ACPh1RTAPlansVol220171109.pdf
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09 NOVEMBER 2017
US Army Corps of Engineers ®
SHEET OF
SHEET ID
U S
A R
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C O
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G-002
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INDEX OF DRAWINGS
SHEET ID SHEET NUMBER SHEET TITLE
PLUMBING
P-002 71 BLDG 2 THRU 5 - PLUMBING LEGEND, ABBREVIATIONS, AND NOTES
P-111 72 BLDG 1 - GUARD HOUSE - PLUMBING PLAN
P-121 73 BLDG 2 - CENTRAL ELECTRICAL PLANT (CEP) - WEST - PLUMBING FLOOR PLAN
P-131 74 BLDG 3 - CENTRAL ELECTRICAL PLANT (CEP) - EAST - PLUMBING FLOOR PLAN
P-141 75 BLDG 4 - FIRE PUMP HOUSE - PLUMBING & SANITARY FLOOR PLANS
P-151 76 BLDG 5 - PARTIAL AGSE/STORAGE/COVERED PARKING - PLUMBING FLOOR PLAN
P-521 77 BLDG 2 THRU 5 - DETAILS
P-522 78 BLDG 2 THRU 5 - DETAILS
MECHANICAL
M-002 79 BLDG 2 THRU 5 - MECHANICAL LEGEND, ABBREVIATIONS, SCHEDULES, AND NOTES
M-111 80 BLDG 1 - GUARD HOUSE - MECHANICAL PLAN
M-121 81 BLDG 2 - CENTRAL ELECTRICAL PLANT (CEP) - WEST - HVAC FLOOR PLAN
M-131 82 BLDG 3 - CENTRAL ELECTRICAL PLANT (CEP) - EAST - HVAC FLOOR PLAN
M-141 83 BLDG 4 - FIRE PUMP HOUSE - HVAC FLOOR PLAN
M-151 84 BLDG 5 - PARTIAL AGSE/STORAGE/COVERED PARKING - HVAC FLOOR PLAN
ELECTRICAL
E-001 85 BLDG 1 - GUARD HOUSE - ELECTRICAL GENERAL NOTES, LEGEND, AND ABBREVIATIONS
E-002 86 BLDG 2 THRU 5 - ELECTRICAL LEGEND, ABBREVIATIONS, AND NOTES
E-111 87 BLDG 1 - GUARD HOUSE - ELECTRICAL PLANS - LIGHTING
E-112 88 BLDG 1 - GUARD HOUSE - ELECTRICAL PLANS - POWER
E-113 89 BLDG 1 - GUARD HOUSE - ELECTRICAL PLAN - SPECIAL SYSTEMS
E-121 90 BLDG 2 - CENTRAL ELECTRICAL PLANT (CEP) - WEST - LIGHTING & POWER FLOOR PLANS
E-122 91 BLDG 2 - CENTRAL ELECTRICAL PLANT (CEP) - WEST - POWER SLAB FLOOR PLAN
E-123 92 BLDG 2 - CENTRAL ELECTRICAL PLANT (CEP) - WEST - PARTIAL POWER SLAB FLOOR PLAN E-124 93 BLDG 2 - CENTRAL ELECTRICAL PLANT (CEP) - WEST - GROUNDING AND LIGHTNING PROTECTION PLAN E-131 94 BLDG 3 - CENTRAL ELECTRICAL PLANT (CEP) - EAST - LIGHTING & POWER FLOOR PLANS
E-132 95 BLDG 3 - CENTRAL ELECTRICAL PLANT (CEP) - EAST - POWER SLAB FLOOR PLAN
E-133 96 BLDG 3 - CENTRAL ELECTRICAL PLANT (CEP) - EAST - PARTIAL POWER SLAB FLOOR PLAN E-134 97 BLDG 3 - CENTRAL ELECTRICAL PLANT (CEP) - EAST - LIGHTNING PROTECTION ROOF PLAN
E-141 98 BLDG 4 - FIRE PUMP HOUSE - LIGHTING & POWER FLOOR PLANS
E-142 99 BLDG 4 - FIRE PUMP HOUSE - LIGHTNING PROTECTION ROOF PLAN
E-151 100 BLDG 5 - AGSE/STORAGE/COVERED PARKING - LIGHTING FLOOR PLAN
E-152 101 BLDG 5 - AGSE/STORAGE/COVERED PARKING - POWER FLOOR PLAN
E-153 102 BLDG 5 - AGSE/STORAGE/COVERED PARKING - LIGHTNING PROTECTION ROOF PLAN
E-221 103 BLDG 2 - CENTRAL ELECTRICAL PLANT (CEP) - WEST - SECTIONS
E-222 104 BLDG 2 - CENTRAL ELECTRICAL PLANT (CEP) - WEST - SECTIONS
E-231 105 BLDG 3 - CENTRAL ELECTRICAL PLANT (CEP) - EAST - SECTIONS
E-232 106 BLDG 3 - CENTRAL ELECTRICAL PLANT (CEP) - EAST - SECTIONS
E-421 107 BLDG 2 - CENTRAL ELECTRICAL PLANT (CEP) - WEST - ENLARGED SWITCHGEAR ROOM 202 PLAN E-431 108 BLDG 3 - CENTRAL ELECTRICAL PLANT (CEP) - EAST - ENLARGED SWITCHGEAR ROOM 302 PLAN E-451 109 BLDG 5 - AGSE/STORAGE/COVERED PARKING - ENLARGED STORAGE FACILITY RM 501 - POWER FLOOR PLAN
E-521 110 BLDG 2 THRU 5 - LIGHTING FIXTURE DETAILS
E-522 111 BLDG 2 THRU 5 - LIGHTNING PROTECTION SYSTEM DETAILS
E-523 112 BLDG 2 THRU 5 - ELECTRICAL DETAILS
E-621 113 BLDG 2 - CENTRAL ELECTRICAL PLANT (CEP) - WEST - PANEL SCHEDULES
E-631 114 BLDG 3 - CENTRAL ELECTRICAL PLANT (CEP) - EAST - PANEL SCHEDULES
E-641 115 BLDG 4 - FIRE PUMP HOUSE - PANEL SCHEDULES
E-651 116 BLDG 5 - AGSE/STORAGE/COVERED PARKING - PANEL SCHEDULES
E-721 117 BLDG 2 - CENTRAL ELECTRICAL PLANT (CEP) - WEST - ELECTRICAL ONE LINE DIAGRAM E-722 118 BLDG 2 - CENTRAL ELECTRICAL PLANT (CEP) - WEST - ELECTRICAL ONE LINE DIAGRAM E-731 119 BLDG 3 - CENTRAL ELECTRICAL PLANT (CEP) - EAST - ELECTRICAL ONE LINE DIAGRAM E-732 120 BLDG 3 - CENTRAL ELECTRICAL PLANT (CEP) - EAST - ELECTRICAL ONE LINE DIAGRAM
E-741 121 BLDG 4 - FIRE PUMP HOUSE - ELECTRICAL ONE LINE DIAGRAM
E-751 122 BLDG 5 - AGSE/STORAGE/COVERED PARKING - ELECTRICAL ONE LINE DIAGRAM
SECURITY
ES121 123 BLDG 2 - CENTRAL ELECTRICAL PLANT (CEP) - WEST - SECURITY SYSTEM FLOOR PLAN ES131 124 BLDG 3 - CENTRAL ELECTRICAL PLANT (CEP) - EAST - SECURITY SYSTEM FLOOR PLAN
ES141 125 BLDG 4 - FIRE PUMP HOUSE - SECURITY SYSTEM FLOOR PLAN
ES151 126 BLDG 5 - AGSE/STORAGE/COVERED PARKING - SECURITY SYSTEM FLOOR PLAN
ES521 127 BLDG 2 THRU 5 - SECURITY DETAILS
TELECOMMUNICATIONS
T-002 128 BLDG 2 THRU 5 - TELECOMMUNICATIONS LEGEND, ABBREVIATIONS, AND NOTES
T-121 129 BLDG 2 - CENTRAL ELECTRICAL PLANT (CEP) - WEST - TELECOMMUNICATIONS FLOOR PLAN T-131 130 BLDG 3 - CENTRAL ELECTRICAL PLANT (CEP) - EAST - TELECOMMUNICATIONS FLOOR PLAN
T-141 131 BLDG 4 - FIRE PUMP HOUSE - TELECOMMUNICATIONS FLOOR PLAN
T-151 132 BLDG 5 - AGSE/STORAGE/COVERED PARKING - TELECOMMUNICATIONS FLOOR PLAN
T-521 133 BLDG 2 THRU 5 - TELECOMMUNICATIONS DETAILS
INDEX OF DRAWINGS
SHEET ID SHEET NUMBER SHEET TITLE
GENERAL
G-001 1 COVER SHEET
G-002 2 INDEX OF DRAWINGS
LIFE SAFETY
LS111 3 BLDG 1 - GUARD HOUSE - LIFE SAFETY PLAN
LS121 4 BLDG 2 - CENTRAL ELECTRICAL PLANT (CEP) - WEST - LIFE SAFETY PLAN
LS131 5 BLDG 3 - CENTRAL ELECTRICAL PLANT (CEP) - EAST - LIFE SAFETY PLAN
LS141 6 BLDG 4 - FIRE PUMP HOUSE - LIFE SAFETY PLAN
LS151 7 BLDG 5 - AGSE/STORAGE/COVERED PARKING - LIFE SAFETY PLAN
STRUCTURAL
S-001 8 BLDG 1 - GUARD HOUSE - GENERAL STRUCTURAL NOTES
S-002 9 BLDG 2 THRU 5 - STRUCTURAL LEGEND, ABBREVIATIONS & PROJECT NOTES
S-003 10 BLDG 2 THRU 5 - PROJECT NOTES
S-006 11 BLDG 6 - URBAN ASSAULT COURSE STATION 2 - STRUCTURAL GENERAL NOTES
S-111 12 BLDG 1 - GUARD HOUSE - STRUCTURAL PLANS
S-121 13 BLDG 2 - CENTRAL ELECTRICAL PLANT - WEST - SLAB PLAN - OVERALL
S-122 14 BLDG 2 - CENTRAL ELECTRICAL PLANT - WEST - SLAB PLAN
S-131 15 BLDG 3 - CENTRAL ELECTRICAL PLANT - EAST - SLAB PLAN - OVERALL
S-132 16 BLDG 3 - CENTRAL ELECTRICAL PLANT - EAST - SLAB PLAN
S-141 17 BLDG 4 - FIRE PUMP HOUSE - OVERALL FOUNDATION PLAN
S-142 18 BLDG 4 - FIRE PUMP HOUSE - SLAB PLAN
S-151 19 BLDG 5 - AGSE/ STORAGE/ COVERED PARKING - FOOTING PLAN
S-152 20 BLDG 5 - AGSE/ STORAGE/ COVERED PARKING - SLAB PLAN
S-161 21 BLDG 6 - URBAN ASSAULT COURSE STATION 2 - STRUCTURAL FOUNDATION PLAN AND FRAMING PLANS
S-162 22 BLDG 6 - URBAN ASSAULT COURSE STATION 2 - STRUCTURAL FOUNDATION PLAN
S-261 23 BLDG 6 - URBAN ASSAULT COURSE STATION 2 - STRUCTURAL ELEVATIONS
S-311 24 BLDG 1 - GUARD HOUSE - STRUCTURAL SECTIONS
S-361 25 BLDG 6 - URBAN ASSAULT COURSE STATION 2 - STRUCTURAL SECTIONS AND DETAILS
S-511 26 BLDG 1 - GUARD HOUSE - TYPICAL STRUCTURAL DETAILS
S-512 27 BLDG 1 - GUARD HOUSE - TYPICAL STRUCTURAL DETAILS
S-521 28 BLDG 2 THRU 5 - SECTIONS AND DETAILS
S-522 29 BLDG 2 THRU 5 - SECTIONS AND DETAILS
S-523 30 BLDG 2 THRU 5 - SECTIONS AND DETAILS
S-524 31 BLDG 2 THRU 5 - SECTIONS AND DETAILS
S-525 32 BLDG 2 THRU 5 - SECTIONS AND DETAILS
ARCHITECTURAL
A-002 33 BLDG 2 THRU 5 - ARCHITECTURAL LEGEND, ABBREVIATIONS, & PROJECT NOTES
A-111 34 BLDG 1 - GUARD HOUSE - PLANS AND CASEWORK ELEVATIONS & DETAILS
A-112 35 BLDG 1 - GUARD HOUSE - AIR BARRIER BUILDING PLAN AND SECTIONS
A-121 36 BLDG 2 - CENTRAL ELECTRICAL PLANT - WEST - OVERALL FIRST FLOOR PLAN
A-122 37 BLDG 2 - CENTRAL ELECTRICAL PLANT - WEST- OVERALL ROOF PLAN
A-131 38 BLDG 3 - CENTRAL ELECTRICAL PLANT - EAST - OVERALL FIRST FLOOR PLAN
A-132 39 BLDG 3 - CENTRAL ELECTRICAL PLANT - EAST - ROOF PLAN
A-141 40 BLDG 4 - FIRE PUMP HOUSE - OVERALL FIRST FLOOR PLAN
A-142 41 BLDG 4 - FIRE PUMP HOUSE - ROOF PLAN
A-151 42 BLDG 5 - AGSE/ STORAGE/ COVERED PARKING - OVERALL FIRST FLOOR PLAN
A-152 43 BLDG 5 - AGSE/ STORAGE/ COVERED PARKING - ROOF PLANS
A-161 44 BLDG 6 - URBAN ASSAULT COURSE STATION 2 - BLEACHER ENCLOSURE - FLOOR PLANS
A-211 45 BLDG 1 - GUARD HOUSE - BUILDING ELEVATIONS
A-221 46 BLDG 2 - CENTRAL ELECTRICAL PLANT - WEST - EXTERIOR ELEVATIONS
A-231 47 BLDG 3 - CENTRAL ELECTRICAL PLANT - EAST - EXTERIOR ELEVATIONS
A-241 48 BLDG 4 - FIRE PUMP HOUSE - EXTERIOR ELEVATIONS
A-251 49 BLDG 5 - AGSE/ STORAGE/ COVERED PARKING - EAST & WEST ELEVATIONS
A-252 50 BLDG 5 - AGSE/ STORAGE/ COVERED PARKING - EAST & WEST ELEVATIONS
A-311 51 BLDG 1 - GUARD HOUSE - BUILDING & WALL SECTIONS AND ROOF DETAILS
A-321 52 BLDG 2 - CENTRAL ELECTRICAL PLANT - WEST - BUILDING SECTION - TRANSVERSE
A-322 53 BLDG 2 - CENTRAL ELECTRICAL PLANT - WEST - WALL SECTIONS
A-341 54 BLDG 4 - FIRE PUMP HOUSE - BUILDING SECTIONS
A-342 55 BLDG 4 - FIRE PUMP HOUSE - WALL SECTIONS
A-351 56 BLDG 5 - AGSE/ STORAGE/ COVERED PARKING - BUILDING SECTIONS
A-352 57 BLDG 5 - AGSE/ STORAGE/ COVERED PARKING - WALL SECTIONS
A-521 58 BLDG 2 THRU 5 - DETAILS
A-611 59 BLDG 1 - GUARD HOUSE - DOOR AND WINDOW DETAILS AND FINISHES
A-621 60 BLDG 2 THRU 5 - DOOR TYPES & DETAILS
A-622 61 BLDG 2 THRU 5 - LOUVER TYPES & DETAILS
FIRE PROTECTION / FIRE ALARM
F-002 62 BLDG 2 THRU 5 - FIRE PROTECTION & FIRE ALARM LEGEND AND ABBREVIATIONS
F-121 63 BLDG 2 - CENTRAL ELECTRICAL PLANT (CEP) - WEST - SPRINKLER & FIRE ALARM / MASS NOTIFICATION SYSTEM FLOOR PLANS F-131 64 BLDG 3 - CENTRAL ELECTRICAL PLANT (CEP) - EAST - SPRINKLER & FIRE ALARM / MASS NOTIFICATION SYSTEM FLOOR PLANS F-141 65 BLDG 4 - FIRE PUMP HOUSE - SPRINKLER & FIRE ALARM / MASS NOTIFICATION SYSTEM FLOOR PLANS
F-521 66 BLDG 4 - FIRE PROTECTION DETAILS
F-522 67 BLDG 4 - FIRE PROTECTION DETAILS
F-621 68 BLDG 4 - FIRE PROTECTION SCHEDULES AND DETAILS
F-622 69 BLDG 2 THRU 5 - FIRE ALARM / MASS NOTIFICATION RISER DIAGRAM
F-623 70 BLDG 2 THRU 5 - FIRE ALARM MATRIX
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PATH OF TRAVEL
FIRE DEPARTMENT KEY BOX
OCCUPANT LOAD
OCCUPANT LOAD FACTOR (NFPA 101-TABLE 7.3.1.2)
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OCCUPANT LOAD FACTOR (NFPA 101-TABLE 7.3.1.2)
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US Army Corps of Engineers ®
SHEET OF
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PROPERTY OF UNITED STATES GOVERNMENT, FOR OFFICAL USE ONLY (FOUO). COPYING, DISSEMINATION, AND DISTRIBUTION TO UNAUTHORIZED INDIVIDUALS PROHIBITED.
12 JULY 2017 S-001
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GENERAL NOTES:
GENERAL:
1. ALL WORK SHALL COMPLY WITH THE CODES LISTED BELOW AND IN THE
SPECIFICATIONS.
2. THE CONTRACTOR SHALL VERIFY ALL DRAWINGS FOR COORDINATION
BETWEEN TRADES, LOCATE SLOTS, SLEEVES AND TRENCHES AS REQUIRED
FOR MECHANICAL TRADES. PROVIDE AND INSTALL ANCHORS, INSERTS,
HANGERS, ETC. AS REQUIRED FOR VARIOUS TRADES.
3. SUBMIT SHOP DRAWINGS OF REINFORCEMENT DETAILS, STRUCTURAL
STEEL, ETC. FOR APPROVAL BEFORE PROCEEDING WITH THE WORK. THE
CONTRACTOR SHALL CHECK ALL DIMENSIONS AND ACCEPT FULL
RESPONSIBILITY FOR DIMENSIONAL CORRECTNESS.
4. UNDER NO CIRCUMSTANCES SHALL REPRODUCTION OF CONTRACT
DRAWINGS BE USED AS SHOP DRAWINGS.
5. PROVIDE ALL TEMPORARY GUYING AND BRACING REQUIRED TO ERECT
AND HOLD THE STRUCTURE IN PROPER ALIGNMENT UNTIL ALL STRUCTURAL
WORK AND CONNECTIONS HAVE BEEN COMPLETED.
6. LOADING APPLIED TO THE STRUCTURE DURING THE PROCESS OF
CONSTRUCTION SHALL NOT EXCEED THE SAFE LOAD-CARRYING CAPACITY
OF THE STRUCTURAL MEMBERS. THE LIVE LOADINGS USED IN THE DESIGN
OF THIS STRUCTURE ARE INDICATED IN THE “DESIGN CRITERIA NOTES”. DO
NOT APPLY ANY CONSTRUCTION LOADS UNTIL ALL STRUCTURAL FRAMING IS
PROPERLY CONNECTED TOGETHER AND UNTIL ALL TEMPORARY BRACING IS
IN PLACE.
7. TYPICAL DETAILS AND GENERAL NOTES APPLY TO ALL PARTS OF THE
JOB EXCEPT WHERE SPECIFICALLY DETAILED OR NOTED OTHERWISE.
8. STRUCTURAL DRAWINGS SHOW ONLY THE BASIC STRUCTURAL
FRAMING. REFER TO ARCHITECTURAL, MECHANICAL AND ELECTRICAL
DRAWINGS FOR NON-STRUCTURAL ITEMS WHICH REQUIRE SPECIAL
PROVISIONS DURING THE CONSTRUCTION OF THE STRUCTURAL FRAME.
9. INFORM THE CONTRACTING OFFICER IN WRITING OF ANY DEVIATION
FROM THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL NOT BE
RELIEVED OF THE RESPONSIBILITY OF SUCH DEVIATION BY THE
CONTRACTING OFFICER REVIEW OF SHOP DRAWINGS, PRODUCT DATA, ETC.
UNLESS THE CONTRACTOR HAS SPECIFICALLY INFORMED THE
CONTRACTING OFFICER OF SUCH DEVIATION AT THE TIME OF SUBMISSION,
AND THE CONTRACTING OFFICER HAS GIVEN WRITTEN APPROVAL TO THE
SPECIFIC DEVIATION.
FOUNDATION:
1. FOUNDATIONS FOR THIS STRUCTURE HAVE BEEN DESIGNED IN
ACCORDANCE WITH THE RECOMMENDATIONS IN THE GEOTECHNICAL
ENGINEERING REPORT, PREPARED BY GET SOLUTIONS, INC. AND DATED
FEBRUARY 02, 2016 REVISED MAY 05, 2016. THE ENTIRE STRUCTURE SHALL
BE FOUNDED ON VERY WELL COMPACTED STRUCTURAL FILL OR
UNDISTURBED SOIL. DESIGN BEARING PRESSURE = 1500 P.S.F.
2. REMOVAL AND BACKFILLING OPERATIONS OF UNCONTROLLED FILL AND
OVER EXCAVATION SHALL BE PERFORMED UNDER THE SUPERVISION OF A
PROFESSIONAL ENGINEER LICENSED IN THE COMMONWEALTH OF VIRGINIA.
THE PROFESSIONAL ENGINEER OVERSEEING THESE OPERATIONS SHALL
CERTIFY TO THE GOVERNMENT THAT ALL UNCONTROLLED FILL HAS BEEN
REMOVED AND REPLACED WITH PROPERLY COMPACTED STRUCTURAL FILL
MEETING THE PROJECT REQUIREMENTS.
3. NO FOUNDATION WORK SHALL BE INSTALLED UNTIL ALL FOOTING WORK
HAS BEEN COORDINATED WITH ADJACENT UNDERGROUND UTILITIES, ETC.
FOOTINGS SHALL BE LOWERED WHERE REQUIRED.
4. NO UNBALANCED BACKFILLING SHALL BE DONE AGAINST FOUNDATION
WALLS UNLESS WALLS ARE SECURELY BRACED AGAINST OVERTURNING.
5. BOTTOM OF EXTERIOR FOOTINGS SHALL BEAR A MINIMUM OF 18 INCHES
BELOW FINAL GRADE. LOWER FOOTINGS AS REQUIRED TO MAINTAIN
COVERAGE.
STRUCTURAL STEEL:
1. ALL STRUCTURAL STEEL SHALL BE NEW, CLEAN AND STRAIGHT. STEEL
WIDE FLANGE SHAPES SHALL CONFORM TO ASTM A-992, GRADE 50. ALL OTHER
STEEL SHAPES SHALL CONFORM TO ASTM 36 UNLESS OTHERWISE NOTED.
STRUCTURAL TUBES ( HSS ) SHALL CONFORM TO ASTM A-500, GRADE B.
2. STRUCTURAL STEEL FABRICATION AND ERECTION SHALL COMPLY WITH THE
SPECIFICATIONS, THE VIRGINIA STATEWIDE BUILDING CODE AND THE
"SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS," ANSI/AISC 360-10, WITH
ITS LATEST AMENDMENTS.
3. UNLESS OTHERWISE NOTED ALL SHOP CONNECTIONS SHALL BE WELDED
AND ALL FIELD CONNECTIONS SHALL BE BOLTED. THE FABRICATOR IS
RESPONSIBLE FOR THE DESIGN OF ALL CONNECTIONS. REFER TO
SPECIFICATIONS.
4. WELDING SHALL COMPLY WITH THE "STRUCTURAL WELDING CODE"
PREPARED BY THE A.W.S., MINIMUM WELD SIZE SHALL BE 3/16" FILLET WELD,
ELECTRODES SHALL BE E70XX.
5. UNLESS OTHERWISE NOTED HIGH STRENGTH BOLTS SHALL COMPLY WITH
ASTM A-325 AND ANCHOR BOLTS SHALL COMPLY WITH ASTM A-1554 GRADE 36.
6. ALL EXPOSED LINTELS IN EXTERIOR WALLS SHALL BE GALVANIZED.
DESIGN LOADS
1. DESIGN LIVE LOADS USED IN THE DESIGN OF THESE STRUCTURES ARE AS
FOLLOWS:
2. UNIFORM LIVE LOADS:
SLAB ON GRADE: 4" SLAB: 100 PSF
ROOF LIVE LOAD: 20 PSF
3. ROOF SNOW LOADS:
GROUND SNOW LOAD Pg = 10 PSF SNOW EXPOSURE FACTOR Ce = 1.0
SNOW LOAD IMPORTANCE FACTOR I =1.0 (UON)
THERMAL FACTOR Ct=1.0 ROOF LOAD: Pf = 10.0 PSF
4. WIND LOADS:
ULTIMATE WIND VELOCITY: 115 MPH
NOMINAL WIND VELOCITY: 90 MPH
RISK CATEGORY II
WIND EXPOSURE CATEGORY (MAIN WINDFORCE-RESISTING SYSTEM): C
WIND EXPOSURE CATEGORY (COMPONENTS AND CLADDING): C
INTERNAL PRESSURE COEFFICIENT: +/- 0.18
5. SEISMIC LOADS:
RISK CATEGORY II
IMPORTANCE FACTOR, I = 1.0
Ss = .11g S1 = .05g
SOIL SITE CLASS D
SEISMIC DESIGN CATEGORY A
BASIC SEISMIC FORCE RESISTING SYSTEM:
ORDINARY REINFORCED MASONRY SHEAR WALLS R=2, Cs=0.059
ANALYSIS PROCEDURE USED: EQUIVALENT LATERAL FORCE ANALYSIS
CONCRETE WORK:
1. UNLESS OTHERWISE NOTED OR DETAILED ALL CONCRETE WORK SHALL BE IN
ACCORDANCE WITH THE AMERICAN CONCRETE CODE (A.C.I. 318) AND ITS LATEST
AMENDMENTS AND THE SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR
BUILDINGS (ACI 301).
2. ALL CONCRETE SHALL BE NORMAL WEIGHT AGGREGATE CONCRETE HAVING
A MINIMUM COMPRESSIVE STRENGTH OF 3,000 P.S.I. AT THE AGE OF 28 DAYS.
CONCRETE EXPOSED TO WEATHER SHALL BE AIR ENTRAINED.
3. ALL REINFORCING SHALL CONFORM TO ASTM A-615, GRADE 60.
4. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 AND PROVIDED IN
FLAT SHEETS. WELDED WIRE FABRIC SHALL BE PROPERLY SUPPORTED PRIOR
TO PLACING CONCRETE. HOOKING OF MESH IS NOT PERMITTED.
5. UNLESS OTHERWISE NOTED, REINFORCING STEEL MARKED CONTINUOUS
(CONT.) SHALL BE LAPPED 48 X BAR DIAMETER AT SPLICES. FOR LAPS AT
CORNERS, REFER TO TYPICAL DETAIL.
6. ALL REINFORCING STEEL SHALL BE HELD SECURELY IN PLACE TO PREVENT
DISLOCATION DURING THE POURING OPERATION. SLAB REINFORCING BARS
SHALL BE SUPPORTED ON HIGH CHAIRS AND BAR SPACERS OF SUITABLE
DESIGN, OR CONCRETE BLOCKS HAVING THE SAME MINIMUM COMPRESSIVE
STRENGTH OF THE CONCRETE SLAB.
7. DETAILING OF ALL CONCRETE STEEL REINFORCEMENT SHALL BE IN
ACCORDANCE WITH THE MANUAL OF STANDARD PRACTICE FOR DETAILING
REINFORCED CONCRETE STRUCTURES (A.C.I. 315).
8. NO CONCRETE SHALL BE PLACED UNTIL ALL EMBEDDED WORK HAS BEEN
INSTALLED, TESTED AND INSPECTED.
9. EXCEPT AS OTHERWISE SHOWN MINIMUM PROTECTION (CONCRETE COVER)
FOR REINFORCING STEEL SHALL BE AS FOLLOWS:
CONCRETE SURFACES CAST AGAINST SOIL: 3"
CONCRETE SURFACES EXPOSED TO EARTH OR WEATHER: 1-1/2"
INTERIOR CONCRETE SURFACES: 3/4" FOR SLABS
STEEL DECK NOTES:
1. STEEL DECK SHALL CONFORM TO THE LATEST EDITION OF THE AISI
SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL STEEL
MEMBERS AND THE STEEL DECK INSTITUTE DESIGN MANUAL FOR COMPOSITE DECKS,
FORM DECKS AND ROOF DECKS.
2. ATTACH ROOF DECK TO SUPPORTS WITH 5/8” DIAMETER PUDDLE WELDS IN ALL
RIBS WHERE SIDELAPS OCCUR AND AT 12 INCHES ON CENTER ALONG SUPPORTS (SDI
FASTENER PATTERN 36/4). FASTEN SIDELAPS WITH #10 SELF TAPPING SCREWS AT A
MAXIMUM SPACING OF 18 INCHES.
3. WELDING SHALL BE IN ACCORDANCE WITH AWS D1.3, “STRUCTURAL WELDING
CODE - SHEET STEEL.
4. DO NOT HANG OR SUPPORT ANY LOADS FROM METAL ROOF DECK.
5. DECK SHALL BE CONTINUOUS OVER A MINIMUM OF THREE SPANS.
MASONRY:
1. MASONRY CONSTRUCTION SHALL CONFORM TO ACI 530 AND ACI 530.1, BUILDING
CODE REQUIREMENTS AND SPECIFICATIONS FOR MASONRY STRUCTURES.
2. MASONRY BLOCK SHALL CONFORM TO ASTM C90. MASONRY MORTAR SHALL
CONFORM TO ASTM C270, TYPE S. MASONRY HAS BEEN DESIGNED FOR A
COMPRESSIVE STRENGTH OF 1500 PSI.
3. GROUT SHALL CONFORM TO ASTM C476. GROUT SHALL HAVE A MINIMUM 28 DAY
COMPRESSIVE STRENGTH OF 2000 PSI. SLUMP AT POINT OF PLACEMENT SHALL BE
BETWEEN 8 AND 10 INCHES.
4. ALL REINFORCING BARS SHALL CONFORM TO ASTM A615, GRADE 60. BARS SHALL
BE LAPPED PER MASONRY LAP SPLICE SCHEDULE. PROVIDE BAR POSITIONERS FOR
VERTICAL REINFORCING AT A MAXIMUM SPACING OF 8 FEET ON CENTER.
6. GROUTING SHALL BE STOPPED 1-1/2” BELOW THE TOP OF A COURSE SO AS TO
FORM A KEY AT THE POUR JOINT.
7. ALL BOLTS, ANCHORS, ETC. PLACED IN THE WALL, SHALL BE GROUTED SOLID INTO
POSITION.
OPEN WEB STEEL JOIST NOTES:
1. OPEN-WEB STEEL JOIST SHALL COMPLY WITH THE STANDARD SPECIFICATION FOR
OPEN WEB JOISTS OF THE STEEL JOIST INSTITUTE (SJI), LATEST EDITION.
2. OPEN-WEB STEEL JOIST SHALL HAVE A MINIMUM BEARING AS FOLLOWS:
ON STEEL - 'K' SERIES = 2 ½”
ON MASONRY – AS DETAILED
3. WELD ALL STEEL JOISTS WHEREVER THEY BEAR ON STRUCTURAL STEEL
MEMBERS, IN ACCORDANCE WITH THE S.J.I AND THE A.I.S.C SPECIFICATIONS
4. THE JOIST MANUFACTURER IS RESPONSIBLE FOR CONTINUOUS JOIST BRIDGING
LINES SATISFYING THE REQUIREMENTS OF THE SJI SPECIFICATION FOR THE TOP AND
BOTTOM CHORDS OF ALL STEEL JOISTS, AS WELL AS ANY ADDITIONAL BRIDGING /
BRACING SHOWN ON THE DRAWINGS OR REQUIRED FOR JOISTS SUBJECTED TO NET
UPLIFT OF OTHER SPECIAL LOADS. PROVIDE JOIST BRIDGING REQUIRED AT CHANGES
OF JOIST DEPTHS AND AT ENDS OF ALL BRIDGING LINES UNLESS SUCH ENDS ARE
PROPERLY ANCHORED INTO THE INTERSECTING INTERIOR OR END WALLS.
5. ROOF JOISTS SHALL BE DESIGNED FOR A NET UPLIFT OF 25 PSF (ASD). A SINGLE
LINE OF BOTTOM CHORD BRIDGING SHALL BE PROVIDED NEAR THE FIRST BOTTOM
CHORD PANEL POINTS WHENEVER UPLIFT LOADS OCCUR.
6. INSTALL JOIST BRIDGING AND CONNECTIONS COMPLETELY PRIOR TO PLACING
ANY CONSTRUCTION LOADS ON THE JOISTS. CONSTRUCTION LOADING SHALL NOT
EXCEED THE JOIST DESIGN LOAD.
7. REINFORCE CONCENTRATED LOADS EXCEEDING 100 POUNDS AND NOT LOCATED
AT JOIST PANEL POINTS PER THE TYPICAL DETAIL.
STRUCTURAL ABBREVIATIONS
ARCH. ARCHITECT, ARCHITECTURAL
BLDG. BUILDING
BM BEAM
BOTT. BOTTOM
C.M.U. CONCRETE MASONRY UNIT
C.J. CONTROL JOINT
C.L. CENTERLINE
COL. COLUMN
CONC CONCRETE
CONT. CONTINUOUS
DIA. DIAMETER
DWG. DRAWING
ELEV. ELEVATION
EXP. EXPANSION
FNDN. FOUNDATION
F.O. FACE OF
F.O.B. FACE OF BRICK
FTG. FOOTING
GALV. GALVANIZED
HORIZ. HORIZONTAL
H.S. HIGH STRENGTH
INSUL. INSULATION
JT. JOINT
L ANGLE
LLH LONG LEG HORIZONTAL
LLV LONG LEG VERTICAL
MAS MASONRY
MECH. MECHANICAL
MIN MINIMUM
O.C. ON CENTER
OPP. OPPOSITE
P.J.F. PREMOLDED JOINT FILLER
PL. PLATE
P.S.I. POUNDS PER SQUARE INCH
P.S.F. POUNDS PER SQUARE FOOT
REINF. REINFORCE,REINFORCING
REQ'D. REQUIRED
SCHED. SCHEDULE
SECT. SECTION
SHT. SHEET
SPECS. SPECIFICATIONS
STL. STEEL
T.O. TOP OF
TYP. TYPICAL
UON UNLESS OTHERWISE NOTED
VERT. VERTICAL
W.W.F. WELDED WIRE FABRIC
W/ WITH
W/O WITHOUT
Ø DIAMETER
° DEGREES
± PLUS OR MINUS
DESIGN CRITERIA:
1. INTERNATIONAL BUILDING CODE – 2015 EDITION .
UFC 1-200-01 GENERAL BUILDING REQUIREMENTS
UFC 3-301-01 STRUCTURAL ENGINEERING (JUNE 2013)
UFC 3-310-04 SEISMIC DESIGN FOR BUILDINGS
2. REFERENCED CODES: ACI 318 & COMMENTARY, BUILDING CODE FOR REINF.
CONCRETE; AISC 360-10, “SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS.
GENERAL NOTES
1. USE STRUCTURAL DRAWINGS IN CONJUNCTION WITH ALL OTHER DRAWINGS. COORDINATE
THE WORK OF OTHER TRADES INCLUDING, BUT NOT LIMITED TO THE REQUIREMENTS FOR
SLEEVES, INSERTS, HOLES, HANGERS AND ANCHORS.
2. ELEVATIONS ON THE STRUCTURAL DRAWINGS ARE DENOTED AS [+/-X'-X"] REFERENCED TO
THE FINISHED FLOOR TOP OF SLAB ELEVATION DATUM SET AT +0'-0". THIS DATUM IS
EQUIVALENT TO THE TOP OF SLAB ELEVATION INDICATED ON THE CIVIL DRAWINGS.
3. IT IS THE RESPONSIBILITY OF THE CONTRATOR TO COMPLETELY UNDERSTAND THE DESIGN
AS SHOWN ON THESE DRAWINGS AND ASSOCIATED SPECIFICATIONS. THE CONTRACTOR
SHALL REPORT DISCREPANCIES, OMMISSIONS, ETC. TO THE CONTRACTING OFFICER PRIOR TO
BEGINNING WORK IN AREAS THAT WILL BE AFFECTED.
4. DETAILS ENTITLED OR NOTED AS "TYPICAL" APPLY NOT ONLY WHERE SPECIFICALLY
INDICATED OR REFERENCED, BUT ALSO IN ALL OTHER CASES WHERE THE NATURE OF THE
CONSTRUCTION REQUIRES THEIR USE. DETERMINE APPLICABILITY OF TYPICAL DETAILS FROM
DESCRIPTIVE TITLES OR FROM THE SIMILARITY OF A CONSTRUCTION CONDITION TO ANOTHER
CONDITION WHERE THE DETAIL IS SPECIFICALLY INDICATED OR REFERENCED.
5. THE STRUCTURAL DRAWINGS CONTAINED HEREIN REPRESENT THE FINISHED STRUCTURE.
PROVIDE ALL TEMPORARY GUYING AND BRACING REQUIRED TO ERECT AND HOLD THE
STRUCTURE IN PROPER ALIGNMENT UNTIL ALL STRUCTURAL WORK, INCLUDING CONNECTIONS,
IS COMPLETE. THE ANALYSIS, DESIGN, SAFETY, ADEQUACY AND INSPECTION OF ERECTION
BRACING, SHORING, AND OTHER TEMPORARY SUPPORTS ARE THE SOLE RESPONSIBILITY OF
THE CONTRACTOR.
6. CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND SUPERVISION OF THE
WORK ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.
7. REPRODUCTION OF CONTRACT DRAWINGS SHALL NOT BE USED AS SHOP DRAWINGS
UNDER ANY CIRCUMSTANCES.
8. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL FINAL
CONSTRUCTION DOCUMENTS DEVELOPED FROM THESE PLANS AND ASSOCIATED
SPECIFICATIONS COMPLY WITH ALL APPLICABLE DESIGN REQUIREMENTS OF ANY GOVERNING
AUTHORITY AND OBTAIN THE APPROPRIATE APPROVALS AND/OR PERMITS AS MAY BE
REQUIRED FROM LOCALITY, STATE OR FEDERAL AGENCY.
GEOTECHNICAL NOTES
1. GEOTECHNICAL INFORMATION - REFER TO GEOTECHNICAL ENGINEERING REPORT TITLED
"REPORT OF SUBSURFACE EXPLORATION AND GEOTECHNICAL ENGINEERING SERVICES
AVIATION COMPLEX VERTICAL COMPONENT", DATED FEBRUARY 02, 2016 REVISED MAY 05, 2016
, PREPARED BY GET SOLUTIONS, INC.
2. REMOVAL AND BACKFILLING OPERATIONS OF UNCONTROLLED FILL AND OVER EXCAVATION
SHALL BE PERFORMED UNDER THE SUPERVISION OF A PROFESSIONAL ENGINEER LICENSED IN
THE COMMONWEALTH OF VIRGINIA. THE PROFESSIONAL ENGINEER OVERSEEING THESE
OPERATIONS SHALL CERTIFY TO THE GOVERNMENT THAT ALL UNCONTROLLED FILL HAS BEEN
REMOVED AND REPLACED WITH PROPERLY COMPACTED STRUCTURAL FILL MEETING THE
PROJECT REQUIREMENTS.
3. REFER TO GEOTECHNICAL ENGINEERING REPORT TITLED "REPORT OF SUBSURFACE
EXPLORATION AND GEOTECHNICAL ENGINEERING SERVICES AVIATION COMPLEX VERTICAL
COMPONENT", DATED FEBRUARY 02, 2016 REVISED MAY 05, 2016 , PREPARED BY GET
SOLUTIONS, INC. FOR NON-EXPANSIVE FILL, SELECT FILL, AND SELECT CLAY FILL MATERIAL
DEFINITIONS AND REQUIREMENTS, AND FOR COMPLETE FILL AND SUB-GRADE PREPARATION
MINIMUM REQUIREMENTS.
MINIMUM MODULUS OF SUBGRADE REACTION (k) 200 pci
4. THE FOUNDATIONS CONSIST OF A CONCRETE SLAB ON GRADE WITH THICKENED
PERIMETER EDGES AND AREAS AS REQUIRED.
5. NET ALLOWABLE SOIL PRESSURE: 1,500 PSF
6. DO NOT CONSTRUCT FOUNDATIONS UNTIL FOUNDATION WORK HAS BEEN COORDINATED
WITH UNDERGROUND UTILITIES AND STRUCTURES.
7. COORDINATE AND VERIFY ALL FOOTING LOCATIONS WITH OTHER DISCIPLINE DRAWINGS
INCLUDING CIVIL, PLUMBING, AND ELECTRICAL DRAWINGS.
8. ALL FOUNDATIONS AND SLABS ON GRADE SHALL BEAR ON A MINIMUM 10-MIL VAPOR
BARRIER, A MINIMUM 6" LAYER OF POROUS FILL AND PREPARED SUB-GRADE - SEE
GEOTECHNICAL ENGINEERING REPORT TITLED "REPORT OF SUBSURFACE EXPLORATION AND
GEOTECHNICAL ENGINEERING SERVICES AVIATION COMPLEX VERTICAL COMPONENT", DATED
FEBRUARY 02, 2016 REVISED MAY 05, 2016 , PREPARED BY GET SOLUTIONS, INC.
AND DETAIL 1/S-521 & 2/S-521.
CONCRETE CONSTRUCTION NOTES
1. ALL CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE PROVISIONS OF THE
AMERICAN CONCRETE INSTITUTE (ACI). SLABS ON GRADE SHALL ADHERE TO THE MOST
CURRENT EDITION OF TM5-809-1.
2. CAST-IN-PLACE CONCRETE PROPERTIES:
A. MINIMUM FLEXURAL STRENGTH (fr) 550 PSI B. MAXIMUM FLEXURAL STRENGTH (fr) 650 PSI
3. CONCRETE DENSITY SHALL BE NORMAL WEIGHT UNLESS OTHERWISE NOTED.
4. MINIMUM CONCRETE SLAB THICKNESS SHALL BE AS NOTED - SEE PLANS AND DETAILS 1/S- 521 & 2/S-521.
5. UON WELDED WIRE REINFORCEMENT SHALL CONFORM TO ASTM A185. PROVIDE FLAT
SHEET-TYPE WWR. SHEET LAPS SHALL BE TIED AND LAPPED ONE FULL MESH SPACING.
6. CONCRETE REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM
A615/A615M, GRADE 60. CONCRETE REINFORCING STEEL SHALL BE CONTINUOUS UNLESS
OTHERWISE INDICATED. CONTINUOUS REINFORCING STEEL SHALL BE LAPPED WITH TYPE "B"
SPLICES IN ACCORDANCE WITH THE REQUIREMENTS OF ACI 318.
7. MECHANICAL SPLICES ARE REQUIRED FOR ALL TIE ROD SPLICES AT RIGID FRAMES. TIE
RODS MADE OF SEVERAL REINFORCING BARS SHALL HAVE THEIR SPLICES STAGGERED A
MINIMUM OF 30 INCHES.
8. MINIMUM CONCRETE COVER FOR REINFORCING STEEL SHALL BE AS INDICATED. IN NO
CASE SHALL REINFORCEMENT COVER BE LESS THAN THE REQUIREMENTS OF ACI 301.
A. CONCRETE DEPOSITED AGAINST THE GROUND: 3"
B. CONCRETE EXPOSED TO EARTH OR WEATHER: 2"
9. CONCRETE REINFORCING STEEL MARKED STANDARD HOOK SHALL HAVE A 90-DEGREE
HOOK UNLESS OTHERWISE NOTED. STIRRUP, TIE AND 180-DEGREE HOOKS AND 90-DEGREE
HOOKS SHALL CONFORM TO THE REQUIREMENTS OF ACI 318.
10. UON PROVIDE MIN 1/2" THICK PRE-MOLDED JOINT FILLER MATERIAL WHERE SLABS ON
GRADE ABUT VERTICAL SURFACES.
11. ALL EMBEDDED ITEMS SHALL BE PROPERLY PLACED, ACCURATELY POSITIONED, AND
MAINTAINED SECURELY IN PLACE PRIOR TO AND DURING CONCRETE PLACEMENT.
12. REINFORCING STEEL SHALL BE SPREAD AT SLEEVES, TIEBACKS, RECESSES AND OTHER
EMBEDDED ITEMS UNLESS OTHERWISE INDICATED. REINFORCEMENT SHALL NOT BE CUT TO
FACILIATE PLACEMENT OF EMBEDDED ITEMS.
13. NO CONCRETE SHALL BE PLACED UNTIL THE CONTRACTING OFFICER OR THE
CONTRACTING OFFICER'S DESIGNATED REPRESENTATIVE HAS INSPECTED ALL EMBEDDED
WORK, INCLUDING REINFORCEMENT.
14. ALL EXPOSED CONCRETE EDGES SHALL BE CHAMFERED 3/4" UON
15. ALUMINUM SHALL NOT BE PLACED IN DIRECT CONTACT WITH CONCRETE UNLESS
EFFECTIVELY COATED OR COVERED TO PREVENT ALUMINUM-CONCRETE REACTION AND
ELECTROLYTIC ACTION BETWEEN ALUMINUM AND STEEL.
16. USE OF FIBER REINFORCED CONCRETE SYSTEMS WITHOUT APPROVAL IS PROHIBITED.
17. PROVIDE (2) VERTICAL REINFORCING BARS ON EACH SIDE OF CURB OPENINGS - SEE
DETAIL 5/S-522.
STRUCTURAL ABBREVIATIONS
ABBREVIATION DESCRIPTION
AB ANCHOR BOLT
AFF ABOVE FINISHED FLOOR
ANR ANCHOR
APPROX APPROXIMATELY
ARCH ARCHITECTURAL
ATFP ANTI-TERRORISM AND FORCE
PROTECTION
BC BOTTOM CHORD
BM BEAM
BOC BOTTOM OF CONCRETE
BOS BOTTOM OF STEEL
BRG BEARING
BP BEARING OR BASE PLATE
CFMF COLD-FORMED METAL FRAMING
CFS COLD-FORMED STEEL
CJ SLAB CONSTRUCTION JOINT
CL CENTER LINE
CLR CLEAR
CMU CONCRETE MASONRY UNIT
COL COLUMN
CONN CONNECTION
CONC CONCRETE
CONT CONTINUOUS
COORD COORDINATE
DE DECK EDGE
DIA DIAMETER
DIAG DIAGONAL
DIM DIMENSION
DN DOWN
EA EACH
EF EACH FACE
EJ EXPANSION JOINT
ELEV ELEVATION
EOS EDGE OF SLAB
EQ EQUAL
EW EACH WAY
EXT EXTENSION
FF FINISHED FLOOR
FFE FINISHED FLOOR ELEVATION
FOB FACE OF BRICK
FS FOOTING STEP
FTG FOOTING
GA GAGE
HORIZ HORIZONTAL
HS HIGH STRENGTH
HSS HOLLOW STRUCTURAL SHAPE
JBE JOIST BEARING ELEVATION
JS JOIST SUBSTITUTE
JST JOIST
KB KNUCKLED BEAM
KIPS (k) 1000 POUNDS
LG LONG
LLH LONG LEG HORIZONTAL
LLV LONG LEG VERTICAL
LSH LONG SIDE HORIZONTAL
LSV LONG SIDE VERTICAL
MAX MAXIMUM
MECH MECHANICAL
MFR MANUFACTURER
MIN MINIMUM
N/A NOT APPLICABLE
NIC NOT IN CONTRACT
NO. NUMBER
OC ON CENTER
OPP OPPOSITE
PJF PREMOLDED JOINT FILLER
PL PLATE
PLF POUNDS PER LINEAR FOOT
PSF POUNDS PER SQUARE FOOT
PSI POUNDS PER SQUARE INCH
REINF REINFORCEMENT
SCHED SCHEDULE
SDS SELF DRILLING SCREW
SF STEPPED FOOTING
SHT SHEET
SIM SIMILAR
SJ SLAB CONTROL JOINT
SPA SPACES/SPACED
STD STANDARD
T&B TOP AND BOTTOM
TOC TOP OF CONCRETE
TOF TOP OF FOOTING
TOM TOP OF MASONRY
TOS TOP OF STEEL
TS THICKENED SLAB
TYP TYPICAL
UON UNLESS OTHERWISE NOTED
USACE UNITED STATES ARMY CORPS OF
ENGINEERS
VERT VERTICAL
WP WORKING POINT
WWF WELDED WIRE FABRIC
WT WEIGHT
SLOPE SLOPE DIRECTION
DECK SPAN
INDICATES ELEVATION
REFERENCED TO FINISH
FIRST FLOOR
GRID REFERENCE LINE
POSSIBLE CONSTRUCTION
JOINT LOCATION AT
CONTROL JOINT
CONTROL JOINT LOCATION
STEEL
BRICK
CONCRETE MASONRY
UNIT
CONCRETE
GROUT
CAPILLARY WATER
BARRIER
EARTH FILL
STRUCTURAL LEGEND
SYMBOL DESCRIPTION
[+/-X'-X"]
METAL BUILDING SYSTEM NOTES
1. METAL BUILDING SYSTEM SHALL BE IN ACCORDANCE WITH MBMA BUILDING SYSTEM
MANUAL. PROVIDE SINGLE-SPAN RIGID FRAMES WITH TAPERED BEAMS AND COLUMNS AS
REQUIRED. COLUMN BASES ARE TO BE "PINNED" COLUMN ENDS, TRANSFERRING NO
MOMENTS TO THE FOUNDATION.
2. COLLATERAL DESIGN LOAD IS TO INCLUDE ADDITIONAL LOADS FROM ALL DISCIPLINES.
CONTRACTOR IS TO VERIFY COLLATERAL LOADS, COORDINATE AND DESIGN FRAMING SYSTEM
AS REQUIRED FOR ALL SUSPENDED OR SUPPORTED LOADS WITH OTHER DISCIPLINES
(INCLUDING BUT NOT LIMITED TO SUSPENDED/WALL MOUNTED EQUIPMENT, DUCTS, CONDUIT,
LIGHTING, ETC.) A MINIMUM COLLATERAL LOAD OF 10 PSF IS TO BE INCLUDED FOR SPRINKLER
SYSTEM IN SPRINKLERED BUILDINGS.
3. PROVIDE MINIMUM CLEARANCE UNDER RIGID FRAMES AS SHOWN. SEE ARCHITECTURAL
DRAWINGS FOR DETAILS.
4. PROVIDE FRAMING MADE OF STRUCTURAL STEEL SHAPES AROUND LARGE OVERHEAD
DOORS AS SHOWN - SEE ARHCITECTURAL DRAWINGS. COLD-FORMED CHANNEL JAMBS ARE
NOT ALLOWED. DESIGN THE FRAMING FOR ALL EFFECTS OF WIND AND DEAD LOADS
INCLUDING CATENARY FORCES.
5. PROVIDE CHANNEL-TYPE PURLIN BRACING AS REQD AT INTERVALS NOT EXCEEDING 1/4
SPAN. PROVIDE ANTIROLL CLIPS AT ALL PURLIN BEARING POINTS.
6. LIMIT LATERAL BARE-FRAME DRIFT UNDER ANY DESIGN LOAD COMBINATION TO H/400 FOR
BUILDINGS WITH INTERIOR PARTITIONS OR FINISHES ATTACHED TO FRAME (H/200 FOR OTHER
CASES). COMPUTE DRIFT USING DESIGN WIND LOADING WITH 50-YEAR MEAN RECURRENCE
INTERVAL.
7. LIMIT THE MAXIMUM COMBINED VERTICAL DEFLECTION OF PURLINS AND FRAMES TO L/240
UNDER DESIGN SNOW OR ROOF LIVE LOAD.
8. LIMIT THE MAXIMUM HORIZONTAL DEFLECTION OF GIRTS SUPPORTING STEEL STUDS WITH
DRYWALL FINISH TO L/240 UNDER DESIGN WIND LOADING IN ACCORDANCE WITH MBMA
SYSTEMS MANUAL.
9. PERMANENT BUILDING BRACING MAY BE INSUFFICIENT DURING ERECTION. DESIGN AND
PROVIDE TEMPORARY LATERAL BRACING TO BE USED DURING CONSTRUCTION UNTIL
PERMANENT BRACING IS IN PLACE.
10. COLUMN AND BASE PLATE SIZES SHALL ALLOW FOR MINIMUM ANCHOR BOLT EDGE
DISTANCE OF 7 INCHES TO ANY VERTICAL EDGE OF CONCRETE. BASE PLATES SIZES SHALL BE
DESIGNED TO FIT ON SLAB SPACE PROVIDED.
11. PROVIDE BOTTOM-FLANGE ANGLE BRACING FOR PRIMARY FRAMES ON BOTH SIDES OF
MEMBER.
12. USE RODS, NOT CABLES, FOR WALL AND ROOF BRACING. PROVIDE BACKUP PLATES (MIN.
6" WIDE X 3/4" THICK) BEHIND ALL BRACE ROD CONNECTIONS TO FRAME WEBS. WELD PLATES
TO FRAME FLANGES.
13. CONTRACTOR IS TO PROVIDE COMPLETE SIGNED AND SEALED METAL BUILDING SYSTEM
DESIGN CALCULATIONS FOR EACH METAL BUILDING SYSTEM INCLUDING FACTORED AND
UNFACTORED COLUMN REACTIONS FOR EACH DESIGN LOAD CASE WITH THE CRITICAL
COLUMN REACTIONS AND BUILDING DRIFT NOTED.
CONCRETE CONTROL AND CONSTRUCTION JOINT PLACEMENT NOTES
1. SEE FOUNDATION PLANS FOR CONCETE SLAB THICKNESS.
2. SLABS WITH THICKNESS UP TO 6" SHALL BE TREATED AS SLAB-ON-GRADE. SEE DETAILS
ON SHEET S-521.
3. SLABS WITH THICKNESS GREATER THAN 6" SHALL BE TREATED AS PAVEMENT. SEE
DETAILS ON SHEET S-521.
4. PAVEMENT GREATER THAN 8" THICK SHALL BE PLACED USING STRIP PLACEMENT
METHOD.
5. ALL PAVEMENT SHALL BE DOWELED AT ALL CONSTRUCUTION AND CONTROL JOINT
LOCATIONS. SEE DETAILS ON SHEET S-521.
6. REFERENCE SPECIFICATIONS FOR FINISH TOLERANCE CRITERIA.
7. THE CONTRACTOR SHALL PLACE CONTROL AND CONSTRUCTION JOINTS WITHIN THE SLAB
OR PAVEMENT REGION AS INDICATED BY THE FOUNDATION PLAN.
8. BULKHEADS AT CONSTRUCTION JOINTS SHALL REMAIN IN PLACE A MINIMUM OF THREE
DAYS.
9. CURING BLANKETS, MOIST CURING TENTS, ETC. SHALL BE MAINTAINED FOR A MINIMUM
OF SEVEN DAYS OR AS INDICATED WITHIN THE PROJECT SPECIFICATION, WHICHEVER IS
MORE STRINGENT. THIS DOES NOT PREVENT THE CONTRACTOR FROM PLACING NEW
CONCRETE SLAB STRIPS BETWEEN SLAB STRIPS CURRENTLY CURING.
10. THE CONTRACTOR SHALL REFERENCE DETAIL 1/S-521 FOR SLAB-ON-GRADE
PLACEMENT.
11. ALL CONTROL JOINTS LOCATED IN BOTH SLAB-ON-GRADE AND PAVEMENT REGIONS
SHALL BE SAW CUT AS REQUIRED WITHIN 8 HOURS OF CONCRETE PLACEMENT.
12. REFERENCE FOUNDATION NOTES IN COORDINATION WITH DETAILS FOR UNDER SLAB
TREATMENT.
PEB BUILDING FOUNDATION NOTES
THE BUILDING FOUNDATIONS HAVE BEEN DESIGNED FOR THE LOADS INDICATED FOR EACH
BUILDING AS INDICATED ON SHEETS S-122, S-132, S-142, AND S-152. THE CONTRACTOR SHALL
VERIFY FOUNDATION ADEQUECY PER THE DESIGN LOAD NOTES AND DESIGN CRITERIA FOR
EACH BUILDING AS INDICATED ON SHEETS S-122, S-132, S-142, AND S-152. IF THE
CONTRACTOR BUILDING DESIGN LOADS RESULT IN COLUMN REACTION FOUNDATION LOADS
DIFFERING FROM WHAT IS SHOWN ON S-003, THE CONTRACTOR SHALL REDESIGN THE
BUILDING FOUNDATION. CONTRACTOR IS TO PROVIDE COMPLETE SIGNED AND SEALED
FOUNDATION DESIGN CALCULATIONS FOR EACH METAL BUILDING SYSTEM INCLUDING
FACTORED AND UNFACTORED COLUMN REACTIONS FOR EACH DESIGN LOAD CASE WITH THE
CRITICAL COLUMN REACTIONS NOTED FOR USACE REVIEW AND APPROVAL.
WATER TANK FOUNDATION NOTES
THE WATER TANK FOUNDATION HAS BEEN DESIGNED FOR THE TANK DIMENSION & CAPACITES
INDICATED ON SHEET S-141 AND THE FIRE PROTECTION DRAWINGS. THE CONTRACTOR SHALL
VERIFY FOUNDATION ADEQUECY PER THE DESIGN LOAD NOTES AND DESIGN CRITERIA ON
SHEET S-142 FOR ACTUAL TANK DIMENSIONS & CAPACITIES PROVIDED. CONTRACTOR SHALL
PROVIDE WATER TANK FOUNDATION DESIGN CALCULATIONS FOR USACE REVIEW AND
APPROVAL.
US Army Corps of Engineers ®
SHEET OF
SHEET ID
U S
A R
M Y
C O
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PS
O F
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IN
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R S
D R
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PROPERTY OF UNITED STATES GOVERNMENT, FOR OFFICIAL USE ONLY (FOUO). COPYING, DISSEMINATION, AND DISTRIBUTION TO UNAUTHORIZED INDIVIDUALS PROHIBITED. 1339
S-002
PHASE 1
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FTG MIN
"B"
8'-0"
8'-0"
FTG
MRK
FOOTING SCHEDULE
FTG MIN
"W"
8'-0"
10'-8"
FTG MIN
"D"
24"
24"
FOOTING SCHEDULE
TOP OF FOOTING
SEE PLAN
"W"
"B
"D
W/2 W/2
B/
B/
COLUMN
FOOTING
"W"
EQ EQCL OF COL & BP
BASE PLATE
TOP OF SLAB
SEE PLAN
BP MIN
"M"
14"
14"
AB QTY
PER BP
BASE PLATE & ANCHOR BOLT SCHEDULE
BP MIN
"N"
14"
14"
"N"
"M
M /2
M /2
N/2 N/2
NOTES:
1. BASE PLATE DIMENSIONS AND THICKNESS AS REQUIRED BY PEB MANUFACTURER
2. UON BASE PLATE & ANCHOR BOLT PER SCHEDULE BELOW
"X"
"Y
AB MIN
Ø
1"
1"
AB MIN
EMBED
"E"
21"
45"
AB MIN
PROJECTION
"P"
5"
5"
BP MIN
"X"
5"
5"
BP MIN
"Y"
5"
5"
BASE PLATE AND ANCHOR BOLT SCHEDULE
"E
"P
TOP OF SLAB
SEE PLAN
BASE PLATE
AB WITH HEAVY HEX NUT
LEVELING PLATE, NUT & WASHER
3/16
CL COL
& BP
CL COL
& BP
TACK
NUT & WASHER
G R
O U
T
2" N
O N
-S H
R
IN
K/ N
O N
-M
ET
AL
LI
C
AB/BP
TYPE
A
B
THRUST
"X"
THRUST
"Z"
UPLIFT
"Y"
GRAVITY
"Y"
COLUMN REACTIONS [KIPS]
UPLIFT "Y"
GRAVITY "Y"
THRUST "X"
THRUST "Z"
COLUMN REACTIONS NOTES
THE COLUMN REACTIONS IN THE TABLE BELOW REPRESENT THE
FACTORED VALUES USED FOR FOUNDATION DESIGN AT THE MAIN
PRIMARY RIGID FRAME COLUMNS. THE CONTRACTOR MUST VERIFY
COLUMN REACTIONS AND REVISE FOUNDATIONS ACCORDINGLY -
SEE FOUNDATION NOTES.
US Army Corps of Engineers ®
SHEET OF
SHEET ID
U S
A R
M Y
C O
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PS
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EN
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IN
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R S
D R
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PROPERTY OF UNITED STATES GOVERNMENT, FOR OFFICIAL USE ONLY (FOUO). COPYING, DISSEMINATION, AND DISTRIBUTION TO UNAUTHORIZED INDIVIDUALS PROHIBITED. 13310
S-003
PHASE 1
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US Army Corps of Engineers ®
SHEET OF
SHEET ID
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D R
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PROPERTY OF UNITED STATES GOVERNMENT, FOR OFFICIAL USE ONLY (FOUO). COPYING, DISSEMINATION, AND DISTRIBUTION TO UNAUTHORIZED INDIVIDUALS PROHIBITED.
S-006
S
D
W G
A
G O
N Z
A L
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J
G A
R T
O N
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W E
A V
'-0
1' -2
1'
-2
28'-4"
1'-2"
10"
'-0
'-4
1'
-2
1' -2
1'-2"
FOR THICKENED SLAB AT
INTERIOR NON-BEARING
WALLS REFER TO
TYPICAL DETAIL
GHC1
GHC1
HSS5x5x1/4 COLUMN WITH 12"x12"x3/4" BASE PLATE W/
(4) 3/4"Ø HEADED ANCHOR
BOLTS W/ 1'-0" EMBEDMENT
A2 S-311
A1 S-311
A3 S-311
A4 S-311
A1 S-311
A4 S-311
A5 S-311
(-2'-0") (-1'-4")
2'
-0
1'
-4
1. DATUM FOR ALL ELEVATIONS GIVEN ON THIS PLAN IS FINISHED FIRST FLOOR
ELEVATION +12.15 = 0’-0”.
2. TOP OF CONCRETE SLAB IS AT +0’-0”.
3. UNLESS OTHERWISE NOTED ON PLAN OR SHOWN IN SECTIONS OR DETAILS, ALL
CONTINUOUS WALL FOOTINGS SHALL BE 1’-0” DEEP AND SHALL PROJECT 6” EACH
SIDE FROM WALL ABOVE AND BE REINFORCED WITH 3 - # 5 BOTTOM CONTINUOUS W/
#4 @ 24" O.C. TRANSVERSE SUPPORT BARS.
4. PROVIDE 4” CONCRETE SLAB ON GRADE ON 10 MIL VAPOR RETARDER ON 6”
POROUS FILL OVER INSULATION. REINFORCE SLAB WITH 6 x 6 - W2.9 x W2.9 W.W.F.
PLACED 1” CLEAR FROM TOP OF SLAB. FOR INSULATION, REFER TO ARCH.
DRAWINGS.
5. TOP OF ALL WALL FOOTINGS SHALL BE AT -1’-4” BELOW DATUM, EXCEPT WHERE
NOTED (-2'-0") ON PLAN WHERE TOP OF WALL FOOTINGS ARE -2'-0" BELOW DATUM.
6. NO FOUNDATION WORK SHALL BE INSTALLED UNTIL ALL UNDERGROUND
UTILITIES, ETC. HAVE BEEN COORDINATED WITH FOUNDATION LOCATIONS AND
ELEVATIONS.
7. FOR GENERAL NOTES AND TYPICAL DETAILS, REFER TO SHEETS S-001, S-511
AND S-512.
1. DATUM FOR ALL ELEVATIONS GIVEN ON THIS PLAN IS FINISHED FIRST FLOOR
ELEVATION +12.15' = 0’-0”.
2. ROOF CONSTRUCTION IS 1-1/2” DEEP, 20 GA. TYPE ‘B’ STEEL ROOF DECK
SUPPORTED ON OPEN WEB STEEL JOIST ON STEEL LEDGER ANGLE ATTACHED TO
MASONRY BEARING WALLS.
3. THE TERM JOIST BEARING ELEVATION INDICATES TOP OF JOIST SUPPORT
ANGLE. JOIST BEARING ELEVATIONS VARY AND ARE INDICATED THUS: [+ X'-X"] ON
PLAN. JOISTS SHALL HAVE 4" DEEP JOIST SEATS MEASURED AT INSIDE FACE OF
WALL, REFER TO SECTIONS FOR ADDITIONAL INFORMATION.
4. FOR LOCATION AND DIMENSIONS OF ROOF OPENINGS SEE ARCHITECTURAL AND
MECHANICAL DRAWINGS.
5. UNLESS OTHERWISE SHOWN PROVIDE ANGLE 4” x 4” x1/4” FRAMING AROUND ALL
MECHANICAL AND ARCHITECTURAL ROOF OPENINGS OVER 12" IN ANY DIMENSION.
6. FOR LINTEL SCHEDULE SEE TYPICAL DETAIL SHEET, SHEET S-512. LINTELS ARE
NOTED ON PLAN THUS: FOR EXACT LOCATION SEE ARCHITECTURAL AND
MECHANICAL DRAWINGS.
7. FOR GENERAL NOTES AND TYPICAL DETAILS, REFER TO SHEETS S-001, S-511
AND S-512.
B
A
1'-2" 1'-2"
10"
'-0
1' -2
1'
-2
2' -8
'-0
'-4
LINTEL L1
LINTEL L1: W8x18 + 1/4"x13" CONT.
BOTTOM PLATE (GALV.) STOP
PLATE 1/2" SHORT OF MASONRY
OPENING AT EACH END
LINTEL L1
7" WIDE x 12" LONG x 5/8"
THICK BEARING PLATE W/ (2)
1/2"Øx4" LONG HEADED STUDS
(ONE PER CELL). (TYPICAL AT
LINTEL MASONRY BEARING
END, THIS BUILDING)
A2 S-311
A1 S-311
A3 S-311
A4 S-311
A1 S-311
A4 S-311
10K1
10K1
10K110K1
10K1
10K1
A5 S-311
13'-8 3/8" 7 5/8" 11'-8"
FOR OUTRIGGERS
REFER TO SECTIONS A1
AND A4 ON SHEET S-311.
FOR OUTRIGGERS
REFER TO SECTIONS A1
AND A4 ON SHEET S-311.
'-4
'-7
/8
'-8
C6X8.2
C6X10.5
C6X10.5
13'-4" 1'-6"
C6X10.5
4'-6"
C6X8.2 C6X8.2
(+ 9' - 3 13/16" )
(+ 10' - 9 1/8" )
(+ 11' - 5 11/16" )
A5 S-512
F.O. VENEER (TYP)
F.O. VENEER (TYP)
F.O. VENEER (TYP)
CMU PARTITION
REFER TO ARCH. DWGS
3-#5 BOTT. CONT
DEEPEN SLAB AT
MASONRY PARTITION
(TYPICAL)
SLAB ON GRADE,
REFER TO PLAN
TYPICAL DETAIL SHOWING
THICKENED SLAB UNDER NON-BEARING
CMU PARTITIONS
6"
EACH SIDE
8" TYPICAL
NOT TO SCALE
EACH SIDE
1'-0"
TYPICAL COLUMN AND FOOTING DETAIL
FOR ANCHOR BOLTS
REFER TO PLAN & NOTES.
1' -0
FOR COLUMN
SIZE, REFER TO
PLAN AND SCHEDULE.
C.L. COL. AND FTG.
FOR COL. BASE PLATE
REFER TO PLAN AND
NOTES.
FOR FOOTING REFER
TO PLAN AND NOTES.
FTG. REINF.,REFER TO
PLAN & NOTES.
NOT TO SCALE
1/4
G R
O U
T 1"
N O
N -S
H R
IN
K
(TYPICAL)
3" CLEAR
1 1/2" TYP.
NOTE: WHERE THREE BARS OCCUR, CENTER BAR SHALL BE
TREATED SAME AS INNER FACE BAR.
TYPICAL CONTINUOUS
REINFORCEMENT AT CORNERS DETAIL
NOT TO SCALE
36 x BAR DIA.
DIA.
16 X BAR
0" T
Y P
0"
T Y
P
D
IA
x
B A
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OF
U S
A R
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S D
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B Y
1 2 3 4 5
D
C
B
A
D
C
B
A
US Army Corps of Engineers R
SHEET ID
SHEET
PHASE 1
A V
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PROPERTY OF UNITED STATES GOVERNMENT, FOR OFFICAL USE ONLY (FOUO). COPYING, DISSEMINATION, AND DISTRIBUTION TO UNAUTHORIZED INDIVIDUALS PROHIBITED.
12 JULY 2017 S-111
B L
D G
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U A
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H O
U S
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T R
U C
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13312
M L M
J S
S
K B
F
8' 12'4'2'0 1/4"=1'-0"
1/4" = 1'-0"
FOUNDATION PLAN - GUARD HOUSE
FOUNDATION PLAN NOTES
ROOF FRAMING PLAN NOTES
1/4" = 1'-0"
ROOF FRAMING PLAN - GUARD HOUSE
GRAPHIC SCALE:
SHEET KEY NOTES:
4'-0" WIDE X 1'-4" DEEP WALL FOOTING REINF W/ 4-#5 TOP
& BOTTOM CONT, AND #4 TRANSVERSE SUPPORT BARS
AT 24" O.C., CENTER FOOTING ON WALL.
2'-0" WIDE X 1'-0" DEEP WALL FOOTING REINF W/ 3-#5
BOTTOM CONT, AND #4 TRANSVERSE SUPPORT BARS
AT 24" O.C., CENTER FOOTING ON WALL.
PLUMBING LINE, REFER TO PLUMBING DRAWINGS.
CANOPY, REFER TO ARCH. DRAWINGS AND TYPICAL
SECTION THRU CANOPY FRAMING ON SHEET S-512.
GROUT ALL CELLS SOLID, FULL HEIGHT IN 8" CMU AT
CANOPY LOCATION TO ALLOW FOR CANOPY FRAMING
ATTACHMENT.
1 1/2" DEEP, 20 GA. TYPE 'B' STEEL ROOF DECK.
STEP WALL FOOTING PER DETAIL ON SHEET S-511.
DBA C
CLR
15' - 0"30' - 0"
24'-0" x 9'-0" CONCRETE
EQUIPMENT PAD - TYP OF (6)
4' - 6" 4' - 6" 7' - 0" 4' - 6" 4' - 6" 7' - 0" 4' - 6" 4' - 6" 5' - 8"
CONCRETE PAD BY
DOMINION VIRGINIA
POWER
S-521
TYP
8'-0" x 3'-0" CONCRETE
EQUIPMENT PAD
4' - 0" 4' - 0"
1'
6" 1'
6"
" C
LR
TYPICAL CONCRETE CURB - SEE CIVIL DRAWINGS
3'
0" 6'
0"
5' - 0"
6'-0" x 5'-0" CONCRETE
STOOP - TYPICAL OF (2)
RAMP - SEE CIVIL DRAWINGS
RAMP - SEE CIVIL DRAWINGS
S-521
TYP
SIDEWALK - SEE
CIVIL DRAWINGS
PEB FOUNDATION -
SEE SHEET S-122
[+0'-0"]
TYPICAL 4'-0" LONG #4 REBAR @
RE-ENTRANT CORNERS
5'-0" x 3'-0" CONCRETE
EQUIPMENT PAD
1' - 0" 6' - 0"
5'
0"
S-525
5'
0"
1"
3' - 0"
[+0'-2"][-0'-2"][-0'-6"]
[-0'-8"]
[+0'-2"][-0'-2"][-0'-6"]
C
LR
6'
0"
C
LR
6'
0"
BOLLARD -
TYP
0'
-0
US Army Corps of Engineers ®
SHEET OF
SHEET ID
U S
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1 2 3 4 5
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A
PROPERTY OF UNITED STATES GOVERNMENT, FOR OFFICIAL USE ONLY (FOUO). COPYING, DISSEMINATION, AND DISTRIBUTION TO UNAUTHORIZED INDIVIDUALS PROHIBITED. 13313
S-121
PHASE 1
BL
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TR
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- W
E S T
SL
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SCALE: 1/8" = 1'-0"
BLDG 2 - SLAB PLAN - OVERALL
SEE SHEET S-122 SLAB PLAN NOTES
FOR TOP OF SLAB ELEVATION
INFORMATION.
8' 16' 24'
SCALE: 1/8" = 1' - 0"
0'
NO SCALE
NORTH
KEY PLAN
WEST CEP
M
AR
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ES
C
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TI
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TE
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EL
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B P
AS
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EQ
D
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AL
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ID
L
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A
D
30' - 0"
FACE OF
CONCRETEFACE OF
CONCRETE
FACE OF
CONCRETE
BR
AC
ED
B
AY
AS
R
EQ
D
1' - 4" 8' - 6" 10' - 4" 8' - 6" 1' - 4"
EQUIPMENT
PAD
6'
0"
1'
4"
1'
4"
C
2'
0"
O P E
N
3'
4"
0"
END WALL
INTERMEDIATE COL AND
BP AS REQD, TYPICAL
GRID LINE 1 & 4
CJ
TYP
TYP
HAIRPIN
- TYP
S-522
S-522
1' - 2"
OPEN
8' - 0" 1' - 2"
S-525
TYP
BR
AC
ED
B
AY
AS
R
EQ
D
3'
0" 5'
0"
1' - 0"
SLAB
8' - 4"
3' - 0"
S-521
TYP
S-522
TYP SJ
S-522
TYP
CJ
CJ
SJ
THICKENED
SLAB LINE - TYP
SJSJ
SJSJ
SJ
9' - 10"
SJ
10' - 4"
SJ
9' - 10"
SL
AB
J O
IN
T
SL
A B
J O
IN
T
9'
9"
SL
A B
J O
IN
T
9'
6"
SL
A B
J O
IN
T
9'
6"
SL
A B
J O
IN
T
9'
9"
SL
A B
J O
IN
T
SL
A B
S-522
SIM
S-522
SIM
2' - 0"
OPEN
3' - 4"
[+0'-0"]
3' - 4"
DESIGN LOAD NOTES
1. STRUCTURAL DESIGN IS IN ACCORDANCE WITH THE LATEST
EDITION OF THE FOLLOWING CODES AND SPECIFICATIONS UON:
A. 2012 INTERNATIONAL BUILDING CODE
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