AMDT0002_72426_TECHNICAL_SUMMARY_OF_CHANGES.pdf
PDF 6 MB Posted
- Attached to
- PN 72426 Military Working Dog Facility
- Solicitation number
- W912PM21R0002
About this file
This is a Request for Proposal for construction and design services for a Military Working Dog Facility at Fort Bragg, North Carolina. The scope of work includes construction of a facility containing 48 kennels, a veterinary clinic with surgical, radiological, and pharmacy spaces, educational spaces including a classroom, and administrative offices. Demolition of two modular buildings is also required. Design will be to a 40-year minimum life in accordance with DoD criteria. Facilities will require dedicated HVAC, sound suppression in kennels, and organizational parking for six truck/trailer spaces and eight sedans/SUVs. Non-organizational parking for 15 spaces, fire suppression, security, and sustainability measures are included. The contractor must provide furnishings, equipment, interior design, security systems, and audiovisual services. Responses are due under Solicitation Number W912PM21R0002.
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Text version
Construct Military Working Dog Facility Amendment 0002 January 13, 2021
PN 72426, W912PM21R0002
Ft. Bragg, NC
TECHNICAL SUMMARY OF CHANGES
SPECIFICATIONS:
1. REMOVE AND REPLACE with REVISED in entirety:
a. Spec Section 10 22 13 – Wire Mesh Partitions
b. Spec Section 14 24 23 – Hydraulic Passenger Elevators
c. Spec Section 22 60 70 – Gas and Vacuum Facilities for Healthcare Facilities
PLANS:
1. REMOVE & REPLACE SHEETS with REVISED DRAWINGS as NOTED:
a. AG601
b. AG602
c. AG101
d. P601
e. PL122
f. AE426
g. CG101
h. AE607
2. ADD TECHNICAL DRAWINGS:
a. DOG BATH, W48HT-LH, SHEET 1 of 1, 12.6.18
b. EPOXY COATED RETRACTABLE HOSE REEL, SHEET 1 of 1, 04.06.17
c. QUALITY FIXTURE, SHEET 1 of 1, 01.21.19
d. STAINLESS STEEL TRENCH DRAIN
i. DWG 9660, SHEET 1, 08.09.07
ii. AVAILABLE SECTIONS, DWG 9660BS, SHEET 1, 08.09.07
--End of Summary—
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C:\Users\Public\Documents\Local_Revit_Files\stn_arch_MWD_Facility_178451236_R18_Robert.Murdock65NTK.rvt
1/8/2021 2:13:24 PM
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D U
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K M
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READY TO ADVERTISE
LEVEL 1 SIGNAGE SCHEDULE
Mark
ROOM
NO. ROOM NAME SIGNAGE WORDING
SIGN
TYPE
MOUNTING
TYPE COMMENTS
S076 26R RUN RUN #26 A3 2
S077 27R RUN RUN #27 A3 2
S078 28R RUN RUN #28 A3 2
S079 29R RUN RUN #29 A3 2
S080 30R RUN RUN #30 A3 2
S081 31R RUN RUN #31 A3 2
S082 32R RUN RUN #32 A3 2
S083 33R RUN RUN #33 A3 2
S083-1 34R RUN RUN #34 A3 2
S084 35R RUN RUN #35 A3 2
S085 36R RUN RUN #36 A3 2
S086 37R RUN RUN #37 A3 2
S087 38R RUN RUN #38 A3 2
S088 39R RUN RUN #39 A3 2
S089 40R RUN RUN #40 A3 2
S090 41R RUN RUN #41 A3 2
S091 42R RUN RUN #42 A3 2
S092 43R RUN RUN #43 A3 2
S093 44R RUN RUN #44 A3 2
S094 45R RUN RUN #45 A3 2
S095 46R RUN RUN #46 A3 2
S096 47R RUN RUN #47 A3 2
S097 48R RUN RUN #48 A3 2
S098 133A CORRIDOR A3 2
S101 100 CORRIDOR NO SMOKING FACILITY Q 2
S102 1S2 STAIR 2 AUTHORIZED PERSONNEL ONLY F 2
S103 100 CORRIDOR BUILDING DIRECTORY T 2
S104 102 FIRE RISER FIRE RISER L 2
S104-1 102 FIRE RISER AUTHORIZED PERSONNEL ONLY F 2
S105 103 LATRINE (ABA) UNISEX A1 2
S106 104 LATRINE (ABA) UNISEX A1 2
S107 105 HW HOT WATER HEATER A1 2
S108 106 TACK ROOM TACK ROOM A1 2
S109 107 ARMS VAULT ARMS VAULT A1 2
S110 108 LAUNDRY/ MUD ROOM MUD ROOM A1 2
S111 111A JANITOR JANITOR A1 2
S112 108 LAUNDRY/ MUD ROOM MUD ROOM L 2
S112-1 108 LAUNDRY/ MUD ROOM AUTHORIZED PERSONNEL ONLY F 2
S113 109 BULK FOOD STORAGE RECEIVING L 5
S113-1 109 BULK FOOD STORAGE AUTHORIZED PERSONNEL ONLY F 5
S114 140 CORRIDOR AUTHORIZED PERSONNEL ONLY F 2
S115 139 EXTERIOR CORRIDOR AUTHORIZED PERSONNEL ONLY F 2
S118 109 BULK FOOD STORAGE BULK FOOD STORAGE A1 2
S119 110 FOOD PREP FOOD PREP 1 A1 2
S120 141 CORRIDOR A3 3
S121 141 CORRIDOR A3 2
S122 112 PHYSICAL THERAPY 2 PHYSICAL THERAPY A1 2
S123 111 CORRIDOR A3 3
S124 113 TRAINER/HANDLERS A1 2
S125 113 TRAINER/HANDLERS A3 2
S126 113 TRAINER/HANDLERS A3 2
S127 113 TRAINER/HANDLERS A3 2
S128 113 TRAINER/HANDLERS A3 2
S129 113 TRAINER/HANDLERS A3 2
S130 113 TRAINER/HANDLERS A3 2
S131 113 TRAINER/HANDLERS A3 2
S132 113 TRAINER/HANDLERS A3 2
S133 114 FOOD PREP FOOD PREP 2 A3 2
S134 113 TRAINER/HANDLERS A3 2
S135 113 TRAINER/HANDLERS A3 2
S136 113 TRAINER/HANDLERS A3 2
S137 113 TRAINER/HANDLERS A3 2
S138 113 TRAINER/HANDLERS A3 2
S139 113 TRAINER/HANDLERS A1 2
S140 115 COMM COMMUNICATIONS CLOSET A1 2
S141 127 SURGERY LAUNDRY SURGERY LAUNDRY A3 2
S142 130 ISOLATION CORRIDOR AUTHORIZED PERSONNEL ONLY F 2
S143 130 ISOLATION CORRIDOR A3 2
S144 137 MECH MECHANICAL ROOM R 2
S145 131B CORRIDOR A3 2
S146 116 PHYSICAL THERAPY AUTHORIZED PERSONNEL ONLY F 2
S147 101 FACP FACP A1 2
S148 1S2 STAIR 2 STAIR 2 C2 3
S149 1S2 STAIR 2 STAIR 2 E 2
S150 101 FACP FACP C2 2
S151 1S2 STAIR 2 STAIR 2 C1 3
LEVEL 1 SIGNAGE SCHEDULE
Mark
ROOM
NO. ROOM NAME SIGNAGE WORDING
SIGN
TYPE
MOUNTING
TYPE COMMENTS
S001 01D DEN DEN #1 A2 2 REFER TO DEN ELEVATION C8/AE404
S002 02D DEN DEN #2 A2 2 REFER TO DEN ELEVATION C8/AE404
S003 03D DEN DEN #3 A2 2 REFER TO DEN ELEVATION C8/AE404
S004 04D DEN DEN #4 A2 2 REFER TO DEN ELEVATION C8/AE404
S005 05D DEN DEN #5 A2 2 REFER TO DEN ELEVATION C8/AE404
S006 06D DEN DEN #6 A2 2 REFER TO DEN ELEVATION C8/AE404
S007 07D DEN DEN #7 A2 2 REFER TO DEN ELEVATION C8/AE404
S008 08D DEN DEN #8 A2 2 REFER TO DEN ELEVATION C8/AE404
S009 09D DEN DEN #9 A2 2 REFER TO DEN ELEVATION C8/AE404
S010 10D DEN DEN #10 A2 2 REFER TO DEN ELEVATION C8/AE404
S011 11D DEN DEN #11 A2 2 REFER TO DEN ELEVATION C8/AE404
S012 12D DEN DEN #12 A2 2 REFER TO DEN ELEVATION C8/AE404
S013 13D DEN DEN #13 A2 2 REFER TO DEN ELEVATION C8/AE404
S014 14D DEN DEN #14 A2 2 REFER TO DEN ELEVATION C8/AE404
S015 15D DEN DEN #15 A2 2 REFER TO DEN ELEVATION C8/AE404
S016 16D DEN DEN #16 A2 2 REFER TO DEN ELEVATION C8/AE404
S017 17D DEN DEN #17 A2 2 REFER TO DEN ELEVATION C8/AE404
S018 18D DEN DEN #18 A2 2 REFER TO DEN ELEVATION C8/AE404
S019 19D DEN DEN #19 A2 2 REFER TO DEN ELEVATION C8/AE404
S020 20D DEN DEN #20 A2 2 REFER TO DEN ELEVATION C8/AE404
S021 21D DEN DEN #21 A2 2 REFER TO DEN ELEVATION C8/AE404
S022 22D DEN DEN #22 A2 2 REFER TO DEN ELEVATION C8/AE404
S023 23D DEN DEN #23 A2 2 REFER TO DEN ELEVATION C8/AE404
S024 24D DEN DEN #24 A2 2 REFER TO DEN ELEVATION C8/AE404
S025 25D DEN DEN #25 A2 2 REFER TO DEN ELEVATION C8/AE404
S026 26D DEN DEN #26 A2 2 REFER TO DEN ELEVATION C8/AE404
S027 27D DEN DEN #27 A2 2 REFER TO DEN ELEVATION C8/AE404
S028 28D DEN DEN #28 A2 2 REFER TO DEN ELEVATION C8/AE404
S029 29D DEN DEN #29 A2 2 REFER TO DEN ELEVATION C8/AE404
S030 30D DEN DEN #30 A2 2 REFER TO DEN ELEVATION C8/AE404
S031 31D DEN DEN #31 A2 2 REFER TO DEN ELEVATION C8/AE404
S032 32D DEN DEN #32 A2 2 REFER TO DEN ELEVATION C8/AE404
S033 33D DEN DEN #33 A2 2 REFER TO DEN ELEVATION C8/AE404
S034 34D DEN DEN #34 A2 2 REFER TO DEN ELEVATION C8/AE404
S035 35D DEN DEN #35 A2 2 REFER TO DEN ELEVATION C8/AE404
S036 36D DEN DEN #36 A3 2 REFER TO DEN ELEVATION C8/AE404
S037 37D DEN DEN #37 A2 2 REFER TO DEN ELEVATION C8/AE404
S038 38D DEN DEN #38 A2 2 REFER TO DEN ELEVATION C8/AE404
S039 39D DEN DEN #39 A2 2 REFER TO DEN ELEVATION C8/AE404
S040 40D DEN DEN #40 A2 2 REFER TO DEN ELEVATION C8/AE404
S041 41D DEN DEN #41 A2 2 REFER TO DEN ELEVATION C8/AE404
S042 42D DEN DEN #42 A2 2 REFER TO DEN ELEVATION C8/AE404
S043 43D DEN DEN #43 A2 2 REFER TO DEN ELEVATION C8/AE404
S044 44D DEN DEN #44 A2 2 REFER TO DEN ELEVATION C8/AE404
S045 45D DEN DEN #45 A2 2 REFER TO DEN ELEVATION C8/AE404
S046 46D DEN DEN #46 A2 2 REFER TO DEN ELEVATION C8/AE404
S047 47D DEN DEN #47 A2 2 REFER TO DEN ELEVATION C8/AE404
S048 48D DEN DEN #48 A2 2 REFER TO DEN ELEVATION C8/AE404
S051 01R RUN RUN #1 A3 2
S052 02R RUN RUN #2 A3 2
S053 03R RUN RUN #3 A3 2
S054 04R RUN RUN #4 A3 2
S055 05R RUN RUN #5 A3 2
S056 06R RUN RUN #6 A3 2
S057 07R RUN RUN #7 A3 2
S058 08R RUN RUN #8 A3 2
S059 09R RUN RUN #9 A3 2
S060 10R RUN RUN #10 A3 2
S061 11R RUN RUN #11 A3 2
S062 12R RUN RUN #12 A3 2
S063 13R RUN RUN #13 A3 2
S064 14R RUN RUN #14 A3 2
S065 15R RUN RUN #15 A3 2
S066 16R RUN RUN #16 A3 2
S067 17R RUN RUN #17 A3 2
S068 18R RUN RUN #18 A3 2
S069 19R RUN RUN #19 A3 2
S070 20R RUN RUN #20 A3 2
S071 21R RUN RUN #21 A3 2
S072 22R RUN RUN #22 A3 2
S073 23R RUN RUN #23 A3 2
S074 24R RUN RUN #24 A3 2
S075 25R RUN RUN #25 A3 2
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NOTE: MOUNT ON LATCH
SIDE OF DOOR OR
ADJACENT WALL.
COORDINATE WITH
SIGNAGE LOCATION PLAN
NOTE: COORDINATE WITH
SIGNAGE LOCATION PLAN
MOUNT ON RIGHT SIDE OF
DOUBLE DOORS,
COORDINATE WITH
SIGNAGE LOCATION PLAN
OPENIN
G
3" 3" 3"
MOUNT ON RIGHT SIDE
DOUBLE DOORS,
COORDINATE WITH
SIGNAGE LOCATION PLAN
EQ EQ
NOTE: MOUNT ON
CENTER OF DOOR.
COORDINATE WITH
SIGNAGE LOCATION PLAN
EQ EQ
ALIGN WITH SIGN
BELOW WHERE
APPLICABLE
OR WALL
CORNER
/EDGE
ALIGN WITH SIGN
BELOW WHERE
APPLICABLE
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C:\Users\Public\Documents\Local_Revit_Files\stn_arch_MWD_Facility_178451236_R18_Robert.Murdock65NTK.rvt
1/8/2021 1:51:19 PM
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LEVEL 2 SIGNAGE SCHEDULE
Mark
ROOM
NO. ROOM NAME SIGNAGE WORDING
SIGN
TYPE
MOUNTING
TYPE COMMENTS
S201 2S1 STAIR 1 STAIR 1 A3 2
S202 201 CORRIDOR A3 2
S203 2S1 STAIR 1 STAIR 1 E 2
S204 202 TRAINER OFFICE DAYROOM A3 2
S205 204 M. LATRINE MALE LATRINE, LAUNDRY AND LOCKERS B1 2
S206 207 M. TEAM 8 PN TEAM ROOM 1 A3 2
S207 208 M. TEAM 8 PN TEAM ROOM 2 A3 2
S208 209 M. TEAM 8 PN TEAM ROOM 3 A3 2
S209 210 STORAGE STORAGE A3 2
S210 211 TEAM OFFICE TEAM OFFICE A3 2
S211 214 F. TEAM 4 PN FEMALE LATRINE, LAUNDRY AND LOCKERS B2 2
S212 216 COMM COMMUNICATION A1 2
S213 217 CLASSROOM - 40 PN CLASSROOM A3 2
S214 217 CLASSROOM - 40 PN CLASSROOM A3 2
S215 218 BREAK RM BREAK ROOM A3 2
S216 221 PROGRAM MANAGER PROGRAM MANAGER A3 2
S217 222 KENNEL MSTR OFFICE KENNEL MASTER A3 2
S218 223 STORAGE STORAGE A3 2
S219 226 JANITOR JANITOR A1 2
S220 224 CONFERENCE ROOM CONFERENCE A3 2
S221 225 ELECTRIC ELECTRICAL ROOM A1 2
S222 231 LATRINE (ABA) UNISEX B3 2
S223 232 LATRINE (ABA) UNISEX B3 2
S224 219 COMMAND WORK SPACE COMMAND SPACE A3 2
S225 2S2 STAIR 2 STAIR 2 E 2
S226 2S2 STAIR 2 STORAGE C2 2
S227 230 ELEVATOR CONTROLLER STORAGE A1 2
S228 216 COMM COMMUNICATIONS ROOM R 2
3/8" = 1'-0"A1
SIGNAGE MOUNTING TYPES
LEVEL 1 SIGNAGE SCHEDULE, CONT'
Mark
ROOM
NO. ROOM NAME SIGNAGE WORDING
SIGN
TYPE
MOUNTING
TYPE COMMENTS
S153 129 CORRIDOR MEDICAL WING A1 2
S154 116 PHYSICAL THERAPY PHYSICAL THERAPY A1 2
S155 118 FOOD PREP FOOD PREP 3 A3 2
S157 117 STERILIZATION STERILIZATION A1 2
S158 119 SURGERY PREP SURGERY PREP A1 2
S159 120 SURGERY SURGERY A1 2
S160 126 EXPENDABLE SUPPLY EXPENDABLE SUPPLY A1 2
S161 125 OXYGEN OXYGEN L 2
S161-1 125 OXYGEN AUTHORIZED PERSONNEL ONLY F 2
S162 123B EMERGENCY ELEC. AUTHORIZED PERSONNEL ONLY F 2
S163 123B EMERGENCY ELEC. ELECTRICAL ROOM L 2
S164 123A MAIN ELECTRIC ELECTRICAL ROOM L 2
S165 123A MAIN ELECTRIC AUTHORIZED PERSONNEL ONLY F 2
S166 124 RADIOLOGY RADIOLOGY A1 2
S167 133 CORRIDOR MEDICAL WING A3 2
S168 132 CORRIDOR A3 2
S169 132 CORRIDOR A3 3
S170 121 TREATMENT A3 2
S171 133 CORRIDOR AUTHORIZED PERSONNEL ONLY F 2
S173 134 EXTERIOR CORRIDOR AUTHORIZED PERSONNEL ONLY F 2
S174 134 EXTERIOR CORRIDOR AUTHORIZED PERSONNEL ONLY F 2
S175 135 EXTERIOR CORRIDOR A3 2
S176 140A CORRIDOR A3 1
S177 135 EXTERIOR CORRIDOR A3 2
S179 135 EXTERIOR CORRIDOR AUTHORIZED PERSONNEL ONLY F 2
S180 137 MECH MECHANICAL L 2
S180-1 137 MECH AUTHORIZED PERSONNEL ONLY F 2
S181 136 ISOLATION CORRIDOR AUTHORIZED PERSONNEL ONLY F 2
S182 138 EXTERIOR CORRIDOR A3 2
S183 142 CORRIDOR A3 2
S184 138 EXTERIOR CORRIDOR A3 2
S185 139 EXTERIOR CORRIDOR AUTHORIZED PERSONNEL ONLY F 2
S186 138 EXTERIOR CORRIDOR A3 2
S190 DANGER - OFF LIMITS - MILITARY WORKING DOGS U 1 MULTIPLE LOCATIONS AT BUILDING
EXTERIOR PERIMETER
0 1 2 4' 3/8" = 1'-0"
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SURGERY PREP
SURGERY
RADIOLOGY
SURGERY
LAUNDRY
EXPENDABLE
SUPPLY
MECH
OXYGEN
LAB / PHARMACY
TREATMENT
FOOD PREP
15D
DEN
14D
DEN
13D
DEN
12D
DEN
11D
DEN
10D
DEN
09D
DEN
08D
DEN
07D
DEN
06D
DEN
05D
DEN
04D
DEN
03D
DEN
02D
DEN
25D
DEN
26D
DEN
27D
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28D
DEN
29D
DEN
30D
DEN
31D
DEN
32D
DEN
33D
DEN
34D
DEN
35D
DEN
36D
DEN
37D
DEN
38D
DEN
39D
DEN
40D
DEN
41D
DEN
42D
DEN
43D
DEN
44D
DEN
45D
DEN
46D
DEN
47D
DEN
47R
RUN
46R
RUN
45R
RUN
44R
RUN
43R
RUN
42R
RUN
41R
RUN
40R
RUN
39R
RUN
38R
RUN
37R
RUN
36R
RUN
35R
RUN
34R
RUN
33R
RUN
32R
RUN
31R
RUN
30R
RUN
29R
RUN
28R
RUN
27R
RUN
26R
RUN
25R
RUN
15R
RUN
14R
RUN
13R
RUN
12R
RUN
11R
RUN
10R
RUN
09R
RUN
08R
RUN
07R
RUN
06R
RUN
05R
RUN
04R
RUN
03R
RUN
02R
RUN
EXTERIOR
CORRIDOR
CORRIDOR
CORRIDOR
CORRIDOR
CORRIDOR
CORRIDOR
CORRIDOR
10E
ELEVATOR
RECOVERY
123A
MAIN ELECTRIC
1S2
STAIR 2
1S1
STAIR 1
BULK FOOD
STORAGE
LAUNDRY/ MUD
ROOM
TACK ROOM
PHYSICAL
THERAPY 2
CORRIDOR
FOOD PREP
TRAINER/HANDLERS
COMM
FIRE RISER
ISOLATION
CORRIDOR
FOOD PREP
01D
DEN
01R
RUN
48D
DEN
48R
RUN
EXTERIOR
CORRIDOR
EXTERIOR
CORRIDOR
EXTERIOR
CORRIDOR
ISOLATION
CORRIDOR
ARMS VAULT
131A
CORRIDOR
CORRIDOR
FACP
123B
EMERGENCY
ELEC.
111A
JANITOR
131B
CORRIDOR
S159
S034
S035
S048
S047
S046
S045
S044
S043
S042
S041
S040
S039
S169
S038
S037
S036
S168
S175
S084
S085
S086
S087
S088
S089
S090
S091
S092
S093
S094
S095
S096
S097
S098
S173S171
S164
S165
S163
S162
S166
S167
S158S157S154 S153
S160
S161
S151
S149
S148
S150
S155
S145
S146
S142
S143 S144
S141
S140
S147
S103
S104 S101 S102
S139
S108S109S110S111
S124 S122
S123
S119
S118
S112S113
S114S115
S052
S053
S054
S055
S056
S057
S058
S059
S060
S061
S062
S063
S064
S065
S184
S185
S182
S181 S180 S179
S075 S076 S077 S078 S079 S080 S081 S082 S083
S177
S174
S066 S067 S068 S069 S070 S071 S072 S073 S074
S001
S002
S003
S004
S005
S007
S008
S009
S010
S120
S011
S012
S183
S013
S121
S014
S015
S016
S017
S018 S019 S020
S021
S022 S023 S024 S025 S026 S027 S028 S029 S030 S031 S032 S033
S131
S130
S129
S128
S127
S126
S125
S136
S135
S134
S138S137
S006
S132 S133
S170
S186
16R
RUN
17R
RUN
18R
RUN
19R
RUN
20R
RUN
21R
RUN
22R
RUN
23R
RUN
16D
DEN
17D
DEN
18D
DEN
19D
DEN
20D
DEN
21D
DEN
22D
DEN
23D
DEN
24D
DEN
24R
RUN
S190
S190
S190
S190
S190
140A
CORRIDOR
133A
CORRIDOR
S107 S106 S105
S051
CAGE 04
CAGE 03
CAGE 02
CAGE 01
CAGE 05
CAGE 06
CAGE 07
CAGE 10
CAGE 09
CAGE 08
CAGE 11 CAGE 12
S113-1 S112-1
S104-1
S161-1
S180-1
S083-1
S176
1. CONFIRM ALL ROOM NAMES AND NUMBERS
WITH OWNER PRIOR TO FABRICATION
2. REFER TO AG601 AND AG602 FOR SIGNAGE
SCHEDULES AND MOUNTING TYPES
3. REFER TO AG603 FOR SIGNAGE TYPES
SIGNAGE GENERAL NOTES:
SHEET ID
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
F
IL
E N
A M
E
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
C H
E C
K E
D B
Y
US Army Corps of Engineers ®
D
C
B
A
C A
T E
G O
R Y
C O
D E
A N
S I D
E
F
G
2 3 4 5 6 7 8 9 10
J O
N E
S F
R A
N K
L
IN
R D
S
U
IT
E
R A
L E
IG
H
N
C
-3
(9
-6
(9
-7
F
A X
L
IC
E N
S E
F
-0
FOR OFFICIAL USE ONLY
D
A R
L
IN
G T
O N
A V
E
W
IL
M
IN
G T
O N
D
IS
T
R
IC
T W
IL
M
IN
G
T O
N N
O R
T H
C A
R O
L
IN
A
F O
R T
B R
A G
G N
O R
T H
C A
R O
L
IN
A P
N
S
O F
M
IL
IT
A
R Y
W O
R K
IN
G
D O
G F
A C
IL
IT
Y O
C T
O B
E R
10/12/2020
AT
S
TE
FO LF
A
DI
RO
10.185
E R
S
G
ET
RED RA CH
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ETI
I
WARD
B
LA
IR
ED
N A
LD
R O
C:\Users\Public\Documents\Local_Revit_Files\stn_arch_MWD_Facility_178451236_R18_Robert.Murdock65NTK.rvt
1/8/2021 1:55:34 PM
W P
M R
W H
N -1
-D
-0
R B
G S
R B
A G
.D
G N
AG101
L E
V E
L
S
IG
N A
G E
P L A
N
K M
B
READY TO ADVERTISE
1/8" = 1'-0"B1
LEVEL 1 SIGNAGE PLAN
0 4 8 16'
1/8" = 1'-0"
N
TRUE NORTH -126°
FROM PLAN
NORTH
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
R
E V
IS
IO
N S
P E
R A
M E
N D
M E
N T
J
A N
1" DIA. LADDER
RUNGS, TYP
ELEVATOR PIT
WALL, SEE PLAN
SIDE ELEVATION FRONT ELEVATION
4" 2'-0"
ELEVATOR PIT
WALL
PLAN
5"
T Y
P
FINISH FLOOR
SLAB
ELEVATOR DOOR
TRACK DUST COVER;
NOT SHOWN FOR
CLARITY
CONC. ELEVATOR
FOUNDATION PAD,
SEE STRUCT
DWG'S
2 X 3/16" X LENGTH
STEEL BENT FLAT BAR
SUPPORT BRACKETS.
INSTALL WITH 1/2"
DIAMETER BOLTS
1" DIA. LADDER
RUNGS, TYP.
2 1/2" X 3/4"
STEEL BAR SIDE
RAIL, TYP
2 1/2" X 3/4"
STEEL BAR SIDE
RAIL, TYP.
4" 2'-0"
CRYSTALINE
WATERPROOFING
AT ELEVATOR PIT
SIDES AND
BOTTOM
1-HOUR CMU WALL
WATERPROOFING
MEMBRANE
WATERPROOFING
MEMBRANE
A1
AE426
SIM
ELEVATOR DOORS
THRESHOLD SUPPORT BY
ELEVATOR MFR.
BRUSHED STAINLESS
ELEVATOR DOOR THRESHOLD
FINISH FLOOR
PROVIDE BLOCKOUT FOR
THRESHOLD INSERT, FILL
WITH GROUT
CONC FLOOR SLAB, SEE
STRUCTURAL DWG'S
DOOR FRAME
11"
CRYSTALINE WATERPROOFING
AT ELEVATOR PIT SIDES
STAINLESS STEEL DOOR
FRAME
WATER STOP
LAP VAPOR BARRIER 6" OVER
MEMBRANE AND SECURE WITH
SEALANT AND TERMINATION
BAR
WATERPROOFING MEMBRANE
ENTRANCE
MAT
ELEVATOR DOORS
THRESHOLD SUPPORT BY
ELEVATOR MFR.
BRUSHED STAINLESS
ELEVATOR DOOR THRESHOLD
FINISH FLOOR
PROVIDE BLOCKOUT FOR
THRESHOLD INSERT, FILL
WITH GROUT
COMPOSITE SLAB, SEE
STRUCTURAL DWGS.
DOOR FRAME
11"
1-HOUR CMU WALL
STAINLESS STEEL DOOR
FRAME
ELEVATOR DOORS
STAINLESS STEEL
DOOR FRAME
R .O
(M
IN
.) 8
O .C
CMU LINTEL BLOCK W/
REINFORCEMENT -
SEE STRUCTURAL
C.I.P. CONCRETE DOOR
SURROUND PER
ELEVATOR
MANUFACTURER
REQUIREMENTS
1"
1-HOUR CMU WALL
DOOR FRAME
10 3/8"
2'-0"
1 1/2" DEEP REMOVABLE
GALV METAL GRATE
STEEL ANGLE AND ANCHORS
SEE STRUCTURAL DWG'S
CONCRETE ELEVATOR
SUMP PIT
4" X 4" X 16" SPLIT FACE
CMU ABOVE FLASHING
THROUGH WALL FLASHING
8" CMU WALL
3" RIGID INSULATION
FLUID APPLIED MEMBRANE
AIR BARRIER - LAP 6" OVER
WATERPROOFING
MEMBRANE
4" X 4" X 16" SMOOTH
FACE CMU BELOW
FLASHING
WATERPROOFING MEMBRANE
GRADE - REFER TO
CIVIL DWG'S
CONCRETE
FOUNDATION WALL
SEE STRUCTURAL
DWG'S
FULLY GROUT CAVITY
MORTAR NET AT
WEEP HOLES
WEEP HOLES
CRYSTALINE
WATERPROOFING
AT ELEVATOR PIT
SIDES AND
BOTTOM
SHEET ID
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
F
IL
E N
A M
E
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
C H
E C
K E
D B
Y
US Army Corps of Engineers ®
D
C
B
A
C A
T E
G O
R Y
C O
D E
A N
S I D
E
F
G
2 3 4 5 6 7 8 9 10
J O
N E
S F
R A
N K
L
IN
R D
S
U
IT
E
R A
L E
IG
H
N
C
-3
(9
-6
(9
-7
F
A X
L
IC
E N
S E
F
-0
FOR OFFICIAL USE ONLY
D
A R
L
IN
G T
O N
A V
E
W
IL
M
IN
G T
O N
D
IS
T
R
IC
T W
IL
M
IN
G
T O
N N
O R
T H
C A
R O
L
IN
A
F O
R T
B R
A G
G N
O R
T H
C A
R O
L
IN
A P
N
S
O F
M
IL
IT
A
R Y
W O
R K
IN
G
D O
G F
A C
IL
IT
Y O
C T
O B
E R
10/12/2020
AT
S
TE
FO LF
A
DI
RO
10.185
E R
S
G
ET
RED RA CH
T C
ETI
I
WARD
B
LA
IR
ED
N A
LD
R O
C:\Users\Public\Documents\Local_Revit_Files\stn_arch_MWD_Facility_178451236_R18_Robert.Murdock65NTK.rvt
1/8/2021 3:14:35 PM
W P
M R
W H
N -1
-D
-0
R B
G S
R B
A E
.D
G N
AE426
E L E
V A
T O
R D
E T
A
IL
S
K M
B
READY TO ADVERTISE
3/4" = 1'-0"A8
ELEVATOR PIT LADDER
3" = 1'-0"A1
ELEVATOR DOOR SILL DETAIL AT LEVEL 1
3" = 1'-0"D1
ELEVATOR DOOR SILL DETAIL AT LEVEL 2
3" = 1'-0"D4
ELEVATOR DOOR HEAD DETAIL
0 1 2'
3/4" = 1'-0"
3/4" = 1'-0"F8
ELEVATOR SUMP PIT & GRATE
0 1½ 3 6"
3" = 1'-0" 3" = 1'-0"A4
ELEVATOR WALL SECTION DETAIL AT GRADE
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
R
E V
IS
IO
N S
P E
R A
M E
N D
M E
N T
J
A N
N
040' 40' 120'
1"=40'
DISTURBED AREA = 6.50 ACRES
KEY MAP:
A N
S I
D
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
D
E C
E M
B E
R
F O
R T
B
A
G G
N
O R
H
C
A R
O L
I N
A
S O
F
M
I L
I T
A R
Y
W
O R
K I N
G
D
O G
F
C
I L
I T
Y
SHEET ID
F I L E
N A
M E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
A
M A
R K
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C O
N T
R A
US Army Corps of Engineers
C A
T E
G O
Y
D
E
W P
M R
W H
N D
D E
S
I P
T I O
N
J O
N E
S
F
R A
N K
L
D
S
U I T
E
R A
L E
I G
H
N
C
F
A X
L I C
E N
E
READY TO ADVERTISE
FOR OFFICIAL USE ONLY
FOR OFFICIAL USE ONLY
W I L M
I N
G T
S
T R
I C
T
U S
A
R M
Y
C
O R
P
E
N G
I N
E E
R S
R
L I N
G T
V E
W I L M
I N
G T
O N
N
O R
H
R
O L I N
A
CG101
O V
E R
A L
L
G
R A
D I N
G
A
O
S I O
N
A
D I M
E N
T
C
O N
T R
L
A
N
D
S
A L T
S M
A N
M
M
I L E
Y
M
B
A R
T O
N
D
S
A L T
S M
A N
C G
D
G N
CONSTRUCTION SEQUENCE:
1. CONTRACTOR TO COORDINATE FENCE PENETRATION AND INSTALLATION OF
PERMANENT FENCE AND TEMPORARY FENCE WITH SOTF PRIOR TO ANY
CONSTRUCTION ACTIVITIES.
2. COMMENCE CLEARING AND GRUBBING AS REQUIRED FOR INSTALLATION OF
SEDIMENT CONTROLS.
3. INSTALL PERIMETER CONTROLS AND FINISH CLEARING AND GRUBBING.
4. COMMENCE SITE WORK, DEMOLITION AND CONSTRUCTION. ALL EXCAVATION FROM
UTILITY TRENCHING SHOULD BE PLACED ON THE HIGH SIDE OF THE TRENCH. SEE
KEYNOTE 24 FOR DEMOLITION AND INSTALLATION OF TELECOMMUNICATIONS
INFRASTRUCTURE. COORDINATE WATER AND SEWER INSTALLATION WITH ASUS.
5. COMMENCE FINAL SITE STABILIZATION. PRIOR TO CONSTRUCTION OF ANY
STORMWATER MANAGEMENT FACILITY, ALL AREAS DRAINING TO THE FACILITY MUST
BE STABILIZED WITH FINAL PAVING OR PERMANENT VEGETATION AND INFILTRATION
TRENCH SHALL BE CLEANED OUT AFTER CONSTRUCTION AND CONVERTED TO ITS
APPROVED DESIGN STATE.
KEY NOTES :
1. CONTRACTOR MAY INSTALL CRASH RATED SECURITY GATE AT ANY TIME AFTER STEP
ONE IN THE CONSTRUCTION SEQUENCE. CONTRACTOR IS RESPONSIBLE FOR
MAINTAINING GATE IN EXCELLENT WORKING CONDITION, PER MANUFACTURER'S
SPECIFICATIONS, FOR THE DURATION OF CONSTRUCTION AND MUST RECEIVE
APPROVAL OF COR PRIOR TO INSTALLATION. CONTRACTOR SHALL INSTALL A
TEMPORARY FENCE, GATE, AND MAINTAIN INTRUSION DETECTION SYSTEM (IDS) FOR
ACCESS TO THE SITE DURING CONSTRUCTION AND DURING INSTALLATION OF THE
GATE. THE TEMPORARY GATE SHALL BE LOCKED AND OPENED BY SOTF AT THE
BEGINNING AND END OF EACH WORK DAY. CONTRACTOR IS RESPONSIBLE FOR
MAINTAINING THE TEMPORARY GATE IN GOOD CONDITION.
2. ADD 8' TEMPORARY CONSTRUCTION FENCE.
3. TEMPORARY SEDIMENT FENCE, TYP. SEE SHEET C-501, DETAIL A1.
4. SKIMMER SEDIMENT BASIN. SEE SHEET C-505, DETAILS A2, A7 AND C8.
5. SEDIMENT FENCE OUTLET, TYP. SEE SHEET C-501, DETAIL A7.
6. PROJECT LIMITS OF DISTURBANCE, TYP.
7. SANITARY SEWER FORCE MAIN, BY ASUS.
8. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT. SEE SHEET C-501, DETAIL E7.
9. MULCH PATH SECTION, SEE SHEET C-510, DETAIL D5.
10. TIMBER STEPS, SEE SHEET C-513, DETAIL A3.
11. SLOPE PROTECTION MATTING MATERIAL, TYPICAL ON ALL SLOPES 3:1 AND GREATER. SEE
SHEET C-507, DETAIL D6.
12. TREE PROTECTION FENCING. SEE SHEET C-501, DETAIL A4.
13. CONCRETE WASHOUT AREA. SEE SHEET C-507, DETAIL D1.
14. INLET PROTECTION, TYPICAL. SEE SHEET C-504, DETAIL D1.
15. CONCRETE DROP INLET. SEE SHEET C-504, DETAIL C5.
16. RIP RAP, SEE SHEET C-503, DETAIL D4.
17. FLARED END SECTION. SEE SHEET C-504, DETAIL A1 AND SHEET C-509, DETAIL D1.
18. RIP-RAP OUTLET PROTECTION. SEE SHEET C-503, DETAIL A8.
19. J-HOOK, SEE SHEET C-512, DETAIL A1.
20. ENLARGED GRADING PLAN, SEE A3/CG401.
21. CURB INLET, SEE SHEET C-512, DETAIL C4.
22. DROP INLET - VALLEY GUTTER, SEE SHEET C-511, DETAIL B1.
23. BAFFLE, TYPICAL, SEE SHEET C-505, DETAIL C8.
24. INSTALL NEW TELECOMMUNICATIONS INFRASTRUCTURE PRIOR TO DEMOLITION AND/OR
ABANDONMENT OF EXISTING. EXISTING LINES SHALL REMAIN ACTIVE UNTIL NEW LINES
ARE READY FOR SWITCHOVER, SEE TELECOMMUNICATIONS DRAWINGS. BACKFILL PER
SPECIFICATIONS AND ENSURE COMPACTED SUBGRADE TO A MINIMUM 95% MODIFIED
PROCTOR MAXIMUM DRY DENSITY.
25. TELECOMMUNICATION HANDHOLE, SEE TELECOMMUNICATION DRAWINGS.
26. TELECOMMUNICATION LINE SHALL BE INSTALLED USING HORIZONTAL DIRECTIONAL
DRILLING, SEE TELECOMMUNICATION DRAWINGS.
27. SKIMMER DETAIL, SEE SHEET C-505, DETAIL A7 & A2.
OVERALL GRADING AND EROSION AND SEDIMENT CONTROL PLAN
SCALE: 1"=40'
A3
MATCHLINE SEE B1/CG102
R
E V
I S
M E
N D
M E
D
R
E V
I S
M E
N D
M E
J A
N
T
E
E
E
E
W
E
E
AC
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
W
14"
15"
5"
11"
4"
6"
5"
11"
21"
19"
16"
11"
9"
5"
14"
16"
5"
15"
14"
13"
12"
12"
20"
14"
12"
13"
12"
15"
14"
4"
4"
15"
16"
12"
12"
13"
12"
19"
16"
8"
16"
14"
4"
5"
12"
10"
6"
10"
10"
4"
4"
12"
11"
14"
13"
6"
14"
10"
4"
4"
12"
4"
16"
17"
16"
8"
10"
11"
12"
18"
4"
4"
8"
17"
16"
5"
10"
8"
9"
16"
9"
5"
4"
8"
15"
12"
16"
14"
12"
4"
4"
4"
4"
14"
10"
9"
7"
12"
16"
10"
9"
13"
4"
4"
11"
17"
6"
8"
4"
5"
6"
5"
6"
6"
E
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G
I
S
C
G
I
S
C
G
I
S
C u x
C u x
C
G
I
S
C
G
I
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C
G
I
S
C
G
I
S
C u x
C u x
C u x
C u x
C u x
C u x
C u x
C u x
C
O1933
O190T
O1929
O1908
O1936
O19CE
O19CD
O1932
G
R
A
V
A
D
G
R
A
V
A
D
G
R
A
V
A
D
G
R
A
V
A
D
CONCRETE
PAVEMENT
EXISTING GRAVEL
PARKING AREA
G
R
A
V
A
D
EXISTING GRAVEL
PARKING AREA
PALLET
BUILDING
S
C
G
I
S
C
G
I
S
C
G
I
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G
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288.6'
288.1'
276.7'
273.4'
264.2'
263.7'
263.5'
263.3'
267.5'
276.5'
278.6'
+283.5'
281.9'
287.9'
290.7'
290.1'
295.3'
295.9' +
289.5'
278.3'
283.6'
283.9'
270.5'
270.1'
267.7'
266.9'
266.8'
266.4'
265.4'
257.4'
257.6'
262.3'
262.9'
267.3'
267.9'
269.7'
270.3'
265.9'
266.6'
261.2'
261.6'
261.6'
260'
265'
268.1'
267.4'
267.9'
267.3'
251.8'
251.6'
251.9'
'2
S
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PROPOSED
BUILDING
FFE = 275.0'
± 16,700 SF
W
W
W
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W
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' 2
260'
260.5
260.5
260.5
259.16
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260'
273'
A0
A1
B0
A2
A3
A4
C0
C1
C2
T
E
E
E
E
W
E
E
AC
E
E
W
O1933
O190T
O1929
O1908
O1936
O19CE
O19CD
O1938
O1946
O1915
O1921
O190N
O1909B
O1909A
O1932
O1945
C3/CG110
A3/CG101
B1/CG102
C4/CG102
W
W
W
CO
CO
CO
CO
CO
CO
CO
CO
CO
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CO
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CO
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W
260'
273'
A0
A1
B0
A2
A3
A4
C0
C1
C2
1/11/2021
ALUM STOREFRONT
FRAME
8" CMU WALL
WRAP FINISH BACK
TO DOOR JAMB
(BOTH SIDES IF
APPLICABLE)
SCHEDULED LINTEL,
SEE STRUCTURAL
4" x 4" x 16" SPLIT
FACE CMU
BACKER ROD, SHIM
AND SEALANT
THRU WALL FLASHING
STEEL ANGLE LINTEL
21/2" METAL STUD
METAL STUD
RUNNER VENEER CAVITY
WEEPS
SEALANT
FLUID APPLIED MEMBRANE
AIR BARRIER - OVERLAP
FLASHING 3" MIN.
3" RIGID POLYSTYRENE
INSULATION
MORTAR NET
'J' BEAD
SELF ADHERING AIR
BARRIER TRANSITION
MEMBRANE STRIP
1" MIN
CONT BEADS OF
SEALANT
8" 4" 4"
ALUM STOREFRONT
FRAME
8" CMU WALL
WRAP FINISH BACK
TO DOOR JAMB
(BOTH SIDES IF
APPLICABLE)
FLUID APPLIED
MEMBRANE AIR
BARRIER - LAP
TRANSITION STRIP
4" X 4" X 16" SPLIT
FACE CMU
21/2" METAL STUD
DOUBLE METAL
STUD JAMB
3" RIGID POLYSTYRENE
INSULATION
BACKER ROD, SHIM
AND SEALANT
RETURN CMU
VENEER AT JAMB
SEALANT
GROUT & REINFORCE
PER STRUCTURAL
METAL PAN SILL
SEE DETAIL A7/AE608SOLID SURFACE
SILL BELOW
'J' BEAD
SELF ADHERING AIR
BARRIER TRANSITION
MEMBRANE STRIP
1" MIN
8" 4" 4"
BOXED STUD LINTEL
HOLLOW METAL WINDOW
FRAME
CONT. SEALANT AT
PERIMETER OF FRAME,TYP
BOTH SIDES OF PARTITION
5/8" GYPSUM BOARD
EACH SIDE
OPEN CELL SPRAY APPLIED
FOAM INSULATION
1/4" TEMPERED GLASS
APPLIED
STOP
6" METAL STUDS
@ 16" O.C.
3 1/2" GLASS FIBER
BATT INSULATION
RESILIENT CHANNEL
@ 24" O.C.
1" INSULATED
GLASS UNIT
APPLIED STOP
OPEN CELL SPRAY
APPLIED FOAM
INSULATION
CONT. SEALANT AT
PERIMETER OF FRAME,TYP
BOTH SIDES OF PARTITION
APPLIED STOP
HOLLOW METAL
WINDOW FRAME
DOUBLE METAL
STUD FRAMING
5/8" GYPSUM BOARD
EACH SIDE
6" METAL STUDS @
16" O.C.
3 1/2" GLASS FIBER
BATT INSULATION
RESILIENT CHANNEL
@ 24" O.C.
1/4" TEMPERED GLASS
1" INSULATED
GLASS UNIT
APPLIED STOP
2"
HOLLOW METAL WINDOW
FRAME
CONT. SEALANT AT
PERIMETER OF
FRAME,TYP BOTH
SIDES OF PARTITION
OPEN CELL SPRAY APPLIED
FOAM INSULATION
APPLIED
STOP
5/8" GYPSUM BOARD
EACH SIDE
6" METAL STUDS
@ 16" O.C.
3 1/2" GLASS FIBER
BATT INSULATION
RESILIENT CHANNEL
@ 24" O.C.
1/4" TEMPERED GLASS
1" INSULATED
GLASS UNIT
APPLIED STOP
8" CMU WALL
SCHEDULED
LINTEL, SEE
STRUCTURAL
HM FRAME - FILL
FRAME WITH SPRAY
FOAM BEFORE
SETTING
1" INSULATED
GLASS UNIT
5/8" x 5/8" APPLIED
STOP EACH SIDE
SELF-ADHERING AIR
BARRIER TRANSITION
MEMBRAINE
1 1/2" WIDE RABBET
1/4" CLEAR
TEMPERED GLASS
EQ 5 7/8" EQ
A1
AE513
SEALANT EACH SIDE
8'-0"
A.F.F.
8" CMU WALLGROUT &
REINFORCE PER
STRUCTURAL
HM FRAME - FILL
FRAME WITH SPRAY
FOAM BEFORE
SETTING
1" INSULATED
GLASS UNIT
5/8" x 5/8" APPLIED
STOP EACH SIDE
SELF-ADHERING AIR
BARRIER TRANSITION
MEMBRAINE
1 1/2" WIDE RABBET
1/4" CLEAR
TEMPERED GLASS
EQ 5 7/8" EQ
SEALANT EACH SIDE 2
ANCHORS - 3 PER
JAMB UNLESS NOTED
OTHERWISE
CIP CONCRETE CURB
SEALANT EACH SIDE HM FRAME - FILL
FRAME WITH SPRAY
FOAM BEFORE
SETTING
1" INSULATED
GLASS UNIT
5/8" x 5/8" APPLIED
STOP EACH SIDE
BLINDS, MOUNT TO
SILL, PULL UP TO
COVER WINDOW
DENCORRIDOR
1" 5 7/8" 1"
CHAMFER CURB AT
WINDOW OPENING
1/2" RETURN LEG
EACH SIDE
SELF-ADHERING AIR
BARRIER TRANSITION
MEMBRAINE
1 1/2" WIDE RABBET
1/4" CLEAR
TEMPERED GLASS
CONCRETE FLOOR
ALUM STOREFRONT
FRAME
8" CMU WALL
GROUT SOLID
4" x 4" x 16" SPLIT
FACE CMU
BACKER ROD, SHIM
AND SEALANT
2 1/2" METAL STUD
METAL STUD
RUNNER
BACKER ROD
AND SEALANT
FLUID APPLIED
MEMBRANE AIR
BARRIER - LAP
TRANSITION STRIP
2" RIGID INSULATION
METAL PAN SILL
SEE DETAIL A7/AE608
SLOPE
SOLID SURFACE
SILL WITH EASED
EDGE
1"
GROUT SOLID
5/8" GYP BOARD
1" MIN
SELF ADHERING AIR
BARRIER TRANSITION
MEMBRANE STRIP
1'-4"
SHEET ID
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C:\Users\Public\Documents\Local_Revit_Files\stn_arch_MWD_Facility_178451236_R18_Robert.Murdock65NTK.rvt
1/8/2021 2:55:40 PM
W P
M R
W H
N -1
-D
-0
R B
R C
M
R B
A E
.D
G N
AE607
W
IN
D O
W D
E T
A
IL
S
K M
B
READY TO ADVERTISE
3" = 1'-0"E1
WINDOW HEAD EXT DETAIL
3" = 1'-0"C1
WINDOW JAMB EXT DETAIL
3" = 1'-0"E6
WINDOW HEAD HM DETAIL (STC 50)
3" = 1'-0"C6
WINDOW JAMB HM DETAIL (STC 50)
3" = 1'-0"A6
WINDOW SILL HM DETAIL (STC 50)
0 1½ 3 6"
3" = 1'-0"
3" = 1'-0"E4
WINDOW HEAD HM DEN TYP
3" = 1'-0"C4
WINDOW JAMB HM DEN TYP
3" = 1'-0"A4
WINDOW SILL HM DEN TYP
3" = 1'-0"A1
WINDOW SILL EXT DETAIL
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
R
E V
IS
IO
N S
P E
R A
M E
N D
M E
N T
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A N
BUY IT ONCE - IT LASTS FOREVER.
ã
W48HT-LH
48-INCH STAINLESS STEEL STEP-IN ANIMAL
BATHTUB WITH BUILT-IN HAIR CATCHING
SYSTEM - LEFT SIDE PLUMBING
ATS/DEG
12/6/18
1/2"=1'-0"
W48HT-LH
AutoCAD SHX Text
%%UFRONT VIEW
AutoCAD SHX Text
%%USIDE VIEW
AutoCAD SHX Text
%%UTOP VIEW
AutoCAD SHX Text
ROLLED EDGE @ FRONT
AutoCAD SHX Text
1/4" ROD @ LOCATION SHOWN & OUT 1" FROM BACK TO ATTACH RESTRAINTS.
AutoCAD SHX Text
S/S LEG GUSSETS
AutoCAD SHX Text
S/S LEGS W/ ADJ. BULLET FEET
AutoCAD SHX Text
HEMMED EDGE TO OUTSIDE
AutoCAD SHX Text
ROLLED EDGE @ FRONT
AutoCAD SHX Text A
AutoCAD SHX Text A
AutoCAD SHX Text
S/S HAIR COLLECTION TROUGH
AutoCAD SHX Text
1 1/2" DRAIN OUTLET UNDER PERFORATED HAIR CATCHING BASKET
AutoCAD SHX Text
WATER & EXCESS HAIR RUN INTO DRAIN RECESS
AutoCAD SHX Text
39" HIGH BACK RISER, FROM BOTTOM OF TUB TO TOP W/HEMMED EDGE TO OUTSIDE
AutoCAD SHX Text
DETAIL A 1:6 SCALE
AutoCAD SHX Text
TETHERING LOOPS AT 10.5" FROM EACH END
AutoCAD SHX Text SCALE: x 2
AutoCAD SHX Text
%%USECTION A-A
AutoCAD SHX Text
PERFORATED BOTTOM & SIDES
AutoCAD SHX Text
%%UISOMETRIC VIEW
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
%%UPERF. BASKET
AutoCAD SHX Text
14 GA. S/S CONSTRUCTION OF TUB BOTTOM
AutoCAD SHX Text
OVERHANG
AutoCAD SHX Text
DEEP BASKET
AutoCAD SHX Text
PERFORATED BASKET FITS INTO DRAIN RECESS
AutoCAD SHX Text
VERTICAL TUB WALL
AutoCAD SHX Text
OMAHA, NEBRASKA
AutoCAD SHX Text
(402) 935-0771
AutoCAD SHX Text
FAX: (402) 334-0143
AutoCAD SHX Text
(866) 774-3837
AutoCAD SHX Text
WWW.FOREVERSTAINLESSSTEEL.COM
AutoCAD SHX Text Forever Stainless Steel 2018ã
AutoCAD SHX Text
REVISION:
AutoCAD SHX Text
SHT. NO.:
AutoCAD SHX Text
DWG. NO.:
AutoCAD SHX Text
MODEL:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
DESCRIPTION:
AutoCAD SHX Text U.S. Patent 7080608 & 8220417
AutoCAD SHX Text
NOTE: ALL DIMENSIONS MAY VARY SLIGHTLY DUE TO NORMAL MANUFACTURING TOLERANCES
15 5/16" 389mm
14 15/16" 379mm
6 9/16" 166mm
365mm Ø14 3/8"
8 1/8" 206mm
TAG:
by by
Epoxy Coated Retractable Hose Reels
Open Epoxy Coated Steel Hose Reel
Architect/Engineering Specifications:
F equip Foodservice Accessories
Job Name__________________________________
Model Specified________________Quantity_______
2 Saddleback Cove 04/06/17
EPAct 2005 Non-Compliant (PRSV)
Flow Rate: 4.20 GPM @ 60 psi •
Product Compliance:
Ph 800-891-4808 www.tsbrass.com
Fax 800-868-0084
NSF 61 Exempt (Non-Potable)
Date:
Variations Specified__________________________ Date______________________________________
Features & Benefits:
Travelers Rest, SC 29690
Performance Data:
Pressure: 20 - 125 psi • Temperature: 40 F - 140
Warranty: One Year (Limited)
Hose: One Year (Limited)
5HR-222-12
polished chrome plated spray valve
Open coated hose reel• Front trigger brass water gun• 3/8" x 25' hose • Ratcheting system holds the length of hose until a slight tug• to retract automatically 3/8" NPT female inlet• Adjustable hose bumper• Multi-fit bracket for wall, ceiling or under counter mounting• Material: Epoxy coated steel open reel and wall bracket, Open epoxy coated steel hose reel with front trigger brass water gun, 3/8" x 25' hose, ratcheting system, multi-fit bracket, adjustable hose bumper and 3/8" NPT female inlet.
BUY IT ONCE - IT LASTS FOREVER.
ã
WALL-MOUNT FAUCET FIXTURE WITH
STAINLESS STEEL FLEX HOSE AND
BUILT-IN BACKFLOW PREVENTER
ATS/DEG
01/21/19
1/8" = 1'-0"
QUALITY FIXTURE
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BLUE ANGLE SPRAY VALVE & GRIP HANDLE
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96" FLEXIBLE STAINLESS STEEL HOSE
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SWIVEL ELBOW
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4" RISER
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CONTINUOUS PRESSURE VACUUM BREAKER
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8" C/C WALL MOUNT MIXING FCT. W/ SPRING CHECKS & 1/2" NPT FEMALE INLETS
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HANGER HOOK
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OMAHA, NEBRASKA
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(402) 935-0771
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FAX: (402) 334-0143
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(866) 774-3837
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WWW.FOREVERSTAINLESSSTEEL.COM
AutoCAD SHX Text Forever Stainless Steel 2019ã
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REVISION:
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SHT. NO.:
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DWG. NO.:
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MODEL:
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DRAWN BY:
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SCALE:
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DATE:
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DESCRIPTION:
REV. DATE DESCRIPTION BY CKD. BY
WEIGHT
POUNDS
VOLUME
CUBIC FEET
FIGURE NUMBER
LOCATION
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R STAINLESS STEEL TRENCH DRAIN
6" WIDE MODULAR STAINLESS STEEL TRENCH DRAIN SYSTEM
JJ
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Pa ce
PJ
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S9
H
ENGINEERING SPECIFICATION: Jay R. Smith Mfg. Co.® stainless steel trench drain channels shall be 39.38" long, 6.38" wide, and have a 4" wide throat with bolting end plates. 23 modular channel sections shall be made of 16 gauge type 304 stainless steel.
Channels shall be provided either neutral (flat) or with a .6% pre-slope. Channels shall be available with inverts ranging from 3.75" to 7.50". Regularly furnished with secured light duty 9870-450-SS slotted stainless steel grate and 4" no-hub vertical outlet on channel sections 2, 5, 10 and 15. End outlet plates are available in 2", 3", and 4" no-hub, see table for channel selection. Trench drain shall be Jay R. Smith Mfg. Co.® figure number 9660 series.
49' - 2 1/2" (15 meters) Sloped
39.38 (1000) 1 meter
6.38 (162)
4.90 (125)
4.00 (102)
3 3/16 (81) 2"(51) Top of Flange
2"(51)
“A”
INVERT DEPTH PER
CHANNEL SECTION
FLOW
REGULARLY FURNISHED:
Fabricated 16 Gauge type 304 stainless steel trench drain system with pre-sloped modular trench drain body sections (depth as specified #1 shallowest #15 deepest) with bolting end plates, 4” NO-HUB bottom outlet at low end, supplied with secured stainless steel 9870-450-SS slotted grate.
VARIATIONS:
Buttweld Outlet -BW Dome Bottom Strainer -DBS 2 (50), 3 (75), 4 (100) End Outlet (specify size) 4" Center Bottom Outlet (10N only) Shallow End Cap (Specify Channel) Deep End Cap (Specify Channel) Flashing Flange and Collar -FC Catch Basin -CB Stainless Steel Bucket -BSS
SIDE VIEW OF CHANNEL
4 (1 meter) Sloped Channels with 4" Vertical Outlet
2 1/2 (64) Typical Dimension from invert of channel to bottom of outlet connection
4 (1 meter) Non-Sloping Neutral Channels
4 (100) No Hub Outlet Channels 2, 5, 10, 15
Flashing Flange and Collar (When Specified)
Anchoring Tabs with Leveling Bolts
*Available with 4" Center Outlet for Trough Drain Configuration
2 3 4 5
5Y
6 7 8 9 10
10Y
11 12 13 14 15
15Y
**9660 -CB Connects to Ch. #15 only
-C B
4" No Hub Side Outlet
26.43 (671)
1' - 7 11/16" (671)
2Y
5N
045N 095N
When specified -FC Weep Holes supplied
10N 15N2N
*10NY
CL
END VIEW OF CHANNEL
NOTE: Dimensions shown in parentheses are in millimeters.
Channel 1 thru 6 Channel 7 thru 11 Channel 12 thru 15
“A” “A” “A”
6.44 (164)
7.69 (195)
8.94 (227)
OPTIONAL MATERIALS:
Type 316 Stainless Steel -316SS Trench Body only
E 9/22/09 Added Basin & Bucket RN MD F 2-18-13 Added 1/2 Meter Channels TBW PJ G 4-11-13 Added 10NY Detail TBW PJ H 6-18-15 Added -Y TBW PJ
1/2 Meter Neutral Channel
1/2 Meter Neutral Channel
NOTE: For Grating Options, See Back Sheet
WARNING: Cancer and Reproductive Harm - www.P65Warnings.ca.gov
JAY R.
SMITH MFG. CO.®
MEMBER OF MORRIS GROUP INTERNATIONAL
POST OFFICE BOX 3237
MONTGOMERY, ALABAMA 36109-0237 (USA)
TEL: 334-277-8520 FAX: 334-272-7396 www.jrsmith.com
CUSTOMER
DRIVEN
SMITH®
MEMBER OF:
ASPE
SANITARY
E N G IN E E RINGPrevention Rather Than Cure
SINCE 1926
PL
UMBING AND DRAINAGE
INSTITUTE
M E M B E R
M E M B E R
REV. DATE DESCRIPTION BY CKD. BY
WEIGHT
POUNDS
VOLUME
CUBIC FEET
FIGURE NUMBER
LOCATION
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R STAINLESS STEEL TRENCH DRAIN - AVAILABLE SECTIONS
9660BS
B S
JJ
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PJ
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B
S K
Light Duty-DIN 19580/EN 1433 Load Class A-3500 lbs-70 psi. Pedestrian, Bicycle, and Wheelchair Traffic:
9870-447-SSADA ADA Stainless Steel 9870-450-SS Slotted Stainless Steel 9870-451-SSPA Perforated Stainless Steel
Extra Heavy duty DIN 19580 Class E- 135,000 lbs- 2,788 psi. For Commercial Solid Tire Traffic Patterns, Forklifts and Impacts from Steel Struts or Metal Wheels.
9870-490-SSHDE-3 1/4 x 3/8 Slotted Stainless Steel Grate
(42.60 SQ. IN.)
NOTE: Dimensions shown in parentheses are in millimeters.
*BASED ON OPEN-ENDED CHANNEL LESS GRATE WITH NO OUTLET CAP.
Heavy Duty-DIN 19580/EN 1433 Load Class C-56,000 lbs-1,162 psi. Commercial Pneumatic Tire Traffic Patterns, Pneumatic Tire Forklifts and Pneumatic Tire Tractor Trailers:
9870-430-SSM Stainless Steel Mesh 9870-455-SSHD Slotted Stainless Steel 9870-465-SSP Perforated Stainless Steel 9870-466-SBG Stainless Steel Bar Grate 9870-466-SBG Stainless Steel Bar Grate (Type 316SS) 9870-466-SBG-ASNG Anti-Slip Notched Stainless Steel Bar Grate
Channel Number
GRATING OPTIONS
Shallow Invert Depth
Deep Invert Depth
“A” Body Height
Deep End
Bottom Outlet
Size Avail.
End Outlet
Size Avail.
Max Flow Rate*
GPM CFS
9660-1 3.75 (95) 4.00 (102) 6.44 (164) -
4"
2"
2"
102 .23 9660-2 4.00 (102) 4.25 (108) 6.44 (164) 115 .26 9660-2 Outlet -Y 4.00 (102) 4.25 (108) 6.44 (164) 115 .26 9660-2 Neutral 4.25 (108) 4.25 (108) 6.44 (164) 115 .26 9660-3 4.25 (108) 4.50 (114) 6.44 (164) 128 .29 9660-045 1/2 Neutral 4.50 (114) 4.75 (121) 6.44 (164) 141 .31
-9660-4 4.50 (114) 4.75 (121) 6.44 (164) 141 .31
- 2", 3"9660-5 4.75 (121) 5.00 (127) 6.44 (164) 154 .34
4"9660-5 Outlet -Y 4.75 (121) 5.00 (127) 6.44 (164) 154 .34
- 2", 3"
2", 3" 9660-5 Neutral 5.00 (127) 5.00 (127) 6.44 (164) 154 .34
-9660-6 5.00 (127) 5.25 (133) 6.44 (164) 167 .37 -9660-7 5.25 (133) 5.50 (140) 7.69 (195) 183 .41 -9660-8 5.50 (140) 5.75 (146) 7.69 (195) 196 .44 -9660-9 5.75 (146) 6.00 (152) 7.69 (195) 209 .47 -9660-095 1/2 Neutral 6.00 (152) 6.00 (152) 7.69 (195) 209 .47
- 2", 3", 4"9660-10 6.00 (152) 6.25 (159) 7.69 (195) 222 .50
4"9660-10 Outlet -Y 6.00 (152) 6.25 (159) 7.69 (195) 222 .50
- 2", 3", 4"9660-10 Neutral 6.25 (159) 6.25 (159) 7.69 (195) 222 .50
4"9660-10 N-Outlet -Y 6.25 (159) 6.25 (159) 7.69 (195) 222 .50 -9660-11 6.25 (159) 6.50 (165) 7.69 (195) 235 .52 -9660-12 6.50 (165) 6.75 (171) 8.94 (227) 248 .55 -9660-13 6.75 (171) 7.00 (178) 8.94 (227) 261 .58 -9660-14 7.00 (178) 7.25 (184) 8.94 (227) 274 .61
- 2", 3", 4"9660-15 7.25 (184) 7.50 (190) 8.94 (227) 287 .64
4"9660-15 Outlet -Y 7.25 (184) 7.50 (190) 8.94 (227) 287 .64
- 2", 3", 4"9660-15 Neutral 7.50 (190) 7.50 (190) 8.94 (227) 287 .64
K 4-9-19 Revised Load Class C MW PJ
G 6-18-15 Added -Y to Table TBW PJ H 11-27-17 Added 9870-466-SBG-ASNG Grate TBW MD J 3-29-18 Revised Table TBW PJ
JAY R.
SMITH MFG. CO.®
MEMBER OF MORRIS GROUP INTERNATIONAL
POST OFFICE BOX 3237
MONTGOMERY, ALABAMA 36109-0237 (USA)
TEL: 334-277-8520 FAX: 334-272-7396 www.jrsmith.com
CUSTOMER
DRIVEN
SMITH®
MEMBER OF:
ASPE
SANITARY
E N G IN E E RINGPrevention Rather Than Cure
SINCE 1926
PL
UMBING AND DRAINAGE
INSTITUTE
M E M B E R
M E M B E R
WARNING: Cancer and Reproductive Harm - www.P65Warnings.ca.gov
| 8967663_8982846_AG601.pdf |
| Sheets |
| AG601 - LEVEL 1 SIGNAGE SCHEDULE |
| 8967663_AG602.pdf |
| Sheets |
| AG602 - LEVEL 2 SIGNAGE SCHEDULE AND MOUNTING |
| 8967665_AG101.pdf |
| Sheets |
| AG101 - LEVEL 1 SIGNAGE PLAN |
| 8971595_AE426.pdf |
| Sheets |
| AE426 - ELEVATOR DETAILS |
| 8973087_CG101.pdf |
| Sheets and Views |
| CG101 |
| 89711901_AE607.pdf |
| Sheets |
| AE607 - WINDOW DETAILS |
| Dog Bath.pdf |
| Sheets and Views |
| Layout1 |
| Quality Fixture.pdf |
| Sheets and Views |
| Layout1 |
| Trench Drain.pdf |
| 9660 |
| 9660 Available Sections |
| TAG: |
| Job Name: |
| Model Specified: |
| Quantity: |
| Variations Specified: |
| Date: |
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File details come from the government source that posted it. Updated .