HomeMy WebLinkAboutPlans 1EQUIPMENT TAG
NORTH ARROW
LEVEL CALLOUTS
BUILDING SECTION
A101
1
REF
RE
F
REF
RE
F
BUILDING ELEVATION
A101
1 SIM
DETAIL INDICATOR
1
1
A101
SIM
T.O. FND. WALL
100'-0"
DATE ISSUED
SHEET NUMBER
1898 S. FLATIRON CT.
SUITE 125
BOULDER, CO 80301
e. info@ceresgs.com
p. 303.495.5006
9/1/2020
7/30/2021
9/15/2021
A-0.0
COVER SHEET
GR
E
E
N
H
O
U
S
E
C
O
M
P
L
E
X
AN
D
Y
B
R
U
N
O
36
4
S
T
O
R
M
K
I
N
G
R
O
A
D
,
N
E
W
C
A
S
T
L
E
,
C
O
8
1
6
4
7
MIN MINIMUM
N/A NOT APPLICABLE
NTS NOT TO SCALE
O.C. ON CENTER(S)
OSB ORIENTED STRAND BOARD
PCM PHASE CHANGE MATERIAL
PSI POUNDS PER SQUARE INCH
R.O. ROUGH OPENING
RM ROOM
S.F. SQUARE FEET
SCHED SCHEDULE
SPEC SPECIFICATIONS
T.O. TOP OF
TBD TO BE DETERMINED
THERM. THERMOSTAT
W/ WITH
W/O WITHOUT
WP WATER PROOF
ARCH ARCHITECTURAL
AWIP ALL WEATHER INSULATED PANELS
B.O. BOTTOM OF
BLDG BUILDING
CD CONSTRUCTION DOCUMENT
CFM CUBIC FEET PER MINUTE
CIRC. CIRCULATION
CMU CONCRETE MASONRY UNIT
CONC CONCRETE
DBL DOUBLE
DIA DIAMETER
DIM DIMENSION
ELEC ELECTRIC(AL)
EQ EQUAL
ETFE ETHELYNE
TETRAFLUOROETHELYNE
FND FOUNDATION
FT FOOT/FEET
GAHT GROUND TO AIR HEAT TRANSFER
SYSTEM
GH GREENHOUSE
HDPE HIGH-DENSITY POLYETHYLENE
HH HEAD HOUSE
HP HORSE POWER
HVAC HEATING/VENTILATION/AIR
CONDITIONING
IMP INSULATED METAL PANEL
ABBREVIATIONS
GENERAL NOTES
INDEX OF DRAWINGS
A-0.0 COVER SHEET
A-1.0 PERSPECTIVES
A-1.1 FLOOR PLAN
A-2.0 ELEVATIONS
A-3.0 SECTIONS
A-3.1 WALL SECTIONS
A-4.0 STANDARD FAN, LOUVER & DOOR DETAILS
A-5.0 ETFE ROOF & SOUTH WALL
A-5.1 ETFE EAST & WEST WALL
A-5.2 ETFE DETAILS
A-6.0 GAHT® DESIGN
A-7.0 ELECTRICAL PLAN
A-8.0 SCHEDULES
SYMBOLS
ANDY BRUNO
364 Storm King Road,
New Castle, CO 81647
CLIENT
DESIGN PROFFESIONAL
CERES GREENHOUSE SOLUTIONS
1898 S. FLATIRON CT. SUITE 125
BOULDER, CO 80301
e. info@ceresgs.com
p. 303.495.5006
ANDY BRUNO
STRUCTURAL ENGINEER
DOTEC ENGINEERING
242 JEFFERSON STREET
ST. CHARLES, MO 63301
636-724-9872
364 STORM KING ROAD,
NEW CASTLE, CO 81647
GREENHOUSE COMPLEX
THIS DOCUMENT CONTAINS CONFIDENTIAL AND PROPRIETARY INFORMATION THAT CANNOT BE REPRODUCED OR DIVULGED, IN WHOLE OR IN PART, WITHOUT WRITTEN AUTHORIZATION FROM CERES
GREENHOUSE SOLUTIONS LLC.
DRAWINGS AND SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF CERES GREENHOUSE SOLUTIONS WHETHER THE PROJECT FOR WHICH THEY WERE PREPARED IS EXECUTED
AND CONSTRUCTED OR NOT. THESE DOCUMENTS ARE NOT TO BE REPRODUCED IN ANY FORM AND THEY ARE NOT TO BE USED BY THE PROJECT OWNER NOR ANY OTHER ENTITY ON ANY OTHER PROJECTS OR
FOR ANY EXTENSIONS OR ADDITIONS OR ALTERATIONS TO THE ORIGINAL PROJECT EXCEPT BY WRITTEN AUTHORIZATION AND PERMISSION FROM AN AGREEMENT WITH CERES GREENHOUSE SOLUTIONS.
CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN ON THE DRAWINGS AT THE JOB SITE AND SHALL NOTIFY THE DESIGN PROFESSIONAL OF ANY DISCREPANCIES, OMISSIONS, AND/OR
CONFLICTS BEFORE PROCEEDING WITH THE WORK. THE CONTRACTORS ARE TO VERIFY ALL FIELD CONDITIONS BEFORE PROCEEDING WITH WORK. EACH SUB-CONTRACTOR IS TO FIELD VERIFY THE CONDITION
OF THE SITE PRIOR TO COMMENCING THAT PORTION OF THE WORK AND IS TO BRING ANY DISCREPANCIES TO THE ATTENTION OF THE GENERAL CONTRACTOR AND THE DESIGN PROFESSIONAL BEFORE
PROCEEDING. SUB-CONTRACTORS PROCEEDING WITH THEIR PORTION OF THE WORK WITHOUT REPORTING ANY DEFECTS IN PRIOR WORK WILL BE JUDGED TO HAVE ACCEPTED THE WORKING CONDITIONS AND
AGREE THAT THEIR NEW WORK CAN ACCEPTABLY BE CONSTRUCTED ON THE WORK THAT HAS PRECEDED THEM.
CONTRACTOR MUST COMPLY WITH THE RULES AND REGULATIONS OF AGENCIES HAVING JURISDICTION AND SHALL CONFORM TO ALL CITY, COUNTY, STATE, AND FEDERAL CONSTRUCTION, SAFETY AND SANITARY
LAWS, CODES, STATUTES AND ORDINANCES. ALL FEES, TAXES, PERMITS, APPLICATIONS, AND CERTIFICATES OF INSPECTIONS, AND THE FILING OF ALL WORK WITH GOVERNMENTAL AGENCIES SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR.
ALL WORK SHALL BE PERFORMED BY SKILLED AND QUALIFIED WORKMEN IN ACCORDANCE WITH THE BEST PRACTICES OF THOSE TRADES INVOLVED, AND IN COMPLIANCE WITH BUILDING REGULATIONS AND/OR
GOVERNMENTAL LAWS, STATUTES OR ORDINANCES.
CONTRACTORS SHALL BE RESPONSIBLE FOR THE DISTRIBUTION OF DRAWINGS AND/OR SPECIFICATIONS TO THE TRADES UNDER THEIR JURISDICTION.
ALL WORK SHALL BE ERECTED AND INSTALLED PLUMB, LEVEL, SQUARE, TRUE, AND IN PROPER ALIGNMENT.
ALL MATERIALS SHALL BE NEW, UNUSED AND OF THE HIGHEST QUALITY IN EVERY RESPECT, UNLESS NOTED OTHERWISE. MANUFACTURED MATERIALS AND EQUIPMENT SHALL BE INSTALLED PER
MANUFACTURER'S RECOMMENDATIONS AND INSTRUCTIONS. ANY AND ALL FREIGHT DAMAGE OR LOSSES SHALL BE REPORTED WITHIN 24 HOURS OF DELIVERY.
THERE SHALL BE NO SUBSTITUTION OF MATERIALS WHERE A MANUFACTURER IS SPECIFIED, WHERE THE TERMS "EQUAL TO", "EQUIVALENT" OR "APPROVED EQUAL" ARE USED THE ARCHITECT SHALL DETERMINE
EQUALITY BASED ON INFORMATION SUBMITTED BY THE CONTRACTOR.
CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES FREE OF THE ACCUMULATION OF WASTE MATERIALS OR RUBBISH. PREMISES SHALL BE SWEPT CLEAN DAILY OF RELATED CONSTRUCTION DEBRIS AT THE
COMPLETION OF THE WORK TO LEAVE THE JOB SITE FREE OF ALL MATERIALS.
DO NOT SCALE DRAWINGS, DIMENSIONS SHALL GOVERN, LARGER SCALE DRAWINGS SHALL GOVERN SMALLER SCALE.
DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF
CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE DESIGN PROFESSIONAL.
THE CONTRACTOR SHALL CHECK AND COORDINATE WITH THE ELECTRICAL AND MECHANICAL CONTRACTORS FOR BLOCK-OUTS, CONDUIT, PIPE SLEEVES, EMBEDDED ITEMS, ETC. TO BE PLACED IN THE CONCRETE
AND MASONRY, AS WELL AS OPENING IN THE STRUCTURE FOR MECHANICAL AND ELECTRICAL INSTALLATIONS.
ANY CHANGE WHICH RESULTS IN EXTRA COST SHALL NOT PROCEED WITHOUT WRITTEN AUTHORIZATION OF THE OWNER AND THE DESIGN PROFESSIONAL.
THE DESIGN, ADEQUACY, AND SAFETY OF ERECTION BRACING, SHORING, TEMPORARY SUPPORTS, ETC. IS THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND HAS NOT BEEN CONSIDERED BY THE
ARCHITECT OR ENGINEER. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE AND STRUCTURAL MEMBERS THROUGHOUT CONSTRUCTION.
ANY AMBIGUITIES, DISCREPANCIES, OR CONFLICTS DISCOVERED THROUGH THE USE OF THESE DRAWINGS SHALL BE REPORTED IMMEDIATELY TO THE DESIGN PROFESSIONAL.
THE CONTRACTOR IS RESPONSIBLE TO SECURE ANY AND ALL PERMITS, FEES, LABOR, EQUIPMENT, ETC. REQUIRED TO PROVIDE A COMPLETE PROJECT.
THE CONTRACTOR IS REQUIRED TO PROVIDE THE NECESSARY STEPS TO FULLY PROTECT THE PUBLIC FROM INJURY AND ADJACENT PROPERTIES FROM DAMAGE DURING CONSTRUCTION AS REQUIRED BY LOCAL
CODES. THE CONTRACTOR WILL ALSO PROVIDE FOR THE PROTECTION OF WORK TO DATE, ENSURING THAT NEW TRADES DO NOT DAMAGE THE FINISHED WORK OF OTHER TRADES.
THE OWNER SHALL OBTAIN 'ALL RISK' INSURANCE FOR THE DURATION OF THE PROJECT. THE CONTRACTOR SHALL OBTAIN THE CUSTOMARY STATUTORY INSURANCES, COMPREHENSIVE GENERAL LIABILITY,
WORKMAN'S COMPENSATION, ETC. THE DESIGN PROFESSIONAL AND THE OWNER SHALL BE NAMED AS AN INSURED PARTY TO THE 'ALL RISK' POLICY.
DIMENSIONS SHOWN OUTSIDE OF BUILDING ARE FROM FACE OF FRAMING TO CENTER OF ROUGH OPENINGS OR FACE OF FRAMING, UNLESS NOTED OTHERWISE.
DIMENSIONS SHOWN INSIDE OF BUILDING ARE FROM FACE OF FRAMING TO FACE OF FRAMING, UNLESS NOTED OTHERWISE..
DATE ISSUED
SHEET NUMBER
1898 S Flatiron Ct Suite 125,
Boulder, CO 80301
e. info@ceresgs.com
p. 303.495.5006
THIS DOCUMENT CONTAINS CONFIDENTIAL AND PROPRIETARY INFORMATION THAT CANNOT BE REPRODUCED OR DIVULGED, IN WHOLE OR IN PART, W ITHOUT WRITTEN AUTHORIZATION FROM CERES GREENHOUSE SOLUTIONS LLC.
9/1/2020
7/30/2021
A-1.0
PERSPECTIVES
GR
E
E
N
H
O
U
S
E
C
O
M
P
L
E
X
AN
D
Y
B
R
U
N
O
36
4
S
T
O
R
M
K
I
N
G
R
O
A
D
,
N
E
W
C
A
S
T
L
E
,
C
O
8
1
6
4
7
A-1.0
3 SOUTH PERSPECTIVE
A-1.0
2 SOUTH EAST PERSPECTIVE
A-1.0
1 SOUTH WEST PERSPECTIVE
A-1.0
4 NORTH WEST PERSPECTIVE
A-1.0
6 EAST INTERIOR PERSPECTIVE
A-1.0
5 WEST INTERIOR PERSPECTIVE
2
A-3.0
2
A-3.0
A-2.0
1
A-2.0
2
300
300
319300
1
A-3.0
1
A-3.0
300
335
300
2
2
3
3
12
12
4
4
5
5
6
6
7
7
8
8
9
9
10
10
11
11
13
13
1
1
A A
B B
H H
15
'
-
0
"
300
1'
-
6
"
436.33 SF
MECHANICAL
445.92 SF
OFFICE
629.90 SF
STORAGE
68.12 SF
UNISEX RR #273.51 SF
JANITORIAL
7240.00 SF
GREENHOUSE
E E
2
A-3.1
68.12 SF
UNISEX RR #1
12
.
2
3
S
F
CL
O
S
E
T
300 300
A-5.0
2
A-5.1
1
A-5.1
2
1
A-3.1
3
A-3.0
3
A-3.0
A-5.2
1
WT-ROS
WT-TRO
WT-FPS
P-BSP-BS
P-URP-UR
P-WCP-WC
1'
-
6
"
C-TM
C-TM
C-TM
C-TMC-TM
C-TM
C-GEXC-GEXC-GEX
C-GEX C-GEXC-GEX
9'
-
8
"
4'
-
3
1
/
2
"
4"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"4"
G G
F F
D D
C C
6'
-
0
"
20
'
-
6
"
3'
-
6
"
3'
-
6
"
20
'
-
6
"
6'
-
0
"
15
'
-
0
"
120' - 8"
31' - 11"15' - 3"64' - 0"
2'
-
0
"
3' - 0"
3' - 0"
29
'
-
0
"
31
'
-
0
"
38' - 5"39' - 3"37' - 0"
3' - 0"
29
'
-
0
"
2' - 8"5' - 2"4' - 2"
60
'
-
0
"
7' - 7"2' - 9"
14
'
-
4
"
42' - 7 1/2"29' - 9"24' - 1 1/2"
7' - 0 1/2"7' - 0 1/2"
75
'
-
0
"
3' - 2 1/2"6' - 4"
6' - 8 1/2"9"
4'
-
2
"
12
'
-
0
"
1'
-
3
"
3'
-
2
1
/
2
"
39
'
-
5
"
A-2.0
4
A-2.0
3
NO SLAB
SLAB
NOTE: SLAB EXTENDS TO SOUTH FACE OF PARTITION WALL
@ GL "B" AND WILL BE POURED AFTER PIERS AND FROST
WALLS. SEE STRUCTURAL FOR DETAILS.
15
'
-
0
"
S
L
A
B
60
'
-
0
"
N
O
S
L
A
B
DATE ISSUED
SHEET NUMBER
1898 S Flatiron Ct Suite 125,
Boulder, CO 80301
e. info@ceresgs.com
p. 303.495.5006
THIS DOCUMENT CONTAINS CONFIDENTIAL AND PROPRIETARY INFORMATION THAT CANNOT BE REPRODUCED OR DIVULGED, IN WHOLE OR IN PART, W ITHOUT WRITTEN AUTHORIZATION FROM CERES GREENHOUSE SOLUTIONS LLC.
9/1/2020
7/30/2021
A-1.1
FLOOR PLAN
GR
E
E
N
H
O
U
S
E
C
O
M
P
L
E
X
AN
D
Y
B
R
U
N
O
36
4
S
T
O
R
M
K
I
N
G
R
O
A
D
,
N
E
W
C
A
S
T
L
E
,
C
O
8
1
6
4
7
SCALE: 3/16" = 1'-0"A-1.1
1 FLOOR PLAN
KEYNOTE LEGEND
KEY VALUE KEYNOTE TEXT
C-GEX GAHT® EXHAUST
C-TM AUTOMATED GAHT® TRANSITION MANIFOLD
P-BS BATHROOM SINK - SEE FIXTURE SCHEDULE
P-UR URINAL - SEE FIXTURE SCHEDULE
P-WC WATER CLOSET - SEE FIXTURE SCHEDULE
WT-FPS FOGGING PUMP SKID
WT-ROS R.O. SKID
WT-TRO 80 GALLON R.O. TREATED RESERVOIR
Produced with a Trial Version of PDF Annotator - www.PDFAnnotator.com
T.O. FND WALL
100' - 0"
T.O. GH EAVE
112' - 0"
GH PEAK
122' - 0"
1
A-3.0
1
A-3.0
2
2
3
3
12
12
4
4
5
5
6
6
7
7
8
8
9
9
10
10
11
11
13
13
1
1
319 300
M-E36M-E36M-E36M-E36M-E36M-E36M-E36M-E36
C-IMPW
C-IMPR
M-HEX
C-RGF
M-HEX
C-RKF
C-IMPW
M-HEXM-HEXM-HEX
C-FND
T.O. FND WALL
100' - 0"
T.O. KNEE WALL
103' - 0"
T.O. GH EAVE
112' - 0"
GH PEAK
122' - 0"
1
A-3.0
1
A-3.0
2
2
3
3
12
12
4
4
5
5
6
6
7
7
8
8
9
9
10
10
11
11
13
13
1
1
O.C. TYP.
3' - 0"
M-I10
GZ-EW
GZ-ER
M-HEX
C-RKF
GZ-EF
GZ-EC
M-HEX
C-IMPK
M-I10
1'
-
6
"
C-FND
T.O. FND WALL
100' - 0"
2
A-3.0
2
A-3.0
T.O. GH EAVE
112' - 0"
GH PEAK
122' - 0"
A
A
B
B
H
H
E
E
3
A-3.0
3
A-3.0
G
G
F
F
D
D
C
C
M-I41M-I41
C-IMPW
C-IMPR
C-IMPW
C-RKF
GZ-EW
M-HEX
C-FND
3" / 12"
2 " / 1 2 "
T.O. FND WALL
100' - 0"
2
A-3.0
2
A-3.0
T.O. GH EAVE
112' - 0"
GH PEAK
122' - 0"
A
A
B
B
H
H
E
E
3
A-3.0
3
A-3.0
G
G
F
F
D
D
C
C
M-I41M-I41
C-IMPW
GZ-E3
C-RKF
GZ-ECM-HEX
C-FND
3 " / 1 2 "
2" / 12"
DATE ISSUED
SHEET NUMBER
1898 S Flatiron Ct Suite 125,
Boulder, CO 80301
e. info@ceresgs.com
p. 303.495.5006
THIS DOCUMENT CONTAINS CONFIDENTIAL AND PROPRIETARY INFORMATION THAT CANNOT BE REPRODUCED OR DIVULGED, IN WHOLE OR IN PART, W ITHOUT WRITTEN AUTHORIZATION FROM CERES GREENHOUSE SOLUTIONS LLC.
9/1/2020
7/30/2021
A-2.0
ELEVATIONS
GR
E
E
N
H
O
U
S
E
C
O
M
P
L
E
X
AN
D
Y
B
R
U
N
O
36
4
S
T
O
R
M
K
I
N
G
R
O
A
D
,
N
E
W
C
A
S
T
L
E
,
C
O
8
1
6
4
7
SCALE: 1/8" = 1'-0"A-2.0
1 NORTH ELEVATION GH
SCALE: 1/8" = 1'-0"A-2.0
2 SOUTH ELEVATION GH
KEYNOTE LEGEND
KEY VALUE KEYNOTE TEXT
C-FND CONCRETE FOUNDATION RE: STRUCTURAL
C-IMPK INSULATED METAL PANEL KNEE WALL BY AWIP
C-IMPR INSULATED METAL PANEL ROOF BY AWIP
C-IMPW INSULATED METAL PANEL WALL BY AWIP
C-RGF RIDGE FLASHING BY AWIP
C-RKF RAKE FLASHING BY AWIP
GZ-E3 TRIPLE LAYER ETFE GLAZING
GZ-EC ETFE CAP PROFILE
GZ-EF ETFE TO KNEE WALL FLASHING
GZ-ER TRIPLE LAYER ETFE GLAZED ROOF
GZ-EW TRIPLE LAYER ETFE GLAZED WALL
M-E36 36" EXHAUST FAN
M-HEX UNIT HEATER EXHAUST
M-I10 10' x 2' INSULATED METAL INTAKE LOUVER
M-I41 41" INTAKE LOUVER
SCALE: 1/8" = 1'-0"A-2.0
4 EAST ELEVATION GH
SCALE: 1/8" = 1'-0"A-2.0
3 WEST ELEVATION GH
T.O. FND WALL
100' - 0"
B.O. GAHT SYSTEM
95' - 6"
T.O. GH EAVE
112' - 0"
1
A-3.0
1
A-3.0
2
2
3
3
12
12
4
4
5
5
6
6
7
7
8
8
9
9
10
10
11
11
12
'
-
0
"
O.C. TYP.
12' - 0"
O.C. TYP.
12' - 0"
O.C. TYP.
12' - 0"
300 300 300
319P-BSP-BS
C-MBC-MB
WT-FPS
WT-TRO WT-ROS
C-IMPR
C-IMPW
C-FND
C-FND
C-IN2
T.O. FND WALL
100' - 0"
B.O. GAHT SYSTEM
95' - 6"
GH PEAK
122' - 0"
1
A-3.0
1
A-3.0
2
2
3
3
12
12
4
4
5
5
6
6
7
7
8
8
9
9
10
10
11
11
13
13
1
1
A-5.2
4
A-5.2
5
300
O.C. TYP.
12' - 0"
O.C. TYP.
12' - 0"
O.C. TYP.
12' - 0"
300
C-RGF
C-TM
C-GF
M-HAF
M-E36
M-ERH
C-TM
C-GF
M-E36
M-ERH
M-HAF
M-HAF
M-E36
M-ERH
C-MB
C-IMPW
C-TM
C-GF
C-MB
C-GI
C-GI
C-GI
GZ-E3GZ-E3
C-CS
INSTALL NOTE: DO NOT EXCAVATE BELOW BOTTOM OF PIER!
T.O. FND WALL
100' - 0"
B.O. GAHT SYSTEM
95' - 6"
2
A-3.0
2
A-3.0
T.O. GH EAVE
112' - 0"
GH PEAK
122' - 0"
A
A
B
B
H
H
E
E
3
A-3.0
3
A-3.0
G
G
F
F
D
D
C
C
M-E36
M-I41M-I41
M-ERH
M-HAF
M-ERH
M-HAF
C-TM
C-TM C-GF
C-GF
C-MB
GZ-E3
C-GI
C-GEX
M-HEX
GZ-E3
C-IMPK
C-GEXC-MB
C-MB
C-IMPR
C-IMPW
C-GC
C-GEC
C-GE
C-MB
C-MB
7' - 6"
300 300
C-CS
C-FND
INSTALL NOTE: DO NOT EXCAVATE BELOW BOTTOM OF PIER!
C-IN2
15' - 7" SLAB
335
DATE ISSUED
SHEET NUMBER
1898 S. FLATIRON CT.
SUITE 125
BOULDER, CO 80301
e. info@ceresgs.com
p. 303.495.5006
9/1/2020
7/30/2021
9/15/2021
A-3.0
SECTIONS
GR
E
E
N
H
O
U
S
E
C
O
M
P
L
E
X
AN
D
Y
B
R
U
N
O
36
4
S
T
O
R
M
K
I
N
G
R
O
A
D
,
N
E
W
C
A
S
T
L
E
,
C
O
8
1
6
4
7
SCALE: 3/16" = 1'-0"A-3.0
2 HEADHOUSE SECTION
SCALE: 3/16" = 1'-0"A-3.0
3 NORTH SOUTH INTERIOR SECTION GH
SCALE: 3/16" = 1'-0"A-3.0
1 EAST WEST INTERIOR SECTION GH
KEYNOTE LEGEND
KEY VALUE KEYNOTE TEXT
C-CS CONCRETE SLAB RE: STRUCTURAL
C-FND CONCRETE FOUNDATION RE: STRUCTURAL
C-GC GAHT® COUPLER
C-GE GAHT® ELBOW
C-GEC GAHT® ENDCAP
C-GEX GAHT® EXHAUST
C-GF FKD 18 GAHT® FAN
C-GI GAHT® INTAKE
C-IMPK INSULATED METAL PANEL KNEE WALL BY AWIP
C-IMPR INSULATED METAL PANEL ROOF BY AWIP
C-IMPW INSULATED METAL PANEL WALL BY AWIP
C-IN2 2" POLYSTYRENE RIGID INSULATION
C-MB PRE-ENGINEERED METAL BUILDING
C-RGF RIDGE FLASHING BY AWIP
C-TM AUTOMATED GAHT® TRANSITION MANIFOLD
GZ-E3 TRIPLE LAYER ETFE GLAZING
M-E36 36" EXHAUST FAN
M-ERH ELECTRIC RESISTANCE UNIT HEATER
M-HAF HAF FAN
M-HEX UNIT HEATER EXHAUST
M-I41 41" INTAKE LOUVER
P-BS BATHROOM SINK - SEE FIXTURE SCHEDULE
WT-FPS FOGGING PUMP SKID
WT-ROS R.O. SKID
WT-TRO 80 GALLON R.O. TREATED RESERVOIR
T.O. FND WALL
100' - 0"
B.O. GAHT SYSTEM
95' - 6"
GH PEAK
122' - 0"
A-5.2
2
100K BTU ELECTRIC MODINE HEATER
AUTOMATED GAHT® TRANSITION MANIFOLD
18" DIA. GAHT® INTAKE PIPE
15
'
-
1
0
1
/
2
"
6'
-
1
1
/
2
"
FKD 18 GAHT® FAN
C 3x4.1 GALVANIZED GIRT RE: STRUCTURAL
41" SQ. INSULATED LOUVER
6" CONCRETE SLAB RE: STRUCTURAL
CONCRETE PIER BEYOND RE: STRUCTURAL
18" GAHT® ELBOW
18" GAHT® COUPLERS
18" DIA. GAHT® PIPE
T.O. FND WALL
100' - 0"
B.O. GAHT SYSTEM
95' - 6"
T.O. KNEE WALL
103' - 0"
T.O. GH EAVE
112' - 0"
A-5.2
6
A-5.2
3
W 18x35 COLUMN RE: STRUCTURAL
W 24x62 RAFTER RE: STRUCTURAL
C 3x4.1 GALVANIZED GIRT RE: STRUCTURAL
ROTATED C 3x4.1 GALVANIZED GIRT RE: STRUCTURAL
C 3x4.1 GALVANIZED PURLIN RE: STRUCTURAL
10' x 2' INSULATED INTAKE LOUVER
INSULATED METAL PANEL KNEE WALL BY AWIP
2" POLYSTYRENE RIDGID INSULATION AROUND
EXTERIOR PERIMETER TYP.
6" CONCRETE FROST WALL AROUND BUILDING PERIMETER RE: STRUCTURAL
EAVE FLASHING BY AWIP
ETFE GLAZING TRACK ASSEMBLY
TRIPLE LAYER ETFE GLAZING
TRIPLE LAYER ETFE GLAZING
6"
4'
-
6
"
DATE ISSUED
SHEET NUMBER
1898 S. FLATIRON CT.
SUITE 125
BOULDER, CO 80301
e. info@ceresgs.com
p. 303.495.5006
9/1/2020
7/30/2021
9/15/2021
A-3.1
WALL SECTIONS
GR
E
E
N
H
O
U
S
E
C
O
M
P
L
E
X
AN
D
Y
B
R
U
N
O
36
4
S
T
O
R
M
K
I
N
G
R
O
A
D
,
N
E
W
C
A
S
T
L
E
,
C
O
8
1
6
4
7
SCALE: 1/2" = 1'-0"A-3.1
1 NORTH PEAK WALL SECTION
SCALE: 1/2" = 1'-0"A-3.1
2 SOUTH WALL SECTION
DATE ISSUED
SHEET NUMBER
1898 S. FLATIRON CT.
SUITE 125
BOULDER, CO 80301
e. info@ceresgs.com
p. 303.495.5006
9/1/2020
7/30/2021
9/15/2021
A-4.0
STANDARD FAN,
LOUVER & DOOR
DETAILS
GR
E
E
N
H
O
U
S
E
C
O
M
P
L
E
X
AN
D
Y
B
R
U
N
O
36
4
S
T
O
R
M
K
I
N
G
R
O
A
D
,
N
E
W
C
A
S
T
L
E
,
C
O
8
1
6
4
7
ETFE PROFILES -3'-0" O.C. -SEE
A-5.2 FOR DETAILS
TRIPLE LAYER ETFE WALL GLAZING
FLASHING -SEE A-5.2 & AWIP DRAWINGS FOR MORE DETAILED INFORMATION
CL CL
3' - 0"
CL CL
3' - 0"
A-5.2
10
A-5.2
9
A-5.1
1
A-5.1
2
CLCL
1' - 9"3' - 0"
ETFE PROFILES -EDGE SPACING 1'-9" -3'-0" O.C. FOR ALL OTHER
TRACKS -SEE A-5.2 FOR DETAILS TRIPLE LAYER ETFE WALL GLAZING
FLASHING -SEE A-5.2 & AWIP DRAWINGS FOR MORE DETAILED
INFORMATION
CLCL
3' - 0"1' - 9"
A-5.2
14
A-5.2
13
DATE ISSUED
SHEET NUMBER
1898 S Flatiron Ct Suite 125,
Boulder, CO 80301
e. info@ceresgs.com
p. 303.495.5006
THIS DOCUMENT CONTAINS CONFIDENTIAL AND PROPRIETARY INFORMATION THAT CANNOT BE REPRODUCED OR DIVULGED, IN WHOLE OR IN PART, W ITHOUT WRITTEN AUTHORIZATION FROM CERES GREENHOUSE SOLUTIONS LLC.
9/1/2020
7/30/2021
A-5.0
ETFE ROOF &
SOUTH WALL
GR
E
E
N
H
O
U
S
E
C
O
M
P
L
E
X
AN
D
Y
B
R
U
N
O
36
4
S
T
O
R
M
K
I
N
G
R
O
A
D
,
N
E
W
C
A
S
T
L
E
,
C
O
8
1
6
4
7
SCALE: 1/4" = 1'-0"A-5.0
2 ETFE LAYOUT SOUTH ELEVATION
SCALE: 1/8" = 1'-0"A-5.0
1 ETFE ROOF LAYOUT PLAN
ETFE PROFILES -3'-0" O.C. -SEE A-5.2 FOR DETAILS
TRIPLE LAYER ETFE WALL GLAZING
FLASHING -SEE A-5.2 & AWIP DRAWINGS FOR MORE
DETAILED INFORMATION
CLCL
3' - 0"
A-5.2
12
A-5.2
11
1' - 6"
ADDITIONAL GLAZING BAR REQUIRED AT ENDS TYP.
CLCL
3' - 0"
ETFE PROFILES -3'-0" O.C. -SEE A-5.2 FOR DETAILS
TRIPLE LAYER ETFE WALL GLAZING
FLASHING -SEE A-5.2 & AWIP DRAWINGS FOR MORE
DETAILED INFORMATION
A-5.2
7
A-5.2
8
1' - 7"
ADDITIONAL GLAZING BAR REQUIRED AT ENDS TYP.
DATE ISSUED
SHEET NUMBER
1898 S Flatiron Ct Suite 125,
Boulder, CO 80301
e. info@ceresgs.com
p. 303.495.5006
THIS DOCUMENT CONTAINS CONFIDENTIAL AND PROPRIETARY INFORMATION THAT CANNOT BE REPRODUCED OR DIVULGED, IN WHOLE OR IN PART, W ITHOUT WRITTEN AUTHORIZATION FROM CERES GREENHOUSE SOLUTIONS LLC.
9/1/2020
7/30/2021
A-5.1
ETFE EAST & WEST
WALL
GR
E
E
N
H
O
U
S
E
C
O
M
P
L
E
X
AN
D
Y
B
R
U
N
O
36
4
S
T
O
R
M
K
I
N
G
R
O
A
D
,
N
E
W
C
A
S
T
L
E
,
C
O
8
1
6
4
7
SCALE: 1/4" = 1'-0"A-5.1
2 ETFE LAYOUT WEST ELEVATION
SCALE: 1/4" = 1'-0"A-5.1
1 ETFE LAYOUT EAST ELEVATION
DATE ISSUED
SHEET NUMBER
1898 S. FLATIRON CT.
SUITE 125
BOULDER, CO 80301
e. info@ceresgs.com
p. 303.495.5006
9/1/2020
7/30/2021
9/15/2021
A-5.2
ETFE DETAILS
GR
E
E
N
H
O
U
S
E
C
O
M
P
L
E
X
AN
D
Y
B
R
U
N
O
36
4
S
T
O
R
M
K
I
N
G
R
O
A
D
,
N
E
W
C
A
S
T
L
E
,
C
O
8
1
6
4
7
A-5.2
1 ETFE TO ETFE CORNER DETAIL
A-5.2
3 ETFE SOUTH EAVE
A-5.2
4 ETFE TO ETFE TRANSITION RAKE DETAIL
A-5.2
5 ETFE TO IMP TRANSITION RAKE DETAIL
A-5.2
6 ETFE TO KNEE WALL TRANSITION
A-5.2
7 ETFE EAST WALL RAKE MITER
A-5.2
8 ETFE EAST WALL BOTTOM
A-5.2
9 ETFE SOUTH WALL TOP
A-5.2
10 ETFE SOUTH WALL BOTTOM
A-5.2
11 ETFE WEST WALL RAKE MITER
A-5.2
12 ETFE WEST WALL BOTTOM
A-5.2
13 ETFE ROOF RIDGE
A-5.2
14 ETFE ROOF SOUTH EAVE
A-5.2
2 ETFE ROOF RIDGE APEX
(3) STAGGERED ROWS OF 4"
SINGLE WALL/ PERFORATED/
SLEEVED PIPE @ 2' 6" O.C.
18" SOLID/ DOUBLE WALL
HDPE PIPE. W/ DRILLED
WEEP HOLE AT BOTTOM.
2
2
3
3
12
12
4
4
5
5
6
6
7
7
8
8
9
9
10
10
11
11
13
13
1
1
B B
H H
E E
2'
-
6
"
G G
F F
D D
C C
C-GC
C-GEC
C-GC
C-GC
C-GEC
C-GC
C-GC
C-GE
C-GC
C-GEC
C-GC
C-GE
C-GC
C-GEC
C-GC
C-GE
C-GC
C-GE
C-GEC
C-GC
C-GE
C-GIC-GI
C-GI
C-GI
C-GI
C-GI
C-GEX
C-GEX
C-GEX
C-GEXC-GEXC-GEX
CONCRETE PIER
FOUNDATION RE:
STRUCTURAL
6" FROST WALL
RE: STRUCTURAL
2" POLYSTYRENE RIDGID
INSULATION AROUND
EXTERIOR OF FROST WALL
CONCRETE PIER RE: STRUCTURAL
1'
-
1
1
"
2' - 8"
1'
-
1
1
"
6' - 11"5' - 1"
1'
-
1
1
"
1'
-
1
1
"
2' - 8"
1'
-
0
"
2' - 8"4' - 2"
1'
-
0
"
1'
-
0
"
2' - 8"
2'
-
0
"
2' - 3"
2' - 11"
2'
-
0
"
2' - 11"
1'
-
0
"
2' - 8"
2' - 6"
36' - 2 1/2"2' - 8"2' - 2 1/2"37' - 9"36' - 2 1/2"2' - 8"
36' - 0"2' - 5 1/2"2' - 9"36' - 6"3' - 8"33' - 4"
2
A-6.0
2
A-6.0
DRILLED WEEP HOLE 4" HOLE DRILLED FOR 4" GAHT PIPE
3 LAYERS OF 8 PIPES/ STAGGERED
18" SOLID/ SINGLE
WALL HDPE PIPE
BE
L
O
W
B
.
O
.
S
L
A
B
4'
-
0
"
1'
-
0
"
1
'
-
0
"
2
'
-
0
"
FROST WALL
VARIES
2" OF RIGID INSULATION
6"2"
INSTALL NOTE: MUST NOT EXCAVATE
BELOW B.O. FROST WALL OR
CONCRETE PIERS!
T.O. FND WALL
100' - 0"
B.O. GAHT SYSTEM
95' - 6"
GH PEAK
122' - 0"
B
B
H
H
E
E
G
G
F
F
D
D
C
C
20' - 0" CUT LENGTH
5'
-
2
"
C
U
T
L
E
N
G
T
H
3'
-
2
"
9'
-
6
"
C
U
T
L
E
N
G
T
H
5'
-
2
"
C
U
T
L
E
N
G
T
H
3'
-
2
"
6'
-
6
"
C
U
T
L
E
N
G
T
H
C-GI
C-TM
C-GF
C-GI
C-GI
C-TM
C-GF
C-GI
C-GCC-GC C-H4
C-H18C-GE C-H4
C-H18 CU
T
L
E
N
G
T
H
3'
-
6
"
20' - 0" CUT LENGTH
1'
-
6
"
C-GC
C-GE
C-GEX
2' - 6" O.C. TYP.2' - 6" O.C. TYP.
DATE ISSUED
SHEET NUMBER
1898 S Flatiron Ct Suite 125,
Boulder, CO 80301
e. info@ceresgs.com
p. 303.495.5006
THIS DOCUMENT CONTAINS CONFIDENTIAL AND PROPRIETARY INFORMATION THAT CANNOT BE REPRODUCED OR DIVULGED, IN WHOLE OR IN PART, W ITHOUT WRITTEN AUTHORIZATION FROM CERES GREENHOUSE SOLUTIONS LLC.
9/1/2020
7/30/2021
A-6.0
GAHT® DESIGN
GR
E
E
N
H
O
U
S
E
C
O
M
P
L
E
X
AN
D
Y
B
R
U
N
O
36
4
S
T
O
R
M
K
I
N
G
R
O
A
D
,
N
E
W
C
A
S
T
L
E
,
C
O
8
1
6
4
7
SCALE: 3/16" = 1'-0"A-6.0
1 GAHT PLAN
SCALE: 1/2" = 1'-0"A-6.0
3 18" PIPE SECTION
GAHT MATERIAL SCHEDULE
QTY TAG DESCRIPTION SIZE VENDOR
12 C-GE new GAHT ELBOW 18"ø-18"ø AGS
35 C-GC GAHT COUPLER 18"ø-18"ø AGS
12 C-GEC GAHT ENDCAP 18"ø AGS
KEYNOTE LEGEND
KEY VALUE KEYNOTE TEXT
C-GC GAHT® COUPLER
C-GE GAHT® ELBOW
C-GEC GAHT® ENDCAP
C-GEX GAHT® EXHAUST
C-GF FKD 18 GAHT® FAN
C-GI GAHT® INTAKE
C-H4 4" DIA. PERFORATED HDPE GAHT® PIPE
C-H18 18" DIA. SOLID/ SINGLE WALL HDPE PIPE
C-TM AUTOMATED GAHT® TRANSITION MANIFOLD
SCALE: 3/16" = 1'-0"A-6.0
2 GAHT® SECTION
CLCLCLCL
18 C-H18 20' L HDPE SOLID PIPE 18" Ø AGS
69 C-H4 100' L HDPE PERF. PIPE 4" Ø AGS
BACKFILL WITH LOAMY SOIL FOR
BEST PERFORMANCE
2
2
3
3
12
12
4
4
5
5
6
6
7
7
8
8
9
9
10
10
11
11
13
13
1
1
A A
B B
H H
E E
G G
F F
D D
C C
80 GAL. STORAGE TANK BY OTHERS
C-TM
C-GF
M-E36
M-ERH
M-E36
C-TM
M-E36
C-GF
M-E36
M-ERH
M-E36
C-GF
C-TM
M-E36 M-E36
M-ERH
M-E36
C-GF
C-TM
M-HAF
M-HAF
M-HAFM-HAFM-HAFM-HAF
M-HAF
M-I10 M-I10 M-I10 M-I10
M-I41
M-I41
M-I41
M-I41
M-ERH
C-GF
C-TM
M-ERH
C-TM
C-GF
M-HAF
M-HAFM-HAF
M-HAF
M-HAF
M-HAF
M-HAF
M-HAF
M-HAF
M-HAF
WT-FPS WT-ROS
DATE ISSUED
SHEET NUMBER
1898 S Flatiron Ct Suite 125,
Boulder, CO 80301
e. info@ceresgs.com
p. 303.495.5006
THIS DOCUMENT CONTAINS CONFIDENTIAL AND PROPRIETARY INFORMATION THAT CANNOT BE REPRODUCED OR DIVULGED, IN WHOLE OR IN PART, W ITHOUT WRITTEN AUTHORIZATION FROM CERES GREENHOUSE SOLUTIONS LLC.
9/1/2020
7/30/2021
A-7.0
ELECTRICAL PLAN
GR
E
E
N
H
O
U
S
E
C
O
M
P
L
E
X
AN
D
Y
B
R
U
N
O
36
4
S
T
O
R
M
K
I
N
G
R
O
A
D
,
N
E
W
C
A
S
T
L
E
,
C
O
8
1
6
4
7
SCALE: 3/16" = 1'-0"A-7.0
1 ELECTRICAL PLAN
ELECTRICAL/MECHANICAL SCHEDULE
TAG QTY COMPONENT VOLTAGE AMPERAGE MODEL # VENDOR NOTES
M-E36 8 36" EXHAUST
FAN W/
LOUVER
230 4.9 FG36H CANARM FIBERGLASS FAN
M-I41 4 41" INTAKE
LOUVER
24 0 TICD-52 POTTORFF
M-I10 4 10'X2' INTAKE
LOUVER
24 0 TICD-52 POTTORFF GC TO PROVIDE
ADDITIONAL BLOCKING AS
NEEDED FOR INSTAL
M-HAF 18 18"
CIRCULATION
FAN
115 1.45 LF18HVW CANARM RECOMMENDED INSTALL
HEIGHT OF 10' - 12'
M-ERH 5 100K BTU
MODINE
HEATER
120 4.2 107441N MODINE RECOMMENDED INSTALL
HEIGHT OF 10' - 12'
C-GF 6 FKD 18 GAHT
FAN
120 12.04 FKD-18 FANTEK FKD 18 GAHT FAN RATED
@4448CFM
C-TM 6 AUTOMATED
GAHT
TRANSITION
MANIFOLD
24 0 CERES
CUSTOM
AIR
MECHANICAL
INC.
SEE GAHT WIRING
DIAGRAM
WT-ROS 1 460 3.5 AXEON
WT-FPS 1 460 30 COLD FOG
PROVIDED BY OTHERSRO SKID
FOGGING SKID CF6S-3.3
DATE ISSUED
SHEET NUMBER
1898 S Flatiron Ct Suite 125,
Boulder, CO 80301
e. info@ceresgs.com
p. 303.495.5006
THIS DOCUMENT CONTAINS CONFIDENTIAL AND PROPRIETARY INFORMATION THAT CANNOT BE REPRODUCED OR DIVULGED, IN WHOLE OR IN PART, W ITHOUT WRITTEN AUTHORIZATION FROM CERES GREENHOUSE SOLUTIONS LLC.
9/1/2020
7/30/2021
A-8.0
SCHEDULES
GR
E
E
N
H
O
U
S
E
C
O
M
P
L
E
X
AN
D
Y
B
R
U
N
O
36
4
S
T
O
R
M
K
I
N
G
R
O
A
D
,
N
E
W
C
A
S
T
L
E
,
C
O
8
1
6
4
7
DOOR SCHEDULE
TAG QTY DESCRIPTION
SIZE ROUGH
WIDTH
ROUGH
HIEGHTWIDTH HEIGHT
300 8 CERES 30-68 SINGLE DOOR 3' - 0" 6' - 8" 3' - 2 1/2" 6' - 10"
319 1 60-68 DOUBLE DOOR 6' - 0" 6' - 8" 6' - 4" 6' - 10"
335 1 12x12 GARAGE DOOR 12' - 0" 12' - 0" 12' - 2" 12' - 1"
Grand total: 10
ELECTRICAL/MECHANICAL SCHEDULE
TAG QTY COMPONENT VOLTAGE AMPERAGE MODEL # VENDOR NOTES
M-E36 8 36" EXHAUST
FAN W/
LOUVER
230 4.9 FG36H CANARM FIBERGLASS FAN
M-I41 4 41" INTAKE
LOUVER
24 0 TICD-52 POTTORFF
M-I10 4 10'X2' INTAKE
LOUVER
24 0 TICD-52 POTTORFF GC TO PROVIDE
ADDITIONAL BLOCKING AS
NEEDED FOR INSTAL
M-HAF 18 18"
CIRCULATION
FAN
115 1.45 LF18HVW CANARM RECOMMENDED INSTALL
HEIGHT OF 10' - 12'
M-ERH 5 100K BTU
MODINE
HEATER
120 4.2 107441N MODINE RECOMMENDED INSTALL
HEIGHT OF 10' - 12'
C-GF 6 FKD 18 GAHT
FAN
120 12.04 FKD-18 FANTEK FKD 18 GAHT FAN RATED
@4448CFM
C-TM 6 AUTOMATED
GAHT
TRANSITION
MANIFOLD
24 0 CERES
CUSTOM
AIR
MECHANICAL
INC.
SEE GAHT WIRING
DIAGRAM
WT-ROS 1 460 3.5 AXEON
WT-FPS 1 460 30 COLD FOG
FINISH SCHEDULE
ROOM NAME FLOOR
WALL FINISH
CEILING REMARKSN E S W
MECHANICAL SEALED CONCRETE IMP W/ EXPOSED FRAMING IMP W/ EXPOSED
FRAMING
IMP W/ EXPOSED
FRAMING
IMP W/ EXPOSED FRAMING IMP W/ EXPOSED FRAMING
OFFICE SEALED CONCRETE IMP W/ EXPOSED FRAMING 5/8" GYP. OR SIMILAR IMP (NO FRAMING) 5/8" GYP. OR SIMILAR IMP W/ EXPOSED FRAMING GYP. & STICK FRAMING BY
GENERAL CONTRACTOR
STORAGE SEALED CONCRETE IMP W/ EXPOSED FRAMING IMP W/ EXPOSED
FRAMING
IMP (NO FRAMING) 5/8" GYP. OR SIMILAR IMP W/ EXPOSED FRAMING GYP. & STICK FRAMING BY
GENERAL CONTRACTOR
UNISEX RR #2 SEALED CONCRETE 5/8" GYP. OR SIMILAR 5/8" GYP. OR SIMILAR IMP (NO FRAMING) 5/8" GYP. OR SIMILAR IMP W/ EXPOSED FRAMING GYP. & STICK FRAMING BY
GENERAL CONTRACTOR
JANITORIAL SEALED CONCRETE 5/8" GYP. OR SIMILAR 5/8" GYP. OR SIMILAR IMP (NO FRAMING) IMP W/ EXPOSED FRAMING IMP W/ EXPOSED FRAMING GYP. & STICK FRAMING BY
GENERAL CONTRACTOR
GREENHOUSE SEALED CONCRETE IMP W/ EXPOSED FRAMING IMP, EXPOSED
FRAMING & ETFE
GLAZING
IMP KNEE WALL & ETFE
GLAZING
IMP, EXPOSED FRAMING
&ETFE GLAZING
TRIPLE LAYER ETFE
GLAZING
UNISEX RR #1 SEALED CONCRETE 5/8" GYP. OR SIMILAR 5/8" GYP. OR SIMILAR IMP (NO FRAMING) 5/8" GYP. OR SIMILAR IMP W/ EXPOSED FRAMING GYP. & STICK FRAMING BY
GENERAL CONTRACTOR
CLOSET SEALED CONCRETE IMP W/ EXPOSED FRAMING 5/8" GYP. OR SIMILAR 5/8" GYP. OR SIMILAR IMP W/ EXPOSED FRAMING IMP W/ EXPOSED FRAMING GYP. & STICK FRAMING BY
GENERAL CONTRACTOR
GAHT MATERIAL SCHEDULE
QTY TAG DESCRIPTION SIZE VENDOR
12 C-GE new GAHT ELBOW 18"ø-18"ø AGS
35 C-GC GAHT COUPLER 18"ø-18"ø AGS
12 C-GEC GAHT ENDCAP 18"ø AGS
PROJECT KEYNOTES
KEY VALUE KEYNOTE TEXT
C-CS CONCRETE SLAB RE: STRUCTURAL
C-FND CONCRETE FOUNDATION RE: STRUCTURAL
C-GC GAHT® COUPLER
C-GE GAHT® ELBOW
C-GEC GAHT® ENDCAP
C-GEX GAHT® EXHAUST
C-GF FKD 18 GAHT® FAN
C-GI GAHT® INTAKE
C-H4 4" DIA. PERFORATED HDPE GAHT® PIPE
C-H18 18" DIA. SOLID/ SINGLE WALL HDPE PIPE
C-IMPK INSULATED METAL PANEL KNEE WALL BY AWIP
C-IMPR INSULATED METAL PANEL ROOF BY AWIP
C-IMPW INSULATED METAL PANEL WALL BY AWIP
C-IN2 2" POLYSTYRENE RIGID INSULATION
C-MB PRE-ENGINEERED METAL BUILDING
C-RGF RIDGE FLASHING BY AWIP
C-RKF RAKE FLASHING BY AWIP
C-TM AUTOMATED GAHT® TRANSITION MANIFOLD
GZ-E3 TRIPLE LAYER ETFE GLAZING
GZ-EC ETFE CAP PROFILE
GZ-EF ETFE TO KNEE WALL FLASHING
GZ-ER TRIPLE LAYER ETFE GLAZED ROOF
GZ-EW TRIPLE LAYER ETFE GLAZED WALL
M-E36 36" EXHAUST FAN
M-ERH ELECTRIC RESISTANCE UNIT HEATER
M-HAF HAF FAN
M-HEX UNIT HEATER EXHAUST
M-I10 10' x 2' INSULATED METAL INTAKE LOUVER
M-I41 41" INTAKE LOUVER
P-BS BATHROOM SINK - SEE FIXTURE SCHEDULE
P-UR URINAL - SEE FIXTURE SCHEDULE
P-WC WATER CLOSET - SEE FIXTURE SCHEDULE
WT-FPS FOGGING PUMP SKID
WT-ROS R.O. SKID
WT-TRO 80 GALLON R.O. TREATED RESERVOIR
** IMPORTANT! Unpack and inventory all materials against their Bill of Materials or Inventory List within 5 days of delivery. If any materials are damaged or missing, inform Ceres Greenhouse Solutions immediately. If there is no Bill of Materials or Inventory
List included in the shipment, please inform Ceres.
** When doing the inventory for the INSULATED METAL PANELS from All Weather Insulated Panels, count the panels, count the trim, count the fasteners, and verify that the number of boxes of screws matches the inventory list.
** Client is responsible for storing materials on site in such a way that protects them from exposure to the elements. If no indoor storage is available, it is recommended that shipments be securely tarped to prevent water infiltration, stored off the ground (on
top of pallets), and placed out of direct sunlight.
PROVIDED BY OTHERSRO SKID
FOGGING SKID CF6S-3.3
18 C-H18 20' L HDPE SOLID PIPE 18" Ø AGS
69 C-H4 100' L HDPE PERF. PIPE 4" Ø AGS
4'-0"
2
'
-
0
"
2'-0"
7
6
'
-
1
0
"
FR
O
S
T
W
A
L
L
O
U
T
-
T
O
-
O
U
T
2
'
-
0
"
2'-0"
4
'
-
0
"
8"
F
R
O
S
T
W
A
L
L
AT
P
E
R
I
M
E
T
E
R
1
4
'
-
1
1
"
8
"
122'-0" STEM WALL OUT-TO-OUT
8
"
1
1
'
-
6
"
1
2
'
-
0
"
1
2
'
-
0
"
1
'
-
9
"
12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0"
7
'
-
0
"
2
0
'
-
6
"
5
'
-
6
"
1
'
-
9
"
7
'
-
6
"
1
6
'
-
0
"
1'-0" 1'-0"
1
'
-
0
"
1
5
'
-
1
"
1
5
'
-
7
"
1
5
'
-
6
"
2
0
'
-
6
"
5
'
-
6
"
1
5
'
-
1
"
1
5
'
-
7
"
5
'
-
0
"
1
5
'
-
0
"
6
'
-
0
"
2
0
'
-
6
"
3
'
-
6
"
3
'
-
6
"
2
0
'
-
6
"
6
'
-
0
"
4" 4"
7
5
'
-
0
"
S
T
E
E
L
O
U
T
-
T
O
-
O
U
T
120'-8" STEEL OUT-TO-OUT
1
'
-
0
"
1'-0"
7
"
1
'
-
3
"
NORTH
PLAN VIEW
SCALE: 1/8" = 1'-0"
PIER A1PIER A1PIER A1PIER A1PIER A1PIER A1PIER A1PIER A1PIER A1
PIER B
PIER B
PIER B
PIER BPIER BPIER BPIER BPIER B
PIER B
PIER B
PIER B
PIER B
PIER B
PIER B
PIER B
PIER B
PIER B
PIER B
PIER B
PIER B
PIER A2 PIER A2 PIER A2 PIER A2 PIER A2 PIER A2 PIER A2 PIER A2
PIER A2
PIER B
SLAB POURED LATER
NON-STRUCTURAL WALL, CAN BE ADDED AT A LATER DATE
SAME REINFORCEMENT DETAILS AS FROST WALL
AA
C C
D D
E E
F F
G G
H H
B B
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
9
9
10
10
11
11
12
12
13
13
1
4
'
-
6
"
122'-0"
SOUTH ELEVATIONSCALE: 1/8" = 1'-0"
8" FROST WALL
1
'
-
0
"
TY
P
.
1'-3"
6"
FROST WALL DETAIL VIEW
SCALE: 1/2" = 1'-0"
#4 REBAR @ 12" SPACING
BOTH WAYS
#5 VERTICAL @ 18"
#4 REBAR
CONTINOUS
(5) PLACES
SLAB POURED LATER
#6 DOWEL BAR @ 6" O.C.
EPOXY
NOTES:
FOUNDATION:
THE FOUNDATION SHALL REST ON SOUND SOIL1.
THAT IS FREE OF ORGANIC AND DELETERIOUS
MATERIALS AND CAPABLE OF SUPPORTING
1500 PSF VERTICAL BEARING PRESSURE AND
100 PSF/FT LATERAL BEARING PRESSURE.
FOUNDATION DESIGN SHOWN IS BASED ON2.
THE MINIMUM PRESUMPTIVE SOILSTRENGTHS
FROM THE SPECIFIED BUILDING CODE. OWNER
SHALL VERIFY ACTUAL SOIL CONDITIONS AT
EACH JOB SITE AND ANY REQUIRED
ADJUSTMENTS TO THE FOOTING DESIGN SHALL
BE DESIGNED BY OTHERS.
CONCRETE:
COMPRESSION STRENGTH OF ALL1.
REINFORCED CONCRETE SHALL NOT BE LESS
THAN 4000 PSI AT 28 DAYS.
REINFORCING BARS SHALL BE DEFORMED2.
BARS CONFORMING TO THE REQUIREMENTS
OF MINIMUM ASTM A615 GRADE 40 FOR #4
AND SMALLER BARS AND GRADE 60 FOR BARS
LARGER THAN #4.
MINIMUM CONCRETE CLEAR COVER FOR3.
REINFORCING BARS SHALL BE 3".
ANCHOR RODS SHALL BE F1554 GRADE 364.
ROD, HEADED, OR WITH HEAVY HEX NUT
TACKED TO ROD.
DESIGN PARAMETERS:
SOILD DESIGN BEARING STRENGTH 1500 PSF.1.
BUILDING CODE IBC 2015, ACI 318-14.2.
FOUNDATION
SHEET NUMBER:
EN
G
I
N
E
E
R
:
DR
.
A
L
G
O
N
Z
A
L
E
Z
P
.
E
.
P
H
D
DO
T
E
C
E
N
G
I
N
E
E
R
I
N
G
42
4
J
E
F
F
E
R
S
O
N
S
T
R
E
E
T
ST
.
C
H
A
R
L
E
S
,
M
O
6
3
3
0
1
PH
6
3
6
-
7
2
4
-
9
8
7
2
FA
X
6
3
6
-
7
2
4
-
9
0
3
2
WW
W
.
D
O
T
E
C
E
N
G
I
N
E
E
R
I
N
G
.
C
O
M
AL
G
@
D
O
T
E
C
E
N
G
I
N
E
E
R
I
N
G
.
C
O
M
MA
N
U
F
A
C
T
U
E
R
:
CE
R
E
S
G
R
E
E
N
H
O
U
S
E
SO
L
U
T
I
O
N
S
18
9
8
S
.
F
L
A
T
I
R
O
N
C
T
.
S
U
I
T
E
1
2
5
BO
U
L
D
E
R
,
C
O
8
0
3
0
1
PH
3
0
3
-
4
9
5
-
5
0
0
6
CE
R
E
S
G
S
.
C
O
M
IN
F
O
@
C
E
R
E
S
G
S
.
C
O
M
PR
O
F
E
S
S
I
O
N
A
L
S
E
A
L
:
CHECKED BY:DRAWN BY:
PO NUMBER:JOB NUMBER:
TITLE:
OW
N
E
R
:
00045 2006087
BQ ALG
SI
T
E
A
D
D
R
E
S
S
:
AN
D
Y
B
R
U
N
O
36
4
S
T
O
R
M
K
I
N
G
R
D
NE
W
C
A
S
T
L
E
C
O
8
1
6
4
7
A A
B B
C C
D D
8
8
7
7
6
6
5
5
4
4
3
3
2
2
1
1
09
/
1
0
/
2
0
2
1
4'-0"
4
'
-
6
"
8
"
EM
B
E
D
M
E
N
T
12
"
B
A
S
E
P
L
A
T
E
1
'
-
0
"
T
Y
P
.
3/4 HEAVY HEX BOLT
FLAT WASHER
HEX NUTPLATE A/B
PIER A1/A2
PIER A1/A2
SIDE VIEWSCALE: 1" = 1'-0"
4'-0"
4
'
-
6
"
8
"
EM
B
E
D
M
E
N
T
1
'
-
0
"
T
Y
P
.
PLATE A/B
PIER A1/A2
END VIEW
SCALE: 1" = 1'-0"
PIER A1/A2
4
'
-
6
"
2'-0"
6
"
EM
B
E
D
M
E
N
T
12
"
BA
S
E
P
L
A
T
E
1
'
-
0
"
T
Y
P
.
3/4 HEAVY HEX BOLT
FLAT WASHER
HEX NUTPLATE C/D/E
PIER B
PIER B
SIDE VIEWSCALE: 1" = 1'-0"
2'-0"
4
'
-
6
"
6
"
EM
B
E
D
M
E
N
T
1
'
-
0
"
T
Y
P
.
PIER B
PLATE C/D/E
PIER B END VIEWSCALE: 1" = 1'-0"
4'-0"
4
'
-
0
"
3"
3
"
PLATE A/B
PIER A1/A2 PLAN VIEWSCALE: 1" = 1'-0"
#4 @ 12"
(16) #8 REBAR
VERTICAL
PIER A1/A2
2
'
-
0
"
2'-0"
1'-0"
3
"
6
"
PIER B
PLATE C/D/E
PIER B PLAN VIEWSCALE: 1" = 1'-0"
#4 @ 12"
(8) #6 REBAR
VERTICAL
NOTES:
CENTRALIZE BASE PLATE AT EACH PIER.1.
REFER PLATE SIZE AND ANCHOR LOCATION IN FRAMING DRAWING.2.
PIER DETAILS
SHEET NUMBER:
EN
G
I
N
E
E
R
:
DR
.
A
L
G
O
N
Z
A
L
E
Z
P
.
E
.
P
H
D
DO
T
E
C
E
N
G
I
N
E
E
R
I
N
G
42
4
J
E
F
F
E
R
S
O
N
S
T
R
E
E
T
ST
.
C
H
A
R
L
E
S
,
M
O
6
3
3
0
1
PH
6
3
6
-
7
2
4
-
9
8
7
2
FA
X
6
3
6
-
7
2
4
-
9
0
3
2
WW
W
.
D
O
T
E
C
E
N
G
I
N
E
E
R
I
N
G
.
C
O
M
AL
G
@
D
O
T
E
C
E
N
G
I
N
E
E
R
I
N
G
.
C
O
M
MA
N
U
F
A
C
T
U
E
R
:
CE
R
E
S
G
R
E
E
N
H
O
U
S
E
SO
L
U
T
I
O
N
S
18
9
8
S
.
F
L
A
T
I
R
O
N
C
T
.
S
U
I
T
E
1
2
5
BO
U
L
D
E
R
,
C
O
8
0
3
0
1
PH
3
0
3
-
4
9
5
-
5
0
0
6
CE
R
E
S
G
S
.
C
O
M
IN
F
O
@
C
E
R
E
S
G
S
.
C
O
M
PR
O
F
E
S
S
I
O
N
A
L
S
E
A
L
:
CHECKED BY:DRAWN BY:
PO NUMBER:JOB NUMBER:
TITLE:
OW
N
E
R
:
00045 2006087
BQ ALG
SI
T
E
A
D
D
R
E
S
S
:
AN
D
Y
B
R
U
N
O
36
4
S
T
O
R
M
K
I
N
G
R
D
NE
W
C
A
S
T
L
E
C
O
8
1
6
4
7
A A
B B
C C
D D
8
8
7
7
6
6
5
5
4
4
3
3
2
2
1
1
09
/
1
0
/
2
0
2
1
1
'
-
9
"
1
1
'
-
6
"
1
2
'
-
0
"
1
2
'
-
0
"
7
'
-
6
"
1
6
'
-
0
"
1
5
'
-
1
"
1
'
-
0
"
7
6
'
-
1
0
"
SL
A
B
/
F
R
O
S
T
W
A
L
L
O
U
T
-
T
O
-
O
U
T
1
'
-
9
"
5
'
-
6
"
2
0
'
-
6
"
7
'
-
0
"
2
0
'
-
6
"
5
'
-
6
"
1
5
'
-
1
"
1
'
-
0
"
1
7
'
-
7
"
4'-0"
2'-0"
122'-0"
SLAB/FROST WALL OUT-TO-OUT
4
'
-
0
"
2'-0"
2
'
-
0
"
5
7
'
-
3
"
1
4
'
-
3
"
SL
A
B
12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 1'-0" 12'-0" 1'-0"
1'-0"
NORTH
PIER A2
PLAN VIEWSCALE: 1/8" = 1'-0"
PIER A1
PIER B
PIER B
PIER B
PIER A1 PIER A1 PIER A1 PIER A1 PIER A1 PIER A1 PIER A1 PIER A1 PIER B
PIER B
PIER B
PIER B
PIER B
PIER BPIER BPIER BPIER BPIER BPIER BPIER B
PIER B
PIER BPIER B
PIER B
PIER B
PIER B
PIER A2PIER A2PIER A2PIER A2PIER A2
PIER A2
PIER A2
PIER A2
NO SLAB THIS AREA
PIER B
SLAB AREA
POURED LATER
SOUTH ELEVATION
SCALE: 1/8" = 1'-0"
MICRO PILE DESIGN BY OTHERS MICROPILE PLAN
NOTES:
MICRO PILE DESIGN BY OTHERS1.
SHEET NUMBER:
EN
G
I
N
E
E
R
:
DR
.
A
L
G
O
N
Z
A
L
E
Z
P
.
E
.
P
H
D
DO
T
E
C
E
N
G
I
N
E
E
R
I
N
G
42
4
J
E
F
F
E
R
S
O
N
S
T
R
E
E
T
ST
.
C
H
A
R
L
E
S
,
M
O
6
3
3
0
1
PH
6
3
6
-
7
2
4
-
9
8
7
2
FA
X
6
3
6
-
7
2
4
-
9
0
3
2
WW
W
.
D
O
T
E
C
E
N
G
I
N
E
E
R
I
N
G
.
C
O
M
AL
G
@
D
O
T
E
C
E
N
G
I
N
E
E
R
I
N
G
.
C
O
M
MA
N
U
F
A
C
T
U
E
R
:
CE
R
E
S
G
R
E
E
N
H
O
U
S
E
SO
L
U
T
I
O
N
S
18
9
8
S
.
F
L
A
T
I
R
O
N
C
T
.
S
U
I
T
E
1
2
5
BO
U
L
D
E
R
,
C
O
8
0
3
0
1
PH
3
0
3
-
4
9
5
-
5
0
0
6
CE
R
E
S
G
S
.
C
O
M
IN
F
O
@
C
E
R
E
S
G
S
.
C
O
M
PR
O
F
E
S
S
I
O
N
A
L
S
E
A
L
:
CHECKED BY:DRAWN BY:
PO NUMBER:JOB NUMBER:
TITLE:
OW
N
E
R
:
00045 2006087
BQ ALG
SI
T
E
A
D
D
R
E
S
S
:
AN
D
Y
B
R
U
N
O
36
4
S
T
O
R
M
K
I
N
G
R
D
NE
W
C
A
S
T
L
E
C
O
8
1
6
4
7
A A
B B
C C
D D
8
8
7
7
6
6
5
5
4
4
3
3
2
2
1
1
09
/
1
0
/
2
0
2
1