1596300_dwg_28of35_V3_Equipment.pdf
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M4
W12
HSS7x3
HSS7x3
H
S
S x
HSS6x3
HSS7x3
INSIDE
OUTSIDE
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
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ID
-A
TL
A N
TI
C
FY
P -2
A
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A N
D A
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N S
1317 EXECUTIVE BLVD.
SUITE 300
CHESAPEAKE, VA 23320
QG001
INSIDE OF MULLION - (2) 2" FLEX CONDUITS REQUIRED AT M3, M4, M6, M8
(2) 1" FLEX CONDUITS REQUIRED AT M5, M7, M9, M10
INSIDE OF MULLION
CAP AT M1, M2,
AND M10
EXTERIOR OF MULLION - 1" PVC CONDUIT REQUIRED AT M2, M4, M7, M9
M U
L L
I O
N
A
C C
E S
S
H
O L
E
L
O C
A T
I O
N
P
L A
N
S
C H
E D
U L
E
A N
D
F
I R
E
P
R O
O F
I N
G
D
E T
A I L
S
M8
M7
M6
M5
M4
M3
M2
M9
M10
M1
" UNISTRUT
AT MULLION
M1, M2, AND M10
.050 DARK BRONZE
ALUMINUM MULLION
CAP TRIM
TUBE COLUMNS SHALL
BE FIRE PROOFED
PER UL DESIGN X630 2 HR
OR APPROVED EQUAL
CABLE OR POWER
ACCESS HOLE LOCATIONS
TYP ALL COLUMNS
AS INDICATED
PERIMETER ROOF
BEAM FIRE
PROOFING SHALL BE
UL DESIGN X632
2HR, OR
APPROVED EQUAL
2 HR TRUSS
FIRE PROOFING
ROOF ASSEMBLY
FIRE PROOFING SHALL
BE UL DESIGN X632
OR APPROVED EQUAL
2 HR FIRE PROOFING
@ CABLE ACCESS
HOLE LOCATIONS
2 HR FIRE PROOFING
@ CABLE ACCESS
HOLE LOCATIONS
H
R
F
I R
E
P
R O
O F
I N
G
S
T R
U C
T U
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F I R
E
P
R O
O F
I
O
R
E Q
U I R
E D
SCALE: 3/8" = 1'-0"
A3
MULLION ACCESS HOLE
LOCATION PLAN
N
0 2' 4' 6'
SCALE: 3" = 1'-0"
C1
TYP UTILITY LOCATION DETAIL
AT MULLION
SCALE: 1/2" = 1'-0"
B5
TYP CAB STRUCTURE FIRE
PROOFING DETAIL
2 HR FIRE CAULK REQUIRED AT ALL ACCESS
HOLE LOCATIONS - SEE PLAN FOR LOCATIONS
UTILITY MULLION SCHEDULE:
No. DESCRIPTION LOCATION
M1 ROOF DRAINS TO ABOVE CEILING INSIDE OF MULLION CAP
M1 POWER TO ROOF INSIDE OF MULLION
M2 SPRINKLER TO ABOVE CEILING INSIDE OF MULLION CAP
M3 LIGHTNING GROUNDING EXTERIOR OF MULLION
M3 COMMUNICATION TO ROOF INSIDE OF MULLION
M4 POWER TO ABOVE CEILING INSIDE OF MULLION
M4 LIGHTNING GROUNDING EXTERIOR OF MULLION
M4 COMMUNICATION TO ROOF INSIDE OF MULLION
M5 RADAR DISPLAY CONTROL WIRE INSIDE OF MULLION
M5 POWER TO ABOVE CEILING INSIDE OF MULLION
M6 COMMUNICATION TO ROOF INSIDE OF MULLION
M7 POWER TO ABOVE CEILING INSIDE OF MULLION
M7 LIGHTNING GROUNDING EXTERIOR OF MULLION
M8 COMMUNICATION TO ROOF INSIDE OF MULLION
M9 POWER TO ABOVE CEILING INSIDE OF MULLION
M9 LIGHTNING GROUNDING EXTERIOR OF MULLION
M9 COMMUNICATION TO ROOF INSIDE OF MULLION
M9 PLUMBING VENT INSIDE OF MULLION CAP
M10 ROOF DRAINS TO ABOVE CEILING INSIDE OF MULLION CAP
M10 FIRE ALARM TO ABOVE CEILING INSIDE MULLION
M10 LIGHTING GROUNDING EXTERIOR OF MULLION
0 2' 4'
0 4" 8"
8/
/2
SAT-TO FORM SIGNED BY
DON ELLIOT 12/19/19
JAS
STRUCTURAL WORK SHALL BE IN ACCORDANCE WITH "UFC 3-301-01", "STRUCTURAL
ENGINEERING" WITH CHANGE 4, AND INTERNATIONAL BUILDING CODE 2018 EDITION, AS ADOPTED
AND SUPPLEMENTED BY LOCAL REGULATIONS.
VERIFY ALL DIMENSIONS AND SITE CONDITIONS PRIOR TO STARTING CONSTRUCTION. NOTIFY
THE ENGINEER OF ANY DISCREPANCIES OR INCONSISTENCIES.
DO NOT SCALE DRAWINGS TO OBTAIN ACTUAL DIMENSIONS.
SEE ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR MISCELLANEOUS ITEMS
NOT SHOWN ON THE CAB STRUCTURAL DRAWINGS.
SEE ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR ANCHORED, SUPPORTED
AND EMBEDDED ITEMS WHICH AFFECT THE STRUCTURAL WORK. VERIFY DETAILS, LOCATION, AND
DIMENSIONS WITH EQUIPMENT PURCHASED.
COORDINATE OPENING SIZES AND FRAMING SHOWN ON DRAWING, COORDINATE OPENING
LOCATIONS IN FLOORS, WALLS, AND ROOF WITH ARCHITECTURAL, MECHANICAL ELECTRICAL AND
COMMUNICATIONS ETC. REQUIREMENTS.
ALL ELEVATIONS ARE REFERENCED TO DATUM ELEVATION 0'-0" (FINISH FIRST FLOOR), UNLESS
OTHERWISE NOTED. SEE SITE PLAN FOR ACTUAL ELEVATIONS.
NO CHANGES IN CONSTRUCTION FROM THAT SHOWN IN THE APPROVED SHOP DRAWINGS SHALL
BE MADE WITHOUT THE SPECIFIC WRITTEN APPROVAL OF THE ENGINEER.
ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL, UNLESS
SPECIFICALLY NOTED OTHERWISE, AND SHALL BE CONSTRUED TO APPLY TO ANY OTHER SIMILAR
SECTION OR LOCATION ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN.
ANY VARIANCE FROM THE CONTRACT DOCUMENTS SHALL BE CLEARLY NOTED WITH A VARIANCE
REQUEST ON SHOP DRAWING SUBMITTALS.
ANY SUBMITTALS WITH INCOMPLETE RELATED INFORMATION MAY BE SUBJECT TO LATER
RESUBMITTALS.
CONTRACTOR SHALL MAINTAIN AS-BUILT DRAWINGS ON SITE INDICATING MODIFICATIONS
PERFORMED IN THE FIELD.
THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE,
WORK PERSONS AND OTHER PEOPLE DURING CONSTRUCTION. THE CONTRACTOR SHALL
SUPERVISE AND DIRECT THE WORK AND BE RESPONSIBLE FOR ALL CONSTRUCTION.
PHOTOGRAPHIC REPRODUCTION OF THE CONTRACT DOCUMENTS IN THE PREPARATION OF SHOP
DRAWINGS WILL NOT BE ALLOWED.
GENERAL:
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
20 psf (PER UFC 3-301-01)
DESIGN DATA:
LIVE LOADS:3.
ROOF
5.
1. ULTIMATE DESIGN WIND SPEED: V = 153 mph
NOMINAL DESIGN WIND SPEED: V = 119 mph
2. RISK CATEGORY; 'IV'
3. EXPOSURE 'CATEGORY 'C'
- IBC 2018 EDITION
WIND DESIGN DATA (per ASCE 7-10)
Is. = 1.2
Pg = 10 psfGROUND SNOW LOAD
SNOW LOAD:4.
IMPORTANCE FACTOR
ROOF SNOW LOAD Pf = 15 psf
ULT
ASD
4. INTERNAL PRESSURE COEFFICIENT, GCpi = ±0.18, 'ENCLOSED' BUILDING
5. SEE SCHEDULES & DIAGRAMS FOR COMPONENT AND CLADDING PRESSURES.
6. ALL COMPONENT AND CLADDING PRESSURES ARE NOMINAL 'ASD' PRESSURES.
NO FURTHER 0.6 REDUCTION FACTORS ARE ALLOWED.
ROOF LEVEL 25 psf
DEAD LOADS (INCLUDES STRUCTURE)2.
7. ALL BUILDING ELEMENTS EXPOSED TO THE WIND SHALL BE DESIGNED FOR
COMPONENT & CLADDING PRESSURES UNLESS 'EFFECTIVE AREA' > 600 sf, IN
ADDITION TO 'MAIN WIND FORCE RESISTING SYSTEM' (MWFRS) PRESSURES AND
SIMULTANEOUS 'MWFRS' GENERATED LOADS AS REQ'D.
1. RISK CATEGORY 'IV'
2. SEISMIC IMPORTANCE FACTOR: IE = 1.5
3. SS = 0.096 g, S1 = 0.048 g
4. SITE CLASS 'D'
5. SDS = 0.103 g, SD1 = 0.077 g
6. SEISMIC DESIGN CATEGORY: 'C'
7. BASIC SEISMIC FORCE-RESISTING STEEL SYSTEM: NOT SPECIFICALLY
DESIGNED FOR SEISMIC RESISTANCE
8. SEISMIC RESPONSE COEFFICIENT: CS = 0.06
9. RESPONSE MODIFICATION FACTOR: R = 3
10. SEISMIC BASE SHEAR: 6.3 kips (LRFD) BASE OF CAB COLUMNS
6.
EARTHQUAKE DESIGN DATA
- UFC 4-023-03 'DESIGN OF BUILDINGS TO RESIST PROGRESSIVE COLLAPSE' WITH
STRUCTURAL STEEL:
STEEL WORK SHALL CONFORM TO ANSI/AISC 360-16 'SPECIFICATION FOR STRUCTURAL
STEEL BUILDINGS', ANSI/AISC 341-16 'SEISMIC PROVISIONS FOR STRUCTURAL STEEL
BUILDINGS', AND ANSI/AISC 303-16 'CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS
AND BRIDGES.'
- DESIGN OF CAB STRUCTURE BASED ON 'LOAD RESISTANCE FACTOR DESIGN' ('LRFD')
MATERIAL SHALL CONFORM TO THE FOLLOWING, U.O.N.:
WIDE FLANGE (W-SECTION) SHAPES: ASTM A992, GRADE 50, Fy = 50 ksi
HOLLOW STRUCTURAL SECTIONS: ASTM A500, GRADE C, Fy = 50 ksi
ANGELS, CHANNELS, PLATES: ASTM A36, Fy = 36 ksi
PIPE: ASTM A53, GRADE B, Fy = 35 ksi
HIGH STRENGTH BOLTS: ASTM A325, MIN 3/4" DIA
HARDENED STEEL WASHERS: ASTM F436
STEEL NUTS: ASTM A563
ANCHOR RODS: ASTM F1554, GRADE 55
REVIEW OF SHOP DRAWINGS DOES NOT INDICATE ACCEPTANCE OF DEVIATIONS FROM
THE CONTRACT DRAWINGS, EXCEPT WHEN SPECIFICALLY APPROVED BY THE ENGINEER
PRIOR TO SUBMISSION OF SHOP DRAWINGS. CONFLICTS ARISING FROM THIS WORK AND
THE WORK OF OTHER TRADES DUE TO SUCH DEVIATIONS, AND DIMENSIONAL CONFLICTS
AS A RESULT OF SUCH DEVIATIONS, SHALL BE DEEMED THE FABRICATORS
RESPONSIBILITY.
WELDED CONNECTIONS:
- ALL SHOP AND FIELD WELDING SHALL CONFORM TO AWS STRUCTURAL WELDING CODE
AWS D1.1 : 2015
- ELECTRODES FOR A36 & A992 STEEL SHALL BE E70XX. ELECTRODES FOR OTHER
MATERIALS ARE INDICATED ON TABLE 3.1, AWS 2000, 'BASE AND FILLER METAL
COMBINATIONS FOR MATCHING STRENGTH'
- MINIMUM SIZE FILLET WELDS, 3/16" EFFECTIVE THROAT.
THE FABRICATOR SHALL BE RESPONSIBLE FOR THE SELECTION, DESIGN AND DETAILING
OF ALL CONNECTIONS NOT FULLY DETAILED ON THE CONTRACT DRAWING. WHERE BEAM
REACTIONS ARE NOT SHOWN ON THE DRAWINGS, CONNECTIONS SHALL BE DETAILED FOR
THE MAXIMUM UNIFORM LOAD WHICH THE BEAM WILL SUPPORT (AS A SIMPLE BEAM) FOR
THE SPAN SHOWN ON THE DRAWINGS, OR A VERTICAL SHEAR OF 15 kips MIN. A MINIMUM
OF TWO (2) -3/4" DIAMETER A325 BOLTS SHALL BE USED FOR ALL ALL CONNECTORS
TYPICAL U.O.N. CONNECTION DESIGN SHALL BE IN ACCORDANCE WITH APPROVED AND
ESTABLISHED PRACTICE PER AISC'S STANDARD CONNECTION.
ALL BOLTS IN SLIP CRITICAL CONNECTIONS SHALL BE INSTALLED USING DIRECT TENSION
INDICATORS (DTI'S) MADE TO ASTM F959 LATEST REVISION. DTI'S SHALL BE INSTALLED AND
INSPECTED ON THE BOLTS PER THE MANUFACTURER'S INSTRUCTIONS AND
RECOMMENDATIONS, AND TO THE PROVISIONS CONTAINED IN THE RESEARCH COUNCIL
ON STRUCTURAL CONNECTIONS "SPECIFICATION FOR STRUCTURAL JOINTS USING A325
AND A490 BOLTS".
MODIFICATIONS TO DETAILS OF CONNECTIONS AND SPLICES ARE NOT PERMITTED
WITHOUT WRITTEN AUTHORIZATION FROM THE STRUCTURAL ENGINEER. REFER TO
SPECIFICATION SECTION ON "STRUCTURAL STEEL" FOR FURTHER REQUIREMENTS
PERTAINING TO THE DESIGN OF CONNECTIONS.
SPLICING, NOTCHING, CUTTING OR OTHER ALTERATIONS TO STRUCTURAL STEEL NOT
SPECIFICALLY DETAILED ON THE STRUCTURAL DRAWINGS IS NOT PERMITTED WITHOUT
WRITTEN AUTHORIZATION FROM THE ARCHITECT/ENGINEER.
PROVIDE HOLES FOR THE SECURING OF WORK OF OTHER TRADES TO THE STRUCTURAL
STEEL AS SHOWN ON THE FINAL APPROVED SHOP DRAWINGS. CUT, DRILL OR PUNCH
HOLES PERPENDICULAR TO METAL SURFACES. DO NOT FLAME CUT OR ENLARGE HOLES
BY BURNING. DRILL HOLES IN BASE/BEARING PLATES.
FABRICATE BEAMS WITH RESIDUAL CAMBER UP.
ALL STRUCTURAL STEEL SHALL BE PREPARED AND PAINTED IN ACCORDANCE WITH STEEL
STRUCTURES PAINTING COUNCIL'S (SSPC) RECOMMENDATIONS. ALL STRUCTURAL STEEL
SHALL BE SHOP PRIMED IN RED OXIDE. UNLESS OTHERWISE NOTED ALL CONTACT AREAS
OF FRICTION TYPE CONNECTIONS SHALL BE MASKED OFF PRIOR TO PAINTING.
IMMEDIATELY AFTER ERECTION CLEAN ALL FIELD WELDS, ABRADED AREAS OF SHOP PAINT
AND BOLTED CONNECTIONS. APPLY TOUCH UP PAINT PAINT TO EXPOSED AREAS WITH
THE SAME MATERIALS AND MINIMUM THICKNESS USED FOR SHOP PAINTING. FOR METALS
TO BE PAINTED SEE PAINT SCHEDULE ON SHEET A-7 FOR PRIME COAT.
SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL MISCELLANEOUS STRUCTURAL STEEL
NOT SHOWN ON STRUCTURAL DRAWINGS.
ALL EXPOSED TUBE STEEL SHALL BE SEALED AT ENDS BY 3/16" MINIMUM THICK END
PLATES AND 3/16" CONTINUOUS FILLET/GROOVE WELDS MINIMUM SO THAT ALL TUBES ARE
COMPLETELY SEALED AGAINST MOISTURE INTRUSION. REFER TO DRAWINGS FOR
LOCATIONS WITH MORE STRINGENT REQT'S. GRIND WELDS SMOOTH AS REQ'D FOR
CONNECTIONS TYPICAL.
CONTRACTOR IS RESPONSIBLE FOR ERECTION OF ALL STEEL. ERECTION DRAWINGS
SHALL BE SUBMITTED FOR REVIEW & APPROVAL SHOWING ALL PREFABRICATED PIECES
AND PLANNED ERECTION SEQUENCE.
METAL DECK SHALL CONFORM TO STEEL DECK INSTITUTE (SDI) SDI-C-2017 'SPECIFICATION
FOR COMPOSITE STEEL FLOOR DECK', AND SDI-RC-2017 'SPECIFICATION FOR STEEL ROOF
DECK'. SUBMIT SHOP DRAWINGS OR APPROVAL BY ENGINEER, SHOWING FULL
COMPLIANCE WITH DIAPHRAGM AND NET UPLIFT LOAD REQUIREMENTS AS INDICATED ON
THE DRAWINGS.
METAL DECK SHALL BE AS FOLLOWS:
A) ROOF DECK; TYPE 'B'; 1.5B18, 18 GAGE, G90 GALVANIZED, (Fy = 33 ksi),t = 0..0474", Ip =
0.289 in^4, In = 0.295 in^4, Sp = 0.318 in^3, Sn = 0.327 in^3.
B) FLOOR DECK; TYPE 'C'; 0.6C, 26 GAGE, G90 GALVANIZED, (Fy = 33 ksi),t = 0.0179", Ip = 0.015 in^4, In = 0.015 in^4, Sp = 0.057 in^3, Sn = 0.057 in^3.
METAL DECK SHALL BE FASTENED TO ALL SUPPORTS AS FOLLOWS:
A) ROOF DECK; 5/8" PUDDLE WELDS IN A 36/4 PATTERN, WITH 3 #10 SIDE LAP FASTENERS
PER SPAN. AT ALL SUPPORTS, WELD SPACING SHALL NOT EXCEED 6", BOTH PARALLEL
AND PERPENDICULAR TO FLUTES. MINIMUM DIAPHRAGM LOAD = 287 plf (LRFD)
SIMULTANEOUS WITH UPLIFT LOADS OF 183 PSF (LRFD).
B) FLOOR DECK; #10 SCREWS IN A 30 / 4 PATTERN AND NO MORE THAN 12" O.C. AT ALL
EDCK EDGES, WITH 1-#10 AT ALL SIDELAPS.
DECKING SHALL BE CONTINUOUS OVER 3 SPANS MINIMUM WHERE SUPPORTING
STRUCTURE PERMITS. ROOF DECK TO SPAN NO LESS THAN TWO SPANS PER PANEL.
DECKING SHALL BE ERECTED IN STRICT ACCORDANCE WITH MANUFACTURERS
SPECIFICATIONS AND STEEL DECK INSTITUTE SPECIFICATIONS. COMPOSITE DECK SHALL
BE BUTT LAPPED AT SUPPORTS. ALL WELDING OF DECK SHALL BE IN ACCORDANCE WITH
AWS D1.3 STRUCTURAL WELDING CODE - SHEET STEEL.
METAL DECK:
FINISHED FLOOR
UNLESS OTHERWISE NOTED
SAW CUT JOINT
CONSTRUCTION JOINT
EXPANSION JOINT
DOWEL BAR ANCHOR
PRE-CAST CONCRETE INSTITUTE
WELDED WIRE REINFORCEMENT
TOP & BOTTOM
REINFORCED WITHR/W
U.O.N.
W/
TYP
TRANS
WWR
SJ
T & B
S.W.
SCH
SPECS
TYPICAL
TRANSVERSE
WITH
SCHEDULE
SHORT WAY
SPECIFICATIONS
F/F
L.W.
P/C
O.C.
PCI
P/S
L.P.
H.P.
FND
FTG
FS
LONG WAY
PRE-CAST
ON CENTER
PRE-STRESSED
LOW POINT
HIGH POINT
FOUNDATION
FOOTING
FAR SIDE
EF
EXP
EJ
EL
EW
DWG
EA
CJ
CONT
DBA
EACH FACE
EXPANSION
ELEVATION
EACH WAY
DRAWING
CONTINUOUS
EACH
STRUCTURAL ABBREVIATION LIST:
CLEAR/CLEARANCE
CENTER TO CENTER
AMERICAN CONCRETE INSTITUTE
AMERICAN INSTITUTE OF STEEL CONSTRUCTION
ACI
C/C
CL
CONC
CONN
COL
C
L
BLDG
BM
BLK
AISC
CENTER LINE
CONCRETE
CONNECTION
COLUMN
BUILDING
BLOCK
BEAM
NEAR SIDENS
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
1.
2.
3.
4.
5.
- UNITED FACILITIES CRITERIA (UFC) 4-133-01 WITH CHANGE 2 (2019) AIR TRAFFIC CONTROL AND
AIR OPERATIONS FACILITIES
- STRUCTURAL STEEL DESIGN PER ANSI/AISC 360-16 'SPECIFICATION FOR STRUCTURAL STEEL
BUILDINGS', ANSI/AISC 341-16 'SEISMIC PROVISIONS FOR STRUCTURAL STEEL BUILDINGS', AND
ANSI/AISC 303-16 'CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES.'
COLD FORMED METAL FRAMING - ELEVATED SLAB:
COLD FORMED FRAMING SHALL CONFORM TO:
- AISI S240-15 'NORTH AMERICAN STANDARD FOR COLD FORMED STEEL STRUCTURAL FRAMING'
- AISI S213 'NORTH AMERICAN STANDARD FOR COLD FORMED STEEL FRAMING'
- AISI S100-16 'NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD FORMED
STRUCTURAL STEEL MEMBERS'
- AISI S220-15 'NORTH AMERICAN STANDARD FOR COLD FORMED STEEL FRAMING - NON
STRUCTURAL MEMBERS'
- LATERAL DESIGN 2007 EDITION WITH SUPPLEMENT NO. 1
CONSTRUCT SYSTEM, INCLUDING CONNECTIONS, TO ACCOMMODATE CONSTRUCTION
TOLERANCES, DEFLECTION OF BUILDING STRUCTURAL MEMBERS AND CLEARANCES OF
INTENDED OPENINGS AND TOLERANCES AS REQ'D FOR ASSEMBLY. VERIFY THAT SUBSTRATE
SURFACES AND BUILDING FRAMING COMPONENTS ARE READY TO RECEIVE WORK PRIOR TO
START OF WORK.
JOISTS, STUDS, HEADERS, TRACKS AND CONNECTORS: ASTM A653 AND ASTM C955, G60 (ASTM
C 955) GALVANIZED, FORMED TO PROFILES, SHAPES, GAUGE AND NOMINAL SIZES AS
INDICATED. ALL MEMBERS SHALL BE INSTALLED PER ASTM C1007. ALL MEMBER SIZE
DESIGNATIONS ARE IN ACCORDANCE WITH SSMA STANDARDS.
MIN YIELD STRENGTH ARE AS FOLLOWS:
- MEMBERS AND SHAPES; 18 GA AND LIGHTER; 33 ksi.
- MEMBERS AND SHAPES; 16 GA AND HEAVIER; 50 ksi.
MAXIMUM VARIATION FROM TRUE POSITION: 1/4 INCH.
MAXIMUM VARIATION OF ANY MEMBER FROM PLANE: 1/4 INCH.
ATTACHMENTS/CONNECTIONS:
ALL MEMBERS AND ELEMENTS SHALL BE CONNECTED AS FOLLOWS: (ALL SCREWS ARE
#12-14, 2 POINT, TYPICAL, U.O.N.
- CR TRACK TO CONCRETE; POWDER ACTUATED, (0.145" DIA) @ 16" O.C., WITH 1 1/4" EMBED.
- VERTICAL STUDS TO TRACK; 2 SCREWS
- CR BRIDGING TO STUDS; L2x2x5x16 GA W/ 2-SCREWS
- STRAPS TO CR BRIDGING; 4-SCREWS
- STRAPS TO STUDS; 1-SCREW
SUBMIT SHOP DRAWINGS INDICATING COMPONENT DETAILS, FRAMED OPENINGS, ANCHORAGE,
TYPE AND LOCATION OF FASTENERS AND ACCESSORIES, ITEMS REQUIRED FOR OTHER
RELATED WORK OF OTHER TRADES. DRAWINGS SHALL BE FULLY COORDINATED WITH
ARCHITECTURAL AND THE WORK OF ALL OTHER TRADES AND INDICATE MEMBER LAYOUT,
INCLUDING FRAMING CONNECTIONS, OPENING FRAMING AND PROVISIONS FOR THE WORK OF
OTHER TRADES. PROVIDE PRODUCT DATA ON STANDARD FRAMING MEMBERS WITH MATERIALS
AND FINISH DESCRIPTION.
PROVIDE: RUNNERS, STUDS, JOISTS, BLOCKING, LINTELS, CLIP ANGLES, BRACING,
REINFORCEMENTS, STRAPS, FASTENERS AND ACCESORIES AS REQUIRED BY CALCULATIONS
AND/OR AS SHOWN ON DRAWINGS, AND AS A MINIMUM AS RECOMMENDED BY MANUFACTURER
FOR APPLICATIONS AND LOADS INDICATED, AND AS NEEDED TO PROVIDE A COMPLETE STEEL
FRAMING SYSTEM TO SUPPORT FINISHES.
TOUCH-UP FIELD WELDS AND DAMAGED SURFACES WITH COLD GALVANIZING PAINT.
ANY AND ALL SUBSTITUTIONS OF THINNER/SMALLER MEMBERS OR CONNECTIONS WILL
REQUIRE FULLY SIGNED AND SEALED DRAWINGS AND CALCULATIONS BY A STRUCTURAL
ENGINEER REGISTERED IN THE STATE THAT THE PROJECT IS LOCATED SHOWING THAT ALL
ELEMENTS OF SYSTEM COMPLY WITH ALL REQUIREMENTS.
1.
2.
3.
4.
5.
6.
7.
8.
9.
CAB FLOOR 150 psf
- UFC 3-301-01 'STRUCTURAL ENGINEERING' WITH CHANGE 4 (2019)
1.
CHANGE 3 (2016)
QS001
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
M
ID
-A
TL
A N
TI
C
D E
P A
R T
M E
F
T
H
A V
Y
A
B
C
D
2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V A
L
F
A C
I L I T
I E
S
E
N G
I N
E E
R I N
G
C
O M
M A
N D
DES DRW
S Y
M D
E S
C R
I P
T I O
N D
A T
E A
P P
R
DRAWFORM REVISION: 31 JANUARY 2017
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
FY
P -2
A
TC
T
O W
E R
A N
D A
IR
O
P E
R A
TI
O
N S
1317 EXECUTIVE BLVD.
SUITE 300
CHESAPEAKE, VA 23320
I
S U
E D
F O
R B
ID
/1 8/
SAT-TO FORM SIGNED BY
DON ELLIOT 12/19/19
JAS
peted Text Box Sealed for all QS Drawings
SCALE: NONE
A1
COMPONENT AND CLADDING WIND ZONE DIAGRAMS
COMPONENT AND CLADDING ZONES WIND PRESSURES (PSF)
- TOTAL FORCE ON PARAPET COMPONENTS AND CLADDING
(FRONT & REAR VERTICAL PARAPET SURFACES COMBINED)
- FOR PRESSURES ON THE EXTERIOR PARAPET SURFACES
(ONLY) USE THE CORRESPONDING 'COMPONENT AND
CLADDING' WALL PRESSURES NOTED IN THE ABOVE TABLE.
- FOR INDIVIDUAL INTERIOR AND EXTERIOR PARAPET WALL
PRESSURES, SEE 'FIGURE 30.7-1' IN 'ASCE 7-16', AND USE
THE RESPECTIVE ROOF AND WALL PRESSURES AS NOTED
ABOVE.
WIND LOAD PARAMETER SUMMARY
- CODE: ASCE 7-16
- RISK CATEGORY; 'IV'
V_ult = 153 mph; qz_ult = 74.0 psf
V_nom = 119 mph; qz_asd = 44.4 psf
- EXPOSURE CATEGORY 'C'
- TYPE 'ENCLOSED',
GCpi = ±0.18
- MEAN ROOF HT = 195' (APPROX)
WIND LOAD PARAMETER SUMMARY
- ALL PRESSURES ARE 'NOMINAL'/'ASD' AND ALREADY INCLUDE AN 'ASD' LOAD FACTOR OF 0.6
WIND LOAD PRESSURE SCHEDULE - COMPONENTS & CLADDING (ASD, psf)
AREA 1 2 3 4 5
P+ve P-ve
0.0 -69.8 0.0 -109.6 0.0 -149.3 47.7 -47.7 47.7 -80.7
WIND LOAD PRESSURE SCHEDULE
COMPONENTS & CLADDING (ASD)
SPECIAL AREA ZONES (psf)
AREA (sf
P+ve P-ve
PARAPET
CORNER
154.1 192.9 -154.1 -233.3
ZONE 1
ZONE 3
ZONE 2
ZONE 5
ZONE 4
ZONE 5P
ZONE 4P
3'-0" FROM EACH
CORNER EDGE ZONE
ROOF PRESSURE PLAN CAB WALL ELEVATION
(sf) P+ve P-ve P+ve P-ve P+ve P-ve P+ve P-ve
0.0 -65.9 0.0 -104.1 0.0 -142.3 47.7 -47.7 47.7 -87.5
0.0 -60.7 0.0 -96.8 0.0 -133.0 43.9 -45.2 43.9 -77.4
0.0 -56.8 0.0 -91.4 0.0 -125.9 41.1 -43.3 41.1 -69.8
0.0 -52.9 0.0 -85.9 0.0 -118.9 38.2 -41.4 38.2 -62.2
0.0 -47.7 0.0 -78.6 0.0 -109.6 34.5 -38.9 34.5 -52.1
159.7 200.1 -159.7 -238.3
143.0 179.6 -144.2 -213.5
EDGE
P+ve P-ve
T
Y
P
Y
P
P A
R A
P E
T
C A
B
S
T R
U C
T U
R E
1.
INSULATED METAL PANEL:
INSULATED METAL PANELS SHALL BE SIZED AS FOLLOWS:
A) LOWER PANELS (ENCLOSED CAB) : 3" - 22/26 GA x 24" WIDE WITH VERTICAL JOINTS.
USE A MAXIMUM OF 30" WIDE PANELS.
B) UPPER PANELS (PARAPET): 2" - 22/26 GA, 'CUT' WITH VERTICAL JOINTS. USE A
MAXIMUM OF 30" WIDE PANELS.
INSULATED METAL PANELS SHALL MEET ALLOWABLE SPAN TABLES USING
'ASD' PRESSURES NOTED IN 'COMPONENT AND CLADDING' PRESSURES (TRIB AREA = 10
sf). NOTE THAT ALL PANELS THAT ARE CUT PARALLEL TO THEIR LENGTH.
INSULATED METAL PANELS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH WRITTEN
AND PUBLISHED RECOMMENDATIONS AND DETAILS.
INSULATED METAL PANELS SHALL MEET ALLOWABLE SPAN TABLES USING
'ASD' PRESSURES NOTED IN 'COMPONENT AND CLADDING' PRESSURES (TRIB AREA = 10
sf). NOTE THAT ALL PANELS THAT ARE CUT PARALLEL TO THEIR LENGTH SHALL BE
DESIGNED USING TABLE FOR PANELS WITH A MINIMUM OF TWICE THE WIDTH OF THE CUT
PANELS.
ANY PRODUCT SUBSTITUTIONS TO THE ABOVE WALL PANEL SYSTEM AS SHOWN SHALL
BE ACCOMPANIED BY SIGNED AND SEALED DRAWINGS AND CALCULATIONS BY A
REGISTERED PROFESSIONBAL ENGINEER AND SUBMITTED FOR REVIEW AND APPROVAL
PRIOR TO ORDERING ANY MATERIALS, OR FABRICATION OF ANY PANEL SUPPORT
FRAMING.
SUPPORTS FOR PANELS SHALL BE PROVIDED AS REQUIRED AT ALL PANEL EDGES, END
AND INTERMEDIATE SUPPORTS AS REQUIRED. ALL SUPPORTS SHALL BE DESIGNED FOR
WIND PRESSURES NOTED BASED ON 10 sf TRIBUTARY AREA AND A MAXIMUM DEFLECTION
OF (SPAN/180). ALL SUPPORTS SHALL BE A MINIMUM OF 3/16" THICK. PROVIDE
ADDITIONAL SUPPORTS IF/AS REQUIRED BEYOND THOSE SHOWN ON THE DRAWINGS
IF/AS REQUIRED, ACCOUNT FOR FIELD CONDITIONS ETC.
PROVIDE SHIMS OR SIMILAR MEASURES AS REQUIRED FOR FIELD ADJUSTABILITY AT
PANEL SUPPORT LOCATIONS.
ANY ADDITIONAL PANELS SUPPORTS AND FASTENERS THAT ARE REQUIRED ABOVE
WHAT ARE SHOWN ON THE DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR AT NO
ADDITIONAL COST TO OWNER.
ALL PANEL CLIP FASTENERS SHALL BE A MINIMUM OF ¼" DIAMETER 304 STAINLESS STEEL
AND A MIN PULLOUT CAPACITY OF 2660#. PROVIDE FACTORS OF SAFETY OF 1.875 FOR
CLIPS AND 2.5 FOR FASTENERS.
4.
3.
6.
5.
2.
QS002
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
M
ID
-A
TL
A N
TI
C
D E
P A
R T
M E
T
V
Y
A
B
C
D
2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V A
L
F
A C
I L I T
I E
S
E
N G
I N
E E
R I N
G
C
O M
M A
N D
DES DRW
S Y
M D
E S
C R
I P
T I O
N D
A T
E A
P P
R
DRAWFORM REVISION: 31 JANUARY 2017
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
FY
P -2
A
TC
T
O W
E R
A N
D A
IR
O
P E
R A
TI
O
N S
1317 EXECUTIVE BLVD.
SUITE 300
CHESAPEAKE, VA 23320
1317 EXECUTIVE BLVD.
SUITE 300
S U
E D
F O
R
8/
JAS
SEAL
SAT-TO FORM SIGNED BY
K
K
K
6'-4"10'-2 7/8"
K
K
K
K
K
6'-4"
K
K
33'-1 3/4"
10'-2 7/8"
NOTE;
A) ALL DIMENSIONS SHOWN ARE TO
CENTERLINE / CENTERLINE 'WORK
POINT' (W.P.) OF HSS COLUMNS
TYPICAL.
B) 'HSS' BEAMS AND 'L' BRACES ABOVE
FRAME ARE OFFSET AND FRAME INTO
CENTER OF HSS COLUMN FACES TYP
U.O.N.
HSS 8x4x1/2 COLUMN TYP
W/ EMBEDED BASE PL TYP
LEVEL 11 =
TOP CONC SLAB =
TOP BASE PL =
EL. EL: 171'-6"
SYMM ABT CL
CAB TYP U.O.N.
SYMM ABT CL
CAB TYP
U.O.N.
HSS 8x4
COLUMN TYP
M3
M8
M2
M1
M4
M5
M6
M9 M7
M10
ACCESS HOLE
LOCATIONS
TYP
M2
M3
M4
M5
M6
M7
M8
M9
M10
M1
A
C
C
E
S
S
D
O
O
R
APPROX LINE OF TOWER
BELOW (REF)
B
SCALE: 3/8" = 1'-0"
A2
CAB COLUMN BASE PLATE PLAN
N
(PARAPET AND ABOVE FINISHED FLOOR LOCATIONS SEE
DETAILS ON QS-501)
N
SCALE: NONE
A4
CABLE ACCESS HOLE LOCATION PLAN
0 2' 4' 6'
LINE OF CONT
CONC CURB (REF)
VERT 'L' CHEVRON
BRACING TYP U.O.N.
A1
QS501
APPROX LINE OF
CATWALK SLAB
EDGE (REF)
8'6'4'2'2' 1' 0'
GRAPHIC SCALE 3/8" = 1'-0"
C.L.
COL
C.L.
COL
C.L.
COL
C.L.
COL
C.L.
COL
C L
C O
L
C L
C O
L
C L
C O
L
C L
C O
L
C L
C O
L
C L
C O
L
A1
QS503
A2
QS503
QS101
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
M
ID
-A
TL
A N
TI
C
D E
P A
R T
M E
T
V
Y
A
B
C
D
2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V A
L
F
A C
I L I T
I E
S
E
N G
I N
E E
R I N
G
C
O M
M A
N D
DES DRW
S Y
M D
E S
C R
I P
T I O
N D
A T
E A
P P
R
DRAWFORM REVISION: 31 JANUARY 2017
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
FY
P -2
A
TC
T
O W
E R
A N
D A
IR
O
P E
R A
TI
O
N S
1317 EXECUTIVE BLVD.
SUITE 300
CHESAPEAKE, VA 23320
/1
8/
SAT-TO FORM SIGNED BY
W x
W x
W x
W x
W x
W x
3'-7"
7'-1 1/2"
EDGE DECK;
0'-9" TYP
W x
NOTE;
A) ALL DIMENSIONS SHOWN ARE TO
CENTERLINE/CENTERLINE 'WORK POINT' (W.P.)
OF HSS COLUMNS TYPICAL U.O.N..
B) 'W' BEAMS FRAME INTO CENTER OF HSS
COLUMN FACES TYP U.O.N.
C) 'HSS' BEAMS AND 'L' BRACES FRAME INTO
CENTER OF HSS COLUMN FACES TYP U.O.N.
TOP STEEL BM =
BOTTOM DECK =
EL. 187'-1"
W12 TO HSS
MOM CONN
TYP
SYMM
ABT CL
CAB TYP
U.O.N.
SYMM ABT CL CAB
TYP U.O.N.
M3
M2 M4
M5
M6
M1
M10
M9
M8
M7
ROOF ACCESS
LADDER OPENING
UPLIFT BRIDGING
2x2x
TYP
CONT BENT PLATE
L4x4x1/4
HSS 8x4 COLUMN TYP
C8x11.5
MONITOR
SUPPORT
SYSTEM;
SEE 'A5/QS501'
T
Y
P
L
D
E
S
37'-5 3/4"
C8x11.5
0 2' 4' 6'
N
SCALE: 3/8" = 1'-0"
A2
CAB ROOF FRAMING PLAN
W x
W x
W x
W x
W x
W x
0'-0 5/8"
W x
W x
W x
C.L.COL
FACE COL
C.L.COL C.L.COL
C.L.COL
C.L.COL C.L.COL
C.L.COL
C.L.COL
C.L.COL
C.L.COL
C.L.COL
C.L.COL
0'-9" 2'-6"±
3'-4"
WEATHERHEAD TYP.
SEE SECTION 'B5/S501'
L3x3x
TOP &
BOT TYP
L3x3x
VERT
HANGER
L3x3x
HORIZ W/
L2x2x
VERT
BRACES TYP
HSS 7x3x
BELOW TYP
WEATHERHEAD
SUPPORT
SYSTEM;
SEE 'B5/QS501'
8'6'4'2'2' 1' 0'
GRAPHIC SCALE 3/8" = 1'-0"
W x
W x
W x
3'-10 3/8"3'-9 1/2" 3'-10 3/8" 3'-9 1/2"
3'-7"
7'-1 1/2"
Q
B1
QS503QS503QS503QS503
B2D1 D2
QS102
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
M
ID
-A
TL
A N
TI
C
D E
P A
R T
M E
T
V
Y
A
B
C
D
2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V A
L
F
A C
I L I T
I E
S
E
N G
I N
E E
R I N
G
C
O M
M A
N D
DES DRW
S Y
M D
E S
C R
I P
T I O
N D
A T
E A
P P
R
DRAWFORM REVISION: 31 JANUARY 2017
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
FY
P -2
A
TC
T
O W
E R
A N
D A
IR
O
P E
R A
TI
O
N S
1317 EXECUTIVE BLVD.
SUITE 300
CHESAPEAKE, VA 23320
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
M
ID
-A
TL
A N
TI
C
D E
P A
R T
M E
T
V
Y
A
B
C
D
2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V A
L
F
A C
I L I T
I E
S
E
N G
I N
E E
R I N
G
C
O M
M A
N D
DES DRW
S Y
M D
E S
C R
I P
T I O
N D
A T
E A
P P
R
DRAWFORM REVISION: 31 JANUARY 2017
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
1317 EXECUTIVE BLVD.
SUITE 300
CHESAPEAKE, VA 23320
/1
8/
SAT-TO FORM SIGNED BY
TYPICAL ELEVATED CONCRETE FLOOR;
1) COORDINATE ALL EDGE OF SLAB DIMENSIONS, LOCATIONS AND ALL RELATED
DETAILS WITH ARCH'L DRAWINGS AND DETAILS AS REQ'D.
2) COORDINATE STEM STUD WALL LOCATIONS WITH CONCRETE FLOOR MAIN
STRUCTURE PLAN BELOW AS REQ'D (REF).
3) TYP FLOOR CONSTRUCTION; 3
" CONC SLAB (TOTAL) R/W 6x6 W2.1x2.1 WWF (IN
'FLATS') ON 26 GAGE
" METAL DECK ON COLD FORMED METAL FRAMING.
4) TYPICAL LIGHT GAGE FLOOR FRAMING SYSTEM:
- FLOOR FRAMING STUDS; 600SJ200-58 (50) @ 16" O.C. MAX TYP
- PERIM STEM STUD; WALL; 400SJ163-43 (50) VERT STUDS @ 16" O.C. MAX & CONT
400CR125-43 (50) TRACK TOP & BOT. ALIGN VERT STUDS W/ JOISTS ABOVE TYP
U.O.N..
- PERIM RIM JOIST / HEADER; CONT 600SJ200-58 (50)
M3
M4
M5
M6
M7
M8
M9
M10
M1
M2
0'-4"
PERIM STEM
WALL TYP
ELEVATED CONC SLAB
STRUCTURE:
SEE NOTES FOR
CONSTRUCTION DETAILS
RAISED
FLOORING
SYSTEM TYP
SCALE: 3/8" = 1'-0"
A2
ELEVATED SLAB FLOOR FRAMING PLAN
N
0 2' 4' 6'
8'6'4'2'2' 1' 0'
GRAPHIC SCALE 3/8" = 1'-0"
A3
QS501
QS103
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
M
ID
-A
TL
A N
TI
C
D E
P A
R T
M E
T
V
Y
A
B
C
D
2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V A
L
F
A C
I L I T
I E
S
E
N G
I N
E E
R I N
G
C
O M
M A
N D
DES DRW
S Y
M D
E S
C R
I P
T I O
N D
A T
E A
P P
R
DRAWFORM REVISION: 31 JANUARY 2017
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
FY
P -2
A
TC
T
O W
E R
A N
D A
IR
O
P E
R A
TI
O
N S
1317 EXECUTIVE BLVD.
SUITE 300
CHESAPEAKE, VA 23320
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
M
ID
-A
TL
A N
TI
C
/1
8/
SAT-TO FORM SIGNED BY
SCALE: 3/8" = 1'
B4
TYP. COLUMN SECTION
2'-3 3/8"
ROOF BEAM
WEB SLOT
CABLE ACCESS
HOLE
HS8x4 COLUMN
CABLE ACCESS
HOLE
COLUMN BASE
PLATE
MX
17'-5
"; CL/CL
C.L.
COL
5'-0"
L3x3x
FS
TYP HSS7x3x
TYP
0 2' 4' 6'
LEVEL 12
EL: 171'-6"
M3M4 M9M2 M1 M10
L x
W12 W12 W12W12W12
HSS 7x3x1/4 TYP
L x
L x x
L x x
L x x
L x x
CATWALK
T/S TUBE
EL: 192'-4"
T/S PARAPET
EL: 187'-3"
BOTTOM DECK
LVL 13 ROOF
T/ SLAB LVL 11
HSS 7x3
HSS 7x3
HSS 7x3
HSS 7x3
HSS 7x3
HSS 7x3
HSS7x3
HSS 7x3x3/8
HSS 7x3x1/4 TYP
HSS 7x3x3/8 TYP
HSS 7x3
HSS 7x3
H
S
S x
HSS 7x3
H
S
S x
HSS 7x3
H
S
S x
HSS 7x3
HSS 7x3
H
S
S x
HSS 7x3
H S
S x
H S
S x
HSS 7x3x3/8 TYP
RAF FLOOR
SCALE: 3/8" = 1'
B2
CAB STRUCTURAL FRAME ELEVATION
C L C
O L
S Y
M
C
C A
B
T
U
O
N
C L C
O L
C L C
O L
C L C
O L
C L C
O L
C L C
O L
L x
L
RAF FLOOR
C U
R B
L x x
L x x
HSS 7x3
C x
C x
L x x
L x x
SCALE: 3/8" = 1'
A2
FRAME ELEVATION AT ACCESS DOOR
0 2' 4' 6'
(REF)
C U
R B
R
E F
T/ SLAB LVL 11
EL: 171'-6"
L4x4 BRACE
HSS 8x4
INSULATED METAL
WALL PANELS OMITTED
FOR CLARITY TYP
L x x
INSULTED METAL
PANEL SIDING
(IMP) TYP
I.M.P.
TYP
IMP CLIP 'L' CONN
TO CURB TYP
IMP CLIP 'L' CONN
SUPPORT TO STEEL
FRAMING TYP
IMP CLIP 'L'
SUPPORT TYP
TYP CIP BASE CLIP
CONNECTOR SUPPORT;
L4x3x x 0'-8" W/ 2-
"Ø EXP
BOLTS W/ 4" MIN EMBED @ 5"
O.C. TYP
TYP CIP CLIP
CONNECTOR SUPPORT;
L3x3x x 0'-6" TYP
HSS 7x3
IMP JOINT TYP
PROVIDE CONT VERT L2x2x
EA SIDE HSS 8x4 COLS FOR
SUPPORTING IMP AT CUT /
MITERED JOINTS TYP
8'6'4'2'2' 1' 0'
GRAPHIC SCALE 3/8" = 1'-0"
T
Y
P
OPEN
B1
QS502
A1
QS502
B1
QS501
C3
QS501
C4
QS501
A1
QS501
A4
QS502
QS201
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
M
ID
-A
TL
A N
TI
C
D E
P A
R T
M E
T
V
Y
A
B
C
D
2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V A
L
F
A C
I L I T
I E
S
E
N G
I N
E E
R I N
G
C
O M
M A
N D
DES DRW
S Y
M D
E S
C R
I P
T I O
N D
A T
E A
P P
R
DRAWFORM REVISION: 31 JANUARY 2017
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
FY
P -2
A
TC
T
O W
E R
A N
D A
IR
O
P E
R A
TI
O
N S
1317 EXECUTIVE BLVD.
SUITE 300
CHESAPEAKE, VA 23320
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
M
ID
-A
TL
A N
TI
C
/1
8/
SAT-TO FORM SIGNED BY
SCALE: 1" = 1'
A1
CAB STRUCTURAL SECTION
EMBED PLATE (REF)
HSS 7x3
L4x4 VERT
BRACE
HSS 8x4 COL
BEYOND
CONT WINDOW
SUPPORT BENT
PLATE
L
C
SCALE: 1" = 1'
B1
CAB STRUCTURAL SECTION
HSS 7x3
HSS 8x4 COL BEYOND
8 " CONT WINDOW
SUPPORT BENT PL TYP
2" CAP PL
3-12
3-123/16
TYP
3/16
2" METAL DECK
HSS 7x3
L2x2 STRUTS BEYOND
AT CORNERS
HSS 8x4 COL BEYOND
HSS 7x3
TYP
3/16
3-123/16
3-12
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
M
ID
-A
TL
A N
TI
C
D E
P A
R T
M E
T
V
Y
A
B
C
D
2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V A
L
F
A C
I L I T
I E
S
E
N G
I N
E E
R I N
G
C
O M
M A
N D
DES DRW
S Y
M D
E S
C R
I P
T I O
N D
A T
E A
P P
R
DRAWFORM REVISION: 31 JANUARY 2017
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
FY
P -2
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SUITE 300
CHESAPEAKE, VA 23320
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1/4
TYP
4x9x
" PL
TYP
3/16
3-12
3-12
IMP SUPPORT;
CONT
" x3" PL
FOR WIDTH IMP
W12
2" W12
3/4"Ø A325 BOLTS
IN HORIZ SSH TYP
W12 BM TYP
TOP STEEL =
BOT DECK TYP
SEE PLAN
3" INSULATED METAL
WALL PANEL (IMP) TYP
HSS COL BEYOND
HSS 7x3
CONT
BENT PL;
(4
"+4
4"
HSS 7x3
'W' BEAM TYP (REF)
HSS STUB TUBE
COL (REF)
METAL FLOOR
DECK (REF)
CONC SLAB
(REF)
ELEVATED
FLOORING TYP
SCALE: 1 1/2" = 1'
C4
WINDOW HEAD SECTION
SCALE: 1 1/2" = 1'
C3
WINDOW SILL SECTION
SCALE: 1" = 1'
C5
BEAM CONN SECTION
SCALE: 1" = 1'
A3
ELEVATED SLAB SECTION
2'1'0'1' 6" 3'
GRAPHIC SCALE 1" = 1'-0"
2" CONC SLAB ON 0.6C
METAL DECK TYP WWF TYP
CONT 4" CR
TRACK T& B W/
FASTENERS TYP
CONT 8" HEADER TYP
4" STUDS @ 16" O.C.
TYP. ALIGN VERT
STUDS & JOISTS TYP
2-6" SJ JOISTS AT
MAX 30" OPN'G TYP
CONT 31
2 x 31
2"
POUR STOP L TYP
2" CONC SLAB ON M DECK
(REF). COORD W/ MAIN
STRUCTURAL DRAWINGS
FOR OPN'G LOCATIONS 'W' BEAM TYP (REF)
SLAB OPN'G (REF)
6" SJ JOISTS @ 16"
O.C. TYP
SCALE: 1" = 1'
B3
W12 / HSS 8x4 MOMENT CONN
W12
3/4" CAP PL
SEE TYP W12
SHEAR CONN
TOP & BOT
5/16
TYP
SYMM ABT
C.L.
HSS 8x4 COL
PROVIDE DBL STUDS
EA SIDE OPNG'S TO
32" MAX WIDTH TYP
2" IMP TYP
NOTE:
COORDINATE ALL FINISHES,
FLASHING, EQUIPMENT
ATTACHMENT AND OTHER
DETAILS ETC W/ ARCH'L TYP
3" IMP TYP
NOTE;
ALL BENT PLATE DIMENSIONS SHOWN FOR BOTH GLAZING
AND SIDING SUPPORTS ARE APPROXIMATE. COORDINATE
FINAL DIMENSIONS WITH ARCHITECTURAL DETAILS AND
FINAL APPROVED SHOP DRAWINGS AS REQUIRED.
COL BEYOND
HSS 8x4
W.P.
W.P.
9"
L4x3 LLH CONT
LOWER IMP
SUPPORT
CONT STUD
HEADER
GUSSET PL
SEE NOTE 2
NOTE 2:
TYP ACCESS HOLE: ONE SIDE OF HSS 8x4, 2" HORIZ & 61
2" VERT REINF WITH
8"x51
2"x9" PLATE, WELD TO HSS 8x4 W/ 14"
FILLET ALL AROUND. SEE CBS101 FOR
LOCN'S. NOTE: REINF PLATE REQD AT
ALL HSS 8x4 OPENINGS.
HSS 8x4 COL
BEYOND
C
L
NOTE 1;
TYPICAL 21
2" WIDE x 61
2" HIGH
ACCESS HOLE ONE SIDE OF HSS
8x4. SEE 'NOTE 2' FOR REINF.
SEE CBS 101 FOR LOC'NS
HSS 8x4 BEYOND
NOTE 1;
L4x4 VERT BRACE
TYP ALL MISC
ANGLES
1/8
TYP PLY SIDING &
SOFFIT SUPPORT;
L2x2x1/8 @ 24" O.C. TYP
1/8
1'-1"
CONT L2x2x1/8
9"
CONT VERT BENT PL
AT CORNERS TYP
CONT
BENT PL;
(4
+4
+ 2
W12 BEAM
3" IMP TYP
TYP
3-123/16
WEATHERHEAD
PIPE. SEE PLAN
W12 BM TYP
W12 BEAM
1/8
SCALE: 1" = 1'
B5
WEATHERHEAD SUPPORT SECTION
PARAPET OMITTED
FOR CLARITY
IMP SIDING
SEE SECTION
'B1/S501'
2" METAL DECK
L3x3x3/16 TOP & BOT.
SEE PLAN
SCALE: 1" = 1'
A5
MONITOR SUPPORT
PARAPET OMITTED
FOR CLARITY
1/8
3'-4" (N.T.S.)
SEE SECTION
'B1/S501'
W12 BM
L3x3x1
4. OMIT IF
HANGER UNDER
W12 BM
2" METAL DECK
L3x3x1
4 HANGER
W12 BEAM
IMP SIDING
TYP
L2x2x1
8 BRACES
TYP
CONT 3 8 x51
2" PL
CENTER ON HSS
HANGER TO HSS
3/16
HSS 8x4 BEYOND
HSS 8x4 BEYOND
PLY SHEATHING.
SEE ARCH'L FOR
ADD'L REQT'S TYP
CONT 3 8"
BENT PL: 9"+4"
2'-3"
1'
GRAPHIC SCALE 1 1/2" = 1'-0"
6" 0' 1' 2'
HSS 7x3
HSS 7x3
W12
HSS 7x3
HSS 7x3 1'-2".
1317 EXECUTIVE BLVD.
SUITE 300
CHESAPEAKE, VA 23320
QS501
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SHEET
NAVFAC DRAWING NO.
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DRAWFORM REVISION: 31 JANUARY 2017
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
FY
P -2
A
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1317 EXECUTIVE BLVD.
SUITE 300
CHESAPEAKE, VA 23320
I S
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IMP TYP
L3x3 ANTENNA
SUPPT'S AT TOP AND
BOTTOM INSIDE
PARAPET TYP
IMP TYP
INSULATED METAL
PANELS (IMP) TYP
NOTE;
ALL 'L' CONN GUSSET
PLATES ARE
THICK TYP U.O.N.
SCALE: 1" = 1'
B1
TYP. CAB STRUCTURAL DETAIL
W12 TYP
TOP OF CURB
SCALE: 1" = 1'
A1
TYP CAB STRUCTURAL DETAIL
GUSSET TO
HSS TYP 5/16
WORK POINT
TOP OF SLAB
BEYOND
TOP OF
CONC CURB
SIDING EDGE
SUPPORT TYP
H S
S
P
L
A
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I
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23/16
RETURN
TYP
6"x1'-0"W
GUSSET PLATE
CONT BENT PL AT TOP OF
HORIZ HSS FOR WINDOW
SILL SUPPORT TYP
HSS 7x3 TYP
WORK POINT
3/8" BENT
THRU PL TYP
COL OPN'G
REINF PLATE
" CONT BENT
THRU PL
W12 BM
(BACKGROUND)
TYP
H S
S
P
END PL TYP
2x6x1/4 PL
NS & FS
3/16
1/4
4x6x1/4" PL TOP
WORK POINT
HSS 7x3 TYP
WORK POINT
GUSSETS
TYP
4"x8"W
GUSSET PL
1/4
CONT
" BENT PL
H S
S x
C
O L
T
Y P
TYP
1/4
L3x3 FS TYP
3/16
TYP
HSS7x3
3/16
TYP
HSS7x3
3/8" CAP PL TYP
3/16
TYP
HSS7x3
8"x4"W GUSSET
PLATE TYP
E.Q.
C U
R B
R
E F
CONT L4x3
LLH TYP
E.Q.
8"x6"W
GUSSET
PLATE TYP
3/16
NOTE; LOOKING INWARD
SCALE: 1" = 1'
A4
CAB STRUCTURAL DETAIL AT CATWALK DOOR
WORK POINT
TOP OF CURB
WORK POINT
COORD W/ ARCH'L
TOP OF SLAB
BEYOND
2'1'0'1' 6" 3'
GRAPHIC SCALE 1" = 1'-0"
TOP OF
CONC CURB
WORK POINT
HSS 7x3 TYP
L
A
C
I
N
G
NOTE: INSULATED METAL
PANEL (IMP) SUPPORT
STRUCTURE OMITTED
FOR CLARITY TYP
TYP
H S
S
P
L
A
C
I
N
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COL OPN'G
REINF PLATE
'L' BRACE TO
GUSSET TYP1/4
1/4
CATWALK DOOR
OPENING
H S
S
P
C
C
M2
B
E Y
O N
D
L
P
4"x2'-0"W
GUSSET PL
4"x6"W
GUSSET PL
WORK POINT
SIDING EDGE
SUPPORT 3/16"
BENT PL NS TYP
L
A
C
I
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H S
S
P
WORK POINT
M3
H S
S x
C
O L
T
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L3x3x
FS TYP
SIDING EDGE
SUPPORT 3/16"
BENT PL NS TYP
CONT BENT PL AT BOT OF HORIZ
HSS FOR WINDOW HEAD
SUPPORT BEYOND TYP
IMP VERT
JOINT
L2x2 TYP
QS502
/1
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SAT-TO FORM SIGNED BY
SEE ARCH'L
HSS 8x4 COL
HSS 7x3
HSS 7x3
TYP
NOTE: C7 END CONNS SAME AS
HORIZ HSS TUBE TYP
SEE DETAIL
(A2/S503)
HSS 8x4 COL
W12
W12
9"H x3/8" x12"
BENT THRU PL
TYP
SCALE: 1" = 1'
D2
ROOF BEAM PLAN DETAIL
NOTE: CUT MAX
" OS VERT SLOT IN
HSS COL TO INSERT THRU PLATE TYP
LINE OF DECK SUPPORT
BENT PL ABOVE
CONT BENT PL.
SEE (A3/S503)
W1
HSS 8x4 COL
CONT WINDOW SILL SUPPORT
BENT PL TYP. COPE
" CLEAR
AT COL'S ETC TYP
TYP
1/4
HSS 8x4 COL
8"
5x3
8 PL NS & FS,
TOP & BOT, TYP
2x3
8 PL NS & FS
HSS 8x4 COL
TYP
1/4
CONT BENT PL AT
BOT OF HORIZ HSS
TUBE WINDOW HEAD
CONT 3 16" x (4+4) BENT PL TYP AT;
- 3" IMP SIDING BELOW WINDOW SILL
- 2" IMP SIDING AT PARAPET
RAISED CONC
CURB
EMBED PLATE
HSS 8x4 COL
4" SLAB STEP DOWN
TRANSITION
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SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V A
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A C
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I E
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N G
I N
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DES DRW
S Y
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C R
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N D
A T
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P P
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DRAWFORM REVISION: 31 JANUARY 2017
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
FY
P -2
A
TC
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O W
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A N
D A
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1317 EXECUTIVE BLVD.
SUITE 300
CHESAPEAKE, VA 23320
I S
S U
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SCALE: 1" = 1'
D1
TYP. PARAPET PLAN DETAIL
H
HSS 7x3 HSS 7x3
5/16
TYP
3-12
TYP
5/16
1/4
3-
"Ø A325 BOLTS IN
HORIZ SSH TYP
INTERIOR
FACE IMP
SCALE: 1" = 1'
B1
HSS TUBE AT WINDOW SILL
SCALE: 1" = 1'
B2
HSS TUBE AT WINDOW HEAD
SCALE: 1" = 1'
A2
COLUMN CORNER PLATE DETAIL
SCALE: 1" = 1'
A1
COLUMN BASE PLATE DETAIL
INSULATED METAL
PANEL (IMP) TYP
PLY SHEATHING.
SEE ARCH'L FOR ADD'L
REQT'S TYP
1/8
TYP
PANEL JOINT
SUPP'T 'L'
HSS 8x4 COL
SCALE: 1" = 1'
A3
COLUMN CORNER PLATE DETAIL
CONT 3 16" x (4+4) BENT PL TYP
EXTERIOR COL'S AT 3" IMP
SIDING ABOVE WINDOW SILL.
L2x2x1
4 @ 24" O.C. MAX
SEE DETAIL
(A2 / S503)
SEE DETAIL
(A3 / S503)
BENT PL ABOVE.
SEE DETAIL (A2 / S503)
H
SEE DETAIL
(A3 / S503)
SCALE: 1" = 1'
B3
HSS TUBE AT WINDOW HEAD
HSS 7x3
H
CONT WINDOW HEADER
SUPPORT BENT PL TYP.
COPE
2" CLEAR AT COL'S,
CONN PL'S ETC TYP
2x3
8 PL NS & FS
HSS 8x4 COL
IMP CLIP
CONN TYP
2" SLAB STEP
DOWN TRANSITION
2'1'0'1' 6" 3'
GRAPHIC SCALE 1" = 1'-0" QS503
/1
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SAT-TO FORM SIGNED BY
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10"
33'-1
4'-2"
M8
M7
M6
M5
M4
M3
M2
M9
M10
M1
SILL EL. 275'-10
CONSOLE EL. 275'-9"
R
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FINISH FLOOR EL. 273'-3"
TOP COUNTER
EL. 276'-6"
FINISH FLOOR EL. 273'-10"
LANDING
EL. 271'-6"
CONSOLE EL. 276'-4"
S
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POWER PANELS
TOP OF COUNTER
EL 276'-3"
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QA100
A CB
11'-4"12'-8"
TOP GLASS
HR EL. 276'-9"
TOP WALL
EL. 275'-10
TOP GLASS
HR EL. 277'-4"
TOP COUNTER
EL. 274'-6"
STAIR
CAB
L E
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TOP OF
COUNTER
EL 276'-3"
TOP WALL
EL. 276'-6"
TOP WALL EL. 276'-6"
KEYED NOTES
CONSOLES FURNISHED AND INSTALLED BY
OTHERS
CHAIRS FURNISHED BY OTHERS
WINDOW SILL DIFFUSERS
FIRE ALARM ANNUNCIATOR NOTIFICATION PANEL
FIELD VERIFY WALL LOCATION WITH CONSOLE
MANUFACTURER
FIELD VERIFY LOCATION OF BASE CABINET AND
COUNTERTOP WITH CONSOLE MANUFACTURER
(TYP)
SCALE: 3/8" = 1'-0"
A2
LEVEL 13 ABOVE COUNTER
PLAN
N
0 2' 4' 6'
TOP
COUNTER
EL. 276'-6"
UTILITY MULLION SCHEDULE:
No. DESCRIPTION LOCATION
M1 ROOF DRAINS TO ABOVE CEILING INSIDE OF MULLION CAP
M1 POWER TO ROOF INSIDE OF MULLION
M2 SPRINKLER TO ABOVE CEILING INSIDE OF MULLION CAP
M3 LIGHTNING GROUNDING EXTERIOR OF MULLION
M3 COMMUNICATION TO ROOF INSIDE OF MULLION
M4 POWER TO ABOVE CEILING INSIDE OF MULLION
M4 LIGHTNING GROUNDING EXTERIOR OF MULLION
M4 COMMUNICATION TO ROOF INSIDE OF MULLION
M5 RADAR DISPLAY CONTROL WIRE INSIDE OF MULLION
M5 POWER TO ABOVE CEILING INSIDE OF MULLION
M6 COMMUNICATION TO ROOF INSIDE OF MULLION
M7 POWER TO ABOVE CEILING INSIDE OF MULLION
M7 LIGHTNING GROUNDING EXTERIOR OF MULLION
M8 COMMUNICATION TO ROOF INSIDE OF MULLION
M9 POWER TO ABOVE CEILING INSIDE OF MULLION
M9 LIGHTNING GROUNDING EXTERIOR OF MULLION
M9 COMMUNICATION TO ROOF INSIDE OF MULLION
M9 PLUMBING VENT INSIDE OF MULLION CAP
M10 ROOF DRAINS TO ABOVE CEILING INSIDE OF MULLION CAP
M10 FIRE ALARM TO ABOVE CEILING INSIDE MULLION
M10 LIGHTING GROUNDING EXTERIOR OF MULLION
FINISH LEGEND
RB-1 WALL BASE
CPT-3 ESD CARPET
RF-1 RUBBER TREADS/RISERS/LANDING
AP-2 ACOUSTICAL WALL COVERING
ACT-2 CEILING TILE
PNT-5 WALL PAINT
PNT-4 HANDRAIL PAINT
SEE DWG QG001 FOR ADDITIONAL REQUIREMENTS
1317 EXECUTIVE BLVD.
SUITE 300
CHESAPEAKE, VA 23320
/1
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SAT-TO FORM SIGNED BY
DON ELLIOT 12/19/19
JAS
peted
Seal for all QA drawings
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M10
M1
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A CB
11'-4"12'-8"
STAIR
CAB
L E
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E L O
W
C
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A
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KEY NOTES
CONSOLES FURNISHED AND INSTALLED BY OTHERS.
CHAIRS FURNISHED AND INSTALLED BY OTHERS
KNEE SPACE
FILE CABINET
COUNTER
UNDER COUNTER REF
HINGED ACCESS PANEL WITH PLASTIC LAMINATE FINISH 12"X12"
BASE CABINET
MILL-WORK ACCESS DOOR
FIRE EXTINGUISHER
R/A RETURN DUCT
RETURN AIR GRILL
SUPPLY AIR GRILL
BOOK SHELF CART
CUSTOM WEDGE MILLWORK PIECE - FIELD VERIFY LOCATION WITH
CONSOLE MANUFACTURER
(TYP)
SCALE: 3/8" = 1'-0"
A2
LEVEL 13 BELOW COUNTER
PLAN
N
0 2' 4' 6'
UTILITY MULLION SCHEDULE:
No. DESCRIPTION LOCATION
M1 ROOF DRAINS TO ABOVE CEILING INSIDE OF MULLION CAP
M1 POWER TO ROOF INSIDE OF MULLION
M2 SPRINKLER TO ABOVE CEILING INSIDE OF MULLION CAP
M3 LIGHTNING GROUNDING EXTERIOR OF MULLION
M3 COMMUNICATION TO ROOF INSIDE OF MULLION
M4 POWER TO ABOVE CEILING INSIDE OF MULLION
M4 LIGHTNING GROUNDING EXTERIOR OF MULLION
M4 COMMUNICATION TO ROOF INSIDE OF MULLION
M5 RADAR DISPLAY CONTROL WIRE INSIDE OF MULLION
M5 POWER TO ABOVE CEILING INSIDE OF MULLION
M6 COMMUNICATION TO ROOF INSIDE OF MULLION
M7 POWER TO ABOVE CEILING INSIDE OF MULLION
M7 LIGHTNING GROUNDING EXTERIOR OF MULLION
M8 COMMUNICATION TO ROOF INSIDE OF MULLION
M9 POWER TO ABOVE CEILING INSIDE OF MULLION
M9 LIGHTNING GROUNDING EXTERIOR OF MULLION
M9 COMMUNICATION TO ROOF INSIDE OF MULLION
M9 PLUMBING VENT INSIDE OF MULLION CAP
M10 ROOF DRAINS TO ABOVE CEILING INSIDE OF MULLION CAP
M10 FIRE ALARM TO ABOVE CEILING INSIDE MULLION
M10 LIGHTING GROUNDING EXTERIOR OF MULLION
9'-0" 8'-1" 16'-1"
SEE DWG QG001 FOR ADDITIONAL REQUIREMENTS
1317 EXECUTIVE BLVD.
SUITE 300
CHESAPEAKE, VA 23320
/1
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SAT-TO FORM SIGNED BY
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M8
M7
M6
M5
M4
M3
M2
M9
M10
M1
33'-1
LINE OF BASE CONSOLES
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QA102
A CB
11'-4"12'-8"
R/A
R/A
S/A
R/A
STAIR
CAB
L E
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A
C C
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S
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L O
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SCALE: 3/8" = 1'-0"
A2
LEVEL 13 ACCESS FLOOR
PLAN
N
0 2' 4' 6'
UTILITY MULLION SCHEDULE:
No. DESCRIPTION LOCATION
M1 ROOF DRAINS TO ABOVE CEILING INSIDE OF MULLION CAP
M1 POWER TO ROOF INSIDE OF MULLION
M2 SPRINKLER TO ABOVE CEILING INSIDE OF MULLION CAP
M3 LIGHTNING GROUNDING EXTERIOR OF MULLION
M3 COMMUNICATION TO ROOF INSIDE OF MULLION
M4 POWER TO ABOVE CEILING INSIDE OF MULLION
M4 LIGHTNING GROUNDING EXTERIOR OF MULLION
M4 COMMUNICATION TO ROOF INSIDE OF MULLION
M5 RADAR DISPLAY CONTROL WIRE INSIDE OF MULLION
M5 POWER TO ABOVE CEILING INSIDE OF MULLION
M6 COMMUNICATION TO ROOF INSIDE OF MULLION
M7 POWER TO ABOVE CEILING INSIDE OF MULLION
M7 LIGHTNING GROUNDING EXTERIOR OF MULLION
M8 COMMUNICATION TO ROOF INSIDE OF MULLION
M9 POWER TO ABOVE CEILING INSIDE OF MULLION
M9 LIGHTNING GROUNDING EXTERIOR OF MULLION
M9 COMMUNICATION TO ROOF INSIDE OF MULLION
M9 PLUMBING VENT INSIDE OF MULLION CAP
M10 ROOF DRAINS TO ABOVE CEILING INSIDE OF MULLION CAP
M10 FIRE ALARM TO ABOVE CEILING INSIDE MULLION
M10 LIGHTING GROUNDING EXTERIOR OF MULLION
KEYED NOTES
RETURN AIR ACCESS FLOOR OPENING (NO RAF
PANEL REQUIRED)
SEE DWG QG001 FOR ADDITIONAL REQUIREMENTS
1317 EXECUTIVE BLVD.
SUITE 300
CHESAPEAKE, VA 23320
/1
8/
SAT-TO FORM SIGNED BY
M8
M7
M6
M5
M4
M3
M2
M9
M10
M1
37'-8
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
M
ID
-A
TL
A N
TI
C
FY
P -2
A
TC
T
O W
E R
A N
D A
IR
O
P E
R A
TI
O
N S
QA103
A CB
11'-4"12'-8"
L E
V E
L
R
E F
L E
C T
I L I N
G
P
L A
N
KEY NOTES
SOFFIT PAINTED BLACK.
2'X2' SUSPENDED CEILING TILE AND GRID.
ROOF ACCESS LADDER AND HATCH.
HOUSE CLEANING LIGHT FIXTURES.
DIMABLE PENCIL DOWN LIGHT FIXTURES.
EXHAUST FAN GRILLE PAINTED BLACK.
OVERHEAD DISPLAY MOUNTING ABOVE CEILING.
(TYP)
(TYP)
CAB
SCALE: 3/8" = 1'-0"
A2
LEVEL 13 REFLECTED CEILING
PLAN
N
0 2' 4' 6'
UTILITY MULLION SCHEDULE:
No. DESCRIPTION LOCATION
M1 ROOF DRAINS TO ABOVE CEILING INSIDE OF MULLION CAP
M1 POWER TO ROOF INSIDE OF MULLION
M2 SPRINKLER TO ABOVE CEILING INSIDE OF MULLION CAP
M3 LIGHTNING GROUNDING EXTERIOR OF MULLION
M3 COMMUNICATION TO ROOF INSIDE OF MULLION
M4 POWER TO ABOVE CEILING INSIDE OF MULLION
M4 LIGHTNING GROUNDING EXTERIOR OF MULLION
M4 COMMUNICATION TO ROOF INSIDE OF MULLION
M5 RADAR DISPLAY CONTROL WIRE INSIDE OF MULLION
M5 POWER TO ABOVE CEILING INSIDE OF MULLION
M6 COMMUNICATION TO ROOF INSIDE OF MULLION
M7 POWER TO ABOVE CEILING INSIDE OF MULLION
M7 LIGHTNING GROUNDING EXTERIOR OF MULLION
M8 COMMUNICATION TO ROOF INSIDE OF MULLION
M9 POWER TO ABOVE CEILING INSIDE OF MULLION
M9 LIGHTNING GROUNDING EXTERIOR OF MULLION
M9 COMMUNICATION TO ROOF INSIDE OF MULLION
M9 PLUMBING VENT INSIDE OF MULLION CAP
M10 ROOF DRAINS TO ABOVE CEILING INSIDE OF MULLION CAP
M10 FIRE ALARM TO ABOVE CEILING INSIDE MULLION
M10 LIGHTING GROUNDING EXTERIOR OF MULLION
SEE DWG QG001 FOR ADDITIONAL REQUIREMENTS
1317 EXECUTIVE BLVD.
SUITE 300
CHESAPEAKE, VA 23320
/1
8/
SAT-TO FORM SIGNED BY
M8
M7
M6
M5
M4
M3
M2
M9
M10
M1
37'-8
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
M
ID
-A
TL
A N
TI
C
FY
P -2
A
TC
T
O W
E R
A N
D A
IR
O
P E
R A
TI
O
N S
QA104
L E
V E
L
R
O O
F
P
L A
N
SLOPE TYP
KEYED NOTES
PARAPET
ROOF WALK PAD
ROOF HATCH
ROOF DRAIN (4 LOCATIONS)
ROOF EXHAUST FAN
PVC ROOF MEMBRANE
4" Ø GALV. PIPE ROOF PENETRATION (9
LOCATIONS)
TUBE STEEL ROOF PENETRATION AT EACH
PERIMETER MULLION
ANTENNA SUPPORT STRUCTURE
2" CONDUIT PENETRATIONS (2 LOCATIONS)
" PLUMBING VENT THROUGH ROOF
SCALE: 3/8" = 1'-0"
A2
LEVEL 14 ROOF PLAN
N
0 2' 4' 6'
UTILITY MULLION SCHEDULE:
No. DESCRIPTION LOCATION
M1 ROOF DRAINS TO ABOVE CEILING INSIDE OF MULLION CAP
M1 POWER TO ROOF INSIDE OF MULLION
M2 SPRINKLER TO ABOVE CEILING INSIDE OF MULLION CAP
M3 LIGHTNING GROUNDING EXTERIOR OF MULLION
M3 COMMUNICATION TO ROOF INSIDE OF MULLION
M4 POWER TO ABOVE CEILING INSIDE OF MULLION
M4 LIGHTNING GROUNDING EXTERIOR OF MULLION
M4 COMMUNICATION TO ROOF INSIDE OF MULLION
M5 RADAR DISPLAY CONTROL WIRE INSIDE OF MULLION
M5 POWER TO ABOVE CEILING INSIDE OF MULLION
M6 COMMUNICATION TO ROOF INSIDE OF MULLION
M7 POWER TO ABOVE CEILING INSIDE OF MULLION
M7 LIGHTNING GROUNDING EXTERIOR OF MULLION
M8 COMMUNICATION TO ROOF INSIDE OF MULLION
M9 POWER TO ABOVE CEILING INSIDE OF MULLION
M9 LIGHTNING GROUNDING EXTERIOR OF MULLION
M9 COMMUNICATION TO ROOF INSIDE OF MULLION
M9 PLUMBING VENT INSIDE OF MULLION CAP
M10 ROOF DRAINS TO ABOVE CEILING INSIDE OF MULLION CAP
M10 FIRE ALARM TO ABOVE CEILING INSIDE MULLION
M10 LIGHTING GROUNDING EXTERIOR OF MULLION
SEE DWG QG001 FOR ADDITIONAL REQUIREMENTS
1317 EXECUTIVE BLVD.
SUITE 300
CHESAPEAKE, VA 23320
/1
8/
SAT-TO FORM SIGNED BY
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
M
ID
-A
TL
A N
TI
C
FY
P -2
A
TC
T
O W
E R
A N
D A
IR
O
P E
R A
TI
O
N S
QA200
C A
B
E
X T
E R
I O
R
E
L E
V A
T I O
N
KEYED NOTES
PRE-MANUFACTURED COPING
2" INSULATED VERTICAL METAL SIDING PANEL
NOT USED
VERTICAL SIDING JOINT
3" INSULATED VERTICAL METAL SIDING PANEL
CLEAR CAB GLASS
(TYP)
M8
LVL 14 ROOF
T/S EL: 287'-3"
T/S PARAPET
EL: 292'-4"
LVL 13 CAB
EL: 273'-3"
LVL 13 CAB
EL: 271'-6"
SCALE: 3/8" = 1'-0"
A2
CAB EXTERIOR ELEVATION
0 2' 4' 6'
M7 M6 M5 M4 M3
GENERAL NOTES
SIDING INSTALLATION INSTRUCTIONS
1. STARTING POINT - CENTERED BETWEEN M5 AND M6 FOR PARAPET,
ABOVE AND BELOW WINDOWS.
BELOW WINDOWS - (4) 24" PANELS
- (1) 36" BENT PANEL EACH SIDE
PROVIDE EXPANSION JOINT BETWEEN M2 AND M3
ABOVE WINDOWS AND PARAPET - (5) 24" PANELS
- (1) 36" BENT PANEL EACH SIDE
1317 EXECUTIVE BLVD.
SUITE 300
CHESAPEAKE, VA 23320
/1
8/
SAT-TO FORM SIGNED BY
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
M
ID
-A
TL
A N
TI
C
FY
P -2
A
TC
T
O W
E R
A N
D A
IR
O
P E
R A
TI
O
N S
QA300
C A
B
E
X T
E R
I O
R
E
L E
V A
T I O
N
KEYED NOTES
INSULATED METAL SIDING PANEL
CAB GLASS
WINDOW SILL DIFFUSERS
PVC PARAPET MEMBRANE
PVC ROOF MEMBRANE
ROOF DRAIN
SUSPENDED CEILING
GLASS HANDRAIL
6" SOUND INSULATION
RAISED ACCESS FLOOR
" Ø GALV. ANTENNA SUPPORT SYSTEM
HINGED ACCESS DOOR
CAB SHADES
4" Ø GALV. PIPE PENETRATIONS
(10 LOCATIONS)
4" S.S. WEATHERHEAD (10 LOCATIONS)
OVERHEAD DISPLAY MOUNT
ESD CARPET TILES
4" RUBBER BASE
GENERAL NOTES:
SEE SHEET QG-002 FOR CAB STRUCTURE
FIRE PROOFING
1.
LVL 14 ROOF
T/S EL: 287'-3"
T/S PARAPET
EL: 292'-1"
LVL 13 CAB
EL: 273'-3"
LVL 13 CAB
EL: 271'-6"
FLUID APPLIED
TRAFFIC
COATING
CAB
37'-8
A B C
SCALE: 3/8" = 1'-0" (QA-100)
A2
CAB CROSS SECTION
N
0 2' 4' 6'
3'-4"
1317 EXECUTIVE BLVD.
SUITE 300
CHESAPEAKE, VA 23320
/1
8/
SAT-TO FORM SIGNED BY
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
M
ID
-A
TL
A N
TI
C
FY
P -2
A
TC
T
O W
E R
A N
D A
IR
O
P E
R A
TI
O
N S
QA301
C R
O S
S
S
E C
T I O
N
B
KEYED NOTES
INSULATED METAL SIDING PANEL
CAB GLASS
WINDOW SILL DIFFUSERS
PVC PARAPET MEMBRANE
PVC ROOF MEMBRANE
HSS P2 A500 ANTENNA SUPPORT SYSTEM
SUSPENDED CEILING
ACOUSTICAL WALL COVERING
6" SOUND INSULATION
RAISED ACCESS FLOOR
CAB SHADES
SPRINKLER PIPING
4" Ø GALV. PIPE PENETRATION (10 LOCATIONS)
4" Ø GALV. S.S. WEATHERHEAD (10 LOCATIONS)
ESD CARPET TILES
4" RUBBER BASE
3 2 1
CAB
CAB
LVL 14 ROOF
T/S EL: 287'-3"
T/S PARAPET
EL: 292'-1"
LVL 13 CAB
EL: 273'-3"
LVL 13 CAB
EL: 271'-6"
GENERAL NOTES:
SEE SHEET QG-002 FOR CAB STRUCTURE
FIRE PROOFING
1.
SCALE: 3/8" = 1'-0"
A2
CAB CROSS SECTION
N
0 2' 4' 6'
1317 EXECUTIVE BLVD.
SUITE 300
S
U E
D F
O R
8/
JAS
DSN
SAT-TO FORM
SIGNED BY
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
M
ID
-A
TL
A N
TI
C
FY
P -2
A
TC
T
O W
E R
A N
D A
IR
O
P E
R A
TI
O
N S
QA400
C A
B
P
L A
N
D
E T
A I L S
INSIDE
OUTSIDE
INSIDE OF
MULLION
CAP AT
M1, M2 & M10
INSIDE OF MULLION
EXTERIOR
OF MULLION
C JOINT
L
T/S
EL: 275'-9"
TOP SLAB
EL: 271'-6"
E
D
L
L
"11
KEYED NOTES
3" INSULATED VERTICAL METAL SIDING PANEL
" PRESSURE AND FIRE TREATED PLYWOOD
SHEATHING
2" INSULATED VERTICAL METAL SIDING PANEL
(PARAPET ONLY)
BASE EXTRUSION
" GYP BOARD EACH SIDE ON 3
" METAL STUDS
AT 24" ON CENTER
.050 DARK BRONZE SILL FLASHING OVER 1
PRESSURE AND FIRE TREATED PLYWOOD
SHEATHING
PLASTIC LAMINATE ON
" FIRE TREATED
PLYWOOD
NOTCH AND BEND INSULATED SIDING PANELS AT
ALL CORNERS
20 GAUGE METAL BACKING BENT PLATE
STEEL TUBE COLUMN
" GYP BD ON 1 5/8" 20 GAUGE STUDS @24" O.C.
6" SOUND BATT INSULATION
" GYP BD ON 2
" METAL STUDS @ 24" O.C.
DARK BRONZE ALUMINUM CURTAIN WALL
CLEAR CAB GLASS
.050 DARK BRONZE ALUMINUM COLUMN RAP (ALL
COLUMNS)
" HORIZONTAL UNISTRUT AT EACH COLUMN
BEND (MAX 5' 0" VERTICAL SPACING) AT MULLION
M1,M2,M10
PLASTIC LAMINATE OVER
" FIRE TREATED
PLYWOOD SILL
2 LAYERS
" FIRE TREATED PLYWOOD SOFFIT
PAINTED BLACK
" FIRE TREATED PLYWOOD PAINTED BLACK
SUSPENDED BLACK ACOUSTICAL CEILING TILE
STEEL CHANNEL EACH SIDE OF FRAME OPENING
FIRE EXTERIOR SEMI RECESSED CABINET
DARK BRONZE ALUMINUM DOOR AND FRAME
PREMANUFACTURED ALUMINUM COPING WITH
CLEAT EACH SIDE
CUSTOM CORNER PREMANUFACTURED ALUMINUM
COPING WITH CLEAT EACH SIDE
HSS P2 A500 ANTENNA SUPPORT STRUCTURE
4" SS WEATHER HEAD
STEEL TUBE STRUCTURE
40 MILL PVC PARAPET MEMBRANE OVER
PRESSURE AND FIRE TREATED PLYWOOD
SHEATHING
RAISED CONCRETE CURB
RUBBER TILE
.050 SILL FLASHING
GENERAL NOTE
SEE MILL WORK DRAWINGS FOR INTERIOR
WINDOW SILLS AND COUNTERS
SEE SHEET QG-002 FOR CAB STRUCTURE FIRE
PROOFING
1.
2.
SCALE: 3" = 1'-0" (QA-103)
C1
TYP CAB CORNER DETAIL
SCALE: 3" = 1'-0"
B1
TYP SIDING VERTICAL JOINT
DETAIL
SCALE: 3" = 1'-0"
A1
TYP SIDING CORNER DETAIL
SCALE: 3/4" = 1'-0" (QA-101)
D2
PLAN DETAIL
SCALE: 3/4" = 1'-0" (QA-101)
A2
CATWALK DOOR DETAIL
SCALE: 3/4" = 1'-0" (QA-100)
C2
PLAN DETAIL
SCALE: 3/4" = 1'-0" (QA-103)
B2
PLAN DETAIL
SCALE: 3/4" = 1'-0" (QA-104)
C3
PARAPET PLAN DETAIL
SCALE: 3/4" = 1'-0" (QA-104)
D3
PARAPET PLAN DETAIL
SCALE: 3" = 1'-0"
A3
CATWALK DOOR DETAIL
6 1
0 4" 8"0 4" 8"
0 4" 8"
0 4" 8"
0 1' 2' 3'
0 1' 2' 3'
0 1' 2' 3'
0 1' 2' 3'
0 1' 2' 3'
1317 EXECUTIVE BLVD.
SUITE 300
CHESAPEAKE, VA 23320
/1
8/
SAT-TO FORM SIGNED BY
P O
S I T
I O
N
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
M
ID
-A
TL
A N
TI
C
FY
P -2
A
TC
T
O W
E R
A N
D A
IR
O
P E
R A
TI
O
N S
QA401
C A
B
P
L A
N
D
E T
A I L S
KEYED NOTES
1.
2.
SCALE: 3/4" = 1'-0" (QA-101)
C2
PLAN DETAIL
SCALE: 3/4" = 1'-0" (QA-101)
B1
PLAN DETAIL
SCALE: 3/4" = 1'-0" (QA-101)
B2
PLAN DETAIL
M1
6"
3 4
17217
16 19
1'-11" ROUGH OPENING
0 1' 2' 3'0 1' 2' 3'
0 1' 2' 3'
3'-10
" 10
" 3'-1
" 1'-5
6"
1317 EXECUTIVE BLVD.
SUITE 300
CHESAPEAKE, VA 23320
/1
8/
SAT-TO FORM SIGNED BY
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
M
ID
-A
TL
A N
TI
C
FY
P -2
A
TC
T
O W
E R
A N
D A
IR
O
P E
R A
TI
O
N S
QA500
C A
B
P
L A
N
D
E T
A I L S
WINDOW SILL
CAB/CURB SIDING
T/S
EL. 275'-9"
TOP WINDOW SILL
EL. 275'-10 1/2"
TOP COUNTER
EL. 276'-3"
TOP SLAB
EL. 275'-7"
TOP WINDOW SILL
EL. 275'-10 1/2"
TOP FINISHED FLOOR
EL. 273'-3"
TOP SLAB
EL. 271'-6"
TOP FINISHED FLOOR
EL. 273'-10"
TOP SLAB
EL. 271'-6"
TOP FINISHED FLOOR
EL. 273'-10"
TOP SLAB
EL. 271'-6"
TOP FINISHED FLOOR
EL. 273'-3"
TOP FINISHED FLOOR
EL. 273'-3"
TOP SLAB
EL. 271'-6"
1'-0"
1'-0"
COL
TOP SLAB
EL. 273'-10"
TOP SLAB
EL. 271'-6"
HORIZONTAL JOINT
KEYED NOTES
" GYPSUM BOARD EACH SIDE ON 3
"METAL
STUDS AT 24" O.C.
3" LIGHTWEIGHT CONCRETE SLAB OVER METAL
DECK
6" METAL JOIST AT 16" O.C.
RAISED ACCESS FLOOR
2 1/2" METAL STUD 20 GA.PERIMETER ACCESS
FLOOR SUPPORT
DARK BRONZE ALUMINUM CURTAINWALL
CLEAR CAB GLASS
.050 DARK BRONZE SILL FLASHING OVER
BENT PLATE CURTAIN WALL SUPPORT
STRUCTURE
3" INSULATED METAL SIDING PANEL
" FIRE AND PRESSURE TREATED WOOD
NAILERS
SIDING SUPPORT ANGLE
BASE EXTRUSION WITH WEEP HOLES
CABLE ACCESS HOLE
INSULATED ROOF DRAIN PIPING
DARK BRONZE ALUMINUM HANDRAIL WITH
LAMINATED GLASS INSERT
PLASTIC LAMINATE ON FIRE RETARDANT
" WALL
CAP
6" SOUND BATT INSULATION
" GYPSUM BOARD ON 2 1/2" 20GA. METAL STUDS
AT 24"O.C.
" 20 GAUGE METAL STUDS AT 24" O.C.
WINDOW SILL DIFFUSERS WITH SUPPLY DUCT
BELOW
PLASTIC LAMINATE ON 2 LAYERS OF
" FIRE
TREATED PLYWOOD
RAISED CONCRETE CURB
PRE-FINISHED METAL CLOSURE BY ACCESS
FLOOR MANUFACTURE
2 LAYERS
" TYPE X GYPSUM BOARD (2HR RATED
FLOOR/CEILING ASSEMBLY)
2 HOUR LOAD BEARING WALL WITH 2 LAYERS
GYPSUM BOARD EACH SIDE ON 3
" 20GA. METAL
STUDS AT 24" O.C.
CONCRETE FILLED STEEL PAN STAIR
2"X2"X
" STAIR SUPPORT LEG(2 REQUIRED) WITH
BASE PLATE
RUBBER TREADS, RISERS, AND LANDINGS
STAIR STRINGER PAINTED
" 20 GAUGE METAL STUD
" GYP BOARD EACH SIDE ON 3
" 20GA. METAL
STUDS AT 24" O.C.
4" RUBBER BASE
RUBBER TILE
ACOUSTICAL WALL COVERING
GYP BOARD NOT REQUIRED BELOW ACCESS
FLOOR
GENERAL NOTE
SEE MILL WORK DRAWINGS FOR INTERIOR
WINDOW SILLS AND COUNTERS
SEE SHEET QG-002 FOR CAB STRUCTURE FIRE
PROOFING
1.
2.
4 4
"1
1 2
SE…
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