796455_P1043_FinalDrawings_Vol_12.pdf
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- Solicitation number
- N4008521R0052
About this file
This federal contract opportunity solicitation is for the design and construction of a new 8 million gallons per day water treatment plant at Marine Corps Base Camp Lejeune in North Carolina. The solicitation was issued by the Naval Facilities Engineering Command seeking to replace an existing water treatment plant and construct a new facility that utilizes membrane filtration technology to better comply with current and future water quality regulations and address potential salt water intrusion issues. Interested offerors should respond by the specified deadline to be considered for the award of a design-build contract for the new water treatment plant project. The scope of work involves providing adequate and environmentally compliant potable water supply to meet the domestic, industrial, and fire protection needs at Camp Lejeune.
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DRAWFORM REVISION: 31 JANUARY 2017
CHK
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ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
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796455
License Number F-0699 Tel: 919-875-4311
Suite 214 Raleigh, NC 27604 3120 Highwoods Blvd, 04/22/2021
DSN
Sophia Schwartz, via email
AFRK PR
S-130
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SCALE 3/32"=1'-0" 0 8' 32'16'
V
E R
A L L F
L O
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L A
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OVERALL FLOOR PLAN
FLOOR PLAN AREA - A
FOR PARTIAL
SEE SHEET S-132
FLOOR PLAN AREA - B
FOR PARTIAL
SEE SHEET S-133
FLOOR PLAN AREA - C
FOR PARTIAL
SEE SHEET S-134
332 704
12771967
PIER AND RIGID INCLUSION GROUND IMPROVEMENTS.
ENGINEER PER SPECIFICATION 31 63 35 AGGREGATE
3. GROUND IMPROVEMENT SHALL BE BY SPECIALTY
C1/S-804, AND C3/S-804.
LIMITS OF FOUNDATION PER A4/S-803,
AREA EXTENDING MINIMUM 5'-0" BEYOND
2. ENCASE PIPES BELOW FOUNDATION AND
DRAWINGS G-008 THROUGH G-012.
1. FOR GENERAL STRUCTURAL NOTES, SEE
B15
B16
EJA
JGG / RSF
NJB
STATE OF
No 76468
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DRAWFORM REVISION: 31 JANUARY 2017
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
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S-132
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GENERAL SHEET NOTES
SHEET KEYNOTES
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L O
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N A
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A A
SCALE 3/16"=1'-0"
PARTIAL FLOOR PLAN AREA - A
8'0 4' 16'
MATCHLINE SEE SHEET S-133
100'-8"
1'-0" 1'-0"
A1
S-333
C1
S-339
3'-0"
8"8"
3'-0"
14'-0"42'-4" 37'-0"3'-4"2'-0"
8'-6"
1'-0"
5'-6" 18'-2"
1'-5"
13 14
5'-4"
5'-0"
2'-6"
E
Q L S
P A
E
Q L S
P A
E
Q L S
P A
1'-0" 8'-3"
4'-8"
4'-8"
4'-8"
37'-8" 1'-5"
E
Q L S
P A
E
Q L S
P A
C2
S-338
C5
S-338
A3
S-339
333 704
12771968
B15
10"
PIER AND RIGID INCLUSION GROUND IMPROVEMENTS.
ENGINEER PER SPECIFICATION 31 63 35 AGGREGATE
5. GROUND IMPROVEMENT SHALL BE BY SPECIALTY
SEE A1/S-801 FOR SLAB CONSTRUCTION JOINT.
LOCATIONS OF WALL CONSTRUCTION JOINTS SHOWN.
JOINT LOCATIONS FOR APPROVAL. APPROXIMATE
4. CONTRACTOR SHALL SUBMIT CONC CONSTRUCTION
DOOR AND WINDOW SUBMITTALS.
COORDINATE ACTUAL OPENINGS WITH APPROVED
3. DOOR AND WINDOW DIMENSIONS ARE NOMINAL.
C1/S-804, AND C3/S-804.
LIMITS OF FOUNDATION PER A4/S-803,
AREA EXTENDING MINIMUM 5'-0" BEYOND
2. ENCASE PIPES BELOW FOUNDATION AND
DRAWINGS G-008 THROUGH G-012.
1. FOR GENERAL STRUCTURAL NOTES, SEE
WALL CJ D3/S-80231.
WALL CJ D3/S-802, SIM, EXCEPT WATERSTOP UP TO EL 33.6730.
WALL CJ D3/S-802, SIM, NO WATERSTOP29.
TOC HPT EL 31.2628.
TOC LPT EL 31.0027.
1 1/4" HIGH SST BENT PLATE W/ 8" RETURN CORNERS C5/S-80826.
TST EL 30.0425.
TST EL 30.1324.
L5x3x3/823.
SEE A1/S-816 TYP UON
1 1/2" AL GRTG TYPE 'A' W/ GS-1 AND GS-2 SUPPORTS. 22.
SEE A1/S-816 TYP UON
2 1/2" AL GRTG TYPE 'B' W/ GS-1 AND GS-2 SUPPORTS. 21.
AL I 12x11.7. SEE C1/S-813 FOR BEAM/WALL CONNECTION20.
MEMBRANE TRAIN.
MAINTAIN A 2" MAX GAP BETWEEN BEAM FLANGE AND
APPROXIMATE DIMENSION. ADJUST AS REQUIRED TO 19.
INTERIOR GUARD POST B1/S-817 TYP OF 418.
CONC WALL CORNER REINF A1/S-803 TYP17.
FLOOR DRAIN C2/S-807 TYP16.
DOOR OPENING REINF C1/S-80315.
CONTRACTOR DESIGNED FRP STAIRS AND RAILING TYP OF 1114.
CONSTRUCTION JOINT D3/S-802
CMU CONTROL JOINT C4/S-810 AND CONCRETE 13.
TOC EL 33.9212.
TOC EL 33.3311.
4'-0" SQ x 8" CONC SLAB W/ #4@12" EW TYP OF 210.
CONC WALL PIER C2/S-5319.
2'-10"x1'-10" CONC COL B1/S-531 TYP OF 48.
2'-0"x2'-0"x1'-0" SUMP A1/S-3397.
TANK PAD A1/S-806 6.
CONC EQPT PAD TYPE "A" A1/S-805 TYP OF 125.
CONC EQPT PAD TYPE "C" A1/S-805 TYP OF 24.
TOC LPT EL 30.503.
TOC HPT EL 31.002.
12" CMU WALL1.
EJA
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SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
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DRAWFORM REVISION: 31 JANUARY 2017
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
D
N O
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GENERAL SHEET NOTES
NSCALE 3/16"=1'-0"
R T
IA
L F
L O
O R P
L A
N A
R E
A B
PARTIAL FLOOR PLAN AREA - B
8'0 4' 16'
MATCHLINE SEE SHEET S-132
MATCHLINE SEE SHEET S-134
"1'-0"
1'-0"
1'-0"
9'-4" 4'-8" 5'-4" 23'-4"
1'-4"
A1
S-331
A1
S-331
A1
S-334
B1
S-332
3'-0" 1'-0"
8"2'-4"
5'-6" 18'-2"
1'-0"
8'-6"
1'-0"
8'-7 1/2 "3'-4"3'-4"20'- 1/2 "6'-0"11'-4"
1'-0"
1'-0"
3'-4"
2 EQL SPA2 EQL SPA 3 EQL SPA3 EQL SPA3 EQL SPA
5'-0"
4'-4"
1'-5"
E
Q L S
P A
E
Q L S
P A
E
Q L S
P A
E
Q L S
P A
10"
6"
10"
1'-2"
A1
S-531
SIM
8'-3"
1'-5"
4'-8"
4'-8"
VCBVC
22'-4"
C2
S-338
C5
S-338
E
Q L S
P A
334 704
12771969
10"
PIER AND RIGID INCLUSION GROUND IMPROVEMENTS.
ENGINEER PER SPECIFICATION 31 63 35 AGGREGATE
6. GROUND IMPROVEMENT SHALL BE BY SPECIALTY
SEE ARCH DRAWINGS.
5. FOR CMU DIMENSIONS NOT SHOWN,
SHOWN. SEE A1/S-801 FOR SLAB CONSTRUCTION JOINT.
LOCATIONS OF WALL CONSTRUCTION JOINTS
JOINT LOCATIONS FOR APPROVAL. APPROXIMATE
4. CONTRACTOR SHALL SUBMIT CONC CONSTRUCTION
DOOR AND WINDOW SUBMITTALS.
COORDINATE ACTUAL OPENINGS WITH APPROVED
3. DOOR AND WINDOW DIMENSIONS ARE NOMINAL.
C1/S-804, AND C3/S-804.
LIMITS OF FOUNDATION PER A4/S-803,
AREA EXTENDING MINIMUM 5'-0" BEYOND
2. ENCASE PIPES BELOW FOUNDATION AND
DRAWINGS G-008 THROUGH G-012.
1. FOR GENERAL STRUCTURAL NOTES, SEE
WALL CJ D3/S-80233.
WALL CJ D3/S-802, SIM, EXCEPT WATERSTOP UP TO EL 33.6732.
WALL CJ D3/S-802, SIM, NO WATERSTOP31.
W/ INTERIOR DWGS
2" RECESS FOR WALK-OFF MATS COORDINATE30.
TOC HPT EL 31.2629.
TOC LPT EL 31.0028.
1 1/4" HIGH SST BENT PLATE W/ 8" RETURN CORNERS C5/S-80827.
2" DEEP SAWN CONTROL JOINT W/ JOINT FILLER26.
TOS EL 30.04 TYP25.
L5x3x3/824.
SEE A1/S-816 TYP UON
1 1/2" AL GRTG TYPE 'A' W/ GS-1 AND GS-2 SUPPORTS. 23.
SEE A1/S-816 TYP UON
2 1/2" AL GRTG TYPE 'B' W/ GS-1 AND GS-2 SUPPORTS. 22.
AL I 12x11.7 TYP. SEE C1/S-813 FOR BEAM/WALL CONNECTION21.
A 2" MAX GAP BETWEEN BEAM FLANGE AND MEMBRANE TRAIN.
APPROXIMATE DIMENSION. ADJUST AS REQUIRED TO MAINTAIN 20.
INTERIOR GUARD POST B1/S-817 TYP OF 619.
CORNER CMU REINF C1/S-809 TYP18.
DOOR OPENING REINF C1/S-803 TYP17.
FLOOR DRAIN C2/S-807 TYP16.
CONTRACTOR DESIGNED FRP STAIRS AND RAILING TYP OF 1115.
CONC WALL CORNER REINF A1/S-803 TYP14.
CONSTRUCTION JOINT D3/S-802
CMU CONTROL JOINT C4/S-810 AND CONCRETE 13.
TOC EL 33.3312.
4'-0" SQ x 8" CONC SLAB W/ #4@12" EW TYP OF 211.
8" CMU WALL10.
CONC WALL PIER C2/S-5319.
2'-10"x1'-10" CONC COL B1/S-531 TYP OF 38.
2'-0"x2'-0"x1'-0" SUMP A1/S-3397.
TANK PAD A1/S-806 6.
CONC EQPT PAD TYPE "A" A1/S-805 TYP OF 55.
CONC EQPT PAD TYPE "C" A1/S-805 TYP OF 34.
TOC LPT EL 30.503.
TOC HPT EL 31.002.
12" CMU WALL1.
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NAVFAC DRAWING NO.
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SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
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GENERAL SHEET NOTES
R T
IA
L F
L O
O R P
L A
N A
R E
A C
SCALE 3/16"=1'-0"
PARTIAL FLOOR PLAN AREA - C
8'0 4' 16'
MATCHLINE SEE SHEET S-133
22'-6"
B1
S-335
B1
S-332
53'-4" 18'-8" 26'-0"
98'-0"
1'-4"1'-8"
1'-8"1'-4"
1'-4" 1'-8"
1'-4" 1'-8"
2 EQL SPA2 EQL SPA 3 EQL SPA3 EQL SPA3 EQL SPA 2 EQL SPA2 EQL SPA
E
Q L S
P A
E
Q L S
P A
CL
15'-8"
8'-4" 17 17
8 1/2 "
CL
335 704
12771970
PIER AND RIGID INCLUSION GROUND IMPROVEMENTS.
ENGINEER PER SPECIFICATION 31 63 35 AGGREGATE
4. GROUND IMPROVEMENT SHALL BE BY SPECIALTY
SEE ARCH DRAWINGS.
5. FOR CMU DIMENSIONS NOT SHOWN,
JOINT LOCATIONS FOR APPROVAL. C1/S-802 AND A1/S-801.
4. CONTRACTOR SHALL SUBMIT CONC CONSTRUCTION
DOOR AND WINDOW SUBMITTALS.
COORDINATE ACTUAL OPENINGS WITH APPROVED
3. DOOR AND WINDOW DIMENSIONS ARE NOMINAL.
C1/S-804, AND C3/S-804.
LIMITS OF FOUNDATION PER A4/S-803,
AREA EXTENDING MINIMUM 5'-0" BEYOND
2. ENCASE PIPES BELOW FOUNDATION AND
DRAWINGS G-008 THROUGH G-012.
1. FOR GENERAL STRUCTURAL NOTES, SEE
B1
S-335
B16
19 20
TOC LPT EL 30.4820.
TOC HPT EL 30.9619.
CONC EQPT PAD TYPE "H" A1/S-80518.
CMU CONTROL JOINT C4/S-81017.
A5/S-804, TYP
THICKENED SLAB UNDER NON-LOAD BEARING CMU WALL 16.
2" DEEP SAWN CONTROL JOINT W/ JOINT FILLER15.
SIM
2 - HSS 3 1/2 x 3 1/2 x 3/8 C4/S-532 W/ COLUMN BASE C1/S-811 14.
CORNER CMU REINF C1/S-809 TYP13.
2" RECESS FOR ADA SHOWERS COORDINATE W/ ARCH DWGS12.
DWGS
2" RECESS FOR WALK-OFF MATS COORDINATE W/ INTERIOR 11.
1'-0"x1'-4" CONC COL A1/S-53110.
4'-0" SQ x 1'-6" THICK FTG W/ #6@12" EW BOTTOM T.O. FTG 30.009.
16"x16" CMU PILASTER C3/S-5318.
16"x16" CMU PILASTER D4/S-5317.
16"x16" CMU PILASTER D3/S-5316.
CONC EQPT PAD TYPE "E" A1/S-805 TYP5.
FLOOR DRAIN C2/S-807 TYP4.
12" CMU WALL3.
TOC EL 31.002.
8" CMU WALL1.
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SCALE:
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SHEET
NAVFAC DRAWING NO.
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M M
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M D
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C R
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N D
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A P
P R
DRAWFORM REVISION: 31 JANUARY 2017
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
D
N O
T P
O
IN
T W
A T
E R T
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Suite 214 Raleigh, NC 27604 3120 Highwoods Blvd, 04/22/2021
S-135
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SCALE 3/32"=1'-0" 0 8' 32'16'
GENERAL SHEET NOTES
A1
S-331
A1
S-331
S-334
A1
A N A
T E
L E
V A
T
IO
N
.0
PLAN AT ELEVATION 61.00
1TYP OF 7
TYP OF 8
27'-9"22'-8"22'-8"22'-8"22'-8"14'-6"
1'-0" 2'-6" 1'-0"2'-8"
2'-6" 24'-7"
154'-0"
27'-0"22'-8"22'-8"22'-8"22'-8"22'-8"14'-6"
17'-8"
A1
S-333
PRECAST HOLLOW CORE PLANKS
T.O.W EL 53.007.
T.O.W EL 52.836.
T.O. HOLLOW CORE PRECAST PLANK EL 53.835.
CONC CORBEL A3/S-531 SIM4.
CONC COL B1/S-5313.
CONC CORBEL A3/S-5312.
BY CRANE MFR
OVERHEAD BRIDGE CRANE RUNWAY SYSTEM1.
336 704
12771971
2. OVERHEAD BRIDGE CRANE DESIGN CAPACITY = 5 TON.
DRAWINGS G-008 THROUGH G-012.
1. FOR GENERAL STRUCTURAL NOTES, SEE
IN
PRIOR TO FABRICATION.
CONTRACTOR SHALL COORDINATE PENETRATIONS K.
INTO HOLLOW PLANK CELLS.
100 LB FACTORED LOAD FOR ANCHORS INSTALLED
THE LESSER OF THE ICC-ES RATED CAPACITY, OR A
THAT CONCRETE ANCHOR LOADS DO NOT EXCEED
ATTACHMENTS SHALL BE PROPORTIONED SUCH
STILL PERFORM AS REQUIRED. HANGERS AND
THE PRECAST ENGINEER INDICATING THE UNIT CAN
REPLACEMENT OF THE UNIT, OR CERTIFICATION BY
TO REINFORCING OR STRAND WILL REQUIRE
PLANK REINFORCING AND STRAND. ANY DAMAGE
ANCHORS, TAKING CARE TO AVOID DAMAGE TO
ATTACHED WITH ICC-ES CERTIFIED CONCRETE
ITEMS SUSPENDED FROM PLANKS SHALL BE J.
PLATES AT EACH END.
EACH PLANK SHALL HAVE A MINIMUM OF TWO WELD I.
RESIST A FACTORED SHEAR FORCE OF 6,000 LB
4'-0" OC MAX WITH SUFFICIENT STRENGTH TO
OR
RESIST A FACTORED SHEAR FORCE OF 3,000 LB
2'-0" OC MAX WITH SUFFICIENT STRENGTH TO
BE DESIGNED AS FOLLOWS:
WELD PLATES AT PLANK END CONNECTIONS SHALL H.
75 PSF MAXWEIGHT:
161 IN³ PER FT MINSECTION MODULUS (S):
PER FT MIN805 MOMENT OF INERTIA (I):
64 IN² PER FT MINAREA (A):
PROPERTIES:
PLANKS SHALL HAVE THE FOLLOWING STRUCTURAL G.
THESE DRAWINGS.
PERMITTED UNLESS SPECIFICALLY SHOWN IN
FIELD-MODIFICATION OF PLANKS SHALL NOT BE F.
PLANK KEYWAYS SHALL BE FULLY GROUTED.E.
MNL-116.
BE THE MORE STRINGENT OF ACI 318 AND PCI
FABRICATION AND ERECTION TOLERANCES SHALL D.
NOT EXCEED 3/4 INCH.
DIFFERENTIAL IN ANY TWO ADJACENT UNITS SHALL
SHALL NOT EXCEED +2 INCH/ -1 INCH. CAMBER
CAMBER AT ERECTION, INCLUSIVE OF TOLERANCE, C.
SUPERIMPOSED LIVE LOAD OF 40 PSF.
PLANKS SHALL BE DESIGNED FOR AN UN-FACTORED B.
DESIGNED BY THE PRECAST MANUFACTURER.
PLANKS AND ANCHORED WELD PLATES SHALL BE A.
No 76468
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SEAL
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S-136
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GENERAL SHEET NOTES SHEET KEYNOTES
ROOF FRAMING PLAN
A1
S-331
A1
S-331
S-332
B1
98'-0"162'-0" 1'-6"
1'-6" TYP
MAX
10'-0"
24'-8"
MAX
4'-0"
B1
S-335
B1
S-335
A1
S-333
A1
S-335
15 16 15 17
R
ID
G E
R
ID
G E
R
ID
G E
EQEQ
/2
/2
8"
8"
S-533
A1
S-533
W21x44 TST EL 43.0012.
TUBULAR DAYLIGHT SEE ARCH DWGS11.
STEEL TRUSS RIDGE CONN A1/S-81710.
D4/S-813
STEEL DECK TO WALL CONN BETWEEN ROOF TRUSSES 9.
BEARING LINES
WALLS AND STEEL BEAMS BELOW AND ALONG THE TRUSS
(UNFACTORED) FROM THE ROOF DECK DIAPHRAM TO CMU
CONNECTIONS SHALL BE DESIGNED TO TRANSFER 500 PLF
TRUSS BEARING LINE. PERMANENT STABILITY BRACING AND 8.
ROOF DECK OPENING A1/S-813 TYP OF 107.
CRITERIA ON S-137
PRE-ENGINEERED OPEN WEB STEEL TRUSSES, SEE DESIGN 6.
1 1/2" B-TYPE ROOF DECK, SEE ATTACHMENT SCHEDULE S-1375.
TOW EL 43.004.
3" N-TYPE ROOF DECK, SEE ATTACHMENT SCHEDULE S-137 3.
CRITERIA ON S-137
PRE-ENGINEERED COLD-FORMED STEEL TRUSS, SEE DESIGN 2.
TOW EL 60.331.
337 704
12771972
DRAWINGS G-008 THROUGH G-012.
1. FOR GENERAL STRUCTURAL NOTES, SEE
262'-2"
TRUSS CONNECTION D4/S-532 TYP AT LOW ROOF28.
TRUSS CONNECTION C3/S-532 TYP AT HIGH ROOF27.
TRUSS TOP CHORD LOW BY 2 1/2" C1/S-53226.
4'-0" TO ALIGN W/ DECK FLUTES
2.5K JOIST SUBSTITUTE @ 25.
COORDINATE W/ DAYLIGHT MFR24.
W10x30 TST EL 43.0023.
COLD-FORMED STEEL TRUSS RIDGE CONN A1/S-81722.
COLD-FORMED STEEL HIP TRUSSES21.
COLD-FORMED STEEL FLAT TOP GIRDER TRUSS20.
COLD-FORMED STEEL GIRDER TRUSS19.
COLD-FORMED STEEL OVER-FRAMING18.
COLD-FORMED STEEL JACK TRUSSES17.
COLD-FORMED STEEL FLAT TOP TRUSSES16.
COLD-FORMED STEEL ROOF TRUSSES15.
1'-0"x1'-4" CONC COL BELOW14.
CONC BEAM A5/S-53113.
BETWEEN THESE TRUSS ENDS
DO NOT INSTALL THE 3/16 BENT PLATE DETAILED AT D4/S-813 32.
COLD-FORMED STEEL TRUSS OVERHANGS
CONT COLD-FORMED STEEL FASCIA D4/S-532, TYP AT 31.
CONT BENT PL AND COLD-FORMED STEEL FASCIA C1/S-53230.
CONT BENT PL FASCIA C3/S-53229.
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NAVFAC DRAWING NO.
N A
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CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
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N O
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GENERAL SHEET NOTES
O F P
R E
S S
U R
E S D
IA
G R
A M A
N D N
O T
ROOF TRUSS NOTES:
NTS
STEEL DECK & ATTACHMENT SCHEDULE
3 4
SHEET
NO PER
DEPTH
WIDTH
PANEL
THICKNESS
DESIGN
Fy (ksi)
STRENGTH
MIN YIELD
FINISH
AT SIDELAPS
G-90
GALV,
4003318 GA36"1.5"
TYPE TYPE TYPE SPACINGSPACING
0.3270.318
SUPPORTS
AT PARALLEL
SUPPORTS
AT PERPENDICULAR
S (in /ft)
MIN (+)
I (in /ft)
MIN (-)
SCREW
#12 TEK
SCREW
#12 TEK
SCREW
#12 TEK
NOTES:
= III
= 151 MPH
G-90
GALV,
7003318 GA24" 1.4300.6883" 18"
WELD
PUDDLE
5/8"
WELD
PUDDLE
5/8"
6"
PORTION PORTION
TREATMENT OPERATIONS
3c
3r
3r
3c 3c
3r
3r
3c
2c
2r
2r
2c
2n
2n 2n
2n
10'-6"
10'-6"
2e
2e
2e
2e
2e1
LOCATION
OPERATIONS
TREATMENT 12"
18"
ROOF WIND ZONES
3. NEGATIVE PRESSURES ACT AWAY FROM SURFACE.
2. POSITIVE PRESSURES ACT TOWARDS SURFACE.
ENCLOSED - OPERATIONS
ENCLOSURE CLASSIFICATION: PARTIALLY ENCLOSED - TREATMENTC.
RISK CATEGORYB.
ULTIMATE WIND SPEEDA.
1. ULTIMATE PRESSURES SHOWN BASED ON:
HOW TO REINFORCE TRUSSES, IF NECESSARY, AT SUSPENDED LOADS.
SUPPORT OF EQUIPMENT TO THE STRUCTURE. TRUSS TRUSS SHOP DRAWINGS SHALL IDENTIFY
CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN OF THE VERTICAL AND LATERAL 7.
REQUIREMENTS PRIOR TO TRUSS FABRICATION.
CONTRACTOR SHALL VERIFY AND COORDINATE EQUIPMENT WEIGHTS, LOCATIONS, AND ATTACHMENT6.
AND ANY LOADS FROM THE CONTRACTOR’S OPERATION.
DESIGN, WHICH WOULD BE INCLUDED IN COMMON PRACTICE, INCLUDING LOADS FROM EQUIPMENT
SHALL BE REVIEWED AND ANY DEAD LOADS INFERRED BY THE PLANS SHALL BE INCLUDED IN THE
BE CONSTRUED TO BE ALL THE DEAD LOAD LOADS THAT COULD BE ON THE MEMBERS. THE DRAWINGS
THE SUPERIMPOSED ROOF DEAD LOADS INDICATED ARE A MINIMUM DESIGN LOAD BUT SHALL NOT5.
900 LB - COLD-FORMED STEEL TRUSSES
8,000 LB - OPEN WEB STEEL TRUSSES
OUT-OF-PLANE WALL WIND LOAD:
TRUSS END CONNECTIONS AND BOTTOM CHORDS SHALL BE DESIGNED FOR THE FOLLOWING
WIND LOADS: SEE DESIGN CRITERIA ON G-005A AND COMPONENT AND CLADDING PRESSURE DIAGRAM.
REACTIONS FROM EXHAUST STACK GUY WIRES SUPPORTS.F.
= 10 PSF(BOTTOM CHORD)MISCELLANEOUSE.
ANY PANEL POINT (BOTTOM CHORD)
= 5 PSF AND 500LBS POINT LOAD AT MECH/ELEC/PIPINGD.
= 2 PSF (TOP CHORD)RIGID INSULATIONC.
= 5 PSF (TOP CHORD)STEEL DECKB.
= 7 PSF (TOP CHORD)ROOFINGA.
SUPERIMPOSED ROOF DEAD LOAD
= 20 PSFSUPERIMPOSED ROOF LIVE LOAD
TRUSS MANUFACTURER SHALL DESIGN THE TRUSSES FOR THE FOLLOWING LOADS:4.
STEEL JOISTS, DLH-SERIES.
WITH THE STEEL JOIST INSTITUTE STANDARD SPECIFICATION FOR DEEP LONGSPAN
OPEN WEB STEEL TRUSSES SHALL BE DESIGNED, FABRICATED AND ERECTED IN ACCORDANCE3.
AND THE NORTH AMERICAN STANDARD FOR COLD-FORMED STEEL FRAMING TRUSS DESIGN.
ACCORDANCE WITH THE STANDARD SPECIFICATIONS OF THE AMERICAN IRON AND STEEL INSTITUTE
COLD FORMED STEEL ROOF TRUSSES SHALL BE DESIGNED, FABRICATED AND ERECTED IN2.
PRIOR TO FABRICATION.
DRAWINGS SHALL BE SEALED BY CIVIL OR STRUCTURAL ENGINEER AND SUBMITTED FOR APPROVAL
ROOF TRUSSES SHALL BE DESIGNED BY THE TRUSS MANUFACTURER. CALCULATIONS AND SHOP1.
SUBMIT ANY ALTERNATIVE MANUFACTURER'S SPECIFIC CONNECTIONS FOR ENGINEER'S REVIEW.
AND VERIFIED BY ROOF TRUSS MANUFACTURER'S REGISTERED ENGINEER. MANUFACTURER SHALL
12. UPLIFT LOAD, CONNECTIONS, TRUSS MEMBERS, BOUNDARY MEMBERS, ETC. SHALL BE DESIGNED
BRACING SHALL EXTEND TO WALLS.
RECOMMENDED BY THE TRUSS MANUFACTURER, UNLESS SPECIFICALLY INDICATED OTHERWISE.
MANUFACTURER’S STANDARDS. PERMANENTLY BRACE BOTTOM CHORDS AT SPACING
TRUSS BRIDGING, BOTTOM CHORD BRACING, AND OTHER ACCESSORIES SHALL BE PER THE 11.
PLATE. CALCULATIONS SHALL BE STAMPED AND SIGNED BY A CIVIL OR STRUCTURAL ENGINEER.
FOR ALL TYPES OF TRUSSES, BLOCKING MEMBERS, AND FASTENERS TO DECK AND WALL TOP
SUBMIT CALCULATIONS, PRODUCT DATA, MATERIAL PROPERTIES, CONNECTION DETAILS, ETC., 10.
DRAWINGS AND SUBMITTED FOR REVIEW.
CAMBER TRUSSES FOR DEAD LOAD DEFLECTION. CAMBER SHALL BE SHOWN ON THE SHOP 9.
WHICHEVER IS GREATER, WHERE L IS THE TRUSS SPAN LENGTH.
TRUSSES SHALL BE DESIGNED FOR A TOTAL LOAD MAXIMUM DEFLECTION OF L/240 OR 2 INCHES, 8.
TO REDUCE WIND UPLIFT LOADS.
MECHANICAL, ELECTRICAL, SUPERIMPOSED, AND MISCELLANEOUS LOADS SHALL NOT BE USED 7.
338 704
12771973
DRAWINGS G-008 THROUGH G-012.
1. FOR GENERAL STRUCTURAL NOTES, SEE
OPERATIONS WALLS
< 10 SF > 500 SF
NEG POS NEG POS POSNEG POS NEG
< 10 SF > 500 SF
78.8 63.5 39.853.3-83.9ZONE 4 -68.6 -57.7 -44.2
63.5 39.853.3-99.1ZONE 5 -68.6 -71.3 -44.2
ULTIMATE WIND PRESSURE (PSF)
TREATMENT WALLS
CAPACITY (lbs/ft)
SHEAR
DIAPHRAGM
ALLOWABLE
MIN
SCREW
#12 TEK
GFS
78.8
AREA
ROOF
<10 FT
EFF. AREA
-129.6 PSF
-211.0 PSF
20 FT
EFF. AREA
-129.6 PSF
100 FT
EFF. AREA
-53.4 PSF
-53.4 PSF
>250 FT
EFF. AREA
-183.4PSF -119.5 PSF
55.2 PSF 43.2 PSF 43.2 PSF
COMPONENT AND CLADDING ROOF PRESSURE (STRENGTH LEVEL)
NEGATIVE ZONE 3r
POSITIVE ALL ZONES
-180.5 PSF -158.6 PSF -107.7 PSF -78.8 PSF
51.6 PSF
<2 FT
EFF. AREA
63.5 PSF
NEGATIVE ZONE 1/2e -129.6 PSF
NEGATIVE ZONE 2n/2r/3e -180.5 PSF
-211.0 PSF -119.5 PSF
TREATMENT ROOF
AREA
ROOF
<10 FT
EFF. AREA
-81.9 PSF
-104.1 PSF
20 FT
EFF. AREA
-81.9 PSF
100 FT
EFF. AREA
-68.7 PSF
-68.7 PSF
>200 FT
EFF. AREA
-96.9 PSF -73.1 PSF
55.4 PSF 37.6 PSF 37.6 PSF
COMPONENT AND CLADDING ROOF PRESSURE (STRENGTH LEVEL)
NEGATIVE ZONE 1
POSITIVE ALL ZONES
NEGATIVE ZONE 2r -130.7 PSF -119.4 PSF -93.2 PSF -81.9 PSF
50.0 PSF
-80.3PSF
OVERHANGS: -172.8 PSF -129.6 PSF
-211.0 PSF
-129.6 PSF -53.4 PSF -53.4 PSF
-183.4PSF -119.5 PSFOVERHANG ZONE 3e
-180.5 PSF -158.6 PSF -107.7 PSF -78.8 PSF
OVERHANG ZONE 1/2e -129.6 PSF
-180.5 PSF
-211.0 PSF -119.5 PSF
TREATMENT ROOF (OVERHANG)
-211.0 PSF -183.4PSF -119.5 PSFOVERHANG ZONE 3r -211.0 PSF -119.5 PSF
OVERHANG ZONE 2n/2r
7'-7"
7'-7"7'-7"
7'-7"
7'-7"
7' -7 7' -7
7' -7 7' -7
7' -7 7' -7 "2r
2r
2r
2r
2r
2r
2r2r
2r 2r
2r
2r
2r
NEGATIVE ZONE 2e/3
COMPONENT AND CLADDING ROOF PRESSURE (STRENGTH LEVEL)
OPERATIONS ROOF
STATE OF
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GENERAL SHEET NOTES
SHEET KEYNOTES
0 8' 32'16'
LOWER TRENCH PLAN
O
W E
R T
R E
N C
H P
L A
N
SCALE 1/8"=1'-0"
156'-8"
8'-0"8'-8"14'-0"8'-8"14'-0"8'-8"14'-0"8'-8"14'-0"8'-8"46'-8"
A1
S-331
A1
S-331
22'-8"22'-8"22'-8"22'-8"
T Y
P
C1
S-531
44'-3"
4'-6"
C1
S-339
1'-10" 1'-8"
1'-0" 8" TYP
339 704
12771974
WALL CORNER REINF A1/S-803 TYP7.
PIPE ENCASEMENT C3/S-804 TYP6.
TOC EL 25.58 HP5.
TOC EL 19.504.
TOC EL 25.50 LP3.
CHEMICAL RESISTANT COATING FOR SUMP INTERIOR2.
GS-3 SUPPORT
8'-0" DEEP SUMP W/ FRP GRTG AND1.
JOINT = 40'-0"
MAXIMUM SPACING FOR BASE SLAB
FOR BASE SLAB CONSTRUCTION JOINT.
SPACING REQUIREMENTS. SEE A1/S-801
APPROVAL. SEE C1/S-802 FOR WALL JOINT
CONSTRUCTION JOINT LOCATION FOR
3. CONTRACTOR SHALL SUBMIT CONCRETE
C1/S-804, AND C3/S-804.
LIMITS OF FOUNDATION PER A4/S-803,
AREA EXTENDING MINIMUM 5'-0" BEYOND
2. ENCASE PIPES BELOW FOUNDATION AND
DRAWINGS G-008 THROUGH G-012.
1. FOR GENERAL STRUCTURAL NOTES, SEE
No 76468
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D E
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A
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A
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SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
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A P
P R
DRAWFORM REVISION: 31 JANUARY 2017
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
D
N O
T P
O
IN
T W
A T
E R T
R E
A T
M E
N T P
L A
N T R
E P
L A
C E
M E
N T
M A
R
R
J E
U N
E J
A C
K S
O N
V
IL
L E
N
Suite 214 Raleigh, NC 27604 3120 Highwoods Blvd, 04/22/2021
S-331
F
IL
E N
A M
E
P L
O T D
A T
E
P L
O T T
IM
E
P
L O
T D
A T
E P
L O
T T
IM
E P -S -3
.d g n
S T
R U
C T
U R
A L
AS NOTED
S E
C T
IO
N
O P
E R
A T
IO
N S A
N D T
R E
A T
M E
N T B
U
IL
D
IN
G
GENERAL SHEET NOTES
A1
SECTION
SCALE 3/16"=1'-0" 8'0 4' 16'
12 12
TOC EL 33.33
3.53.5
T.O. PRECAST EL SEE DWG S-135
DWG S-133
TOC EL SEE
DWG S-138
TOC EL SEE
DWG S-136
TOC EL SEE
A1
S-337
A1
S-336
S-138
S-136
S-133
340 704
12771975
DRAWINGS G-008 THROUGH G-012.
1. FOR GENERAL STRUCTURAL NOTES, SEE
EJA
R E
E
NI
G
NE LANOI
S S
E
F O
R P
ADIROL
F
ESNECIL R
E
O
ME
KE
OK SREILLIVED OC
C
V A
L F
A C
IL
IT
IE
S E
N G
IN
E E
R
IN
G S
T S
T E
M S C
O M
M A
N D
M
ID
L A
R E
N O
R F
O L
K
V
IR
G
CHIEF ENG/ARCH
FIRE PROTECTION
D E
P A
R T
M E
V Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V
C
IL
IT
G
IN
E E
R
S
T E
M M
A N
D
DES DRW
S Y
M D
E S
C R
IP
T
IO
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
D
N O
T P
O
IN
T W
A T
E R T
R E
A T
M E
N T P
L A
N T R
E P
L A
C E
M E
N T
M A
R
R
J E
U N
E J
A C
K S
O N
V
IL
L E
N
Suite 214 Raleigh, NC 27604 3120 Highwoods Blvd, 04/22/2021
S-332
F
IL
E N
A M
E
P L
O T D
A T
E
P L
O T T
IM
E
P
L O
T D
A T
E P
L O
T T
IM
E P -S -3
.d g n
S T
R U
C T
U R
A L
AS NOTED
S E
C T
IO
N
O P
E R
A T
IO
N S A
N D T
R E
A T
M E
N T B
U
IL
D
IN
G
B1
SECTION
SCALE 3/16"=1'-0" 8'0 4' 16'
DWG S-136
TOC EL SEE
DWG S-136
TOC EL SEE
DWG S-134
TOC EL SEE
S-136
S-134
S-133
A5
S-531
S-339
C3C1
S-338
SIM
6 6
4 5
HSS COL, SEE PLANS8.
W10x30 TST EL 43.007.
2" SLAB RECESS FOR WALK OFF MATS6.
LINTEL REINF A1/S-8095.
VENEER LINTEL C4/S-8094.
TRUSS CONNECTION TO CMU WALL BY TRUSS MFR3.
ROOF DECK, SEE PLANS2.
COLD-FORMED STEEL TRUSSES1.
C1
S-532
A2
S-532
C4
S-532
C4
S-532
SIM
341 704
12771976
DRAWINGS G-008 THROUGH G-012.
1. FOR GENERAL STRUCTURAL NOTES, SEE
EJA
R E
E
NI
G
NE LANOI
S S
E
F O
R P
ADIROL
F
ESNECIL R
E
O
ME
KE
OK SREILLIVED OC
C
V A
L F
A C
IL
IT
IE
S E
N G
IN
E E
R
IN
G S
T S
T E
M S C
O M
M A
N D
M
ID
L A
R E
N O
R F
O L
K
V
IR
G
CHIEF ENG/ARCH
FIRE PROTECTION
D E
P A
R T
M E
V Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V
C
IL
IT
G
IN
E E
R
S
T E
M M
A N
D
DES DRW
S Y
M D
E S
C R
IP
T
IO
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
D
N O
T P
O
IN
T W
A T
E R T
R E
A T
M E
N T P
L A
N T R
E P
L A
C E
M E
N T
M A
R
R
J E
U N
E J
A C
K S
O N
V
IL
L E
N
Suite 214 Raleigh, NC 27604 3120 Highwoods Blvd, 04/22/2021
S-333
F
IL
E N
A M
E
P L
O T D
A T
E
P L
O T T
IM
E
P
L O
T D
A T
E P
L O
T T
IM
E P -S -3
.d g n
S T
R U
C T
U R
A L
AS NOTED
S E
C T
IO
N
O P
E R
A T
IO
N S A
N D T
R E
A T
M E
N T B
U
IL
D
IN
G
A1
SECTION
DWG S-135
DWG S-136
TOC EL SEE
DWG S-132
TOC EL SEE
S-136
S-135
S-132 SCALE 3/8"=1'-0" 4'0 2' 8'
LAP
C1
S-532
2'-0"2'-4"
6'-0"
8"1'-0"
S-532
A1
TOC EL 33.67
S-533
C1
342 704
12771977
DRAWINGS G-008 THROUGH G-012.
1. FOR GENERAL STRUCTURAL NOTES, SEE
#5@12" EW EF7.
WALL BASE CONST JT D4/S-802 TYP6.
10" PRECAST HOLLOW CORE PLANK5.
#8@12"4.
7- #6 CONT3.
#6@12" EW TOP AND BOTTOM2.
#6@12" EW EF1.
No 76468
R E
E
NI
G
NE LANOI
S S
E
F O
R P
ADIROL
F
ESNECIL R
E
O
ME
KE
OK SREILLIVED OC
C
V A
L F
A C
IL
IT
IE
S E
N G
IN
E E
R
IN
G S
T S
T E
M S C
O M
M A
N D
M
ID
L A
R E
N O
R F
O L
K
V
IR
G
CHIEF ENG/ARCH
FIRE PROTECTION
D E
P A
R T
M E
V Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V
C
IL
IT
G
IN
E E
R
S
T E
M M
A N
D
DES DRW
S Y
M D
E S
C R
IP
T
IO
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
D
N O
T P
O
IN
T W
A T
E R T
R E
A T
M E
N T P
L A
N T R
E P
L A
C E
M E
N T
M A
R
R
J E
U N
E J
A C
K S
O N
V
IL
L E
N
Suite 214 Raleigh, NC 27604 3120 Highwoods Blvd, 04/22/2021
S-334
F
IL
E N
A M
E
P L
O T D
A T
E
P L
O T T
IM
E
P
L O
T D
A T
E P
L O
T T
IM
E P -S -3
.d g n
S T
R U
C T
U R
A L
AS NOTED
S E
C T
IO
N
O P
E R
A T
IO
N S A
N D T
R E
A T
M E
N T B
U
IL
D
IN
G
A1
SECTION
DWG S-133
TOC EL SEE
SCALE 3/8"=1'-0" 4'0 2' 8'
S-136
S-135
S-133
DWG S-135
T.O. PRECAST EL SEE
7 7
2 4
2'-4"
6'-0"
2'-0" 1'-0"8"
A2
S-532
C1
S-533 S-533
C4
TOC EL 33.67 TOC EL 33.67
C1
S-533
S-532
C1
LAP
2 LAYERS ROOFING PAPER10.
PFJ9.
OPENING REINF C1/S-8038.
#5@12" EW EF7.
WALL BASE CONST JT D4/S-802 TYP6.
10" PRECAST HOLLOW CORE PLANK5.
#8@12"4.
7- #6 CONT3.
#6@12" EW TOP AND BOTTOM2.
#6@12" EW EF1.
9 10
343 704
12771978
DRAWINGS G-008 THROUGH G-012.
1. FOR GENERAL STRUCTURAL NOTES, SEE
No 76468
R E
E
NI
G
NE LANOI
S S
E
F O
R P
ADIROL
F
ESNECIL R
E
O
ME
KE
OK SREILLIVED OC
C
V A
L F
A C
IL
IT
IE
S E
N G
IN
E E
R
IN
G S
T S
T E
M S C
O M
M A
N D
M
ID
L A
R E
N O
R F
O L
K
V
IR
G
CHIEF ENG/ARCH
FIRE PROTECTION
D E
P A
R T
M E
V Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V
C
IL
IT
G
IN
E E
R
S
T E
M M
A N
D
DES DRW
S Y
M D
E S
C R
IP
T
IO
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
D
N O
T P
O
IN
T W
A T
E R T
R E
A T
M E
N T P
L A
N T R
E P
L A
C E
M E
N T
M A
R
R
J E
U N
E J
A C
K S
O N
V
IL
L E
N
Suite 214 Raleigh, NC 27604 3120 Highwoods Blvd, 04/22/2021
S-335
F
IL
E N
A M
E
P L
O T D
A T
E
P L
O T T
IM
E
P
L O
T D
A T
E P
L O
T T
IM
E P -S -3
.d g n
S T
R U
C T
U R
A L
AS NOTED
S E
C T
IO
N
O P
E R
A T
IO
N S A
N D T
R E
A T
M E
N T B
U
IL
D
IN
G
B1
SECTION
SCALE 3/16"=1'-0" 8'0 4' 16'
A1
S-338
A2
S-338
A1
S-338
C1
S-338
S-136
S-134
2 222
TRUSS BEARING LINE2.
COLD-FORMED STEEL TRUSSES1.
SIM, FOOTING CENTERED BELOW WALL
344 704
12771979
DRAWINGS G-008 THROUGH G-012.
1. FOR GENERAL STRUCTURAL NOTES, SEE
No 76468
R E
E
NI
G
NE LANOI
S S
E
F O
R P
ADIROL
F
ESNECIL R
E
O
ME
KE
OK SREILLIVED OC
C
V A
L F
A C
IL
IT
IE
S E
N G
IN
E E
R
IN
G S
T S
T E
M S C
O M
M A
N D
M
ID
L A
R E
N O
R F
O L
K
V
IR
G
CHIEF ENG/ARCH
FIRE PROTECTION
D E
P A
R T
M E
V Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V
C
IL
IT
G
IN
E E
R
S
T E
M M
A N
D
DES DRW
S Y
M D
E S
C R
IP
T
IO
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
D
N O
T P
O
IN
T W
A T
E R T
R E
A T
M E
N T P
L A
N T R
E P
L A
C E
M E
N T
M A
R
R
J E
U N
E J
A C
K S
O N
V
IL
L E
N
Suite 214 Raleigh, NC 27604 3120 Highwoods Blvd, 04/22/2021
S-336
F
IL
E N
A M
E
P L
O T D
A T
E
P L
O T T
IM
E
P
L O
T D
A T
E P
L O
T T
IM
E P -S -3
.d g n
S T
R U
C T
U R
A L
AS NOTED
S E
C T
IO
N
O P
E R
A T
IO
N S A
N D T
R E
A T
M E
N T B
U
IL
D
IN
G
GENERAL SHEET NOTES
SHEET KEYNOTES
SCALE 3/8"=1'-0"S-331 4'0 2' 8'
DWG S-136
TOC EL SEE
TOC EL 33.33
DWG S-133
TOC EL SEE
LAP
NOTE 2
TOC EL 53.00
2'-0"2'-4"
6'-0"
8"1'-0"
S-533
C2
S-532
C5
S-532
C3
#5@12" EW10.
OPENING REINF B3/S-8029.
ADDL REINF CNTR BELOW WALL
#6@12"x10'-0" TOP AND BOTTOM8.
1'-10"x1'-10 CONC PILASTER B1/S-5317.
WALL BASE CONST JT D4/S-802 TYP6.
10" PRECAST HOLLOW CORE PLANK5.
#8@12"4.
5- #6 CONT3.
#6@12" EW TOP AND BOTTOM2.
#6@12" EW EF1.
345 704
12771980
COORDINATED WITH BRIDGE CRANE SUBMITTAL.
2. CONCRETE COLUMN ELEVATION MUST BE
DRAWINGS G-008 THROUGH G-012.
1. FOR GENERAL STRUCTURAL NOTES, SEE
EJA
R E
E
NI
G
NE LANOI
S S
E
F O
R P
ADIROL
F
ESNECIL R
E
O
ME
KE
OK SREILLIVED OC
C
V A
L F
A C
IL
IT
IE
S E
N G
IN
E E
R
IN
G S
T S
T E
M S C
O M
M A
N D
M
ID
L A
R E
N O
R F
O L
K
V
IR
G
CHIEF ENG/ARCH
FIRE PROTECTION
D E
P A
R T
M E
V Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V
C
IL
IT
G
IN
E E
R
S
T E
M M
A N
D
DES DRW
S Y
M D
E S
C R
IP
T
IO
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
D
N O
T P
O
IN
T W
A T
E R T
R E
A T
M E
N T P
L A
N T R
E P
L A
C E
M E
N T
M A
R
R
J E
U N
E J
A C
K S
O N
V
IL
L E
N
Suite 214 Raleigh, NC 27604 3120 Highwoods Blvd, 04/22/2021
S-337
F
IL
E N
A M
E
P L
O T D
A T
E
P L
O T T
IM
E
P
L O
T D
A T
E P
L O
T T
IM
E P -S -3
.d g n
S T
R U
C T
U R
A L
AS NOTED
O P
E R
A T
IO
N S A
N D T
R E
A T
M E
N T B
U
IL
D
IN
G
GENERAL SHEET NOTES
SHEET KEYNOTES
SCALE 3/8"=1'-0"S-331
DWG S-133
TOC EL SEE
2 2
LAP LAP
4'0 2' 8'
DWG S-138
TOC EL SEE
DWG S-138
TOC EL SEE
DWG S-136
TOC EL SEE
S E
C T
IO
N
NOTE 2
T.O. CORBEL EL 53.00
T.O. OPNG EL 54.00
L A
P
S-532
C3
6'-0"
2'-0" 1'-0"8" 2'-4"
LAP
PIPE ENCASEMENT C3/S-80412.
VENEER LEDGE C4/S-809 SIM11.
DOOR OPENING EA SIDE
3- #8 EXTEND A LAP LENGTH BEYOND10.
#8@12"9.
7- #6 CONT8.
WALL BASE CONST JT D4/S-802 TYP7.
OPENING REINF B3/S-8024.
CONC CORBEL A3/S-5313.
#6@12" EW EF2.
#6@12" EW TOP AND BOTTOM1.
346 704
12771981
COORDINATED WITH BRIDGE CRANE SUBMITTAL.
2. CONCRETE CORBEL ELEVATION MUST BE
DRAWINGS G-008 THROUGH G-012.
1. FOR GENERAL STRUCTURAL NOTES, SEE
No 76468
R E
E
NI
G
NE LANOI
S S
E
F O
R P
ADIROL
F
ESNECIL R
E
O
ME
KE
OK SREILLIVED OC
C
V A
L F
A C
IL
IT
IE
S E
N G
IN
E E
R
IN
G S
T S
T E
M S C
O M
M A
N D
M
ID
L A
R E
N O
R F
O L
K
V
IR
G
CHIEF ENG/ARCH
FIRE PROTECTION
D E
P A
R T
M E
V Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V
C
IL
IT
G
IN
E E
R
S
T E
M M
A N
D
DES DRW
S Y
M D
E S
C R
IP
T
IO
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
D
N O
T P
O
IN
T W
A T
E R T
R E
A T
M E
N T P
L A
N T R
E P
L A
C E
M E
N T
M A
R
R
J E
U N
E J
A C
K S
O N
V
IL
L E
N
Suite 214 Raleigh, NC 27604 3120 Highwoods Blvd, 04/22/2021
S-338
F
IL
E N
A M
E
P L
O T D
A T
E
P L
O T T
IM
E
P
L O
T D
A T
E P
L O
T T
IM
E P -S -3
.d g n
S T
R U
C T
U R
A L
AS NOTED
O P
E R
A T
IO
N S A
N D T
R E
A T
M E
N T B
U
IL
D
IN
G
GENERAL SHEET NOTES
SHEET KEYNOTES
C1
SCALE 3/8"=1'-0"S-335
E
C T
IO
N S
4'0 2' 8'
DWG S-134
TOC EL SEE
A1
SECTION
SCALE 3/8"=1'-0"S-335 4'0 2' 8'
A2
SECTION
SCALE 3/8"=1'-0"S-335 4'0 2' 8'
DWG S-134
TOC EL SEE
DWG S-136
TOW EL SEE
8" 2'-0"2'-4"
5'-0"
2'-0"1'-8"1'-4"
5'-0"
DWG S-136
TOW EL SEE
L A
P
L A
P
5'-0"
DWG S-134
TOC EL SEE
3'-8" 1'-4"
DWG S-136
TOW EL SEE
S-532
D4
S-532
D4
/2
C L
R
/2
C L
R
11 10
C2
SECTION
SCALE 3/8"=1'-0" 4'0 2' 8'
C4
SECTION
SCALE 3/8"=1'-0" 4'0 2' 8'
S-133
S-132
S-133
S-132
3"
DWG S-132 AND S-133
TOC EL SEE
14 14
DWG S-132 AND S-133
TOC EL SEE
20 22
347 704
12771982
DRAWINGS G-008 THROUGH G-012.
1. FOR GENERAL STRUCTURAL NOTES, SEE
10" CONC WALL (BEYOND)22.
12" CONC WALL (BEYOND)21.
THRU PLATFORM D4/S-802 SIM
CONTINUE WALL BASE CONST JT20.
MAT SLAB PROFILE (BEYOND)19.
#6@12" EW WALL REINF18.
#6@12"17.
#5@12" ADHESIVE DOWELS W/ 4" EMBED16.
#5@12"15.
CONTRACTOR DESIGNED FRP STAIR AND RAILING14.
LINTEL REINF A1/S-80913.
VENEER LINTEL C4/S-80912.
TRUSS CONNECTION TO CMU WALL BY TRUSS MFR11.
COLD-FORMED STEEL TRUSS10.
12" CMU WALL, FULLY GROUTED, TYP AT EXTERIOR CMU WALLS9.
8" CMU WALL, FULLY GROUTED8.
PJF7.
#5@12" EW6.
6 - #6 CONT5.
#6@24"4.
2 - #6 CONT3.
#6@12" 2.
#6@18" EW 1.
EJA
R E
E
NI
G
NE LANOI
S S
E
F O
R P
ADIROL
F
ESNECIL R
E
O
ME
KE
OK SREILLIVED OC
C
V A
L F
A C
IL
IT
IE
S E
N G
IN
E E
R
IN
G S
T S
T E
M S C
O M
M A
N D
M
ID
L A
R E
N O
R F
O L
K
V
IR
G
CHIEF ENG/ARCH
FIRE PROTECTION
D E
P A
R T
M E
V Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V
C
IL
IT
G
IN
E E
R
S
T E
M M
A N
D
DES DRW
S Y
M D
E S
C R
IP
T
IO
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
D
N O
T P
O
IN
T W
A T
E R T
R E
A T
M E
N T P
L A
N T R
E P
L A
C E
M E
N T
M A
R
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U N
E J
A C
K S
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Suite 214 Raleigh, NC 27604 3120 Highwoods Blvd, 04/22/2021
S-339
F
IL
E N
A M
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P L
O T D
A T
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P L
O T T
IM
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P
L O
T D
A T
E P
L O
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IM
E P -S -3
.d g n
S T
R U
C T
U R
A L
AS NOTED
O P
E R
A T
IO
N S A
N D T
R E
A T
M E
N T B
U
IL
D
IN
G
SCALE 3/8"=1'-0"
S E
C T
IO
N S
4'0 2' 8'
"DWG S-138
TOC EL SEE
DWG S-132
TOC EL SEE
1'-10"
4'-6"1'-8"
7'-2"
TOC EL 17.50
1'-0" TYP 3 SIDES
S-138
S-132 4'0 2' 8' C3
SECTION
SCALE 3/8"=1'-0"
2'-4" 1'-0"8" 2'-0"
6'-0"
LAP
DWG S-133
TOC EL SEE
4'0 2' 8' A1
SECTION
SCALE 3/8"=1'-0"
S-133
S-132
2'-4" 1'-0"8" 3'-6"
7'-6"
DWG S-132
TOC EL SEE
SQ
2'-0"
S-332
12 LAP
8"
7 13
4'0 2' 8' A3
SECTION
SCALE 3/8"=1'-0"S-132
CONTRACTOR DESIGNED FRP STAIRS AND RAILING17.
#5@12" EW CENTERED 16.
#6@12"15.
FOR PIPE REINF BEYOND, SEE B3/S-802 TYP14.
AL GRATING, SEE PLANS13.
FRP GRATING A3/S-81712.
FOUNDATION BEYOND11.
#6@18" EW10.
2 LAYERS ROOFING PAPER9.
PJF8.
WALL BASE CONST JT D4/S-802 TYP7.
#8@12"6.
5- #6 CONT5.
FORM WALL BEYOND TO MATCH SLAB EDGE PROFILE4.
FOUNDATION BEYOND3.
#6@12" EW EF2.
#6@12" EW TOP AND BOTTOM1.
DWG S-132
TOC EL SEE
8"
M
IN
4'-0" 8"
348 704
12771983
DRAWINGS G-008 THROUGH G-012.
1. FOR GENERAL STRUCTURAL NOTES, SEE
No 76468
R E
E
NI
G
NE LANOI
S S
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F O
R P
ADIROL
F
ESNECIL R
E
O
ME
KE
OK SREILLIVED OC
C
V A
L F
A C
IL
IT
IE
S E
N G
IN
E E
R
IN
G S
T S
T E
M S C
O M
M A
N D
M
ID
L A
R E
N O
R F
O L
K
V
IR
G
CHIEF ENG/ARCH
FIRE PROTECTION
D E
P A
R T
M E
V Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V
C
IL
IT
G
IN
E E
R
S
T E
M M
A N
D
DES DRW
S Y
M D
E S
C R
IP
T
IO
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
D
N O
T P
O
IN
T W
A T
E R T
R E
A T
M E
N T P
L A
N T R
E P
L A
C E
M E
N T
M A
R
R
J E
U N
E J
A C
K S
O N
V
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Suite 214 Raleigh, NC 27604 3120 Highwoods Blvd, 04/22/2021
S-531
F
IL
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A M
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P L
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A T
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P L
O T T
IM
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L O
T D
A T
E P
L O
T T
IM
E P -S -5
.d g n
S T
R U
C T
U R
A L
AS NOTED
D E
T A
IL
S
O P
E R
A T
IO
N S A
N D T
R E
A T
M E
N T B
U
IL
D
IN
S-138 SCALE 1/2"=1'-0"
5'-6"
1'-0"3'-6"1'-0"
LAP
L A
P
DETAIL
0 2' 4'1'
#6@12" EW EF
C2
DETAIL
SCALE 1"=1'-0"
B1
DETAIL
SCALE 1"=1'-0" 0 1' 2'6"
0 1' 2'6"
A2
DETAIL
SCALE 1"=1'-0" 0 1' 2'6"
A3S-135
DETAIL
SCALE 1 1/2"=1'-0" 1' 2'0 6"
1'-0"4"
1'-0"
L A
P T
Y P
NOTE:
1 1/2 " CLR
#3@6"
DOWELS AT SLAB
8- #6 W/ MATCHING
#6@12" EW EF
#6@12" TYP
L A
P T
Y P
#3@6" TYP
#6@12"
NOTE 1
#6 VERT EQL SP TYP
NOTE:
1. PROVIDE MATCHING DOWELS AT SLAB.
WITH BRIDGE CRANE SUBMITTAL.
1. COORDINATE CRANE RUNWAY SYSTEM ANCHORAGE
SYSTEM BY CRANE MFR
CRANE RUNWAY
LEVELING PL 3/4"x10"x12"
1 1/2" GROUT PAD
RUNWAY SYSTEM MFR
ANCHOR BOLTS PER
3- #7
PL 1/2" x 3" x 0'-9"
H.A.S. @6" GA
2- 3/4" DIA x 0'-6"
CONCRETE WALL/ COLUMN
4" SPACING
OFFSET FOR
2- #5
8"
L A
P
3- #3@4"
MAX
1'-1"6"
1/4
PL 1/4"x5"x0'-6"
C
VARIES
VARIES
1'-3" AT COL
1'-7" AT WALL
1'-4" AT COL
1'-0" AT WALL
0 1' 2'6"
DETAIL
SCALE 1"=1'-0"
D3S-134 0 1' 2'6"
DETAIL
SCALE 1"=1'-0"
D4S-134
0 1' 2'6"
DETAIL
SCALE 1"=1'-0"
C3S-134
16" PILASTER BLOCK
4- #8 VERTS
#3@8" TIES
W/ STD HOOK
INTO PILASTER
BEAM REINF
EXTEND BOND
8" CMU WALL
16" PILASTER BLOCK
W/ STD HOOK
INTO PILASTER
BOND BEAM REINF
8" CMU EXTEND
#3@8" TIES
4- #8 VERTS
BOND BEAM REINF
12" CMU WALL
INTO PILASTER W/ STD HOOK
WALL REINF SIZE EXTEND
DOWEL BAR MATCH TYP
TYP
LAP
16" PILASTER BLOCK
#3@8" TIES
4- #8 VERTS
W/ STD HOOK
INTO PILASTER
BEAM REINF
EXTEND BOND
S-134 A1
DETAIL
SCALE 1 1/2"=1'-0" 1' 2'0 6" S-133
S-132
S-133
S-132
S-133
S-132
1'-0"
A5S-136
DETAIL
SCALE 1 1/2"=1'-0" 1' 2'0 6"
1'-6"
1'-0"
1"
1"
1/2 "
/2
/2
C4
DETAIL
SCALE 1"=1'-0" 0 1' 2'6"
S-134
S-133
/2 C
L R
AS SPECIFIED
W/ SEALANT
1/4"x2" SAWN JOINT
1'-10"
1'-0"
10- #8 VERT
TIES
#4@10"
TYP
6- #6 AT WALL END
BY TRUSS MFR
TRUSS TO BEAM CONN
CONC BEAM
COLD-FORMED STEEL TRUSS
9- #8
4- #7
#4@12"
VENEER
FULL COURSE
BELOW HIGHEST
VENEER TIE
NOTE:
BE SMOOTH-RUBBED FINISH.
1. EXPOSED CONCRETE BEAM SHALL
349 704
12771984
FOR SPACING
#3@6" SEE C1/S-808
FOR SPACING
SEE C1/S-808
#4 TIES @ 10"
SIM
SEE D4/S-532,
No 76468
R E
E
NI
G
NE LANOI
S S
E
F O
R P
ADIROL
F
ESNECIL R
E
O
ME
KE
OK SREILLIVED OC
C
4"
A
V A
L F
A C
IL
IT
IE
S E
N G
IN
E E
R
IN
G S
T S
T E
M S C
O M
M A
N D
M
ID
L A
R E
N O
R F
O L
K
V
IR
G
CHIEF ENG/ARCH
FIRE PROTECTION
D E
P A
R T
M E
V Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V
C
IL
IT
G
IN
E E
R
S
T E
M M
A N
D
DES DRW
S Y
M D
E S
C R
IP
T
IO
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
D
N O
T P
O
IN
T W
A T
E R T
R E
A T
M E
N T P
L A
N T R
E P
L A
C E
M E
N T
M A
R
R
J E
U N
E J
A C
K S
O N
V
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Suite 214 Raleigh, NC 27604 3120 Highwoods Blvd, 04/22/2021
S-532
F
IL
E N
A M
E
P -S -5
.d g n
S T
R U
C T
U R
A L
AS NOTED
D E
T A
IL
S
O P
E R
A T
IO
N S A
N D T
R E
A T
M E
N T B
U
IL
D
C3
SCALE 1"=1'-0" 0 1' 2'6"
STEEL TRUSS
OPEN WEB
L
- 3/4" DIAx12" HAS
3/4" P x6"x2'-0" W/3
L
STEEL TRUSS
OPEN WEB
3" ROOF DECK
12" CONC WALL
4"
4"
1/4
1/4
1/4
1/4
8" 8"
P L
O T D
A T
E
P L
O T T
IM
E
P
L O
T D
A T
E P
L O
T T
IM
E
SECTION
C1
SCALE 1"=1'-0" 0 1' 2'6"
S E
E A
R C
H
SEE ARCH
DWGS
D W
G S
12" CONC WALLVENEER
3/4"x6" HAS @1'-6"
1/2" P x4"xCONT W/
3/16 L
L
TOP CHORD LOW BY 2 1/2"
OPEN WEB STEEL TRUSS
EMBED P
TRUSS AND
BLOCKING TO
3/16
L
FINISHES, SEE ARCH DWGS
ROOF AND FASCIA
TRUSS MFR
FRAMING BY
OVERHANG
SUBSTITUTE
2.5K JOIST
3/16 2-12
3" ROOF DECK
1 1/2" ROOF DECK
12" CMU WALL
D4
SCALE 1"=1'-0" 0 1' 2'6"
L
C4
SCALE 1"=1'-0" 0 1' 2'6"
CL
W10x30 BEAM
C3/S-811
2"
2"
3/4" P x6"x0'-11 1/2"L 5/16
POST
2 - HSS 3 1/2x3 1/2x3/8"
W10x30 BEAM
SECTION
3-12
HSS 3 1/2x3 1/2x3/8"
A325 @ GAGE
4 - 3/4" DIA
REINF CONT
ADDL HORIZ
L3x3x3/8"
#4@12"
8"
5/16
CORE PLANK
HOLLOW
10" PRECAST
2 #6 CONT
WALL
12" CONC
3/4 " MAX
1'-8" MIN
CELLS
SOLID GROUT
3/4x6" HAS @ 1'-6"
L6x4x3/8" CONT W/
PRECAST MFR
WELD P BY L
C5
SCALE 1"=1'-0" 0 1' 2'6"
DETAIL
6"
SEALANT
RATED
1-HR FIRE
3/4" GAP W/
WALL
12" CONC
STAGGER T&B BY 1'-0"
ANCHORS @ 2'-0" T&B.
3/4"x8" ADHESIVE
CORE PLANK
HOLLOW
10" PRECAST
NOTE:
A1
SCALE 1"=1'-0" 0 1' 2'6"
DETAIL
A2
SCALE 1"=1'-0" 0 1' 2'6"
DETAIL
VENEER
CONC ANCHORS @ 2'-0"
3/4" DIA x 6" ADHESIVE
L8x8x1/2" CONT W/2
SEE ARCH DWGS
ROOF & FASCIA FINISHES,
ROOF DECK
CONC ANCHORS @ 2'-0"
3/4" DIA x 6" ADHESIVE
L4x4x3/8" CONT W/
12" CONC WALL
BY TRUSS MFR
BLOCKING FRAMING
2.5K JOIST SUBSTITUTE
4 MIN
SEE NOTE 1
SOLID GROUT CELL,
SEE NOTE 2
L8x4x3/8" CONT T&B, ANCHOR @ 2'-0" T&B
3/4"x8" ADHESIVE
SELF WEIGHT PRIOR TO INSTALLING CONNECTIONS.
PLANK SHALL BE RELEASED AND DEFLECTED UNDER 2.
ADJACENT TO CONC WALL.
SO A COMPLETE, UNCUT UNIT IS INSTALLED
PRECAST HOLLOW CORE PLANK SHALL BE ARRANGED 1.
S-334
S-333
S-332
S-136
S-332 S-336
S-333
S-334
S-332
S-337
S-336
S-136
S-338
S-136
DETAIL
DETAIL DETAIL
DETAIL
COURSE
BELOW 2ND
VENEER TIES
WALL BY TRUSS MFR
TRUSS CONN TO CMU
COLD-FORMED STEEL TRUSS
350 704
12771985
TO TRUSS AND EMBED P
TYP OVERHANG FRAMING
3" ROOF DECK
3/16
3/16 2
BENT PL TO OUTLOOKER
P CONT
1/4" BENT
L
ANCHOR @ 12"
3/8" SCREW
2ND COURSE
TIES BELOW
VEENER
NOTE:SEE ARCH DETAIL A1/A-809 FOR FASCIA DIMENSIONS NOT SHOWN.
P CONT
1/4" BENT
L
3/16
3/16 2
BENT PL TO TRUSS
ANCHOR @ 12"
3/8" SCREW
L
P CONT
12 GA BENT
#12 SCREW @ 12"
P CONT
12 GA BENT
ANCHOR @ 12"
3/8" SCREW
NOT SHOWN
DIMENSIONS
FINISH AND
TREATMENT,
FOR EXTERIOR
SEE B1/A-810
COURSE
BELOW 2ND
VENEER TIES
@ 12"
SCREW
#12
2"
5"
12 GA BENT P CONTL
EA TRUSS
2 #12 SCREWS TO
NOT SHOWN
DIMENSIONS
FINISH AND
TREATMENT,
FOR EXTERIOR
SEE A3/A-809
L
NOTE:
DECK.
ELEVATIONS VARY - SLOPE @ 3.5:12 TO MATCH ROOF
ROOF DECK AND VENEER SUPPORT LINTEL 1.
BY TRUSS MFR
TRUSS TO P CONN
OVER TRUSS
INCLUDING
CONTINUOUS
3/8" BENT P
STATE OF
No 76468
R E
E
NI
G
NE LANOI
S S
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F O
R P
ADIROL
F
ESNECIL R
E
O
ME
KE
OK SREILLIVED OC
C
V A
L F
A C
IL
IT
IE
S E
N G
IN
E E
R
IN
G S
T S
T E
M S C
O M
M A
N D
M
ID
L A
R E
N O
R F
O L
K
V
IR
G
CHIEF ENG/ARCH
FIRE PROTECTION
D E
P A
R T
M E
V Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V
C
IL
IT
G
IN
E E
R
S
T E
M M
A N
D
DES DRW
S Y
M D
E S
C R
IP
T
IO
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
D
N O
T P
O
IN
T W
A T
E R T
R E
A T
M E
N T P
L A
N T R
E P
L A
C E
M E
N T
M A
R
R
J E
U N
E J
A C
K S
O N
V
IL
L E
N
Suite 214 Raleigh, NC 27604 3120 Highwoods Blvd, 04/22/2021
S-533
F
IL
E N
A M
E
P L
O T D
A T
E
P L
O T T
IM
E
P
L O
T D
A T
E P
L O
T T
IM
E P -S -5
.d g n
S T
R U
C T
U R
A L
AS NOTED
D E
T A
IL
S
O P
E R
A T
IO
N S A
N D T
R E
A T
M E
N T B
U
IL
D
IN
DETAIL
S-334
S-333 SCALE 1"=1'-0" 0 1' 2'6"
FIRE RATED FILL
2" GAP W/ 1-HR
1/2" PL x 6" x CONT
PLANK
HOLLOW CORE
10" PRECAST
(3/8)
C2
DETAIL
SCALE 1"=1'-0" 0 1' 2'6"S-336 C4
DETAIL
SCALE 1"=1'-0" 0 1' 2'6"S-334
12" CMU WALL
12" CONC WALL
1/2" PL x 9" x CONT
5/16
5/16
(3/8)
1/2" PL x 6" x CONT
BY PRECAST MFR
WELD PL @ 2'-0" MAX
PLANK SHALL BE RELEASED AND FULLY DEFLECTED UNDER SELF WEIGHT PRIOR TO WELDING.1.
NOTE:
HOLLOW CORE PLANK
10" PRECAST
SOLID GROUT CELLS
12" CONC WALL
TOC EL 53.00
AT TOP OF PILASTER
2-ADDL #4 TIES
BY CRANE MFR
RUNWAY BEAM AND CONN
SEE
CONC PILASTER
B1
S-531
5/16 4 MIN
3/16
3/16
L3x3x1/4
AT END OF CELLS
SOLID GROUT 2'-0"
PRECAST MFR
WELD PL BY
PLANK
HOLLOW CORE
10" PRECAST
L6x4x3/8 W/ 3/4" DIAx6" HAS @1'-6"
SEE NOTESEE NOTE
4"
4 MIN
BY PRECAST MFR
WELD PL @ 4'-0" MAX
@7" SP
CONC ANCHORS
W/ 2-3/4" DIAx6"
1/2" PL 4"x0'-10"
L5x3x3/8 W/ 3/4" DIAx6" HAS @1'-6"
/2
FIRE RATED FILL
2" GAP W/ 1-HR
A1
DETAIL
SCALE 1"=1'-0" 0 1' 2'6"S-136
WALL
12" CMU
CMU PILASTER
AT TOP OF PILASTER
2 ADD'L #3 TIES
IN HORIZ LEG
#6 CENTERED
SHOWN FOR CLARITY
CONC BEAM REINF NOT
BEAM 4 TOTAL
#6 EA SIDE OF
L A
P
351 704
12771986
No 76468
R E
E
NI
G
NE LANOI
S S
E
F O
R P
ADIROL
F
ESNECIL R
E
O
ME
KE
OK SREILLIVED OC
C
BTTD VRC
G-030
F
IL
E N
A M
E
P L
O T D
A T
E
P L
O T T
IM
E
P
L O
T D
A T
E P
L O
T T
IM
-G
-0 .d g n
C O
D E D
A T
A S
H E
E T
O P
E R
A T
IO
N S A
N D T
R E
A T
M E
N T B
U
IL
D
IN
368 B
311 B
888 B 500 Gross
182 150 Gross
500 Gross
189 300 Gross
OCCUPANT LOAD CALCULATIONS
Number Name Net Area
(SF)
Gross Area
(SF)
Occ.
Type
Occ. Load
Factor
Occ SF
Type
Calculated
30-101
129 150 Gross
APPLICABLE CODES AND STANDARDS UNITED FACILITIES CRITERIA (UFC) 1-200-01, GENERAL BUILDING
a. OCCUPANCY CLASSIFICATION (IBC
CHAPTER 3)
TOTAL ACTUAL BUILDING AREA
e.
FIRE-RESISTIVE REQUIREMENTS (IBC
STRUCTURAL FRAME 0 HOUR
EXTERIOR BEARING WALLS 0 HOUR
INTERIOR BEARING WALLS 0 HOUR
0 HOUR
FLOORS AND CEILINGS
ROOF AND CEILINGS 0 HOUR
DOORS 3/4 HOUR, MAX GLAZING IN FIRE RATED DOORS = 9 SF
OCCUPANT LOAD FOR EGRESS AND LIFE SAFETY IS DETERMINED IN
30-112
30-113
30-114
30-115
30-116
30-117
40-103
40-102
40-101
CONFERENCE ROOM
30-111
30-110
30-109
30-108
30-107
30-106
30-105
30-104
30-103
30-102
UTILITIES DIRECTOR
F-1
Gross
Gross
Gross
Gross
N/A
ACTUAL BUILDING OCCUPANTS
TOTAL BUILDING
PLUMBING FIXTURE CALCULATIONS (UFC 3-420-01)
24: 12 MEN AND 12 WOMEN
M F U* M F
(1:15)WC (1:35) LAV (1: 30)
DF SHOWER
(1:75)
1 1
13 2
UNISEX
1 WC, 1 LAV
1 0
M W
ALLOWABLE FLOOR AREA: H-4
ALLOWABLE FLOOR AREA: B
ALLOWABLE FLOOR AREA: F-1 H-4 HIGH HAZARD
B BUSINESS, F-1 MODERATE HAZARD FACTORY-INDUSTRIAL,
b. CONSTRUCTION TYPE: IBC CH. 6 IIB
WITH CHANGE 1, JANUARY 2010.
UFC 4-021-01: DESIGN AND O & M:MASS NOTIFICATION SYSTEMS,
REQUIREMENTS.
NFPA 1, 2021: FIRE CODE, FOR DETERMINING VEHICLE ACCESS
c.
SEPARATIONS - IBC SECTION 508
MIXED USE & OCCUPANCY
d.
IBC SECTION 503, 506, 507
AREA LIMITATIONS/MODIFICATION
MANDATORY IN H-4 AREAS.
AUTOMATIC SPRINKLER ADDED TO F-1 AND B;
(GROSS, FIRST FLOOR FOOTPRINT):
f.
h.
i.
THRU-PENETRATIONS
OPENING PROTECTIVES &
NFPA 101: 8.3 THRU 8.6
NFPA 90A
NFPA 80 TO FLOOR/WALL RATING.
BE SEALED WITH LISTED PENETRATION ASSEMBLY EQUAL
OR HIGHER. PIPE AND CONDUIT THRU PENETRATIONS WILL
THAT PENETRATES A WALL/FLOOR WITH A 2 HOUR RATING
NFPA 90A. FIRE DAMPERS WILL BE PROVIDED IN DUCTWORK
FIRE DAMPERS ARE NOT REQUIRED IN 1 HOUR WALLS PER
EXT & INT NON-BEARING WALLS
g.
CODE REVIEW - BUILDING CODE REQUIREMENTS (CONT)
k. FIRE PROTECTION SYSTEM:
l.
m. NO WATER STORAGE TANK WILL BE REQUIRED FOR THE FIRE SUPPRESSION SYSTEMS.
n.
o.
a.
CODE REVIEW -LIFE SAFETY REQUIREMENTS
b. OCCUPANT LOAD
INDIVIDUAL ROOM OCCUPANCIES AND IS
23,449 SF
536 36
HAZARDOUS AREA (NFPA A.33.19.4)
BUSINESS, CHAPTER 38
SPECIAL PURPOSE INDUSTRIAL, CHAPTER 40, 40.1.2.1.2
MIXED OCCUPANCY: SEPARATED:
NFPA 13
CHAPTERS 9
UFC 3-600-01:
IBC OCCUPANCY CLASSIFICATIONS:
UFC OCCUPANCY CLASSIFICATIONS: BUSINESS, SPECIAL PURPOSE INDUSTRIAL, HIGH HAZARD
SHAFTS AND PENETRATIONS SHAFTS: 1 HR; PENETRATIONS- MATCH WALL OR CEILING RATING
CORRIDOR
FIXTURES PROVIDED
FIXTURE MINIMUM
D E
F
IN
IT
IO
N S
NFPA 101: CH 6
CLASSIFICATION OF OCCUPANCY
PROTECTION FEATURES.
AREAS, TYPES OF CONSTRUCTION, AND FIRE AND SMOKE
OCCUPANCY CLASSIFICATION, GENERAL BUILDING HEIGHTS AND
INTERNATIONAL BUILDING CODE (IBC) 2018 FOR; USE AND
LIFE SAFETY EXCEPT AS MODIFIED IN UFC 3-600-01.
NFPA 101 2021: LIFE SAFETY CODE, FOR BUILDING EGRESS AND
NFPA 10, 2018 STANDARD FOR PORTABLE FIRE EXTINGUISHERS
ABA (ARCHITECTURAL BARRIERS ACT) STANDARDS, 2015
PUMPS FOR FIRE PROTECTION .
NFPA 20, 2019: STANDARD FOR INSTALLATION OF STATIONARY
SYSTEMS.
NFPA 13, 2019 STANDARD FOR INSTALLATION OF SPRINKLER
HAZARDOUS LOCATIONS.
NFPA 70, 2020: NATIONAL ELECTRIC CODE (NEC)- ARTICLE 500
PROTECTIVES.
NFPA 80, 2019: STANDARD FOR FIRE DOORS AND OTHER OPENING
AND VENTILATION SYSTEMS
NFPA 90A, 2021: STANDARD INSTALLATION OF AIR CONDITIONING
HIGH-HAZARD GROUP H-4
MODERATE -HAZARD FACTORY INDUSTRIAL F-1
BUSINESS, GROUP B -
REQUIRED SEPARATION OF OCCUPANCIES:
H-4 AND F-1: 1 HOUR
F-1 AND B: 0
ALLOWABLE BUILDING AREA:
70,000 SF PER STORY, 1 STORY- ACTUAL 5,182 (OKAY)
92,000 SF PER STORY, 1 STORY- ACTUAL 7,569 (OKAY)
504.3 & 504.4 & SECTION 504.2)
HEIGHT LIMITATIONS (IBC TABLES
ACTUAL BUILDING HEIGHT: 46 FEET, 1 STORY
MAXIMUM ALLOWABLE HEIGHT: 75 FEET, 3 STORIES
N/A
0 HOUR SEPARATION BETWEEN F-1 AND B OCCUPANCIES
1 HOUR SEPARATION BETWEEN F-1 AND H-4 OCCUPANCIES
0 HOUR
j.
(NFPA 101 & 20)
ENCLOSURE PROTECTION
CODE REVIEW - BUILDING CODE REQUIREMENTS
APPENDIX B
UFC-600-01:
NFPA 291
CHAPTER 9
UFC 3-600-01:
SUPPLY TESTING
AVAILABLE WATER
UFC 3-600-01:9-4
REQUIREMENTS
TANK
WATER STORAGE
NFPA 13: 8.16.4.5.1
UFC 3-600-01: 9-6.6
& TESTING
PREVENTER
BACKFLOW
NFPA 20
UFC 3-600-01: 9-5
FIRE PUMPS
NFPA 101:
IBC
THICKNESS OF WALLS, CLOSETS, SHAFTS
NET FLOOR AREA: GROSS FLOOR AREA LESS HALLS, CORRIDORS,
GROSS FLOOR AREA: AREA CALCULATED WITHOUT PERIMETER WALLS
THE HORIZONTAL PROJECTION OF THE ROOF OR FLOOR ABOVE.
INCLUDED IN THE BUILDING AREA IF SUCH AREAS ARE INCLUDED WITHIN
BUILDING NOT PROVIDED WITH SURROUNDING WALLS MUST BE
WALLS EXCLUSIVE OF VENT SHAFTS AND COURTS. AREA OF THE
BUILDING AREA: THE AREA INCLUDED WITHIN SURROUNDING EXTERIOR
LOBBY B
B
B
B
B
B
B
B
B
B
B
B
B
B
WATER WELL/POOL SUPERVISOR
OPERATIONS SUPERVISOR
VESTIBULE
ELECTRICAL ROOM
RECEPTION
SUPPLY ROOM
BREAK ROOM
30-118
30-119
30-120
30-121
30-122
30-123
30-124
JANITOR'S CLOSET
CONTROL ROOM
TREATMENT AREA
40-105
40-104 SODIUM HYDROXIDE AREA
SODIUM HYPOCHLORITE ROOM
SULFURIC ACID AREA
40-106 FLUORIDE ROOM
F-1
H-4
H-4
H-4
H-4
B
B
B
B
B
B
ACTUAL OCCUPANCY LOAD:
* URINALS MAY ACCOUNT FOR NO MORE THAN 1/3 OF THE TOTAL WC REQUIREMENTS,
AND EGRESS COMPONENTS.
** CALCULATED OCCUPANCY LOAD IS USED FOR DETERMINATION OF LIFE SAFETY
* N/A SPACES ARE NON-OCCUPIED SPACES AND THEREFORE DO NOT HAVE AN OCCUPANT LOAD.
62,000 SF 70,000 SF 92,0000 SF
Occ Load*
10,294
Net15 38
Gross
Gross
3Gross
15 Net
1Gross
150 Gross 4
500 Gross
500 Gross
500 Gross
500 Gross
N/A
N/A
F-1 H-4 B
UFC 3-600-01, TABLE 10-1
CHAPTERS 12-42
NFPA 101: 7.3.1.2 &
352 704
12771987
DJD
C H
IT
E C
T U
R
FACILITIES, WITH CHANGE 5, SEPTEMBER 2020
UFC 3-600-01 DESIGN:FIRE PROTECTION ENGINEERING FOR
REQUIREMENTS, WITH CHANGE 1, OCTOBER 2020
TESTING AND MARKING OF HYDRANTS.
NFPA 291, 2019: RECOMMENDED PRACTICES FOR FIRE FLOW
62,000 SF PER STORY, 1 STORY - ACTUAL 10,698 (OKAY)
NFPA 90A: 4.3.1.2, 5.3.4):
NFPA: 101: 7.2, 8.6
(IBC:SECTION 712
VERTICAL ENCLOSURES
(IBC: TABLE 508.4 & SECTION 711)
HORIZONTAL ASSEMBLIES
TABLE 601 AND SECTION 602)
TOTAL BUILDING OCCUPANT LOAD: 134
TOTAL TREATMENT AREA OCCUPANT LOAD: 34
TOTAL OPERATIONS AREA OCCUPANT LOAD: 100
IT / TELECOM EQUIPMENT ROOMS USE: 197 / 300 = 1
CONFERENCE ROOMS WITH TABLES AND CHAIRS USE: 536 / 15 = 36
CONCENTRATED BUSINESS USE: 390 / 50 = 8
EQUIPMENT SPACE USE: 17,936 / 500 = 36
BUSINESS USE: 2,282 / 150 = 15
WAITING SPACE USE: 577 / 15 = 38
COPY AREA
CORRIDOR
WOMEN'S RESTROOM & SHOWER
MEN'S RESTROOM & SHOWER
CORRIDOR
MECHANICAL ROOM
FILE AREA
SAFETY GEAR ROOM
FIRE PUMP ROOM
SCADA / TELCOMM ROOM
OPERATOR'S LABORATORY
WORKSHOP / MECHANICAL ROOM
1,250
1,273
1,787
1,405
B
Gross
(OKAY)
10,698 SF + 5,182 SF + 7,569 SF = 0.172+0.074+0.082 = 0.33 < 1
Gross
Gross
Gross
N/A
N/A
N/A
GREATER THAN ACTUAL NUMBER OF OCCUPANTS, WHICH IS USED FOR OTHER FACTORS.
MINIMUM SPRINKLER K- FACTOR WILL BE 11.2.
30 FEET. THE HOSE ALLOWANCE WILL BE 500 GPM FOR A 90-MINUTE DURATION. THE
2,500 SF FOR A WET SPRINKLER SYSTEM WHERE THE CEILING HEIGHT IS LESS THAN
SPRINKLER DESIGN WATER DENSITY WILL BE 0.30 GPM/SF OVER A DESIGN AREA OF
EXTRA HAZARD (EH): CEILING HEIGHT IS OVER 30 FEET BUT LESS THAN 60 FEET.
MINIMUM SPRINKLER K-FACTOR WILL BE 8.00. THE K-FACTOR WILL BE 11.2 WHEN THE
30 FEET. THE HOSE ALLOWANCE WILL BE 250 GPM FOR A 60-MINUTE DURATION. THE
2,500 SF FOR A WET SPRINKLER SYSTEM WHERE THE CEILING HEIGHT IS LESS THAN
SPRINKLERS DESIGN WATER DENSITY WILL BE 0.20 GPM/SF OVER A DESIGN AREA OF
: ORDINARY HAZARD (OH)DURATION. THE MINIMUM SPRINKLER K-FACTOR WILL BE 5.60.
IS LESS THAN 30 FEET. THE HOSE ALLOWANCE WILL BE 250 GPM FOR A 60-MINUTE
DESIGN AREA OF 1,500 SF FOR WET SPRINKLER SYSTEMS WHERE THE CEILING HEIGHT
SPRINKLER DESIGN WATER DENSITY WILL BE 0.10 GPM/SF OVER A LIGHT HAZARD (LH):
WATER TREATMENT ROOM, AND CHEMICAL STORAGE AREAS WILL BE CLASSIFIED AS OH.
CLASSIFIED…
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