0" 6' - 0" 9' - 4" 3' - 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 SECURITY METAL MESH AT INTERIOR SIDE OF GLASS PANEL AT ALLWINDOWS AT OPEN STORAGE AREA. REFERENCE E.Y. DRAWINGS FOR OPENSTORAGE BOUNDARY.
3. PROVIDE BLINDS FOR ALL EXTERIOR WINDOWS. RE: SPECIFICATION SECTION122100
FINISH CEILING -SEE ROOM FINISHSCHEDULE
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"
EXTERIOR WALLASSEMBLYRE: A7/A-850 FORMORE INFORMATION
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
INTERIOR METAL STUD WALLSEE PARTITION SCHEDULE
SEALANT (TYPICAL)EACH SIDE
HOLLOW METAL FRAME
1/4" TEMPERED GLASS
DOUBLE STUDHEADER
FILLER BLOCK
INTERIOR METAL STUD WALLSEE PARTITION SCHEDULE
DOUBLE METALSTUDS
HOLLOW METAL FRAME
JAMB ANCHORS 3 PERJAMB MINIMUM
GLASS PER SCHEDULEGLAZING STOP
INTERIOR METAL STUD WALLSEE PARTITION SCHEDULE
SEALANT (TYPICAL)EACH SIDE
HOLLOW METAL FRAME
1/4" TEMPERED GLASS
DOUBLE STUDHEADER
FILLER BLOCK
BUR
NS
& M
cDO
NN
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9400
WAR
D P
ARKW
AYKA
NSA
S C
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MO
641
14(8
16) 3
33-9
400
US ARMY CORPSOF ENGINEERS ®
51
D
2 3
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A
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DAT
EAP
PR.
DR
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DR
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BY:
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NUMBER:
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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
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F
FILE:DATE:
U.S
. AR
MY
ENG
INEE
R D
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CO
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OF
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MO
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ITEC
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NOT FOR CONSTRUCTIONDEFINITIVE DESIGN
DEFI
N ITI
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NBA
SE X
, CO N
US 3
" = 1
'-0"
4/16/2013 8:29:14 AM
TJ K
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4/17
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3
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A-62
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A-621
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TJ K
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LAGE
TRA
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SCALE: 3" = 1'-0"E5 DETAIL (HEAD)
SCALE: 3" = 1'-0"A5 WINDOW (SILL)
SCALE: 3" = 1'-0"C5 DETAIL (JAMB)
SCALE: 3" = 1'-0"E7 DETAIL (HEAD)
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: S
CHED
ULE
2' - 0
"
RE: S
CHED
ULE
3' - 2
"
3' - 4"
8' - 0"
L1L02 L1L03 L1L04L1L01
RE: S
CHED
ULE
RE: S
CHED
ULE
17' - 6"
5' - 5
1/2"
123
13' - 6"
9' - 1
"
123
BUR
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14(8
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US ARMY CORPSOF ENGINEERS ®
51
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SHEET OF
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U.S
. AR
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DEFI
N ITI
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NBA
SE X
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US 1
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4/15/2013 4:00:58 PM
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PRIN
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2/19
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71170_A_FUT_Central.rvt
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FUSE
LAGE
TRA
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LOUVER SCHEDULE
TYPESIZE HEAD
HEIGHTSILL
HEIGHTDETAILS
REMARKSWIDTH HEIGHT HEAD JAMB SILL
L01 3' - 4" 2' - 0" 9' - 4" 7' - 4" D4/A-631 C4/A-631 A4/A-631L02 16' - 0" 3' - 2" 22' - 8" 19' - 6" D4/A-631 C4/A-631 A4/A-631L03 13' - 6" 13' - 4" D4/A-631 C4/A-631 A4/A-631L04 17' - 6" 13' - 4" D4/A-631 C4/A-631 A4/A-631
VARIESVARIES
VARIESVARIES
FINISH CEILING -SEE ROOM FINISHSCHEDULE
EXTERIOR WALLASSEMBLYRE: A7/A-850 FORMORE INFORMATION
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
EXTERIOR WALLASSEMBLYRE: A7/A-850 FORMORE INFORMATION
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
RIGID INSULATION-RETURN AT TOP
STAINLESS STEELSILL
VAPOR BARRIER
INSECT SCREEN
BRICK OR EXTERIORVENEER MATERIAL,
PER ELEVATION
EXTERIOR WALLASSEMBLYRE: A7/A-850 FORMORE INFORMATION
VAPOR BARRIER
METAL LOUVER
LOUV
ER W
IDTH
SEE
SCHE
D.
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
18 GA. 2" X 2"STAINLESS STEELCORNER GUARD
INSECT SCREEN
ALIG
N
BUR
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14(8
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US ARMY CORPSOF ENGINEERS ®
51
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SHEET OF
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DAT
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DES
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SYM
BOL
REV
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FILE:DATE:
U.S
. AR
MY
ENG
INEE
R D
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CO
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NOT FOR CONSTRUCTIONDEFINITIVE DESIGN
DEFI
N ITI
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NBA
SE X
, CO N
US 3
" = 1
'-0"
4/16/2013 8:29:15 AM
TJ K
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TJ K
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4/17
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TRA
INER
SCALE: 3" = 1'-0"D4 DETAIL (HEAD)
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
.(N
IC)
UP
UP
A
B
C
G
1 2 3 4 5 6 7
E
D
F
FUSELAGE TRAINER113
COMM111
MECH109
WOMEN'S TOILET108
MEN'S TOILET105
BREAK ROOM103
CORR102
BRIEF106 CLASSROOM
100
BRIEF104
VEST101
ELEC112
JAN107
FIRE PUMP ROOM114
MECH YARD
WHITE BOARD
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
US ARMY CORPSOF ENGINEERS ®
51
D
2 3
C
4
A
B
DAT
EAP
PR.
DR
AWIN
G C
OD
E:
DR
AWN
BY:
DES
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ATE:
CH
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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
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CO
RPS
OF
ENG
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MO
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, ALA
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GIN
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CH
ITEC
T
MOBILE DISTRICT
NOT FOR CONSTRUCTIONDEFINITIVE DESIGN
DEFI
N ITI
VE D
ESIG
NBA
SE X
, CO N
US 1
/8" =
1'-0
"
4/15/2013 4:01:02 PM
E. A
LLEN
E. A
LLEN
T.J.
KIM
2/19
/201
3
EP14
A-70
1
A-701
FUR
NIT
UR
E PL
AN2/
19/2
013
71170_A_FUT_Central.rvt
E. A
LLEN
KC-
46A
FUSE
LAGE
TRA
INERFURNITURE PLAN
0 4' 8' 16'
SCALE:1/8"=1'
PLANNORTH
324th Air Base GroupFuselage Trainer
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 115
Updateable Insert
9"
6"3"
PERMANENT RAISEDTEXT 1 1/2" HIGH WITHBRAILLE BELOW
3/8" THICK MATTE ACRYLIC
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" THICK MATTE ACRYLIC
3/8"
3/8"
8"
PERMANENT RAISEDTEXT, 1/2" HIGH WITHGRADE II BRAILLE BELOW
FOR SIGNS USED ON EXTERIOR OFBUILDING BRAILLE IS NOT REQUIRED
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
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
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
US ARMY CORPSOF ENGINEERS ®
51
D
2 3
C
4
A
B
DAT
EAP
PR.
DR
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G C
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E:
DR
AWN
BY:
DES
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SHEETREFERENCE
NUMBER:
CO
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T ©
201
3 BU
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S AN
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ON
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L EN
GIN
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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
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EER
/AR
CH
ITEC
T
MOBILE DISTRICT
NOT FOR CONSTRUCTIONDEFINITIVE DESIGN
DEFI
N ITI
VE D
ESIG
NBA
SE X
, CO N
USAs
indi
cate
d
4/15/2013 4:01:04 PM
E. A
LLEN
E. A
LLEN
T.J.
KIM
2/19
/201
3
EP14
A-71
1
A-711
SIG
NAG
E SC
HED
ULE
&D
ETAI
LS2/
19/2
013
71170_A_FUT_Central.rvt
E. A
LLEN
KC-
46A
FUSE
LAGE
TRA
INER
SIGNAGE SCHEDULESIGN
DOORNUMBER
ROOMNUMBER
MESSAGE
COMMENTSTAG TYPESIGN
NUMBER TEXT
G100.1 BB2 100.A 100 100 CLASSROOMG100.2 BB2 100.B 100 100 CLASSROOMG101 DD 101.A EXT - NO SMOKING WITHIN 25'G102 AA2 - 102 - "DIRECTORY"
G102.A BB2 102.A 102 113 FUSELAGE TRAINING BAYG102.B BB2 102A 113 102 TO BRIEFING ROOMSG103 BB2 103.A 103 103 BREAK ROOMG104 BB2 104.A 104 104 BRIEFING ROOMG105 BB7 105.A 105 - MENG106 BB2 106.A 106 106 BRIEFING ROOMG107 BB2 107.A 107 107 JANITORG108 BB7 108.A 108 - WOMENG109 BB4 109.A 109 109 MECHANICALG111 BB4 111.A 111 111 COMMUNICATIONSG112 BB4 112.A 112 112 ELECTRICALG114 BB4 114.A 114 114 FIRE PUMP ROOM
SIGN TYPE AA2 SIGN TYPE BB2
SIGN TYPE BB4SIGN TYPE BB7SIGN TYPE DD
SIGNAGE MOUNTING HEIGHT
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
US ARMY CORPSOF ENGINEERS ®
51
D
2 3
C
4
A
B
DAT
EAP
PR.
DR
AWIN
G C
OD
E:
DR
AWN
BY:
DES
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ATE:
CH
ECKE
D B
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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
NOT FOR CONSTRUCTIONDEFINITIVE DESIGN
DEFI
N ITI
VE D
ESIG
NBA
SE X
, CO N
US
4/15/2013 5:08:24 PM
T.J.
KIM
C. S
PRIN
KLE
T.J.
KIM
2/19
/201
3
EP14
A-80
0
A-800
PER
SPEC
TIVE
S2/
19/2
013
71170_A_FUT_Central.rvt
T.J.
KIM
KC-
46A
FUSE
LAGE
TRA
INER
A1 NE CORNER A5 NW CORNER
D5 SE CORNERD1 SW CORNER
SOAPDISPENSER
MIRROR
GRAB BAR
33"-3
6"
FORW
ARD
REAC
H
38"-4
8" T
O EN
SURE
OPER
ABLE
PAR
T
48" M
AX T
O HI
GHES
T
PAPER TOWELDISPENSER /WASTERECEPTACLE
FORW
ARD
REAC
H
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
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
US ARMY CORPSOF ENGINEERS ®
51
D
2 3
C
4
A
B
DAT
EAP
PR.
DR
AWIN
G C
OD
E:
DR
AWN
BY:
DES
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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
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
NOT FOR CONSTRUCTIONDEFINITIVE DESIGN
DEFI
N ITI
VE D
ESIG
NBA
SE X
, CO N
USAs
indi
cate
d
4/16/2013 8:29:17 AM
TJ K
IM
M. P
OLL
MAN
N
TJ K
IM
4/17
/201
3
EP14
A-82
0
A-820
TYPI
CAL
AC
CES
SIBI
LITY
DET
AILS
4/17
/201
3TJ
KIM
KC-
46A
FUSE
LAGE
TRA
INER
1iS3 PARTITION TYPE - NO FIRE RATING
1iS3a PARTITION TYPE - NO FIRE RATING (NOT USED)SAME 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 RATING (NOT USED)SIMILAR TO UL DESIGN NO. U465
TOP OF CONCRETE ORACCESS FLOOR SYSTEM
EACH LAYER OF GYPSUM BOARDSET IN CONT. BEAD OF SEALANT(TYP.)
METAL BOTTOMRUNNER
1iS5 PARTITION TYPE - NO FIRE RATING
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 RATING (NOT USED)SAME AS PARTITION TYPE S5 W/O BATT INSULATION
TOP OF CONCRETE OR ACCESSFLOOR SYSTEM
EACH LAYER OF GYPSUM BOARDSET IN CONT. BEAD OF SEALANT(TYP.)
METAL BOTTOM RUNNER
SSMA:362S162-33 METAL STUDBRACE @ 48" O.C. MAX. EXTENDBRACE AND SECURE TOADJACENT STUD WALL, STEELSOLUMN, OR CONCRETE WALL
1iS7 PARTITION TYPE - NO FIRE RATING
1iS7c PARTITION TYPE - 1 HR FIRE RATINGSIMILAR TO UL DESIGN NO. U465
3 1/2" MIN UNFACED BATTINSULATION
SEE ROOM FINISH SCHEDULE FORFINISH MATERIALS OVER GYPSUMBOARD
SCHEDULED CEILING
HEAD
CEILING
PLAN
BASE
EACH LAYER OF GYPSUM BOARDSET IN CONT. BEAD OF SEALANT(TYP.)
METAL BOTTOM RUNNER
1 LAYER OF 5/8" TYPE "X" GYPBOARD EACH SIDE OF600S200-54 @ 16" O.C.
1iS7f PARTITION TYPE - 1 HR FIRE RATINGSAME AS PARTITION TYPE S7. PROVIDE CEMENTITIOUS BACKER UNITS OVER GYPBOARD (AT SHOWER WALLS) OR WATER RESISTANT GYP BD (AT ALL OTHER TOILETOR RESTROOM WALLS) ON WET SIDE OF WALL
1iS8 PARTITION TYPE - NO FIRE RATING (NOT USED)
3 1/2" MIN UNFACED BATTINSULATION
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.
SCHEDULED BASE - SEE ROOMFINISH SCHEDULE
CONTINUOUS ACOUSTICALSEALANT AT TOP OFGYPSUM BOARD
TOP OF CONCRETE OR ACCESSFLOOR SYSTEM
SCHEDULED BASE - SEE ROOMFINISH SCHEDULE
PROVIDE ACOUSTICAL ANDSMOKESTOP SEALANT AT SMOKEPARTITIONS AND FIRESTOPSEALANT AT FIRE RATEDPARTITIONS. TYPICAL EACH SIDE.
SCHEDULED BASE - SEE ROOMFINISH SCHEDULE
UNDERSIDE OF METAL DECK ORSTRUCTURE ABOVE
UNDERSIDE OF METAL DECK ORSTRUCTURE ABOVE
UNDERSIDE OF METAL DECK ORSTRUCTURE ABOVE
8" T
YP.
1iS3b PARTITION TYPE - SMOKE PARTITION (NOT USED)SIMILAR TO UL DESIGN NO. U465
1iS5g PARTITION TYPE - USE 250S125-33 (NOT USED)
1iS7b PARTITION TYPE - SMOKE PARTITION (NOT USED)SIMILAR 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
cDO
NN
ELL
9400
WAR
D P
ARKW
AYKA
NSA
S C
ITY,
MO
641
14(8
16) 3
33-9
400
US ARMY CORPSOF ENGINEERS ®
51
D
2 3
C
4
A
B
DAT
EAP
PR.
DR
AWIN
G C
OD
E:
DR
AWN
BY:
DES
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Y:D
ATE:
CH
ECKE
D B
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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
NOT FOR CONSTRUCTIONDEFINITIVE DESIGN
DEFI
N ITI
VE D
ESIG
NBA
SE X
, CO N
US 1
/2" =
1'-0
"
4/15/2013 4:00:44 PM
T.J.
KIM
V. B
OR
CH
ERS
T.J.
KIM
2/19
/201
3
EP14
A-83
0
A-830
PAR
TITI
ON
TYP
ES2/
19/2
013
71170_A_FUT_Central.rvt
T.J.
KIM
KC-
46A
FUSE
LAGE
TRA
INER
PARTITION TYPES-01
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
RUNNER TRACKSLIP CLIP
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
RUNNER TRACKSLIP CLIP
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
NN
ELL
9400
WAR
D P
ARKW
AYKA
NSA
S C
ITY,
MO
641
14(8
16) 3
33-9
400
US ARMY CORPSOF ENGINEERS ®
51
D
2 3
C
4
A
B
DAT
EAP
PR.
DR
AWIN
G C
OD
E:
DR
AWN
BY:
DES
IGN
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CH
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D B
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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
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PRO
JEC
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GIN
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/AR
CH
ITEC
T
MOBILE DISTRICT
NOT FOR CONSTRUCTIONDEFINITIVE DESIGN
DEFI
N ITI
VE D
ESIG
NBA
SE X
, CO N
USAs
indi
cate
d
4/16/2013 8:29:18 AM
T.J.
KIM
C. S
PRIN
KLE
T.J.
KIM
4/17
/201
3
EP14
A-83
1
A-831
PAR
TITI
ON
TYP
ES D
ETAI
LS4/
17/2
013
T.J.
KIM
KC-
46A
FUSE
LAGE
TRA
INER
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)
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
FIRE SEALANT W/ BACKER RODALL AROUND BOTH SIDES
FIRESTOP SEALANTALL AROUND BOTHSIDES
5/8" THK GYP BOARD ON BOTHSIDES OF METAL STUD FRAME
PACK VOID W/ FIRESAFING INSULATION
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
PACK VOID W/ FIRESAFING INSULATION
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
PACK VOID W/ FIRESAFING INSULATION
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
ITY,
MO
641
14(8
16) 3
33-9
400
US ARMY CORPSOF ENGINEERS ®
51
D
2 3
C
4
A
B
DAT
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PR.
DR
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G C
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E:
DR
AWN
BY:
DES
IGN
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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
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PRO
JEC
T EN
GIN
EER
/AR
CH
ITEC
T
MOBILE DISTRICT
NOT FOR CONSTRUCTIONDEFINITIVE DESIGN
DEFI
N ITI
VE D
ESIG
NBA
SE X
, CO N
USAs
indi
cate
d
4/16/2013 9:27:38 AM
TJ K
IM
A. B
ERKE
TJ K
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4/17
/201
3
EP14
A-84
0
A-840
TYPI
CAL
PEN
ETR
ATIO
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ETAI
LS4/
17/2
013
TJ K
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KC-
46A
FUSE
LAGE
TRA
INER
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
REFERENCE ADDITIONALNOTES & DIMENSIONSFROM DETAIL AT LEFT
METAL WALL PANEL PER BASESTANDARD (PROFILEDVERTICAL PANEL SHOWN)
CONT. STAINLESSSTEEL FLASHING
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"
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
US ARMY CORPSOF ENGINEERS ®
51
D
2 3
C
4
A
B
DAT
EAP
PR.
DR
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G C
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DR
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BY:
DES
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ATE:
CH
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D B
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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
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PRO
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GIN
EER
/AR
CH
ITEC
T
MOBILE DISTRICT
NOT FOR CONSTRUCTIONDEFINITIVE DESIGN
DEFI
N ITI
VE D
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NBA
SE X
, CO N
US 1
" = 1
'-0"
4/16/2013 8:29:22 AM
TJ K
IM
C. S
PRIN
KLE
TJ K
IM
4/17
/201
3
EP14
A-85
0
A-850
MIS
CEL
LAN
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S D
ETAI
LS4/
17/2
013
TJ K
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KC-
46A
FUSE
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TRA
INER
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
REFERENCE ADDITIONALNOTES & DIMENSIONSFROM DETAIL AT LEFT
GRID
EDGE OF SOFFIT
2' - 8" 1' - 3" 6"
BOTTOMOF SOFFIT
CONT. STAINLESSSTEEL FLASHING
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
ILING
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
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
US ARMY CORPSOF ENGINEERS ®
51
D
2 3
C
4
A
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DAT
EAP
PR.
DR
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G C
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DR
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BY:
DES
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CH
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D B
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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
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PRO
JEC
T EN
GIN
EER
/AR
CH
ITEC
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MOBILE DISTRICT
NOT FOR CONSTRUCTIONDEFINITIVE DESIGN
DEFI
N ITI
VE D
ESIG
NBA
SE X
, CO N
USAs
indi
cate
d
4/16/2013 8:29:24 AM
TJ K
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C. S
PRIN
KLE
TJ K
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4/17
/201
3
EP14
A-85
1
A-851
MIS
CEL
LAN
EOU
S D
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LS4/
17/2
013
TJ K
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KC-
46A
FUSE
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TRA
INER
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
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
US ARMY CORPSOF ENGINEERS ®
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
NOT FOR CONSTRUCTIONDEFINITIVE DESIGN
DEFI
N ITI
VE D
ESIG
NBA
SE X
, CO N
USAs
indi
cate
d
4/16/2013 8:29:25 AM
T.J.
KIM
C. S
PRIN
KLE
T.J.
KIM
4/17
/201
3
EP14
A-85
2
A-852
MIS
CEL
LAN
EOU
S D
ETAI
LS4/
17/2
013
T.J.
KIM
KC-
46A
FUSE
LAGE
TRA
INER
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.
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 MANUFACTURERSRECOMMENDATIONS, 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 ANDIN MECHANICAL 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 NOTEDOTHERWISE.
DUCT DIMENSIONS INDICATED REFER TO SHEET METAL DIMENSIONS. SHEET METAL SIZE SHALL BE AIR OPENINGDIMENSION PLUS THE THICKNESS OF ACOUSTICAL LINER WHERE LINER IS INSTALLED. WHERE LINER IS NOT INSTALLED,AIR OPENING SIZE AND SHEET METAL SIZE SHALL BE THE SAME.
DUCT STATIC PRESSURE CLASSIFICATION: UNLESS OTHERWISE INDICATED, CONSTRUCT DUCTS ON THE DISCHARGE SIDEOF FANS AND VAV BOXES TO HAVE 1.0 IN. W.C. POSITIVE PRESSURE AND DUCTS ON THE INLET SIDE OF EQUIPMENT TO HAVE1.0 IN. W.C. NEGATIVE PRESSURE CLASSIFICATIONS. DUCTS ON OUTLET SIDE OF AHU'S SHALL HAVE 3.0 INCH POSITIVEPRESSURE CLASS 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.
PROVIDE STRUCTURAL EQUIPMENT PADS IN ACCORDANCE WITH DETAIL IN STRUCTURAL DRAWINGS.
EMERGENCY 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 THIS DEFINITIVEDESIGN.
THE DEFINITIVE MECHANICAL DESIGN IS BASED UPON A VARIABLE AIR VOLUME AIR SIDE SYSTEM FOR THE BUILDING WITHCOOLING PROVIDED BY CONDENSING UNITS AND HEATING FROM HOT WATER BOILERS. MECHANICAL DESIGNER SHALL BASEFINAL SYSTEM DETERMINATION ON RESULTS OF A LIFE CYCLE COST ANALYSIS.
ESTIMATED LOADS HAVE BEEN USED FOR THE COMM ROOM EQUIPMENT. ACTUAL LOADS FROM THE EQUIPMENT PROVIDERARE TO BE SUBSTITUTED.
GEOGRAPHICAL LOCATION, SCHEDULE OF BUILDING OPERATIONS, UTILITY RATES AND FINAL OCCUPANCY ARE UNKNOWN. THESYSTEMS DEPICTED ARE BASED ON AN ASSUMED POPULATION AND USE PRELIMINARY HEATING AND COOLING EQUIPMENTLOADS 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
& M
cDO
NN
ELL
9400
WAR
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MO
641
14(8
16) 3
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400
US ARMY CORPSOF ENGINEERS ®
51
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SHEETREFERENCE
NUMBER:
CO
PYR
IGH
T ©
201
3 BU
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D M
CD
ON
NEL
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GIN
EER
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CO
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.
SHEET OF
6 7 8 9
DAT
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DES
CR
IPTI
ON
SYM
BOL
REV
ISIO
NS
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
ENG
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, ALA
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/AR
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ITEC
T
MOBILE DISTRICT
NOT FOR CONSTRUCTIONDEFINITIVE DESIGN
12"
= 1
'-0"
4/15/2013 12:07:41 PM
T. K
ARR
E
K. H
IMES
J. B
UR
GER
4/17
/201
3
EP14
M-0
01
M-001
MEC
HAN
ICAL
LEG
END
AN
DAB
BREV
IATI
ON
S4/
17/2
013
T. K
ARR
E
KC-
46A
FUSE
LAGE
TRA
INER
DEFI
NITI
VE D
ESIG
NBA
SE X
, CON
US
REF
.(N
IC)
UP
UP
1 2 3 4 5 6 7
G
F
E
D
C
B
A
FUSELAGETRAINER
113
CU-2
CU-1
CU-3
CRU-1
HWB-1HWB-2
CHEMTREAT
HWS EXPTANK
DWH-1
DDC PANEL
UH-2UH-1
T
UH-4
T
VAV-4
30"ø SA 26"ø SA 20"ø SA36"ø SA
31' - 6" BOD EL
22"ø SA20"ø SA
EF-1
VAV-5
VAV-1
VAV-3
VAV-2
96x72RETURNGRILLE
RA
SA
RA
SA
SASA
EA
RA
EA
ESS
2
72x32RELIEFLOUVER
UH-6
20"ø SA25' - 10" BOD EL
1
UH-3
96x72INTAKELOUVER
FIRE PUMP ROOM114
84x24INTAKELOUVER
3
M
36x12INTAKELOUVER
3
M
ERU-1
BRIEF106
CLASSROOM100
VEST101BREAK ROOM
103
BRIEF104
COMM111
MECH109
JAN107
WOMEN'S TOILET108
ELEC112
MEN'S TOILET105
CORR102
UH-5
GLYCOLHWP-4
AHU-1
HWP-2HWP-1
CUH-1
M
5 TYPICAL
T
T
T
TT
T
T
T
TO AHU-2
7
HWP-3
AHU-2
30"x30" RA
M
M
36x24EXHAUSTLOUVER
4
24"x16" EA
10"x12" EA
10"x12" EA
18"x18" SA
EF-2
12"x12" EA18' - 0" BOD EL
12"x12" EA26' - 0" BOD EL
24x24INTAKELOUVER
M
CO2
CO2
CO2
3
3
CO2
CO2
84x32RELIEFLOUVER
6
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
US ARMY CORPSOF ENGINEERS ®
51
D
2 3
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B
DAT
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PR.
DR
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G C
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DR
AWN
BY:
DES
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CH
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SCAL
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SHEETREFERENCE
NUMBER:
CO
PYR
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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
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, ALA
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GIN
EER
/AR
CH
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MOBILE DISTRICT
NOT FOR CONSTRUCTIONDEFINITIVE DESIGN
1/8
" = 1
'-0"
4/15/2013 12:07:45 PM
T. K
ARR
E
K. H
IMES
J. B
UR
GER
4/17
/201
3
M-101
MEC
HAN
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HVA
C P
LAN
4/17
/201
3T.
KAR
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KC-
46A
FUSE
LAGE
TRA
INER
DEFI
NITI
VE D
ESIG
NBA
SE X
, CON
US
1 FIRST FLOOR HVAC PLAN0 4' 8' 16'
SCALE:1/8"=1'
N
NOTES:1. SEE DRAWING M-001 FOR GENERAL NOTES,
LEGEND AND ABBREVIATIONS.
2. SEE DEFINITIVE DESIGN NOTES ON M-001 FORDESIGNER INSTRUCTIONS AND NOTES FORHOW TO USE THIS DRAWING.
3. INDIVIDUAL ROOM AIRFLOWS TO BEDETERMINED AFTER SITE SELECTION.DUCTWORK SIZES SHOWN ARE PRELIMINARY.
KEYED NOTES:COORDINATE SUPPLY DUCT CONNECTION TOFUSELAGE WITH EQUIPMENT PROVIDED.
HVAC EMEGENCY SHUTDOWN SWITCH.
BLANK OFF UNUSED LOUVER WITH INSULATEDMETAL PANEL.
CONNECT 24"x24" SECTION OF LOUVER TO DUCTFROM EF-1. CONNECT 12"x24" SECTION OF LOUVERTO DUCT FROM ERU-1.
SUPPLY AIR REGISTER ANGLED DOWNWARD.
CONNECT 24"x32" SECTION OF LOUVER TOEXHAUST DUCT FROM EF-2. 48"x32" SECTION OFLOUVER SHALL BE CONNECTED TO RELIEFDAMPER. SEE DETAIL A6 ON SHEET M-502 FORRELIEF LOUVER WITH BOOT.
CONNECT 72"x32" SECTION OF LOUVER TO RELIEFDAMPER. SEE DETAIL A6 ON SHEET M-502 FORRELIEF LOUVER WITH BOOT.
1
2
3
4
5
6
7
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 +
BUR
NS
& M
cDO
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9400
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14(8
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400
US ARMY CORPSOF ENGINEERS ®
51
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DR
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SHEETREFERENCE
NUMBER:
CO
PYR
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T ©
201
3 BU
RN
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D M
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ON
NEL
L EN
GIN
EER
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CO
MPA
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.
SHEET OF
6 7 8 9
DAT
E
DES
CR
IPTI
ON
SYM
BOL
REV
ISIO
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E
F
FILE:DATE:
U.S
. AR
MY
ENG
INEE
R D
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CO
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MOBILE DISTRICT
NOT FOR CONSTRUCTIONDEFINITIVE DESIGN
DEFI
N ITI
VE D
ESIG
NBA
SE X
, CO N
US 1
2" =
1'-0
"
4/15/2013 3:32:14 PM
T. K
ARR
E
K. H
IMES
J. B
UR
GER
4/17
/201
3
EP14
M-5
01
M-501
MEC
HAN
ICAL
DET
AILS
4/17
/201
3T.
KAR
RE
KC-
46A
FUSE
LAGE
TRA
INER
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
NN
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9400
WAR
D P
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NSA
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14(8
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400
US ARMY CORPSOF ENGINEERS ®
51
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DAT
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PR.
DR
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DR
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BY:
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CH
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SCAL
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SHEETREFERENCE
NUMBER:
CO
PYR
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T ©
201
3 BU
RN
S AN
D M
CD
ON
NEL
L EN
GIN
EER
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CO
MPA
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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
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CO
RPS
OF
ENG
INEE
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ITEC
T
MOBILE DISTRICT
NOT FOR CONSTRUCTIONDEFINITIVE DESIGN
DEFI
N ITI
VE D
ESIG
NBA
SE X
, CO N
US 1
2" =
1'-0
"
4/15/2013 3:32:18 PM
T. K
ARR
E
K. H
IMES
J. B
UR
GER
4/17
/201
3
EP14
M-5
02
M-502
MEC
HAN
ICAL
DET
AILS
4/17
/201
3T.
KAR
RE
KC-
46A
FUSE
LAGE
TRA
INER
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
NS
& M
cDO
NN
ELL
9400
WAR
D P
ARKW
AYKA
NSA
S C
ITY,
MO
641
14(8
16) 3
33-9
400
US ARMY CORPSOF ENGINEERS ®
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
NOT FOR CONSTRUCTIONDEFINITIVE DESIGN
DEFI
N ITI
VE D
ESIG
NBA
SE X
, CO N
US 1
2" =
1'-0
"
4/15/2013 3:32:22 PM
T. K
ARR
E
K. H
IMES
J. B
UR
GER
4/17
/201
3
EP14
M-5
03
M-503
MEC
HAN
ICAL
DET
AILS
4/17
/201
3T.
KAR
RE
KC-
46A
FUSE
LAGE
TRA
INER
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
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
US ARMY CORPSOF ENGINEERS ®
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
NOT FOR CONSTRUCTIONDEFINITIVE DESIGN
DEFI
N ITI
VE D
ESIG
NBA
SE X
, CO N
US 1
2" =
1'-0
"
4/15/2013 3:32:26 PM
T. K
ARR
E
K. H
IMES
J. B
UR
GER
4/17
/201
3
EP14
M-5
04
M-504
MEC
HAN
ICAL
DET
AILS
4/17
/201
3T.
KAR
RE
KC-
46A
FUSE
LAGE
TRA
INER
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:
DU
CT
CO
NN
ECTI
ON
S
RE C
TAN
GU
LAR
RE C
TAN
GU
LAR
RO
UN
D O
R R
E CTA
NG
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.
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
US ARMY CORPSOF ENGINEERS ®
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
NOT FOR CONSTRUCTIONDEFINITIVE DESIGN
DEFI
N ITI
VE D
ESIG
NBA
SE X
, CO N
US 1
2" =
1'-0
"
4/15/2013 3:32:45 PM
T. K
ARR
E
K. H
IMES
J. B
UR
GER
4/17
/201
3
EP14
M-5
05
M-505
MEC
HAN
ICAL
DET
AILS
4/17
/201
3T.
KAR
RE
KC-
46A
FUSE
LAGE
TRA
INER
SCALE: NTSD7 INLINE PUMP
SCALE: NTSA7
TYPICAL SHUT-OFF TYPE AIR TERMINALUNIT DETAIL
SCALE: NTSD4 CENTRIFUGAL PUMP (END SUCTION)
SCALE: NTSA3 FIRE DAMPER
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
US ARMY CORPSOF ENGINEERS ®
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
NOT FOR CONSTRUCTIONDEFINITIVE DESIGN
4/15/2013 12:07:47 PM
T. K
ARR
E
K. H
IMES
J. B
UR
GER
4/17
/201
3
M-601
MEC
HAN
ICAL
SC
HED
ULE
S4/
17/2
013
T. K
ARR
E
KC-
46A
FUSE
LAGE
TRA
INER
DEFI
NITI
VE D
ESIG
NBA
SE X
, CON
US
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 ADMINAREAS
MECHROOM
0 1700 1000 900 0 0 0 1.25 0 1255 BIAIRFOIL
18 CLASS I VFD 2.3 2600 ECM 460 3
AHU-2 TRAINERBAY
MECHROOM
0 12000 4000 800 0 0 0 13 0 1410 BIAIRFOIL
25 CLASS I VFD 15 1750 ODP 460 3
AIR HANDLING UNIT SCHEDULE (AHU) 2/3
EQUIPMENTTAG
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)REFRIGERANT
TYPE
MIN.ROWS /
MAX. FPI
MAX. AIRPRESSUREDROP (IN.
W.C.)AHU-1 1700 0 0 55 54 0 0 500 R-410A 6 0AHU-2 12000 0 0 55 54 0 0 500 R-410A 6 0
AIR HANDLING UNIT SCHEDULE (AHU) 3/3
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
(MBH)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
WATER1700 0 0 0 180 160 12 1 0 0.00 CARTRIDGE 8 0 CARTRIDGE 13 0 0
AHU-2 HOTWATER
12000 0 0 0 180 160 35 1 0 0.00 CARTRIDGE 8 0 CARTRIDGE 13 0 0
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.)
CRU-1 COMMROOM
HORIZONTALSUSPENDED
0 885 CFM 0.5 R-410A 22 22 72 60
COMPUTER ROOM UNIT SCHEDULE (CRU) 2/2
TAG NO.HEATTYPE
ELECTRIC HEAT HUMIDIFIER FILTER ELECTRICAL
REMARKSCAPACITY
(KW)HEAT
CONTROL TYPECAPACITY(LBS/HR) KW
FILTERTYPE
EFFICIENCY(MERV)
PRESSUREDROP (IN.
W.C.)
DIRTY FILTERPRESSURE
DROP (IN. W.C.) VOLTS PHASE
FULL LOADAMPS
(AMPS)CRU-1 ELECTRIC 4.7 SCR 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 AHU-1 73 2 11.1 2 0.75 R-410A 460 3 40CU-2 AHU-2 300 4 10.6 4 1 R-410A 460 3 85CU-3 CRU-1 22 1 0 1 0.2 R-410A 208 1 13.4
NOTES:1. AIRFLOWS, LOADS, AND MOTOR INFORMATION IS PRELIMINARY AND SHALL BE VALIDATED BY THE DESIGNER OF RECORD.
NOTES:1. AIRFLOWS, LOADS, AND MOTOR INFORMATION IS PRELIMINARY AND SHALL BE VALIDATED BY THE DESIGNER OF RECORD.
ENERGY RECOVERY UNIT SCHEDULE (ERU)
TAG LOCATION TYPE ORIENTATIONEXHAUSTAIRFLOW
OUTSIDEAIR
AIRFLOW
MINIMUM OASUMMER
EFFECTIVENESS(%)
MINIMUM OAWINTER
EFFECTIVENESS(%)
PREHEAT COIL
VOLUMECONTROL INTERLOCK
EXHAUST FAN OUTSIDE AIR FAN FILTERS ELECTRICAL
REMARKSTYPECAPACITY
(KW)
EXTERNALSTATIC
PRESSURE(IN WC)
TOTALSTATIC
PRESSURE(IN WC)
MINMOTOR
HP
EXTERNALSTATIC
PRESSURE(IN WC)
TOTALSTATIC
PRESSURE(IN WC)
MINMOTOR
HP TYPEEFFICIENCY
(MERV)
PRESSUREDROP (IN
WC)
DIRTYFILTER
PRESSUREALLOWANCE
(IN WC) VOLTAGE PHASE MCAERU-1 MECH
ROOMENERGYWHEEL
INDOOR,SUSPENDED
675 CFM 900 CFM 60 60 ELECTRIC CONSTANT AHU-1 0.3 0 0.5 0.3 0 0.5 CARTRIDGE 8 0 0 208 1 26.3 1
NOTES:1. AIRFLOWS, LOADS, AND MOTOR INFORMATION IS PRELIMINARY AND SHALL BE VALIDATED BY THE DESIGNER OF RECORD.
NOTES:1. ALL SCHEDULED DATA SHALL BE VALIDATED BY THEDESIGNER OF RECORD. DATA INDICATED AS '0' WAS NOTDEEMED CRITICAL FOR DEVELOPMENT OF DEFINITIVEDESIGN.
BUR
NS
& M
cDO
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9400
WAR
D P
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NSA
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ITY,
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14(8
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400
US ARMY CORPSOF ENGINEERS ®
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
AWN
BY:
DES
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ATE:
CH
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SCAL
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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
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PRO
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T EN
GIN
EER
/AR
CH
ITEC
T
MOBILE DISTRICT
NOT FOR CONSTRUCTIONDEFINITIVE DESIGN
4/15/2013 12:07:48 PM
T. K
ARR
E
K. H
IMES
J. B
UR
GER
4/17
/201
3
M-602
MEC
HAN
ICAL
SC
HED
ULE
S4/
17/2
013
T. K
ARR
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KC-
46A
FUSE
LAGE
TRA
INER
DEFI
NITI
VE D
ESIG
NBA
SE X
, CON
US
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 1 415 500 125 180 160 40 20 NATURAL
GAS88 5:1 120 1 2, 3
HWB-2 MECHROOM
TBD NOTE 1 415 500 125 180 160 40 20 NATURALGAS
88 5:1 120 1 2, 3
HVAC PUMP SCHEDULE
TAG TYPE LOCATION SERVICEMAXIMUM FLUIDTEMP. - DEG. F.
MINIMUM FLUIDTEMP. - DEG. F.
CAPACITY- GPM
PUMPHEAD (FT)
SUCTIONSIZE - IN.
DISCHARGESIZE - IN.
MOTOR -RPM
MOTOR -HP
MOTORTYPE
STARTER /DISCONNECTPROVIDED BY`
SPEEDCONTROL
TYPE
ELECTRICAL
REMARKSVOLTS PHASEHWP-1 CENT. INLINE MECH ROOM HWS -
PRIMARY180 50 40 30 1.5 1.5 1750 1 ODP DIV 26 CONSTANT 460 3
HWP-2 CENT. INLINE MECH ROOM HWS -PRIMARY
180 50 40 30 1.5 1.5 1750 1 ODP DIV 26 CONSTANT 460 3
HWP-3 CENT. INLINE MECH ROOM HWS -SECONDARY
180 50 80 70 2 2 1750 5 ODP DIV 26 VFD 460 3
HWP-4 CENT. INLINE MECH ROOM HWS -SECONDARY
180 50 80 70 2 2 1750 5 ODP DIV 26 VFD 460 3
NOTES:1. PERCENTAGE SOLUTION OF GLYCOL TO BE DETERMINED AFTER SITE SELECTION.2. BOILER SHOWN FOR SPACE PLANNING PURPOSES. BOILER HAS BEEN SIZED BASED ON ESTIMATED LOADS. DESIGNER TO RESIZE BASED UPON ACTUAL GEOGRAPHIC LOCATION.3. WHERE CONDENSING BOILERS ARE USED, PROVIDE ACID NUETRALIZATION FOR BOILER CONDENSATE.
VARIABLE AIR VOLUME BOXES SCHEDULE
TAG LOCATION TYPE
INLETSIZE
(INCHES)
MIN INLETSTATIC
PRESSURE(IN WC)
MAXDESIGN
AIRFLOW
MINDESIGN
AIRFLOW
VAV BOXHEATINGAIRFLOW
HEATINGCOIL TYPE
REHEATCOIL
CAPACITY(BTUH)
HEATINGWATERFLOW
CONNPIPE SIZE
(IN)
ELECTRICAL
REMARKSVOLTS PHASEVAV-1 CLASSROOM A 8 0 700 420 420 HOT WATER 0 0 1/2 24 1 1VAV-2 BRIEFING ROOM A 4 0 175 140 140 HOT WATER 0 0 1/2 24 1 1VAV-3 BRIEFING ROOM A 4 0 175 90 90 HOT WATER 0 0 1/2 24 1 1VAV-4 BREAK ROOM A 6 0.75 400 125 120 HOT WATER 0 0 1/2 24 1 1VAV-5 LOBBY/CORRIDOR A 6 0.75 250 150 50 HOT WATER 0 0 1/2 24 1 1
UNIT HEATER SCHEDULE
TAG LOCATION POSITION AND TYPE CFMHEAT LOAD
(MBH) VOLTS PHASEWEIGHT
(lbs) REMARKSUH-1 FUSELAGE TRAINER 113 SUSPENDED/HOT WATER 0 CFM 20 120 1 1, 2UH-2 FUSELAGE TRAINER 113 SUSPENDED/HOT WATER 0 CFM 20 120 1 1, 2UH-3 FUSELAGE TRAINER 113 SUSPENDED/HOT WATER 0 CFM 40 120 1 1, 2UH-4 MECHANICAL ROOM 109 SUSPENDED/HOT WATER 0 CFM 15 120 1 1, 2UH-5 ELECTRICAL ROOM 112 SUSPENDED/ELECTRIC 0 CFM 4 240 1 1, 2UH-6 FIRE PUMP ROOM 114 SUSPENDED/HOT WATER 0 CFM 10 120 1 1, 2
NOTES:1. PROVIDE WITH WALL MOUNTING KIT.2. HEATING LOADS SHALL BE VALIDATED AFTER SITE SELECTION.
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 ELECTRICALROOM
EXHAUST INLINE CENT. 2200 0 CONSTANT 0 0.5 0 ODP DIV 26 120 1 BELT 0 1
EF-2 FUSELAGE BAY EXHAUST INLINE CENT. 1000 0 CONSTANT 0 0.25 0 ODP DIV 26 120 1 BELT 0 1
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 INLET.
NOTES:1. AIRFLOWS AND MOTOR INFORMATION IS PRELIMINARY AND SHALL BE VALIDATED BY THE DESIGNER OF RECORD.
CABINET UNIT HEATER SCHEDULE
TAG LOCATION TYPE POSITION CFM HEAT TYPEHEAT LOAD
(MBH) VOLTS PHASEWEIGHT
(LBS) REMARKSCUH-1 VESTIBULE CONCEALED - DUCTED HORIZONTAL 0 CFM HOT WATER 10 120 1 1
NOTES:1. HEATING LOADS SHALL BE VALIDATED AFTER SITE SELECTION.
NOTES:1. ALL SCHEDULED DATA SHALL BE VALIDATED BY THE DESIGNER OFRECORD. DATA INDICATED AS '0' WAS NOT DEEMED CRITICAL FORDEVELOPMENT OF DEFINITIVE DESIGN.
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 INTERLOCKED SHALLBE 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, ANDTHE ELECTRIC METER.
HVAC SYSTEM SHALL BE INSTALLED WITH AN EMERGENCY SHUT-DOWN SYSTEM. SYSTEM SHALL BEACTIVATED BY PRESSING AN ‘HVAC SYSTEM EMERGENCY SHUT-DOWN BUTTON’ CLEARLY LABELEDAND LOCATED WHERE SHOWN ON THE DRAWINGS. WHEN THE BUTTON IS PRESSED, ALL HVACSYSTEMS SERVING OCCUPIED AREAS OF THE BUILDING SHALL GO INTO OFF MODE; FANS SHALLDE-ENERGIZE AND OUTSIDE AIR, INTAKE AIR, EXHAUST AIR, AND RELIEF AIR DAMPERS SHALLCLOSE. EMERGENCY SHUT-OFF SHALL COMMUNICATE TO ALL DEVICES. REFER TO DRAWING M-101FOR LOCATION OF EMERGENCY SHUT-OFF SWITCH. CONTROL PANEL SHALL CONTAIN ‘EMERGENCYSHUT-DOWN’, AND ‘SYSTEM RESET’ BUTTONS AND BE PROVIDED WITH ALL RELAYS AND CONTACTSREQUIRED FOR COMPLETE SYSTEM OPERATION.
CONTROLS SYSTEM ARCHITECTURE
NOT TO SCALE
NOTES:
1. SEE DRAWING M-001 FOR GENERAL NOTES, LEGEND AND ABBREVIATIONS.2. INSTALL ALL CONTROLS WIRING AND CABLES IN CONDUIT PER SPECIFICATION 262000.
PATCH PANELCOMM-111
VAV BOXCONTROLLERS
FIBER CONNECTIONTO BASE SYSTEM
COMMUNICATION BUS
UNIT HEATER &CABINET UNITHEATERCONTROLLERS
EXHAUST FANCONTROLLERS
WATER METER
CRU-1 & CU-3CONTROLLER
ELECTRIC METERDOMESTICHOT WATER
HVACEMERGENCYSHUT-OFFPANEL
BOILERSHWB-1HWB-2HWP-1HWP-2CONTROLLER
GAS METER
HWP-3CONTROLLER
ERU-1CONTROLLER
HWP-4CONTROLLER
AHU-1 & CU-1CONTROLLER
AHU-2 & CU-2CONTROLLER
BUR
NS
& M
cDO
NN
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9400
WAR
D P
ARKW
AYKA
NSA
S C
ITY,
MO
641
14(8
16) 3
33-9
400
US ARMY CORPSOF ENGINEERS ®
51
D
2 3
C
4
A
B
DAT
EAP
PR.
DR
AWIN
G C
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E:
DR
AWN
BY:
DES
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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
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PRO
JEC
T EN
GIN
EER
/AR
CH
ITEC
T
MOBILE DISTRICT
NOT FOR CONSTRUCTIONDEFINITIVE DESIGN
12"
= 1
'-0"
4/15/2013 12:07:48 PM
T. K
ARR
E
K. H
IMES
J. B
UR
GER
4/17
/201
3
M-701
MEC
HAN
ICAL
CO
NTR
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DIA
GR
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4/17
/201
3T.
KAR
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KC-
46A
FUSE
LAGE
TRA
INER
DEFI
NITI
VE D
ESIG
NBA
SE X
, CON
US
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
DETAIL/SECTION TITLE
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
DEFINITIVE DESIGN NOTES:
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.
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
US ARMY CORPSOF ENGINEERS ®
51
D
2 3
C
4
A
B
DAT
EAP
PR.
DR
AWIN
G C
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E:
DR
AWN
BY:
DES
IGN
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ATE:
CH
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SCAL
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SHEETREFERENCE
NUMBER:
CO
PYR
IGH
T ©
201
3 BU
RN
S AN
D M
CD
ON
NEL
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GIN
EER
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CO
MPA
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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
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ICT
CO
RPS
OF
ENG
INEE
RS
MO
BILE
, ALA
BAM
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PRO
JEC
T EN
GIN
EER
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CH
ITEC
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MOBILE DISTRICT
NOT FOR CONSTRUCTIONDEFINITIVE DESIGN
DEFI
N ITI
VE D
ESIG
NBA
SE X
, CO N
US 1
2" =
1'-0
"
4/15/2013 3:32:08 PM
T. K
ARR
E
K. H
IMES
J. B
UR
GER
4/17
/201
3
EP14
P-00
1
P-001
PLU
MBI
NG
LEG
END
AN
DAB
BREV
IATI
ON
S4/
17/2
013
T. K
ARR
E
KC-
46A
FUSE
LAGE
TRA
INER
REF
.(N
IC)
UP
UP
1 2 3 4 5 6 7
G
F
E
D
C
B
A
FUSELAGETRAINER
113
P-4011
WH
WH
WH
WH
1"ø DCW29' - 6" BOP EL
3/4"ø DCW
3/4"ø DCW34' - 0" BOP EL
3/4"
ø D
CW
34' -
0" B
OP
EL
3/4"ø DCW
10'-0" LONGCHANNELDRAIN
1 1/2"ø DCW, SEECIVIL DRAWINGSFOR CONTINUATION
3/4"ø DHW30' - 0" BOP EL
3/4"ø DHWR30' - 0" BOP EL
3" FD-B3" FD-B
1
3/4"ø DHW30' - 0" BOP EL
3/4"ø DHWR30' - 0" BOP EL
13'-0" LONGCHANNELDRAIN
22'-0" LONGCHANNELDRAIN
CLASSROOM100
BRIEF106
BRIEF104
CORR102
VEST101
BREAK ROOM103
COMM111
ELEC112
MECH109
FIRE PUMP ROOM114
WOMEN'S TOILET108
MEN'S TOILET105
JAN107
EEW WHTP-2
3/4"ø DCW
BUR
NS
& M
cDO
NN
ELL
9400
WAR
D P
ARKW
AYKA
NSA
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ITY,
MO
641
14(8
16) 3
33-9
400
US ARMY CORPSOF ENGINEERS ®
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
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PRO
JEC
T EN
GIN
EER
/AR
CH
ITEC
T
MOBILE DISTRICT
NOT FOR CONSTRUCTIONDEFINITIVE DESIGN
1/8
" = 1
'-0"
4/15/2013 12:07:53 PM
T. K
ARR
E
C. M
cAFE
E
J. B
UR
GER
4/17
/201
3
P-102
PLU
MBI
NG
PLA
N4/
17/2
013
T. K
ARR
E
KC-
46A
FUSE
LAGE
TRA
INER
DEFI
NITI
VE D
ESIG
NBA
SE X
, CON
US
1 FIRST FLOOR PLUMBING PLAN0 4' 8' 16'
SCALE:1/8"=1'
N
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.
5. PROVIDE TRAPS AND TRAP PRIMERCONNECTIONS FOR CHANNEL DRAINS.
NOTES:
INSTALL CALIBRATED BALANCING VALVE ONWALL AT 8'-0" AFF. SET VALVE TO 1 GPM.
KEYED NOTES:
1
REF
.(N
IC)
BP
BP
2 3 4
C
B
A
2" FD-A
2" FD-A
EWC-1
WC-2
WC-1MB-1
LAV-1LAV-1
LAV-1LAV-1
U-1 U-2
WC-2
WC-1
DWH-1
1 1/4"ø V1 1/2"ø V1 1/2"ø V
2 1/2"ø V
1 1/
2"ø
V1
1/2"
ø V
1 1/2"ø V2 1/2"ø V
3/4"ø DHW
1"ø DCW
SH-1
1
2
1/2"ø DHW
3/4"ø DHW
3" FD-B2" FD-A
3" FD-B
3/4"ø DHW
3/4"ø DCW
1/2"ø DHW
1/2"ø DCW
1/2"ø DCW
3/4"
ø D
CW
2" FD-A
1/2"ø DCW
1"ø DCW1 1/2"ø DCWSH-1
3/4"ø DHW
1/2"ø DCW
3/4"ø DHW
2"ø V
WH
3/4"
ø D
CW
4"VTR
5
1"ø
DC
W
1 1/2"ø DCW
3" FD-B
3" FD-B
3/4"
ø D
HW
R
3/4"
ø D
HW
3
WATERMETER
1 1/2"ø DCW
BREAK ROOM103
COMM111
ELEC112
MECH109
WOMEN'S TOILET108
MEN'S TOILET105
JAN107
DHWP-1
HB
TP-1 4
3" FD-B
SK-13/4"ø DCW3/8"ø DCW
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
US ARMY CORPSOF ENGINEERS ®
51
D
2 3
C
4
A
B
DAT
EAP
PR.
DR
AWIN
G C
OD
E:
DR
AWN
BY:
DES
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ATE:
CH
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D B
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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
NOT FOR CONSTRUCTIONDEFINITIVE DESIGN
1/4
" = 1
'-0"
4/15/2013 12:07:55 PM
T. K
ARR
E
C. M
cAFE
E
J. B
UR
GER
4/17
/201
3
P-401
ENLA
RG
ED P
LUM
BIN
G P
LAN
4/17
/201
3T.
KAR
RE
KC-
46A
FUSE
LAGE
TRA
INER
DEFI
NITI
VE D
ESIG
NBA
SE X
, CON
US
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.
5. COORDINATE FLOOR DRAIN LOCATIONSWITH FINAL MECHANICAL & PLUMBINGEQUIPMENT LOCATIONS.
NOTES:
INSTALL ICE MAKER OUTLET BOX IN WALL AT2'-0" AFF.
THERMOSTATIC MIXING VALVE.
1"ø DCW TO HEATING WATER SYSTEM MAKE-UP CONNECTIONS. SEE MECHANICALDRAWINGS FOR CONTINUATION.
ROUTE 3/4"ø DCW TO TRAP PRIMER TP-1.
SANITARY AND VENT SYSTEM IN MECHANICALAND FIRE PUMP ROOMS TO BE DEVELOPEDAFTER SITE SELECTION.
KEYED NOTES:
1
2
0 2' 4' 8'
SCALE:1/4"=1'
N
1 ENLARGED PLUMBING PLAN
3
4
5
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
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
US ARMY CORPSOF ENGINEERS ®
51
D
2 3
C
4
A
B
DAT
EAP
PR.
DR
AWIN
G C
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E:
DR
AWN
BY:
DES
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ATE:
CH
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D B
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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
NOT FOR CONSTRUCTIONDEFINITIVE DESIGN
DEFI
N ITI
VE D
ESIG
NBA
SE X
, CO N
US 1
2" =
1'-0
"
4/15/2013 3:32:30 PM
T. K
ARR
E
K. H
IMES
J. B
UR
GER
4/17
/201
3
EP14
P-50
1
P-501
PLU
MBI
NG
DET
AILS
4/17
/201
3T.
KAR
RE
KC-
46A
FUSE
LAGE
TRA
INER
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
NS
& M
cDO
NN
ELL
9400
WAR
D P
ARKW
AYKA
NSA
S C
ITY,
MO
641
14(8
16) 3
33-9
400
US ARMY CORPSOF ENGINEERS ®
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
NOT FOR CONSTRUCTIONDEFINITIVE DESIGN
DEFI
N ITI
VE D
ESIG
NBA
SE X
, CO N
US 1
2" =
1'-0
"
4/15/2013 3:32:33 PM
T. K
ARR
E
K. H
IMES
J. B
UR
GER
4/17
/201
3
EP14
P-50
2
P-502
PLU
MBI
NG
DET
AILS
4/17
/201
3T.
KAR
RE
KC-
46A
FUSE
LAGE
TRA
INER
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
NS
& M
cDO
NN
ELL
9400
WAR
D P
ARKW
AYKA
NSA
S C
ITY,
MO
641
14(8
16) 3
33-9
400
US ARMY CORPSOF ENGINEERS ®
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
NOT FOR CONSTRUCTIONDEFINITIVE DESIGN
4/15/2013 12:07:56 PM
T. K
ARR
E
C. M
cAFE
E
J. B
UR
GER
4/17
/201
3
P-601
PLU
MBI
NG
SC
HED
ULE
S4/
17/2
013
T. K
ARR
E
KC-
46A
FUSE
LAGE
TRA
INER
DEFI
NITI
VE D
ESIG
NBA
SE X
, CON
US
WATER HAMMER ARRESTOR SCHEDULE (WHA)
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
TRAP PRIMER SCHEDULE
TAG NO.TRAP
PRIMER TYPE VOLTAGE PHASETRAP PRIMER ROOM
LOCATION
NUMBEROF
DRAINS PIPE SIZE
MIN. DIFF.PRESSURE (PSIG) REMARKS
TP-1 AUTOMATIC 120 1 MECHANICAL ROOM 109 11 0.75 NA 1TP-2 AUTOMATIC 120 1 FUSELAGE TRAINER 113 3 0.75 NA 1
DOMESTIC WATER HEATER SCHEDULE
TAG LOCATION TYPE SERVICEHEATINGSOURCE
INPUT(MBH)
THERMALEFFICIENCY
(%)CAPACITY
(GAL)RECOVERY (GAL/HR)
HOT WATERTEMP SETTING
(F)
WATERCONNECTION
SIZE (IN)
GASCONNECTI
ON SIZE
ELECTRICAL
ELECTRICAL
REMARKSVOLTS PHASEDWH-1 MECH
ROOMGAS FIREDSTORAGE
DOMESTICHW
NATURALGAS
70 88 70 40 140 0.75 0.75 120 1 1,2,3
RECIRCULATION PUMP SCHEDULE
TAG TYPE LOCATION SERVICEMAXIMUM FLUIDTEMP. - DEG. F.
MINIMUM FLUIDTEMP. - DEG. F. CAPACITY - GPM
PUMPHEAD (FT)
SUCTIONSIZE - IN.
DISCHARGESIZE - IN.
MOTOR -RPM
MOTOR -HP
MOTORTYPE
STARTER /DISCONNECTPROVIDED BY
ELECTRICAL
REMARKSVOLTS PHASEDHWP-1 INLINE MECH RM DHW 140 100 1 GPM 13 0.75 0.75 3150 0.083 ODP DIV 26 120 1 1
NOTES:1. FURNISH WITH PRESSURE AND TEMPERATURE RELIEF VALVE.2. PROVIDE WITH CONTROL MODULE TO CONNECT TO BUILDING DDC SYSTEM.3. DIRECT VENT UNIT WITH SEALED COMBUSTION.
NOTES:1. PROVIDE WITH AQUASTAT. SYSTEM SHALL BE ENABLED FROM DDC.
PLUMBING FIXTURE SCHEDULE
TAG DESCRIPTION
FLOW OR FLUSHRATE
MOUNTING HEIGHT
CONNECTION SIZES (INCHES)COLD
WATERHOT
WATER VENT WASTEEEW 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 1.5
HB HOSE BIBB 5 GPM 36 INCHES AFF 0.5LAV-1 COUNTER MOUNTED
LAVATORY0.5 GPM SET BY COUNTER HEIGHT 0.5 0.5 1.25 1.5
MB-1 MOP BASIN 2.5 GPM FLOOR MOUNTED 0.75 0.75 0 3SH-1 ACCESSIBLE SHOWER 1.5 GPM TOP OF HAND SPRAY BAR
AT 66" ABOVE FLOOR0.5 0.5 1.25 1.5
SK-1 BREAK ROOM SINK 1.5 GPM SET BY COUNTER HEIGHT 0.5 0.5 1.25 1.5U-1 URINAL 0.125 GPF 24 INCHES AFF RIM
HEIGHT0.75 0 1.5 2
U-2 ACCESSIBLE URINAL 0.125 GPF 17 INCHES AFF RIMHEIGHT - ACCESSIBLE
0.75 0 1.5 2
WC-1 WATER CLOSET 1.28 GPF 15 INCHES AFF RIMHEIGHT
1 0 2 4
WC-2 ACCESSIBLE WATERCLOSET
1.28 GPF 17 INCHES AFF RIMHEIGHT - ACCESSIBLE
1 0 2 4
WH WALL HYDRANT 5 GPM 24 INCHES AFF 0.75 N/A N/A N/A
N/A
N/A
N/A
N/A
N/A
NOTES:1. 1/2 INCH PEX SUPPLY TUBING TO EACH DRAIN TRAP.
N/A N/A N/A
FLOOR DRAIN SCHEDULEMark TYPE STRAINER REMARKS
2" FD-A FLOORDRAIN
(NOTE 1,2)
5" RND. ADJ.NICKEL-BRONZE
(NOTE 3)
CAST IRON, TWO PIECE BODYINTEGRAL CLAMPING COLLAR,
TRAP PRIMER CONNECTION3" FD-B FLOOR
DRAIN(NOTE 1,2)
9" RND. DUCTILEIRON TRACTORGRATE, HEAVY
DUTY
CAST IRON, INTEGRALCLAMPING COLLAR, PROVIDE
WITH DEEP SEAL TRAP
NOTES:1. SIZE AS INDICATED ON DRAWINGS2. NEOPRENE GASKETED PUSH-ON OUTLET3. FLOOR DRAINS SHALL HAVE SQUARE GRATE WHEREINSTALLED IN ROOMS WITH SQ. TILE.
N/A
SK-1
TP-1
DWH-1
SH-1U-1
U-2
WHA-A
BP
BPM
1 1/2" DCW
1/2" DHW
EWC-1
3/4" DHW
1 1/2" DCW
ICE MAKEROUTLET BOX
LAV-1
LAV-1
3/4" DHW
3/8" DCW
1" DCW
MB-1
LAV-1LAV-1
3/4" DCW
1/2" DHW1/2" DCW
1" DCW
WC-2
WC-1WHA-B
WC-2
WC-11 1/2" DCW
1 1/2" DCW
SH-1
3/4" DHW
1/2" DCW
3/4" DCW
1" DCW
3/4" DCW
3/4" DHWWHA-A WH
3/4" DCW
3/4" DCW
WHA-A
WH
3/4" DHWR3/4" DHWR
3/4" DHW3/4" DCW
WH
HB
EEW
WH
WH
3/4" DHWR3/4" DHW3/4" DCW
3/4" DCW
1" DCW
3/4" DCW
DHWP-1
3/4" DCW
TP-2
3/4" DCW
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
US ARMY CORPSOF ENGINEERS ®
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
NOT FOR CONSTRUCTIONDEFINITIVE DESIGN
4/15/2013 12:07:57 PM
T. K
ARR
E
C. M
cAFE
E
J. B
UR
GER
4/17
/201
3
P-901
DO
MES
TIC
WAT
ER R
ISER
DIA
GR
AMS
4/17
/201
3T.
KAR
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KC-
46A
FUSE
LAGE
TRA
INER
DEFI
NITI
VE D
ESIG
NBA
SE X
, CON
US
1. SEE DRAWING P-001 FOR GENERALNOTES, LEGEND AND ABBREVIATIONS.
2. FOR CONNECTION SIZES TO INDIVIDUALFIXTURES SEE PLUMBING FIXTURESCHEDULE ON P-601.
NOTES:
THERMOSTATIC MIXING VALVE (SET TO 110° F).
1"ø DCW MAKE-UP FOR BOILER WATER SYSTEM.PROVIDE REDUCED PRESSURE PRINCIPLEBACKFLOW PREVENTER WITH RELIEF PIPED TOFLOOR DRAIN.
CALIBRATED BALANCE VALVE.
KEYED NOTES:
1
2
DOMESTIC WATER RISER DIAGRAMNOT TO SCALE
3
1
2
3
LAV-1
4"VTR
2"SS
SK-1
1 1/2"V
2"SS
LAV-1
2"SS
EWC-1
1 1/4"V
1 1/2"V
2"V2 1/2"V
2 1/2"V
2"SS
LAV-1
LAV-1
U-2
2"SSU-1
2"SS
WC-2
WC-2
4"SS
WC-1
WC-1
4"SS
2"V
1 1/2"V
1 1/2"V
2"V
2"V
1 1/2"V
1 1/2"V
BUR
NS
& M
cDO
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9400
WAR
D P
ARKW
AYKA
NSA
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MO
641
14(8
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33-9
400
US ARMY CORPSOF ENGINEERS ®
51
D
2 3
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PR.
DR
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DR
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BY:
DES
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SHEETREFERENCE
NUMBER:
CO
PYR
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T ©
201
3 BU
RN
S AN
D M
CD
ON
NEL
L EN
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EER
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CO
MPA
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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
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ICT
CO
RPS
OF
ENG
INEE
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MO
BILE
, ALA
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EER
/AR
CH
ITEC
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MOBILE DISTRICT
NOT FOR CONSTRUCTIONDEFINITIVE DESIGN
4/15/2013 12:07:58 PM
T. K
ARR
E
C. M
cAFE
E
J. B
UR
GER
4/17
/201
3
P-902
WAS
TE A
ND
VEN
T R
ISER
DIA
GR
AMS
4/17
/201
3T.
KAR
RE
KC-
46A
FUSE
LAGE
TRA
INER
DEFI
NITI
VE D
ESIG
NBA
SE X
, CON
US
1. SEE DRAWING P-001 FOR GENERALNOTES, 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, ANDASSOCIATED VENT PIPING UPON SITELOCATION.
NOTES:
SANITARY WASTE AND VENT RISER DIAGRAMNOT TO SCALE
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. CONTRACTORSHALL DETERMINE 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 REQUIREDBY NFPA 72, UFC 3-600-01, UFC 4-021-01, AFI 91-203.
ALL SYSTEMS WHICH REQUIRE COORDINATION BETWEEN TRADES SHALLBE TO 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 BARRIERSAND LOCATION OF DOORS ON HOLD OPENS. WHERE HOLD OPEN DOORSARE NOTED ON THE LIFE SAFETY PLANS, PROVIDE SMOKE DETECTION ANDDOOR RELEASE IN ACCORDANCE WITH NFPA 72.
AIR HANDLING UNITS OVER 2,000 CFM SHALL BE PROVIDED WITH SUPPLYAND RETURN DUCT SMOKE DETECTORS. EXHAUST FANS DO NOT REQUIREDUCT SMOKE 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 ORCEILINGS UNLESS OTHERWISE INDICATED. EXCEPTION: CONDUIT SHALL BEALLOWED TO BE SURFACE MOUNTED ON BLOCK WALLS IN UNFINISHEDAREAS (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 CONDUITUTILIZED SHALL BE IN ACCORDANCE WITH THE ELECTRICALSPECIFICATIONS UNLESS OTHERWISE NOTED. FLEXIBLE CONDUIT IS ONLYPERMITTED FOR TERMINATION AT DEVICES MOUNTED ON PIPING ORSUBJECTED TO REMOVAL (E.G. FLOW SWITCHES, TAMPER SWITCHES,SPEAKERS AND STROBES MOUNTED 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.POWER WIRING AND POWER LIMITED WIRING SHALL BE SEPARATED BY AMINIMUM OF TWO INCHES WITHIN THE EQUIPMENT PANELS.
MOUNTING DEVICES IN THE FACP, FSCP, 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, FSCP, 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 FACPENCLOSURE IS NOT PERMITTED).
GENERAL FIRE ALARM AND MASS NOTIFICATION NOTES:DESIGN CRITERIA:
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
DEFINITIVE DESIGN NOTES DEFINITIVE DESIGN NOTES
FIRE ALARM / MASS NOTIFICATION LEGEND
FACP FIRE ALARM CONTROL PANEL
LOC LOCAL OPERATIONS CONSOLE
AMP AMPLIFIER
ABBREVIATIONS:
VS TAMPER SWTICH
SPEAKER / HORN
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
PCEILING MOUNTED SMOKE DETECTOR
RIN-DUCT PHOTOELECTRIC SMOKE DETECTOR
FTRMNS
MASS NOTIFICATIONTRANSMITTER/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 23)
SUPERVISED DISCONNECT
PACP
SIM
PREACTION RELEASING PANEL
SIMULATOR CONTROL SYSTEM
ESR ELEVATOR SYSTEM RECALL PANEL (BYDIVISION 14)
ASFP AIR SAMPLING CONTROL DETECTOR PANEL
SPEAKER / HORN STROBE COMBINATION
SOL SOLENOID
WP = WEATHER PROOFWP
DETAIL/SECTION TITLE
SECTION, DETAIL OR ELEVATION TITLE
PLATE NUMBER WHERE SECTION,DETAIL OR ELEVATION IS TAKEN
SECTION, DETAIL OR ELEVATIONIDENTIFICATION MARK
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. 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.
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
US ARMY CORPSOF ENGINEERS ®
51
D
2 3
C
4
A
B
DAT
EAP
PR.
DR
AWIN
G C
OD
E:
DR
AWN
BY:
DES
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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
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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
NOT FOR CONSTRUCTIONDEFINITIVE DESIGN
DEFI
N ITI
VE D
ESIG
NBA
SE X
, CO N
US
4/16/2013 1:29:29 PM
C. C
AHIL
L
D. P
ETER
SON
M. R
IVER
S
4/17
/201
3
EP14
FA-0
01
FA-001
FIR
E AL
ARM
SYM
BOLS
,LE
GEN
D A
ND
ABB
REV
IATI
ON
S4/
17/2
013
C. C
AHIL
L
KC-
46A
FUSE
LAGE
TRA
INER
NO
SC
ALE
UP
UP
PROVIDE CEILING MOUNTED SPEAKERTHROUGHOUT AREA TO ACHIVE DESIGNCRITERIA.
PROVIDE CEILING MOUNTED SPEAKERS ANDWALL MOUNTED STROBES THROUGHOUTAREA TO ACHIVE DESIGN CRITERIA.
PROVIDE CEILING MOUNTED SPEAKERSAND STROBES THROUGHTOUT AREA TOACHIVE DESIGN CRITERIA.
A
B
C
G
1 2 3 4 5 6 7
E
D
F
FUSELAGETRAINER
113
MECH109
ELEC112
BRIEF106
CLASSROOM100
VEST101
BRIEF104
S WP
LOC
FIRE PUMP ROOM114
COMM111
CORR102
BREAK ROOM-1103-1
MEN'S TOILET105
WOMEN'S TOILET108
JAN107
ANN
BUR
NS
& M
cDO
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9400
WAR
D P
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AYKA
NSA
S C
ITY,
MO
641
14(8
16) 3
33-9
400
US ARMY CORPSOF ENGINEERS ®
51
D
2 3
C
4
A
B
DAT
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PR.
DR
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G C
OD
E:
DR
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BY:
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ATE:
CH
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D B
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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
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A
PRO
JEC
T EN
GIN
EER
/AR
CH
ITEC
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MOBILE DISTRICT
NOT FOR CONSTRUCTIONDEFINITIVE DESIGN
DEFI
N ITI
VE D
ESIG
NBA
SE X
, CO N
US
4/16/2013 1:29:33 PM
C. C
AHIL
L
D. P
ETER
SON
M. R
IVER
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4/17
/201
3
EP14
FA-1
01
FA-101
FIR
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ARM
AN
D M
ASS
NO
TIFI
CAT
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PLA
N4/
17/2
013
C. C
AHIL
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KC-
46A
FUSE
LAGE
TRA
INER
0 4' 8' 16'
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 SWITCHESAS OUTLINED ON THE FIRE SUPPRESSION SINGLELINE RISER DIAGRAM 3 ON SHEET FP-001.
HORN STROBE OVER FDC SEE FP-101 FOR FDCLOCATION
1
1 FIRE ALARM - FIRST FLOOR
1
NAC FACP
AMPFSCP
FTR
2
2
1/8"
= 1
'
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 HEIGHTS LESS THAN 86"THE VISUAL LENS MOUNTING HEIGHT SHALL BE
WITHIN 6" OF THE CEILING
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.)
CEILING
FINISHED FLOOR
MAGNETICDOOR
HOLDER
VISUAL WALLMOUNTEDAPPLIANCE
AUDIBLEONLYWALL
MOUNTEDAPPLIANCE
MINIMUM 12"FROM LIGHT
SWITCH
PULLSTATIONSSHALL NOTBELOCATEDBEHINDDOORSWINGS.
P
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
US ARMY CORPSOF ENGINEERS ®
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
NOT FOR CONSTRUCTIONDEFINITIVE DESIGN
DEFI
N ITI
VE D
ESIG
NBA
SE X
, CO N
US
4/16/2013 1:29:36 PM
C. C
AHIL
L
D. P
ETER
SON
M. R
IVER
S
4/17
/201
3
EP14
FA-5
01
FA-501
FIR
E AL
ARM
DET
AILS
4/17
/201
3C
. CAH
ILL
KC-
46A
FUSE
LAGE
TRA
INER
D7
TYPICAL MASS NOTIFICATION SPEAKERSPACINGD1 TYPICAL DEVICE MOUNTING DETAIL
NOT TO SCALE NOT TO SCALE
NO
SC
ALE
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 INAIR HANDLING UNITS GREATER THAN 2000 CFM
REFER TO FIRE ALARM PLANS FOR QUANTITY AND/ORLOCATION
PROVIDED BY TRAINER CONTRACTOR
1
2
3
4
5
6
7
7
1
3
2
4
P
8
BATT
COORDINATE GROUNDING METHOD WITH 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 GENERALNOTES, DESIGN CRITERIA, ABBREVIATIONS, ANDSYMBOLS.
THE FIRE ALARM RISER SHOWS THE INTENT OF THEFIRE ALARM INFRASTRUCTURE. NOT ALL DEVICES ARESHOWN. CONTRACTOR SHALL PROVIDE THE QUANTITYOF DEVICES AS REQUIRED TO COMPLY WITH NFPA 72,UFC 3-600-01, UFC 4-021-01 AND CONTRACTDOCUMENTS.
EACH FLOW AND TAMPER SWITCH SHALL REPORT BACKTO THE ALARM CONTROL PANEL WITH A SEPARATEADDRESS. GROUPED SWITCHES ON ONE ADDRESS ARENOT ACCEPTABLE.
1.
2.
3.
S
NACBATT
TVSS F
120V
LOC
AMPBATT
TVSS
120V
S
MIC
9
M
10
P
SWP
AIM
FPC
6
QUANTITY AND/OR LOCATION PER CONTRACTOR DESIGN TOMEET DESIGN CRITERIA
HORN STROBE OVER SPRINKLER FDC
SMOKE DETECTION AT ALL AMP, NAC, FACP, AND FTR.
TO TRAINER FIRE ALARM NOTIFICATION DEVICES
FINAL QUANTITY IN ACCORDANCE WITH FIRE ALARM MATRIX
11
12
13
14
15
REFER TO FIRE SUPPRESSION DRAWINGS FORLOCATIONS
16
11 9
11 9
15
5
1616
13 11
16
9
S
M
F 14 10
16 12
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
US ARMY CORPSOF ENGINEERS ®
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
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CO
MPA
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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
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PRO
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T EN
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/AR
CH
ITEC
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MOBILE DISTRICT
NOT FOR CONSTRUCTIONDEFINITIVE DESIGN
DEFI
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ESIG
NBA
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, CO N
US
4/16/2013 1:29:38 PM
C. C
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FIR
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AHIL
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KC-
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FUSE
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1 FIRE ALARM - MASS NOTIFICATION RISERNOT TO SCALE
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SHU
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FIRE ALARM CONTROL PANEL (FACP) FUNCTIONAL MATRIX
ANNUNCIATIONAT LOCAL PANEL
NOTIFICATION AUXILIARYFUNCTION
AUD
IO-V
ISU
AL F
IRE
ALAR
M IN
DIC
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NBY
DEV
ICE/
ZON
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AUD
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ISU
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RVI
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DIC
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MM
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ALA
RM
SIG
NAL
TO
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ED
EPAR
TMEN
T
CO
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ON
TR
OU
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CO
ND
ITIO
N T
OFI
RE
DEP
ARTM
ENT
CO
MM
ON
SU
PER
VISO
RY
SIG
NAL
TO F
IRE
DEP
ARTM
ENT
ALARM CONDITIONS1
AC POWER FAILURELOW BATTERYOPEN CIRCUIT FAULTGROUND FAULTNOTIFICATION APPLIANCE COMMON TROUBLE
TROUBLE CONDITIONS
AMPLIFIER COMMON TROUBLE
SUPERVISORY SIGNALSSPRINKLER SYSTEM TAMPER SWITCH
ACTI
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FD
C H
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N\S
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FAC
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OVE
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FIR
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AU
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-VIS
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SIG
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IN-DUCT SMOKE DETECTOR
MANUAL PULL STATIONFLOW SWITCH - WET-PIPE SYSTEM
MASS NOTIFICATION INPUT
COMPONENT COMMON TROUBLE
PUMP PHASE REVERSAL*PUMP ROOM TEMPERATURE MONITORING*NOTIFICATION APPLIANCE COMMON SUPERVISORYAMPLIFIER COMMON SUPERVISORYCOMPONENT COMMON SUPERVISORY
ZONE
UN
IQU
E ZO
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CO
UN
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BE
TRAN
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THR
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MO
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XX
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X X
22222
22
XXXXXXX
XXXXXXX
X
XXXXXXX
X
XXXXXXX
SMOKE DETECTOR OVER PANELS
*IF PUMP IS REQUIRED
X
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US ARMY CORPSOF ENGINEERS ®
51
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2 3
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PR.
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DR
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BY:
DES
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SHEETREFERENCE
NUMBER:
CO
PYR
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T ©
201
3 BU
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D M
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NEL
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GIN
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CO
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.
SHEET OF
6 7 8 9
DAT
E
DES
CR
IPTI
ON
SYM
BOL
REV
ISIO
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E
F
FILE:DATE:
U.S
. AR
MY
ENG
INEE
R D
ISTR
ICT
CO
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OF
ENG
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MO
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, ALA
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GIN
EER
/AR
CH
ITEC
T
MOBILE DISTRICT
NOT FOR CONSTRUCTIONDEFINITIVE DESIGN
DEFI
N ITI
VE D
ESIG
NBA
SE X
, CO N
US
4/16/2013 1:29:40 PM
C. C
AHIL
L
D. P
ETER
SON
M. R
IVER
S
4/17
/201
3
EP14
FA-6
02
FA-602
FIR
E AL
ARM
MAT
RIX
4/17
/201
3C
. CAH
ILL
KC-
46A
FUSE
LAGE
TRA
INER
1 FIRE ALARM PANEL MATRIX
NO
SC
ALE
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.
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
FIRE PROTECTION ABBREVIATIONS
AFFASFL(M)NCNO(S)SQ FT
ABOVE FINISHED FLOORAUTOMATIC SPRINKLERFIRE LINEMECHANICALLY SUPERVISENORMALLY CLOSEDNORMALLY OPENELECTRICALLY SUPERVISEDSQUARE FOOT
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
PRIMING SUPPLY RESTRICTION
AUTOMATIC DRAIN VALVE
PRESSURE RELIEF VALVE
JPC
FPC
JOCKEY PUMP CONTROLLER
FIRE PUMP CONTROLLER
PUMPJ = JOCKEY PUMPF = FIRE PUMP
DETAIL/SECTION TITLE
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 A1
FP-001
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 PROVIDEADDITIONAL COMPONENTS AND MODIFICATIONS AS REQUIRED TO PROVIDEA FULLY FUNCTIONING 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.
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)
DEFINITIVE DESIGN NOTES
TO RISER DRAINS
MAIN DRAIN
SPLASH BLOCKF
FINISHED FLOOR
EXTERIORWALL
TO WET SYSTEM
(S) (S) (S)
J
(S)
A1FP-001
A3FP-001
(S)
TO TRAINING DEVICE PIPINGBY DEVICE CONTRACTOR
TO WET SYSTEM
TO HEADER
TO MAINDRAIN
J
F
JPC
FROM SUPPLY
TO SYSTEM(S)
(S)
(S)
(S)
(S)(S)
FPC
BUR
NS
& M
cDO
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9400
WAR
D P
ARKW
AYKA
NSA
S C
ITY,
MO
641
14(8
16) 3
33-9
400
US ARMY CORPSOF ENGINEERS ®
51
D
2 3
C
4
A
B
DAT
EAP
PR.
DR
AWIN
G C
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E:
DR
AWN
BY:
DES
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ATE:
CH
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D B
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SCAL
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SHEETREFERENCE
NUMBER:
CO
PYR
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T ©
201
3 BU
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S AN
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ON
NEL
L EN
GIN
EER
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CO
MPA
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.
SHEET OF
6 7 8 9
DAT
E
DES
CR
IPTI
ON
SYM
BOL
REV
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FILE:DATE:
U.S
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MY
ENG
INEE
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ICT
CO
RPS
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INEE
RS
MO
BILE
, ALA
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T EN
GIN
EER
/AR
CH
ITEC
T
MOBILE DISTRICT
NOT FOR CONSTRUCTIONDEFINITIVE DESIGN
DEFI
N ITI
VE D
ESIG
NBA
SE X
, CO N
US
4/16/2013 1:29:42 PM
C. C
AHIL
L
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ETER
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IVER
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4/17
/201
3
EP14
FP-0
01
FP-001
FIR
E SU
PPR
ESSI
ON
RIS
ERS,
NO
TES
AND
SYM
BOLS
4/17
/201
3C
. CAH
ILL
KC-
46A
FUSE
LAGE
TRA
INER
A6 FIRE RISER DIAGRAMA1 WET RISER DIAGRAMA3 FIRE PUMP DIAGRAM
NOT TO SCALE NOT TO SCALE NOT TO SCALE
UP
UP
A
B
C
G
1 2 3 4 5 6 7
E
D
F
FUSELAGETRAINER
113
MECH109
ELEC112
BRIEF106
CLASSROOM100
VEST101
BRIEF104
1
BREAK ROOM-1103-1 CORR
102
WOMEN'S TOILET108
MEN'S TOILET105
JAN107
COMM111
FIRE PUMP ROOM114
2
HC-2
HC-1 WET
SYSTEM TYPEDENSITYGPM FT PERSPRINKLER
HOSEDEMANDGPM
WET
0.10
0.20
1,500
2,500
225
130
250
250
FIRE PROTECTION SPRINKLER SYSTEM DESIGN CRITERIA SCHEDULE
HATCHDESIGNATION
HAZARDCATEGORIES
REMOTEAREA, SF
AREA MAXSQ FT PERSPRINKLER
CEILINGHEIGHT(FEET)
0 - 30
0 - 60
DURATIONMIN
60
60
GENERAL NOTES1. REFER TO DRAWING FP-000 FOR LEGEND, DETAILS AND
ABBREVIATIONS.
KEYED NOTES
FIRE DEPARTMENT CONNECTION LOCATION TO BEDETERMINED BY LOCAL AHJ AFTER SITE SELECTION ISDETERMINED.
PROVIDED A VALVED CONNECTION FOR THE INSIDEAND UNDER BODY FUSELAGE COMPONENTS.
1
2
BUR
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& M
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WAR
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ARKW
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NSA
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14(8
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33-9
400
US ARMY CORPSOF ENGINEERS ®
51
D
2 3
C
4
A
B
DAT
EAP
PR.
DR
AWIN
G C
OD
E:
DR
AWN
BY:
DES
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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
GIN
EER
ING
CO
MPA
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INC
.
SHEET OF
6 7 8 9
DAT
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DES
CR
IPTI
ON
SYM
BOL
REV
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FILE:DATE:
U.S
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MY
ENG
INEE
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CO
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INEE
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MO
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, ALA
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GIN
EER
/AR
CH
ITEC
T
MOBILE DISTRICT
NOT FOR CONSTRUCTIONDEFINITIVE DESIGN
DEFI
N ITI
VE D
ESIG
NBA
SE X
, CO N
US
4/16/2013 1:29:46 PM
C. C
AHIL
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ETER
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4/17
/201
3
EP14
FP-1
01
FP-101
FIR
E SU
PPR
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ON
PLA
N4/
17/2
013
C. C
AHIL
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KC-
46A
FUSE
LAGE
TRA
INER
0 4' 8' 16'
SCALE:1/8"=1'
1 FIRE PROTECTION - FIRST FLOOR
N
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 RECEPTACLE
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 DUPLEXTV=COORDINATE WITH TV LOCATION
RECESSED QUAD
DUPLEX, CEILING MTD
SPECIAL (REFER TO DRAWINGS FOR NEMACONFIGURATION)
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
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
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
GFGI GOVERNMENT-FURNISHED, GOVERNMENT-INSTALLEDCFCI CONTRACTOR-FURNISHED, CONTRACTOR-INSTALLEDES ELECTRICAL SUBCONTRACTORGC GENERAL CONTRACTOR
BUR
NS
& M
cDO
NN
ELL
9400
WAR
D P
ARKW
AYKA
NSA
S C
ITY,
MO
641
14(8
16) 3
33-9
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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
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F
FILE:DATE:
U.S
. AR
MY
ENG
INEE
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ICT
CO
RPS
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INEE
RS
MO
BILE
, ALA
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PRO
JEC
T EN
GIN
EER
/AR
CH
ITEC
T
MOBILE DISTRICT
NOT FOR CONSTRUCTIONDEFINITIVE DESIGN
12"
= 1
'-0"
4/16/2013 10:52:31 AM
C. S
ANBO
RN
R.T
HO
MPS
ON
T. T
OD
4/17
/201
3
EP14
E-00
1
E-001
ELEC
TRIC
AL S
YMBO
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GEN
D -
1 O
F 2
4/17
/201
3C
. SAN
BOR
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KC-
46A
FUSE
LAGE
TRA
INER
DEFI
NITI
VE D
ESIG
NBA
SE X
, CON
US
EXIT
NOTE 4
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 ORCOUNTERS SUCH THAT THE DEVICES AND RECEPTACLES ARE LOCATED AT +42" AFF OR 6"ABOVE THE COUNTERTOP 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 ORBASIN.
COORDINATE WITH THE COMMUNICATIONS DRAWINGS TO ENSURE THAT A DUPLEXRECEPTACLE IS INSTALLED WITHIN 18" HORIZONTAL TO ALL VOICE/DATA DEVICELOCATIONS.
SWITCHES AND OTHER FLUSH WALL-MOUNTED DEVICES SHALL BE MOUNTED WITHIN 16"OF DOORFRAME. COORDINATE WITH ARCHITECTURAL DRAWINGS FOR DOORS WITHADJACENT SIDELIGHTS. WHERE DEVICES ARE SHOWN ADJACENT TO THE DOOR ON THEHINGE-SIDE OF THE DOOR, AND THE DOOR SWINGS IN A MANNER THAT SHALL BLOCK THEDEVICE, MOUNT THE DEVICE 12" BEYOND THE DOOR SWING. COORDINATE ROUGH-INLOCATIONS WITH DIV. 27 AND 28 DEVICES AS WELL. COORDINATE MOUNTING LOCATIONWITH OTHER TRADES TO ENSURE A UNIFORM MOUNTING AND AESTHETICALLY-PLEASINGAPPEARANCE.
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 CURRENTAFF ABOVE FINISHED FLOORAIC AMPERES INTERRUPTING CAPACITYAV AUDIO/VIDEOAWG AMERICAN WIRE GAUGEBAS BUILDING AUTOMATION SYSTEMC 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
DEFINITIVE DESIGN NOTES
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.
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UP
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M M M
JJ
J J
J J
JJ
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J J
J
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P1H1 T1 P2
1 2 3 4 5 6 7
G
F
E
D
C
B
A
FUSELAGETRAINER
113
CU-2
CU-1
CU-3
AHU-2
WPIU WPIU
WPIU
WPIU
WPIU
WPIUWPIU
WPIU
WPIU
GFI44"
GFI44"
GFI
240V 60A DISCONNECTFOR FUSELAGETRAINER SINGLE-POINTPOWER CONNECTION
AHU-1
HWB-1
HWB-2
UH-1 UH-2 UH-3
ELEC112
BRIEF106
JAN107
CORR102
VEST101
CLASSROOM100
BRIEF104
MEN'S TOILET105
BREAK ROOM103
WOMEN'S TOILET108
COMM111
MECH109
FIRE PUMP ROOM114
FB1
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TV
TVUH-4
UH-6
TMGBMGB
DCP-1LCP-1
GARB DISPS
DISHWASHERTV
11
GFI44"
TV
UH-5
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.COORDINATE ALL RECEPTACLE LOCATIONSWITH THE COMMUNICATION DRAWINGS TOENSURE ADJACENT INSTALLATION.
7. MECHANICAL EQUIPMENT IS TAGGED ON THEPOWER PLAN AND WILL BE FED FROM THE MDPAND PANEL H1. SEE MECHANICAL SCHEDULESON MECHANICAL DRAWINGS FOR ELECTRICALREQUIREMENTS.
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As in
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4/16/2013 10:52:36 AM
C. S
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EP14
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SCALE:1/8"=1'
KEYED NOTES:
EACH ROW OF SYSTEMFURNITURE SHALL PLUG INTO ADEDICATE CIRCUT SINGLE OUTLET.
PUSHBUTTON, DISCONNECT ANDMOTOR PROVIDED WITH ROLLUPDOOR BY DIVISION 8.
1
1(TYP)
2
2(TYP)
A
B
C
G
1 2 3 4 5 6 7
E
D
F
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113CTRL:LC4
F1b
F1b
F1Eb
F1a
F1a
F1a
F1a
F1a
F1a
F4E F4EF4EF4EF4EF4E
F4E F4EF4EF4EF4EF4E
F1F1
F1F1
F6
F6E
F7F7EF7F7
F7F7F7
F7EF7E
F7
F7
F2E
F2E
F2E F2E
F7E
F7E
L1L1E L1E
L1
L1
L1
L1 L1
L1
L1E
L1
F7E
F7
X1 X1
X1
F7E
F7E
X1
X1
X1
S
S
S
S
SS
S
S
SF6 F6
F6E
F6
F6
F6
F6
F6
S
S
S
DD
Da Db
DaDb
ELEC112
CTRL:LC0
BRIEF106
CTRL:LC2
JAN107
CTRL:LC0
CORR102
CTRL:LC3
VEST101
CTRL:LC3
CLASSROOM100
CTRL:LC1
BRIEF104
CTRL:LC2
MEN'S TOILET105
CTRL:LC0
BREAK ROOM103
CTRL:LC1
WOMEN'S TOILET108
CTRL:LC0
COMM111
CTRL:LC0
MECH109
CTRL:LC0
FIRE PUMP ROOM114
CTRL:LC0
S
SDL
S DL
SDL
SDL
SDL
S
L1
L1
L1E
LCP-1DCP-1
F2E
F2E
F9
F9F9F9
F9 F9
F9
F7E
F7E
F4E
F4E
S
F10
F10
F10
F10
X1
NOTES:
1. SEE SHEET E-001 AND E-002 FOR SYMBOLLEGEND, ABBREVIATIONS, PROJECTGENERAL NOTES AND MATRIX OFRESPONSIBILITIES.
2. SEE E-100 SERIES SHEETS FOR PANELBOARDDESIGNATIONS AND LOCATIONS.
3. SEE SHEET E-611 FOR LIGHTING FIXTURESCHEDULE.
4. PROVIDE FLOOR AND WALL PENETRATIONSACCORDING TO PENETRATION DETAILS ONARCHITECTURAL DETAIL SHEETS.
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 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.
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NOT FOR CONSTRUCTIONDEFINITIVE DESIGN
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1 FIRST FLOOR LIGHTING PLAN N
0 4' 8' 16'
SCALE:1/8"=1'
1 2 3 4 5 6 7
A
B
L212' - 0" AFF
L212' - 0" AFF
L212' - 0" AFF
L212' - 0" AFF
L212' - 0" AFF
L212' - 0" AFF
STM
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4/15/2013 1:50:53 PM
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B1
CARGO SUPPORT STRUC. ENLARGEDPOWER & LIGHTING
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 WELDTIA-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.
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NOT FOR CONSTRUCTIONDEFINITIVE DESIGN
12"
= 1
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4/16/2013 10:52:43 AM
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DETAIL E2
TYPICAL DIRECT BURIEDSTUBBED CONDUIT RISER
DETAIL A2
TYPICAL GROUND TEST WELL
DETAIL E4
TYPICAL EXOTHERMICCONNECTION TO STEEL
DETAIL E7
TYPICAL GROUNDCOUNTERPOISE AND GROUND
ROD DEPTH
DETAIL A5
TYPICAL EXOTHERMIC WELDS
DETAIL A8
TYPICAL GROUND BUSBAR
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.
BUR
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NUMBER:
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SHEET OF
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FILE:DATE:
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NOT FOR CONSTRUCTIONDEFINITIVE DESIGN
12"
= 1
'-0"
4/16/2013 10:52:44 AM
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MPS
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DETAIL D3
TYPICAL LOCAL OCCUPANCYSENSOR SCHEMATIC
DETAIL D7
DAYLIGHT CONTROL PANELDIAGRAM
DETAIL B3
LIGHTING CONTROL PANELDIAGRAM
BUR
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14(8
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US ARMY CORPSOF ENGINEERS ®
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SHEETREFERENCE
NUMBER:
CO
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T ©
201
3 BU
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NOT FOR CONSTRUCTIONDEFINITIVE DESIGN
4/16/2013 10:52:45 AM
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LIGHT FIXTURE SCHEDULEFIXTURE LAMP INFORMATION FIXTURE INFORMATION
TYPE QTY WATTAGE TYPECOLORTEMP VOLTAGE WATTAGE LOAD DESCRIPTION MOUNTING MANUFACTURER
F1 2 28 T5 3500 K 277 V 56 W 59 VA 2'X4' FLUORESCENT RECESSED INDIRECT CEILING-RECESSED LITHONIA (2RT5 28T5)F2E 2 14 T5 3500 K 277 V 28 W 30 VA 2'X2' FLUORESCENT RECESSED INDIRECT CEILING, RECESSED LITHONIA (2RT5 14T5)F4 6 54 T5HO 3500 K 277 V 324 W 342 VA FLOURESCENT HIGH BAY (SEE NOTE 2 BELOW) WALL-KNUCKLE-ARM-ANGLE LITHONIA (IBZ 654L)F6 2 28 T5 3500 K 277 V 56 W 59 VA 1'X4" FLUORESCENT INDUSTRIAL PENDANT HEWILLIAMS (84 SERIES)F7 1 26 CFL 3500 K 277 V 26 W 28 VA 6" FLUORESCENT DOWNLIGHT, HORIZONTAL LAMP, LOW IRRID REFL, BLACK BAFFLE CEILING-RECESSED CAPRI (CM6 F126 H65B)F9 1 32 T8 3500 K 277 V 32 W 34 VA FLUORESCENT STRIP (COVE IN RESTROOMS) COVE LITHONIA (C)F10 1 26 CFL 3500 K 277 V 26 W 28 VA 6" FLUORESCENT SHOWER DOWNLIGHT (LENSED, NON-CONDUCTIVE) CEILING-RECESSED GOTHAM (LGFLP)L1 20 0 LED 4000 K 277 V 26 W 33 VA EXTERIOR WALL-MOUNTED LED FIXTURE (BUILDING PERIMETER) WALL-SURFACE BETA (SEC-EDG-2M-WM)L2 60 75 LED 4000 K 277 V 75 W 79 VA LED SURFACE MOUNT FIXTURE (CARGO STRUCTURE) SURFACE ANGLE BRACE KIM LIGHTING (PGL7-LED-60L-4K)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 THEBASIS OF DESIGN. SUBSTITUTIONS AREALLOWED. ALL SUBSTITUTIONS SHALL HAVETHE SAME FEATURES, RATINGS, AND STYLE ASTHE MODEL LISTED. ANY DEVIATIONS FROMFIXTURE RATINGS, INCLUDING INPUT VA ANDLUMEN OUTPUT, SHALL REQUIRE THECONTRACTOR TO PERFORM A LIGHTINGANALYSIS TO DETERMINE IF THE INSTALLATIONMEETS THE DESIGN INTENT.
THIS PROJECT IS BEING LEED CERTIFIED. ALLFIXTURES HAVE BEEN SELECTED BASED ONTHE CRITERIA REQUIRED TO MEET LEED.DEVIATIONS FROM THE SALIENT FEATURES OFTHE BASIS OF DESIGN SHALL BE THERESPONSIBILITY OF THE CONTRACTOR.
THE CALCULATED VA RATINGS FOR THEFIXTURES ARE BASED ON COMMONLYAVAILABLE BALLAST ANSI INPUT WATTS.
SEE DRAWING E-001 FOR LEGEND ANDGENERAL NOTES.
WHERE DIMMERS ARE SHOWN ON PLAN,PROVIDE A COMPATIBLE DIMMING BALLAST INEACH LIGHT FIXTURE ASSOCIATED WITH THEDIMMER.
WHERE EMERGENCY LIGHTS ARE INDICATED ONPLAN, PROVIDE AN EMERGENCY BATTERYBALLAST WHICH ALLOWS THE FIXTURE TO BENORMALLY SWITCHED. PROVIDE A SECONDPHASE CONDUCTOR TO THE FIXTURE. UPONLOSS OF NORMAL POWER, THE FIXTURE SHALLBE POWERED BY THE EMERGENCY BATTERYBALLAST REGARDLESS OF SWITCH POSITION.
TYPE F4 FIXTURES SHALL INCLUDE 2-STEPDIMMING BALLASTS AND SHALL BE KNUCKLE-WALL-MOUNT TO ALLOW THE FIXTURE TO BEANGLED (DIRECTLY DOWN TO 90 DEGREESHORIZONTAL) TO THROW LIGHT TOWARDS THECENTER OF THE ROOM. WHERE STRUCTURALSTEEL OBSTRUCTS LIGHT FIXTUREDISTRIBUTION, PROVIDE A 1'-0" MOUNTING ARMTO EXTEND FIXTURE BEYOND OBSTRUCTION.FIXTURES SHALL BE MOUNTED AT 20'-0" AFFUON. FIXTURES ARE MOUNTED LOW AROUNDPERIMETER TO ALLOW EASY RELAMPING ANDREPLACEMENT OF EMERGENCY BATTERYBALLASTS.
1.
NOTES:
2.
3.
4.
5.
6.
7.
MDP, 225A BUS, 480Y/277V, 3Φ, 4W, xxKAICMAIN
SPD
225AF175AT
100AF100AT
1
100AF50AT
2
H1100A
50A
3
50A
4
125A
5 6 7
25
AHU-2
N
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112.5KVA
12.47KV
480V
TO UTILITY UTILITYXFMR
Y
30KVA
480V
208Y/120T1
SPD
P1100A
CU-1 CU-2
SPACESPARE
DM
P2100A
100A
K-13 RATED
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DR
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BY:
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SCAL
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SHEETREFERENCE
NUMBER:
CO
PYR
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T ©
201
3 BU
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S AN
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CD
ON
NEL
L EN
GIN
EER
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CO
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SHEET OF
6 7 8 9
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MOBILE DISTRICT
NOT FOR CONSTRUCTIONDEFINITIVE DESIGN
12"
= 1
'-0"
4/16/2013 10:52:45 AM
C. S
ANBO
RN
R.T
HO
MPS
ON
T. T
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4/17
/201
3
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NOTES:
SEE ELECTRICAL LEGEND ANDABBREVIATIONS ON SHEETS E-001AND E-002.
FEEDER SCHEDULE IS NOT INCLUDEDIN DEFINITIVE DESIGN. EQUIPMENTAND CONDUCTOR SIZING WILL VARYBASED ON OUTDOOR AMBIENTTEMPERATURE, FINAL HVAC SYSTEMDESIGN LOAD AND FINAL FUSELAGEDESIGN LOAD.
1.
2.
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.SEE REFLECTED 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 MEASUREDFROM THE CENTER OF THE DEVICE TO THE FINISHEDFLOOR.
NOT ALL SYMBOLS INDICATED ON THIS SHEET AREUSED IN THIS PROJECT.
REFER TO TYPICAL DETAILS ON T-500 SERIESDRAWINGS.
1.
2.
3.
4.
5.
6.
THIS PROJECT REQUIRES UNDERGROUND WORK INCLUDING ALARGE PORTION OF THE WORK BEING PERFORMED IN EXISTINGROADWAYS AND PAVEMENTS. THE CONTRACTOR SHALL REPAIRALL EXISTING ROADWAYS AND PAVEMENTS TO MATCH EXISTING.
THE UNDERGROUND WORK FOR THIS PROJECT REQUIRES CLOSECOORDINATION WITH EXISTING UTILITIES. THE CONTRACTORSHALL VERIFY AND COORDINATE ALL NEW WORK WITH ALLEXISTING UTILITIES, EXISTING EQUIPMENT, AND EXISTINGCONDITIONS.
PRIOR TO DIGGING, THE CONTRACTOR SHALL OBTAIN ALLAPPLICABLE DIGGING PERMITS. ALL UNDERGROUND UTILITIES INTHE WORK AREA MUST BE POSITIVELY IDENTIFIED BY A PRIVATEUTILITY LOCATING SERVICE IN ADDITION TO APPLICABLE BASELOCATING SERVICE AND COORDINATED WITH THE BASE UTILITYDEPARTMENT. ALL MARKINGS MADE DURING THE UTILITYINVESTIGATION MUST BE MAINTAINED THROUGHOUT THECONTRACT.
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 3 FEET OF THE UNDERGROUND SYSTEM. DIGGING WITHIN2 FEET OF A KNOWN UTILITY SHALL NOT BE PERFORMED BYMEANS OF MECHANICAL EQUIPMENT; HAND DIGGING SHALL BEUSED. IF CONSTRUCTION IS PARALLEL TO AN EXISTING UTILITYEXPOSE THE UTILITY BY HAND DIGGING EVERY 100 FEET IFPARALLEL WITHIN 5 FEET OF THE EXCAVATION.
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 FOR CABLEINSTALLATION. CONTRACTOR SHALL NOTIFY COR IF AN EXISTINGDUCT IDENTIFIED TO BE USED IS NOT ADEQUATE FOR NEWCABLE INSTALLATION.
IN MANHOLES/HANDHOLES WHERE FIBER OR COPPER CABLESARE TO BE SPLICED, PROVIDE MINIMUM 25' OF SLACK ON EITHERSIDE OF SPLICE CLOSURE FOR EACH FIBER AND COPPERCABLE. WHERE NEW FIBER OR COPPER CABLES ARE TO BESPLICED WITH EXISTING FIBER OR COPPER CABLES, LEAVEMINIMUM 25' OF EXISTING FIBER AND COPPER CABLES.
IN MANHOLES/HANDHOLES WHERE CABLES ARE TO BE ROUTEDTHROUGH BUT NOT SPLICED, PROVIDE A MINIMUM OF 50' OFSLACK 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 MANUFACTURER INSTRUCTIONSAND RECOMMENDATIONS.
CONTRACTOR SHALL PROVIDE THREE 3" 3-CELL INNERDUCTSIN ALL NEW 4" CONDUITS. IN ADDITION, CONTRACTOR SHALLINSTALL INNERDUCTS IN EXISTING CONDUITS WHEREINDICATED.
PROJECT OUTSIDE PLANT GENERAL NOTES - CONTINUED:
11.
12.
13.
14.
DEFINITIVE DESIGN NOTES:
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.
MATRIX OF RESPONSIBILITIES
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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NOT FOR CONSTRUCTIONDEFINITIVE DESIGN
12"
= 1
'-0"
4/16/2013 10:52:46 AM
C. S
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RN
R.T
HO
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ON
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4/17
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3
EP14
T-00
1
T-001
TELE
CO
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UN
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D4/
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C. S
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FUSE
LAGE
TRA
INER
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US
UP
UP
1 2 3 4 5 6 7
G
F
E
D
C
B
A
FUSELAGETRAINER
113
1
AV2
2
2
2
AV
1
1
1
1
AV
AV
AV
AV
12"W X 4"D10' - 0" AFF (TYP UON)
ELEC112
BRIEF106
JAN107
CORR102
VEST101
CLASSROOM100
BRIEF104
MEN'S TOILET105
BREAK ROOM103
WOMEN'S TOILET108
COMM111
MECH109
FIRE PUMP ROOM114
DUCTBANKENTRY
110 BLOCKSAND PET
R2R1
FB1
FB1
1
1
2
1
12"W X 4"D8' - 0" AFF
T-502A6
(TYP)
5
55 5
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.
4. PROVIDE FLOOR AND WALL PENETRATIONSACCORDING TO PENETRATION DETAILS ONARCHITECTURAL DETAIL SHEETS.
5. ALL HORIZONTAL CABLING SHALL BE ROUTED IN 1-INCH MINIMUM EMT CONDUIT FROM OUTLET TOCABLE TRAY ENROUTE TO THE COMMUNICATIONROOM.
BUR
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U.S
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1 FIRST FLOOR COMM PLANN
0 4' 8' 16'
SCALE:1/8"=1'
KEYED NOTES:
PROVIDE 2" EMT CONDUIT BETWEENAV WALLPLATE LOCATIONS INDICATEDIN ROOM.
COVER THREE 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.
4-4" DIAMETER SLEEVES
1
2
2
3
3
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
COMMUNICATIONS WALL FACEPLATE3
A A
B D
D D
COMMUNICATIONS WALL FACEPLATE4
A A
A A
D D
CATV WALL FACEPLATE5
C
AUDIO/VISUAL WALL FACEPLATE.REFER TO DETAIL A6 ON SHEET T-502 FORMORE INFORMATION.
AV
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U.S
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4/16/2013 10:52:51 AM
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4/17
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NITI
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SE X
, CON
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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.
SCALE: NTSD1 COMM OUTLET TYPE 1SCALE: NTSD3 COMM OUTLET TYPE 2
SCALE: NTSD5 COMM OUTLET TYPE 3
SCALE: NTSA1 COMM OUTLET TYPE 4SCALE: NTSA3 COMM OUTLET TYPE 5
SCALE: NTSA7 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
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4/16/2013 10:52:53 AM
C. S
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RN
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ON
T. T
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4/17
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LAGE
TRA
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NITI
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SE X
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US
DETAIL D1
TYPICAL CONDUIT TO CABLETRAY DETAIL
DETAIL A1
TYPICAL BASKET CABLE TRAYDETAIL
DETAIL D4
MODULAR CATEGORY 6 PLUGPIN-OUT T568B
DETAILT-101
A6
BRIEF AND CONFRENCE ROOMCONDUIT AND BOX ROUGH-IN
CPP48
R2
SPLICECASE
DUCTENTRANCE
LADDER RACK (TYP)
SUPPORTRING(TYP)
LEGEND:CPP48 48 PORT UTP CAT 6 PATCH PANELSPP48 48 PORT Sc 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)
RACK NO.(TYP)
PET110 110 CM
CPP48CM
CPP48CM
CPP48CM
50PR
200PR
200PR
OSP 200PR
COMM 111
ROOM NO.(TYP)
FIRST FLOOR
FPP24
R1
COMM 111
FIBERMAINT.LOOP(TYP)
DUCTENTRANCE
OSP24SM
LADDERRACK(TYP)
SUPPORTRING(TYP)
LEGEND:FPP24 24 PORT FIBER OPTIC PATCH PANELFPP12 12 PORT FIBER OPTIC PATCH PANEL24SM 24-STRAND SINGLE-MODE FIBER OPTIC CABLE12SM 12-STRAND SINGLE-MODE FIBER OPTIC CABLEOSP OUTSIDE PLANT
ROOM NO.(TYP)
FIRST FLOOR
BUR
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14(8
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51
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SHEET OF
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DAT
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DES
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FILE:DATE:
U.S
. AR
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ENG
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R D
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, ALA
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NOT FOR CONSTRUCTIONDEFINITIVE DESIGN
12"
= 1
'-0"
4/16/2013 10:52:54 AM
C. S
ANBO
RN
R.T
HO
MPS
ON
T. T
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4/17
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T-70
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T-701
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/RIS
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C. S
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KC-
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FUSE
LAGE
TRA
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DEFI
NITI
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ESIG
NBA
SE X
, CON
US
NOT TO SCALED3 COPPER BACKBONE RISER
NOT TO SCALEA3 FIBER BACKBONE RISER
COMM ROOM 111 OUTLET SCHEDULE
ROOM NAME ROOM NO.OUTLET
TYPE COUNT
CLASSROOM 100 2 1VEST 101 1 1BRIEF 104 2 2BRIEF 104 FB1 1BRIEF 106 2 2BRIEF 106 FB1 1MECH 109 1 1MECH 109 2 1COMM 111 1 1ELEC 112 1 1FUSELAGE TRAINER 113 1 3FIRE PUMP ROOM 114 1 1
CABLE TV OUTLET SCHEDULE
ROOM NAME ROOM NO.OUTLET
TYPE COUNT
CLASSROOM 100 5 1BREAK ROOM 103 5 1BRIEF 104 5 1BRIEF 106 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.