01.1 Drawings 2419-M USDA Franklin Final.pdf
PDF 11 MB Posted
- Attached to
- NCWMAC Structural Steel Beam Rust Remediation Federal contract opportunity
- Solicitation number
- 12305B22R0004
About this file
This solicitation requests quotes for a firm fixed-price construction contract to remediate rust on structural steel beams at the National Cold-Water Marine Aquaculture Center in Franklin, Maine. The United States Department of Agriculture Agricultural Research Service seeks to award a single contract valued between $1 million and $5 million, with a period of performance of 365 days from the notice to proceed. The associated NAICS code is 236220 for commercial and institutional building construction, with a small business size standard of $36.5 million. This requirement is set aside for small business concerns only. Evaluation criteria include past performance, technical merit with subfactors for similar experience, management and operations plans, and use of biobased products. The contractor must furnish payment and performance bonds for awards exceeding $150,000.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| A0004 12305B22R0004.pdf | ||
| A003 Panel P-D.pdf | ||
| A003 Panel P-C.pdf | ||
| 12305B22R0004 A003.pdf | ||
| A003 Site Visit Roster.jpg | JPG image | |
| A003 Questions regarding the referenced solicitation in Franklin JMc.docx | DOCX document | |
| A003 Panel P-B.pdf | ||
| 12305B22R0004 Amend 002 06292022.pdf | ||
| 12305B22R0004 Amend 001.pdf | ||
| 01.0 Specifications.pdf | ||
| 01.2 Cut Sheets.pdf | ||
| 01.5 SOW 17FEB2022 Strl Stl Deteoration NCWMAC ME.docx | DOCX document | |
| 12.0 1442 plus Prov Clauses - ME Steel.pdf | ||
| 10.0 DOL WD sme8.txt | TXT text file | |
| 01.4 Calculations.pdf | ||
| 01.3 Lead Sampling.pdf |
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Text version
VICINITY MAP
STRUCTURAL STEEL BEAM RUST REMEDIATION
NATIONAL COLD WATER MARINE AQUACULTURE CENTER
AGRICULTURAL RESEARCH SERVICE
U.S. DEPARTMENT OF AGRICULTURE
DRAWING NO.
INDEX OF DRAWINGS
SHEET NO. TITLE
LOCATION MAP
G101
G102
G103
S101
S102
S103
S201
AD151
AD201
A151
A201
A301
A501
A502
M101
M201
E101
E201
3 OF18
TITLE SHEET
GENERAL NOTES
GENERAL FLOOR PLAN
ROOF FRAMING PLAN
SIDE WALL/END WALL FRAMING PLAN
SIDE WALL/END WALL FRAMING PLAN
STRUCTURAL DETAILS
DEMO ROOF PLAN
DEMO ELEVATIONS
ROOF PLAN
ELEVATIONS
DORMER SECTION
DORMER DETAILS
CRICKET DETAILS
MECHANICAL FLOOR PLAN
MECHANICAL SCHEDULE AND DETAILS
ELECTRICAL PLAN
PANEL SCHEDULE
FRANKLIN, ME
USDA
LOCATION
PROJECT
PROJECT NUMBER: FY19HPRL PROJECT 09
LOCATION
PROJECT
Agricultural
Service
Research
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NO SCALE
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FRANKLIN
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PORTLAND
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BANGOR
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P.O. BOX 513, GREENWOOD, MISSISSIPPI - (662) 455-4943
AutoCAD SHX Text Johnson M Adams
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ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT
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USDA AGRICULTURAL RESEARCH SERVICE
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NATIONAL COLD WATER MARINE AQUALCULTURE CTR
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STRUCTURAL STEEL BEAM RUST REMEDIATION
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FRANKLIN, ME
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TITLE SHEET
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A. AT A MINIMUM, PROVIDE 42" TALL TEMPORARY ORANGE HIGH DENSITY POLYETHYLENE SAFETY
FENCE TO ISOLATE HAZARDS AND CONSTRUCTION FROM UNAUTHORIZED ACCESS.
B. PROTECT ASSETS AND FINISHES NOT SHOWN TO BE REMOVED. ANY DAMAGE CAUSED BY
CONSTRUCTION OPERATIONS OF ITEMS NOT INDICATED TO BE REMOVED BY THIS CONTRACT
SHALL BE REPAIRED TO MATCH THE EXISTING CONDITIONS AT NO COST TO THE GOVERNMENT.
C. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL ASSETS & UTILITIES, NOTE EXISTING
CONDITIONS AND NOTE ANY VARIANCES TO THE CONTRACTING OFFICE PRIOR TO BEGINNING
CONSTRUCTION.
D. THE CONTRACTOR SHALL PREVENT THE SPREAD OF DUST AND IRRITANTS TO OTHER SPACES
OF THE BUILDING, ONTO UNPROTECTED WATER TANKS AND EQUIPMENT AND OUTSIDE OF
DESIGNATED WORK AREAS.
E. THE CONTRACTOR SHALL PROVIDE CLEAN, STRAIGHT, NEAT CUTS FOR DEMOLITION THAT
MINIMIZE IMPACTS AND ADVERSE AFFECTS ON EXISTING FINISHES. COORDINATE THE LOCATION
OF THE CUTS TO ACCOMMODATE FINAL FINISHES.
F. THE REPAIR IS DESIGNED TO BE VIABLE IN ITS FULLY CONSTRUCTED, FINAL CONFIGURATION. IT
IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THE SAFETY AND STABILITY OF ALL
COMPONENTS DURING CONSTRUCTION.
G. EQUIPMENT UTILIZED FOR WORK IN THE BUILDING SHALL BE SAFE FOR INDOOR USE. USE OF
FUEL POWERED VEHICLES AND EQUIPMENT IS PROHIBITED.
H. PROVIDE A FIRE WATCH DURING ALL HOT WORK WITH A SUITABLE FIRE EXTINGUISHER
MAINTAINED IN A STATE OF READINESS FOR INSTANT USE AT ALL TIMES.
I. DO NOT BLOCK EGRESS PATHS FROM OCCUPIED SPACES AT ANYTIME DURING CONSTRUCTION.
ANY WORK THAT DOES NOT ALLOW COMPLIANCE WITH THIS REQUIREMENT WILL NEED TO BE
PERFORMED AFTER NORMAL WORKING HOURS AND ARRANGED WITH THE COR.
J. THE CONTRACTOR SHALL PROTECT ALL OPERATIONS AND OPERATION SERVICE DURING
CONSTRUCTION. INTERRUPTIONS SHALL BE ELIMINATED WHERE POSSIBLE. IF UNAVOIDABLE,
ALL OUTAGES SHALL BE COORDINATED WITH THE COR AND FACILITIES MANAGER AND
DOWNTIME SHALL BE LIMITED TO OUTSIDE NORMAL WORKING HOURS.
K. THE CONTRACTOR SHALL MAINTAIN NEGATIVE AIR PRESSURE IN ALL WORK AREAS. IN NO CASE
SHALL THE BUILDING VENTILATION SYSTEM BE USED AS THE LOCAL EXHAUST SYSTEM FOR THE
WORK CONTROL AREA. FILTERS ON EXHAUST EQUIPMENT SHALL CONFORM TO ASSE Z9.2 AND
UL 586. THE LOCAL EXHAUST SYSTEM SHALL TERMINATE OUT OF DOORS AND REMOTE FROM
ANY PUBLIC ACCESS OR VENTILATION SYSTEM INTAKES. ALL EXHAUST SHALL BE DUCTED
OUTSIDE THE BUILDING ENVELOPE. BLOCK AND SEAL OPENINGS IN AREAS WHERE THE
RELEASE OF AIRBORNE CONSTRUCTION DUST CAN BE EXPECTED. ESTABLISH A NEGATIVE
PRESSURE ENCLOSURE WITH THE USE OF CURTAINS, CONSTRUCTION PARTITIONS, OR OTHER
ENCLOSURES IN ORDER TO PREVENT THE ESCAPE OF DUST FROM THE WORK AREA. NEGATIVE
PRESSURE ENCLOSURE DEVELOPMENT SHALL INCLUDE PROTECTIVE COVERING OF OPENINGS
WITH A CONTINUOUS MEMBRANE OF TWO LAYERS OF MINIMUM 6-MIL PLASTIC SHEET SEALED
WITH TAPE TO PREVENT WATER OR OTHER DAMAGE. PROVIDE LOCAL EXHAUST SYSTEM IN THE
WORK AREA.
L. COVER AND SEAL ALL WATER TREATMENT INSIDE THE DORMER BAYS AND ADJOINING SPACES
WITH FIRE RETARDANT POLY SHEETING TO PREVENT CONSTRUCTION DUST FROM COLLECTING
ON OR CONTAMINATING THE PROCESS SYSTEMS. PROVIDE SUPPLEMENTAL VENTILATION THAT
REMOVES ANY OFF GASSING FROM UNDER THE SHEETING.
M. PROTECT/DISASSEMBLE THE BUILDING ENVELOPE AS REQUIRED TO PREVENT DAMAGE TO
RESEARCH AREAS AND OFFICES FROM RAIN, SNOW AND SIMILAR EVENTS. REPLACEMENT
FLASHING, WALL PANELS AND ROOFING SHALL BE ON-HAND FOR ALL WORK DISMANTLED AND
READY TO BE INSTALLED AS REQUIRED TO MINIMIZED DAMAGE TO THE BUILDING'S INTERIOR.
N. ALL FIELD DRILLED HOLES IN THE STRUCTURAL STEEL SHALL BE COATED PER THE CONTRACT
DOCUMENTS OR AN APPROVED ZINC SOLDER IN ACCORDANCE WITH ASTM A790.
O. COORDINATE ACCESS AND LAYDOWN AREA WITH THE CONTRACTING OFFICER.
P. WORKER, MATERIAL, AND EQUIPMENT ACCESS SHALL BE GAINED THROUGH THE REMOVABLE
ACCESS WALL PANELS.
GENERAL NOTES
PHASING NOTES
A. THE BUILDING WILL REMAIN OCCUPIED AND OPERATIONAL DURING THE DURATION OF
THIS CONTRACT.
B. THE CONTRACTOR WILL BE REQUIRED TO PROVIDE TOILET FACILITIES FOR THEIR
EMPLOYEES AND SUBCONTRACTORS.
C. THE CONTRACTOR SHALL COMPLETE ALL WORK IN A SINGLE WORK ZONE PRIOR TO
BEGINNING WORK IN A SEPARATE WORK ZONE UNLESS PRIOR WRITTEN APPROVAL IS
PROVIDED BY THE USDA'S CONTRACTING OFFICER.
D. WORKERS AND CONSTRUCTION OPERATIONS SHALL AVOID THE GROW-OUT AND
ADMINISTRATIVE SPACES OF THE BUILDING UNLESS PRIOR WRITTEN APPROVAL IS
PROVIDED BY THE USDA'S CONTRACTING OFFICER.
E. THE CONTRACTOR SHALL PROVIDE A SCHEDULE OF CONSTRUCTION TO THE
CONTRACTING OFFICER PRIOR TO BEGINNING CONSTRUCTION. DETAILS SHALL BE
PROVIDED NOTING WHERE CONSTRUCTION WILL OCCUR, SEQUENTIAL PHASING AND
THE DURATION OF THE WORK TO BE PERFORMED. THE SCHEDULE SHALL ALSO DETAIL
HOW THE CONTRACTOR WILL MINIMIZE INTERRUPTIONS TO USDA OPERATIONS.
F. SHUTDOWNS TO THE FACILITY'S WATER TREATMENT SHALL BE LIMITED TO NO MORE
THAN TWO HOURS PER DAY.
G. PROVIDE TEMPORARY PLASTIC ENGRAVED PLACARDS AT THE ENTRY INTO EACH AREA
AFFECTED BY CONSTRUCTION
1. NOTING THAT THE 'FACILITIES ARE CLOSED'
2. OR THAT THE AREA IS A 'CONSTRUCTION AREA'
PLAN
NORTH 0
32' 32'
1'-0'SCALE: 1/32"=
16'
KEYED PLAN
WORK ZONE 1
WATER TREATMENT ROOM
WORK ZONE 2
WATER TREATMENT ROOM
WORK ZONE 3
WATER TREATMENT ROOM
WORK ZONE 4
WATER TREATMENT ROOM
WORK ZONE 5
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WORK ZONE 6
WATER TREATMENT ROOM
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RESEARCH AREA
ADMINISTRATIVE
GROW-OUT AQUACULTURE
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BUILDING ENVELOPE NOTES
A. THE CONTRACTOR SHALL HAVE MATERIAL ON HAND PRIOR TO DEMOLISHING THE
BUILDINGS ENVELOPE AND AS REQUIRED TO MINIMIZE EXPOSING THIS BUILDINGS
FINISHED SPACES TO THE ADVERSE EFFECTS OF WEATHER.
B. THE WORK ON INDIVIDUAL CRICKET(S) AND DORMER (S) SHALL BE PERFORMED
PROVIDING WATER DIVERSION AROUND ENVELOPE PENETRATION TO PREVENT
WATER FROM ENTERING THE BUILDING.
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P.O. BOX 513, GREENWOOD, MISSISSIPPI - (662) 455-4943
AutoCAD SHX Text Johnson M Adams
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ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT
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USDA AGRICULTURAL RESEARCH SERVICE
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NATIONAL COLD WATER MARINE AQUALCULTURE CTR
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GRAPHIC SCALE
1. PROTECT EXISTING WATER TREATMENT SYSTEMS
WITH FIRE RESISTANT SHEETING FOR THE DURATION
OF THE WORK. PROVIDE TEMPORARY FRAMING AS
REQUIRED TO ELEVATE THE SHEETING THREE FEET
MINIMUM ABOVE THE WATER TREATMENT TANK AND
ALLOW GENERAL AIR CIRCULATION. WATER
TREATMENT SYSTEMS SHALL BE OPERATIONAL
DURING CONSTRUCTION.
2. REMOVE AND REPLACE WALL FASTENERS BETWEEN
WATER TREATMENT AND GROW-OUT SPACE FROM
ELEVATION 100'-0" TO 120'-0" ±. ANTICIPATE 200
FASTENERS PER DORMER BAY (1,600 TOTAL).
DORMER
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P.O. BOX 513, GREENWOOD, MISSISSIPPI - (662) 455-4943
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P-9
P-24
P-24
P-24
P-24
P-24
P-24
P-62
P-24
P-24
P-14
P-14
P-14
P-14
P-14
P-14
P-63
P-14
P-14
P-26
P-26
P-26
P-26
P-26
P-64
P-26
P-16
P-13
P-12
P-12
P-12
P-12
P-12
P-12
P-13
P-13
P-13
P-14
P-12
P-12
P-12
P-12
P-12
P-12
P-12
P-12
P-16
P-16
P-15
P-15
P-15
P-15
P-15
P-15
P-15
P-15
P-15
P-15
P-15
P-55
P-15
P-15
P-14
P-16
P-16
P-17
P-17
P-17
P-17
P-17
P-56
P-17
P-18
P-18
P-16
P-18
P-18
P-18
P-57
P-18
P-18
P-18
P-14
P-20
P-22
P-19
P-19
P-19
P-19
P-19
P-58
P-19
P-14
P-20
P-20
P-20
P-23
P-23
P-23
P-23
P-23
P-23
P-23
P-23
P-23
P-23
P-23
P-60
P-23
P-23
P-22
P-22
P-22
P-22
P-22
P-24
P-25
P-25
P-25
P-25
P-25
P-25
P-25
P-25
P-25
P-25
P-25
P-61
P-25
P-25
P-24
P-16
P-16
P-16
P-29
P-29
P-29
P-3
P-27
P-27
P-27
P-27
P-27
P-27
P-27
P-27
P-27
P-27
P-27
P-65
P-27
P-27
P-16
P-16
P-28
P-28
P-28
P-28
P-28
P-28
P-28
P-28
P-28
P-28
P-28
P-66
P-28
P-28
P-14
P-20
P-22
P-22
P-13
P-19
P-20
P-30
P-19
P-20
P-30
P-19
P-20
P-30
P-19
P-20
P-30
P-19
P-20
P-30
P-58
P-67
P-68
P-19
P-20
P-30
P-29
P-14
P-20
P-22
P-22
P-31
P-31
P-31
P-31
P-31
P-31
P-31
P-31
P-31
P-31
P-31
P-69
P-31
P-31
P-22
E-6
P-22
P-12
P-12
P-12
P-12
P-12
P-12
P-12
P-12
P-12
P-12
P-12
P-12
P-12
P-12
P-13
P-14 P-16 P-14
P-14
P-16
P-16 P-14
P-22
P-22
P-24
P-24
P-21
P-21
P-21
P-21
P-21
P-21
P-21
P-21
P-59
P-21
P-21
P-21
P-21
P-21
P-16 P-14
P-14 P-16
P-14
P-14
P-20
P-20
P-22
P-22
P-13
P-13
BEM-1
BEM-1
B E
M
B E
M
BEM-2
BEM-2
B E
M
B E
M
BEM-3
B E
M
BEM-3
B E
M
BEM-4
B E
M
BEM-4
B E
M
BEM-1
B E
M
BEM-1
B E
M
BEM-5
B E
M
BEM-5
B E
M
B E
M
BEM-6
BEM-6
B E
M
BEM-7
B E
M
B E
M
BEM-7
1 1
BEM-10
BEM-10
B E
M
B E
M
BEM-12
BEM-12
B E
M
B E
M
BEM-13
BEM-13
B E
M
B E
M
BEM-15
BEM-15
B E
M
B E
M
BEM-17
BEM-17
B E
M
B E
M
BEM-19
B E
M
BEM-19
B E
M
4 4 4
4 4
4 4
5 5
MEMBER TABLE
ROOF PLAN
MARK PART LENGTH
P-1 10Z099 28.792
P-2 10Z082 29.458
P-3 10Z082 29.458
P-4 10Z071 26.792
P-5 10Z082 27.958
P-6 10Z082 29.958
P-7 10Z082 28.958
P-8 10Z090 30.458
P-9 10Z099 28.792
P-10 10Z082 29.458
P-11 10Z090 30.458
P-12 10Z099 2.989
P-13 10Z099 28.292
P-14 10Z099 29.958
P-15 10Z099 29.666
P-16 10Z099 31.458
P-17 10Z099 30.508
P-18 10Z079 28.792
P-19 10Z099 28.320
P-20 10Z099 31.958
P-21 10Z099 8.069
P-22 10Z099 30.958
P-23 10Z099 31.310
P-24 10Z099 28.292
P-25 10Z099 27.531
P-26 10Z082 12.571
P-27 10Z099 29.820
P-28 10Z099 9.908
P-29 10Z099 28.792
P-30 10Z082 12.071
P-31 10Z099 29.104
P-32 10Z099 30.458
P-33 10Z099 31.458
P-34 10Z099 30.458
P-35 10Z099 27.792
P-36 10Z099 29.958
P-37 10Z099 30.958
P-38 10Z099 29.958
PLB 1A
MARK/PART
ROOF FRAMING
CONNECTION PLATES
ID
10Z090 30.458 P-54
P-66
E-3
E-6
E-7
E-4
E-5
P-69
E-1
E-2
P-67
P-68
P-60
P-63
P-64
P-65
P-61
P-62
P-57
P-59
P-58
P-55
P-56
10Z099 9.908
31.958
12.071
24.802
22.979
29.104
21.813
24.979
24.802
23.979
24.47910ESH090
10ESH090
10ESH090
10ESH090
10ESH090
10ESH090
10ESH090
10Z099
10Z099
10Z082
30.508
29.666
27.531
28.320
28.792
31.310
28.292
12.571
29.820
29.958
8.069
10Z099
10Z099
10Z082
10Z099
10Z099
10Z099
10Z071
10Z099
10Z099
10Z099
10Z099
P-51
P-52
P-53
P-50
P-49
P-48
P-45
P-46
P-47
P-43
P-42
P-44
P-40
P-41
P-39
29.958
28.792
31.458
29.458
26.792
29.458
28.958
29.958
27.958
29.458
28.792
30.45810Z090
10Z099
10Z082
10Z082
10Z082
10Z082
10Z071
10Z082
10Z082
10Z099
10Z099
10Z099
31.458
28.958
31.95810Z099
10Z099
10Z099
MARK LENGTHPART
BEM-1 W10X39 24.833
BEM-2 W10X39 25.000
BEM-20
BEM-19
BEM-18
BEM-17
BEM-16
BEM-15
BEM-14
BEM-13
BEM-12
BEM-11
BEM-10
BEM-9
BEM-8
BEM-7
BEM-6
BEM-5
W10X12
W10X22
W10X12
W10X22
7.293
25.000
7.293
26.000
W10X22
W10X12
W10X22
W10X12
W10X22
W10X12
W10X26
W10X26
W10X22
W10X39
W10X39
W10X39
7.293
25.500
7.293
25.000
24.000
7.293
25.500
20.708
20.708
25.000
26.000
25.500
BEM-4 W10X39 25.500
22.833BEM-3 W10X39
PBS 89.6
PBR 2 X
PART
ROOF FRAMING
ID
7.467
2.000
LENGTH
ANGLE TABLE
3 PBS 74.5
PBA 89.6 7.467
6.208
3 PBA 74.5
PBSE 41.0 3.417
6.208
3.417PBAE 41.0
10.000SP 1
239'-6"
OUT TO OUT OF STEEL
23'-10" 23'-0" 24'-6" 24'-6" 21'-10" 23'-0" 25'-0" 24'-0" 24'-0" 23'-10"
1'-0"
1'-0"
83'-9"
83'-9"
7'-10" ±
7'-10" ±
Agricultural
Service
Research
SCALE:
ROOF FRAMING PLAN
3/32" = 1'-0"
S101
LEGEND
- PREP AND RECOAT STRUCTURAL STEEL FRAMING
DORMER
A 3-4
SEE S102
DORMER
A 8-9
SEE S102
DORMER
A 10-11
SEE S103
DORMER
A 5-6
SEE S102
DORMER
H 1-2
SEE S103
DORMER
H 3-4
SEE S103
DORMER
H 7-8
SEE S103
DORMER
H 9-10
SEE S103
PLAN
NORTH
PLAN
NORTH
1 11
KEY NOTES
REMOVE STRUCTURAL STEEL COATING SYSTEM TO
NEAR WHITE CONDITION (SPC-SP 10) AND RECOAT PER
SPECIFICATIONS.
1'-0'
10'
10'5'
SCALE: 3/32" =
GRAPHIC SCALE
THE BUILDINGS ROOFING MAY REMAIN IN PLACE.
REMOVE SPRAYED ON FOAM INSULATION TO EXPOSE AN
ADDITIONAL INCH OF ROOF PURLIN. THEN REMOVE
STRUCTURAL STEEL COATING SYSTEM TO NEAR WHITE
CONDITION (SPC-SP 10) AND RECOAT PER
SPECIFICATIONS. PREPARE AND SPRAY APPLY 4" OF
ADDITIONAL SPRAY FOAM INSULATION.
1 11
112 2 2 2
2 2
2 2 2 2 2
2 2 2 2
2 2
22222
PROVIDE COLD FORMED METAL FRAMING AND MARINE
GRADE PLYWOOD DECKING FOR THE NEW CRICKET.
3 3
- CONNECTION PLATES ROOF FRAMING
- ANGLE ROOF FRAMING
AutoCAD SHX Text
PPM
AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
DATE
AutoCAD SHX Text c
AutoCAD SHX Text P.A.
AutoCAD SHX Text
FIRM
AutoCAD SHX Text U
AutoCAD SHX Text
NO.
AutoCAD SHX Text D
AutoCAD SHX Text
EPM
AutoCAD SHX Text
SAFETY & HEALTH
AutoCAD SHX Text
REAL PROPERTY
AutoCAD SHX Text A
AutoCAD SHX Text
DATE
AutoCAD SHX Text
PROJECT NO.
AutoCAD SHX Text S
AutoCAD SHX Text
USDA
AutoCAD SHX Text
BY
AutoCAD SHX Text
AGRICULTURAL RESEARCH SERVICE
AutoCAD SHX Text
OF
AutoCAD SHX Text
THE
AutoCAD SHX Text
DESIGNER
AutoCAD SHX Text
PROJECT MANAGER
AutoCAD SHX Text
JOB #
AutoCAD SHX Text
CHECKED BY
AutoCAD SHX Text
A-E FIRM
AutoCAD SHX Text
P.O. BOX 513, GREENWOOD, MISSISSIPPI - (662) 455-4943
AutoCAD SHX Text Johnson M Adams
AutoCAD SHX Text
ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT
AutoCAD SHX Text
USDA AGRICULTURAL RESEARCH SERVICE
AutoCAD SHX Text
NATIONAL COLD WATER MARINE AQUALCULTURE CTR
AutoCAD SHX Text
STRUCTURAL STEEL BEAM RUST REMEDIATION
AutoCAD SHX Text
FRANKLIN, ME
AutoCAD SHX Text 5/18/21
AutoCAD SHX Text
AEJ
AutoCAD SHX Text
AEJ
AutoCAD SHX Text
FEJ
AutoCAD SHX Text
NORTHEAST AREA
AutoCAD SHX Text
FRANKLIN, ME
AutoCAD SHX Text
XXX
AutoCAD SHX Text 2419-M
AutoCAD SHX Text
SHEKAILO
AutoCAD SHX Text
O'CONNELL
AutoCAD SHX Text
DISALVO
AutoCAD SHX Text
BORDELON
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text S101
AutoCAD SHX Text
ROOF FRAMING PLAN
ENDWALL FRAMING: FRAME LINE 1 ELEVATION
C
B
C
B
EC-81
EC-82
W10X39
C
B
G-81
G-81
C
B
G-82
C
B
G-82
E
R
EC-83 EC-84
G-81
G-81
E
R
ROOF FRAMING PLAN
C
B
P-81
E-81
P-81
P-81
P-81
P-81
P-81
E-81
C
B
C
B
C
B
C
B
EC-87
ENDWALL FRAMING: FRAME LINE 2 ELEVATION
EC-86EC-85
W10X39
EC-88
C
B
C
B
G-81 G-82
C
B
E
R
G-81 G-82
C
B
G-81
E
R
G-81
G-83
SIDEWALL FRAMING: FRAME LINE D ELEVATION
EC-88
E-81
EC-81
C
B
C
B
SIDEWALL FRAMING: FRAME LINE A ELEVATION
C
B
EC-84
C
B
G-82
E-81
EC-85
21'-2 1/2"
OUT-TO-OUT STEEL
20'-6 1/2"
4"4"
21'-2 1/2"
OUT-TO-OUT STEEL
20'-6 1/2"
4"4"
5'-6 1"/2
4'-4"
9'-10 1/2"
10 15/16"
6'-5 7/16
5'-6 1/2
5'-6 1"/2
4'-4"
9'-10 1/2"
10 15/16"
6'-5 7/16
5'-6 1/2
1 2
21'-2 1/2"
OUT-TO-OUT OF STEEL
20'-6 1/2"
4"4"
5'-1 5/8" 5'-1 5/8" 5'-1 5/8" 5'-1 5/8"
A
D
7'-6"
7'-6"
MARK/PARTID
1 CJ 2/CO 1
22.000
21.167
21.167
LENGTH
ROD0500
8C063
10ESH090
PART
FRAME LINE A
MEMBER TABLE
FRAME LINE A
CONNECTION PLATES
E-81
CB-84
G-83
MARK
CB-85 ROD0500 21.000
PL BRB12
PL BRB23
22.000
21.167
21.167
LENGTH
8.000
2.246
4.958
4.958
1.938
LENGTH
PBA 59.52
SP 3
PBH 26.95 X
ROOF PLAN
MEMBER TABLE
PBS 59.5
PBR 5 X
PART
ROOF PLAN
ANGLE TABLE
ID
P-81
CB-86
E-81
MARK
ROD0500
10ESH090
10Z090
PART
1 PC 1
MARK/PART
ROOF PLAN
CONNECTION PLATES
ID
PART
10ESH090
ROD0500
ROD0500
8C063
FRAME LINE D
MEMBER TABLE
G-83
CB-85
CB-84
E-81
MARK
21.167
21.000
22.000
LENGTH
21.167
CJ 2/CO 11
PL BRB2
PL BRB1
CONNECTION PLATES
FRAME LINE D
MARK/PARTID
5"
5"
A D
B C
15'-0"
OUT-TO-OUT STEEL
4'-6" 6'-0" 4'-6"
10 15/16"
4'-0 1/2"
1'-6"
6'-5 7/16
5" 5"
D A
C B
15'-0"
OUT-TO-OUT STEEL
4'-6" 6'-0" 4'-6"
4'-4"
4'-0 1/2"
1'-6"
9'-10 1/2"
BOLT TABLE
FRAME LINE 2
LOCATION QUAN TYPE DIA LENGTH
ER-81/ER-81 8 A325 1/2" 1 1/4"
Columns - Rafter 4 A325 1/2" 1 1/4"
MEMBER TABLE
FRAME LINE 2
MARK PART LENGTH
EC-85 W8X10 5.324
EC-86 W8X10 6.783
EC-87 W8X10 6.783
EC-88 W8X10 5.324
ER-81 W8X10 8.125
G-82 8C063 5.438
CB-82 ROD0500 7.333
CB-83 ROD0500 6.667
ANGLE TABLE
FRAME LINE 2
ID PART LENGTH
1 SP 3 8.000
FLANGE BRACE TABLE
FRAME LINE 2
ID MARK LENGTH (in)
1 FB82A 18.130
FBxA - 2"x2"x1/8"
CONNECTION PLATES
FRAME LINE 2
ID MARK/PART
1 CJ 2/CO 1
2 FF 8
Columns - Base A3254 3/4" 2"
G-81 8C063 2.938
ANGLE TABLE
FRAME LINE 1
ROD0500
ROD0500
ROD0500
8C063
FLANGE BRACE TABLE
MARK
FB82A
FBxA - 2"x2"x1/8"
MARK/PART
FRAME LINE 1
CONNECTION PLATES
2 FF 8
ID
1 CJ 2/CO 1
FRAME LINE
ID
ID
SP 3
PART
G-81
CB-81
CB-83
CB-82
18.130
LENGTH (in)
2.938
7.333
6.667
7.417
8.000
LENGTH
FRAME LINE 1
PART
W8X10
W8X10
W8X10
W8X10
W8X10
MEMBER TABLE
MARK
EC-81
ER-81
EC-84
EC-83
EC-82
8.748
8.748
8.125
10.206
10.206
LENGTH
COLUMNS - RAFTER
COLUMNS - BASE
FRAME LINE 1
LOCATION
ER-81/ER-81
BOLT TABLE
DIAQUAN
A325
TYPE
A325
A325
2"
LENGTH
1 1/4"
1 1/4"
1/2"
3/4"
1/2"
8C063 G-82 5.438
2 2 2 2
2 2 2 2
2 2 2 2
Agricultural
Service
Research
S102
- PREP AND RECOAT STRUCTURAL STEEL FRAMING
DORMER
A 5-6
SCALE:
15' DORMER
SIDE WALL/ENDWALL FRAMING PLAN
1/4" = 1'-0"
PLAN
NORTH
PLAN
NORTH
KEY NOTES (REPAIRS ARE TYPICAL
FOR ALL DORMERS)
REMOVE STRUCTURAL STEEL COATING SYSTEM TO NEAR WHITE CONDITION
(SPC-SP 10) AND RECOAT PER SPECIFICATIONS.
PROVIDE A 8X3.5Z 14 GA BY-PASS GIRT WITH FIELD FABRICATED BOLTED
CONNECTIONS. FIELD LOCATE TO BE APPROXIMATELY 6" ABOVE THE BOTTOM
TERMINATION FOR THE NEW WALL PANEL FOR PANEL ANCHORAGE.
PROVIDE A 8X3.5Z 14 GA INSET GIRT WITH FIELD FABRICATED BOLTED
CONNECTIONS. FIELD LOCATE TO BE APPROXIMATELY 6" ABOVE THE BOTTOM
TERMINATION FOR THE NEW WALL PANEL FOR PANEL ANCHORAGE.
PROVIDE INSET 400S200-54 COLD-FORMED METAL STUD WITH FLANGE
OUTWARD [(1)
" BOLT EACH END]. LOCATE AND SPACE AS REQUIRED TO
TERMINATE THE BOTTOM OF THE NEW WALL PANEL FOR PANEL ANCHORAGE.
GENERAL NOTES
TYPICAL FOR ALL 15' DORMERS, TOTAL OF 3,
LABELED A 3-4, A 5-6, A 8-9.
GRAPHIC SCALE
LEGEND
04' 4'
1'-0"SCALE: 1/4" =
2'
FIELD FABRICATED BY-PASS
GIRT CONNECTIONS
A307 BOLTS
1/2"x1-1/2"
W/ WASHERS
A307 BOLT
1/2"x1-1/2"
(TYP.)
GIRT
GIRT CLIP
EXISTING COLUMN
(1) WELDNUT 1/2x13
1/2"x1-1/2"
A307 BOLTS W/
EXISTING
COLUMN
GIRT CLIP
COLD-FORMED
METAL STUD
EXISTING
CROSS BRACE
INTERIOR
INSET METAL STUD
CONNECTIONS
FLANGE OUTWARD
NOTE: GRID LINES ARE SPECIFIC TO THIS PAGE
(AND DORMERS ONLY) AND DO NOT
CORRELATE TO THE FLOOR PLANS
- CONNECTION PLATES ROOF FRAMING
- ANGLE ROOF FRAMING
- FLANGE BRACE
AutoCAD SHX Text
PPM
AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
DATE
AutoCAD SHX Text c
AutoCAD SHX Text P.A.
AutoCAD SHX Text
FIRM
AutoCAD SHX Text U
AutoCAD SHX Text
NO.
AutoCAD SHX Text D
AutoCAD SHX Text
EPM
AutoCAD SHX Text
SAFETY & HEALTH
AutoCAD SHX Text
REAL PROPERTY
AutoCAD SHX Text A
AutoCAD SHX Text
DATE
AutoCAD SHX Text
PROJECT NO.
AutoCAD SHX Text S
AutoCAD SHX Text
USDA
AutoCAD SHX Text
BY
AutoCAD SHX Text
AGRICULTURAL RESEARCH SERVICE
AutoCAD SHX Text
OF
AutoCAD SHX Text
THE
AutoCAD SHX Text
DESIGNER
AutoCAD SHX Text
PROJECT MANAGER
AutoCAD SHX Text
JOB #
AutoCAD SHX Text
CHECKED BY
AutoCAD SHX Text
A-E FIRM
AutoCAD SHX Text
P.O. BOX 513, GREENWOOD, MISSISSIPPI - (662) 455-4943
AutoCAD SHX Text Johnson M Adams
AutoCAD SHX Text
ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT
AutoCAD SHX Text
USDA AGRICULTURAL RESEARCH SERVICE
AutoCAD SHX Text
NATIONAL COLD WATER MARINE AQUALCULTURE CTR
AutoCAD SHX Text
STRUCTURAL STEEL BEAM RUST REMEDIATION
AutoCAD SHX Text
FRANKLIN, ME
AutoCAD SHX Text 5/18/21
AutoCAD SHX Text
AEJ
AutoCAD SHX Text
AEJ
AutoCAD SHX Text
FEJ
AutoCAD SHX Text
NORTHEAST AREA
AutoCAD SHX Text
FRANKLIN, ME
AutoCAD SHX Text
XXX
AutoCAD SHX Text 2419-M
AutoCAD SHX Text
SHEKAILO
AutoCAD SHX Text
O'CONNELL
AutoCAD SHX Text
DISALVO
AutoCAD SHX Text
BORDELON
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text S102
AutoCAD SHX Text
SIDE WALL/ENDWALL FRAMING PLAN
EC-75 EC-76 EC-77 EC-78
E
R
1 E
R
G-71
G-71
G-71
G-71
G-71
G-71
2 2 2 2
A
5"
D
5"
B C
ENDWALL FRAMING: FRAME LINE 2 ELEVATION
BOLT TABLE
FRAME LINE 2
LOCATION QUAN TYPE DIA LENGTH
ER-71/ER-71 8 A325 1/2" 1 1/4"
Columns - Rafter 4 A325 1/2" 1 1/4"
MEMBER TABLE
FRAME LINE 2
MARK PART LENGTH
EC-75 W8X10 5.324
EC-76 W8X10 7.824
EC-77 W8X10 7.824
EC-78 W8X10 5.324
ER-71 W8X10 10.833
G-71 8C063 5.438
CB-72 ROD0500 7.333
CB-73 ROD0500 6.917
ANGLE TABLE
FRAME LINE 2
ID PART LENGTH
1 SP 2 10.833
FLANGE BRACE TABLE
FRAME LINE 2
ID MARK LENGTH (in)
1 FB72A 18.130
FBxA - 2"x2"x1/8"
CONNECTION PLATES
FRAME LINE 2
ID MARK/PART
1 CJ 2/CO 1
2 FF 8
C
B
W10X39
C
B
C
B
C
B
ENDWALL FRAMING: FRAME LINE 1 ELEVATION
C
B
C
B
C
B
EC-71
EC-72
W10X39
C
B
G-71
G-71
C
B
G-71
C
B
G-71
5"
E
R
ANGLE TABLE
FRAME LINE 1
ROD0500
ROD0500
ROD0500
8C063
FLANGE BRACE TABLE
MARK
FB72A
FBxA - 2"x2"x1/8"
MARK/PART
FRAME LINE 1
CONNECTION PLATES
2 FF 8
EC-73 EC-74
G-71
G-71
ID
1 CJ 2/CO 1
FRAME LINE
ID
ID
SP 2
PART
G-71
CB-71
CB-73
CB-72
18.130
LENGTH (in)
5.438
7.333
6.917
7.417
10.833
LENGTH
FRAME LINE 1
PART
W8X10
W8X10
W8X10
W8X10
W8X10
MEMBER TABLE
5"
E
R
MARK
EC-71
ER-71
EC-74
EC-73
EC-72
8.748
8.748
10.833
11.248
11.248
LENGTH
SIDEWALL FRAMING: FRAME LINE A ELEVATION
G-72
E-71
EC-74
C
B
MARK/PARTID
EC-75
1 CJ 2/CO 1
22.000
21.167
21.167
LENGTH
ROD0500
8C063
10ESH090
PART
FRAME LINE A
MEMBER TABLE
FRAME LINE A
CONNECTION PLATES
E-71
CB-74
G-72
MARK
C
B
CB-75 ROD0500 21.000
C
B
C
B
SIDEWALL FRAMING: FRAME LINE D ELEVATION
EC-71
E-71
G-72
EC-78
PART
10ESH090
ROD0500
ROD0500
8C063
FRAME LINE D
MEMBER TABLE
G-72
CB-75
CB-74
E-71
MARK
21.167
21.000
22.000
LENGTH
21.167
ROOF FRAMING PLAN
A
C
B
P-71
E-71
P-71
P-71
P-71
D
P-71
P-71
E-71
22.750
21.167
21.167
LENGTH
10.833
3.146
6.767
6.767
1.938
LENGTH
PBA 81.22
SP 2
PBH 37.75 X
ROOF PLAN
MEMBER TABLE
PBS 81.2
PBR 5 X
PART
ROOF PLAN
ANGLE TABLE
ID
P-71
CB-76
E-71
MARK
ROD0500
10ESH090
10Z082
PART
C
B
C
B
C
B
1 PC 1
MARK/PART
ROOF PLAN
CONNECTION PLATES
ID
PL BRB12
PL BRB23
CJ 2/CO 11
PL BRB2
PL BRB1
CONNECTION PLATES
FRAME LINE D
MARK/PARTID
Columns - Base A3254 3/4" 2"
COLUMNS - RAFTER
COLUMNS - BASE
FRAME LINE 1
LOCATION
ER-71/ER-71
BOLT TABLE
DIAQUAN
A325
TYPE
A325
A325
2"
LENGTH
1 1/4"
1 1/4"
1/2"
3/4"
1/2"
20'-0"
OUT-TO-OUT STEEL
7'-0" 6'-0" 7'-0"
D A
C B
20'-0"
OUT-TO-OUT STEEL
7'-0" 6'-0" 7'-0"
10 15/16"
4'-0 1/2"
1'-6"
6'-5 7/16
10 15/16"
6'-5 7/16
5'-6 1/2
21'-2 1/2"
OUT-TO-OUT STEEL
20'-6 1/2"
4"4"
5'-6 1"/2
4'-4"
9'-10 1/2"
5'-6 1"/2
4'-4"
9'-10 1/2"
21'-2 1/2"
OUT-TO-OUT STEEL
20'-6 1/2"
4"4"
10 15/16"
6'-5 7/16
5'-6 1/2
10'-0"
10'-0"
21'-2 1/2"
OUT-TO-OUT OF STEEL
20'-6 1/2"
4"4"
5'-1 5/8" 5'-1 5/8" 5'-1 5/8" 5'-1 5/8"
4'-4"
4'-0 1/2"
1'-6"
9'-10 1/2"
2 2 2 2
2 2 2 2
4 4
NOTE: GRID LINES ARE SPECIFIC TO THIS PAGE
(AND DORMERS ONLY) AND DO NOT
CORRELATE TO THE FLOOR PLAN'S
GRID LINES
Agricultural
Service
Research
SCALE:
20' DORMER
SIDE WALL/ENDWALL FRAMING PLAN
1/4" = 1'-0"
S103
PLAN
NORTH
PLAN
NORTH
KEY NOTES
GENERAL NOTES
TYPICAL FOR ALL 20' DORMERS, TOTAL OF 5,
LABELED A 10-11, H 1-2, H 3-4, H 7-8, H 9-10.
- PREP AND RECOAT STRUCTURAL
STEEL FRAMING
GRAPHIC SCALE
LEGEND
04' 4'
1'-0"SCALE: 1/4" =
2'
REMOVE STRUCTURAL STEEL COATING SYSTEM TO
NEAR WHITE CONDITION (SPC-SP 10) AND RECOAT PER
SPECIFICATIONS.
PROVIDE A 8X3.5Z 14 GA BY-PASS GIRT WITH FIELD
FABRICATED BOLTED CONNECTIONS . FIELD LOCATE TO
BE APPROXIMATELY 6" ABOVE THE BOTTOM
TERMINATION FOR THE NEW WALL PANEL FOR
ANCHORAGE OF PANEL.
PROVIDE A 8X3.5Z 14 GA INSET GIRT WITH FIELD
FABRICATED BOLTED CONNECTIONS. FIELD LOCATE TO
BE APPROXIMATELY 6" ABOVE THE BOTTOM
TERMINATION FOR THE NEW WALL PANEL FOR
ANCHORAGE OF PANEL.
PROVIDE INSET 400S200-54 COLD-FORMED METAL STUD
WITH FLANGE OUTWARD [(1)
" BOLT EACH END].
LOCATE AND SPACE AS REQUIRED TO TERMINATE THE
BOTTOM OF THE NEW WALL PANEL.
A307 BOLTS
1/2"x1-1/2"
W/ WASHERS
A307 BOLT
1/2"x1-1/2"
(TYP.)
GIRT
GIRT CLIP
EXISTING COLUMN
FIELD FABRICATED INSET GIRT
CONNECTIONS
- CONNECTION PLATES ROOF FRAMING
- ANGLE ROOF FRAMING
- FLANGE BRACE
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PPM
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REVISIONS
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DESCRIPTION
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SHEET
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DATE
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FIRM
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NO.
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EPM
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SAFETY & HEALTH
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REAL PROPERTY
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DATE
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PROJECT NO.
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USDA
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BY
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AGRICULTURAL RESEARCH SERVICE
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OF
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THE
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DESIGNER
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PROJECT MANAGER
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JOB #
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CHECKED BY
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A-E FIRM
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P.O. BOX 513, GREENWOOD, MISSISSIPPI - (662) 455-4943
AutoCAD SHX Text Johnson M Adams
AutoCAD SHX Text
ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT
AutoCAD SHX Text
USDA AGRICULTURAL RESEARCH SERVICE
AutoCAD SHX Text
NATIONAL COLD WATER MARINE AQUALCULTURE CTR
AutoCAD SHX Text
STRUCTURAL STEEL BEAM RUST REMEDIATION
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FRANKLIN, ME
AutoCAD SHX Text 5/18/21
AutoCAD SHX Text
AEJ
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AEJ
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FEJ
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NORTHEAST AREA
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FRANKLIN, ME
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XXX
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SHEKAILO
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O'CONNELL
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DISALVO
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BORDELON
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AutoCAD SHX Text S103
AutoCAD SHX Text
SIDE WALL/ENDWALL FRAMING PLAN
7'10" ±
3'±
S201
VARIES (MATCH DORMER WIDTH AT THE LOW END)
FACE OF BOX DORMER
6' MAX
2' MAX ±
BEARING ON
PURLIN/DECKING BELOW
NEW BREADS OF SILICONE
ADHESIVE COMPATIBLE WIT
THE COATING SYSTEM
NEW HOT DIPPED GALVANIZED
(G90) BREAK METAL FLASHING
(INSTALLED AFTER
PAINTING/COATING ARE
CURED)
1"
1"
E-5 E-2 E-4 E-3 E-3 E-2 E-7
H
1 2 3 4 5 6 7 8
P-44
P-1
P-13
P-14
P-45
P-2
P-3
P-46
P-16
P-16
P-46
P-3
P-47
P-4
P-18
P-48
P-14
P-5
P-49
P-6
P-20
P-22
P-13
P-12
P-12
P-12
P-12
P-12
P-12
P-13
P-13
P-13
P-14
P-12
P-12
P-12
P-12
P-12
P-12
P-12
P-12
P-16
P-16
P-15
P-15
P-15
P-15
P-15
P-15
P-15
P-15
P-15
P-15
P-15
P-55
P-15
P-15
P-14
P-16
P-16
P-17
P-17
P-17
P-17
P-17
P-56
P-17
P-18
P-18
P-16
P-18
P-18
P-18
P-57
P-18
P-18
P-18
P-14
P-20
P-22
P-19
P-19
P-19
P-19
P-19
P-58
P-19
P-14
P-20
P-20
P-20
P-22
P-14 P-16 P-14
P-14
P-16
P-16 P-14
P-22
P-22
P-21
P-21
P-21
P-21
P-21
P-21
P-21
P-21
P-59
P-21
P-21
P-21
P-21
P-21
BEM-1
B E
M
BEM-1
B E
M
BEM-5
B E
M
BEM-5
B E
M
B E
M
BEM-6
BEM-6
B E
M
1 1
4 4
PROVIDE BUILD-UP OF
BEM-1 (SEE 3/S201)
PROVIDE BUILD-UP OF
BEM-5 (SEE 3/S201)
PROVIDE BUILD-UP OF
BEM-6 (SEE 3/S201)
Agricultural
Service
Research
SCALE:
CRICKET FRAMING PLAN
1/4" = 1'-0"
S201
GENERAL NOTES
GRAPHIC SCALE
2' 2'
1'-0"SCALE: 1/2" =
SCALE:
CRICKET FRAMING ELEVATION
1/4" = 1'-0"
S201
DELEGATED DESIGN NOTE:
1. COLD FORMED METAL TRUSSES AND RELATED
PRE-FABRICATED COMPONENTS ARE DELEGATED
DESIGN ENGINEERED SYSTEMS. THE
MANUFACTURER SHALL SUBMIT SHOP DRAWINGS
THAT ARE SEALED BY A LICENSED ENGINEER,
EMPLOYED BY THE CONTRACTOR/MANUFACTURER,
INDICATING THAT THE SUPPLIED COMPONENTS
ARE IN COMPLIANCE WITH THE CONTRACT
DOCUMENTS AND THE SPECIFIED CRITERIA.
PROVIDE A COMPLETE DESIGN ANALYSIS SHOWING
ALL CALCULATIONS FOR THE TRUSSES.
DELEGATED DESIGNS MUST COMPLY WITH THE
REQUIREMENTS OF THE INTERNATIONAL BUILDING
CODE. ALL SUBMITTALS MUST BE APPROVED BY
THE CONTRACTING OFFICER PRIOR TO ANY
FABRICATION OR RELATED FIELD CONSTRUCTION.
2. DETAILS SHOWN ON THESE CONSTRUCTION
DRAWINGS ARE THE DESIGNER OF RECORD'S
ESTIMATE OF REQUIREMENTS BASED ON
ANTICIPATED SYSTEMS AND CONFIGURATION.
ITEMS SPECIFIED IN THESE CONTRACT
DOCUMENTS, SUCH AS THICKNESS AND GAUGES,
SHALL BE INCORPORATED AS THE MINIMUM
ALLOWED.
3. ALL MEMBERS SHALL BE G60 OR EQUIVALENT
GALVANIZED.
4. MINIMUM LOADING SHALL INCLUDE 115 PSF
BALANCED SNOW LOAD TO ACCOUNT FOR DRIFT.
EXISTING ROOF PURLINS
" MARINE GRADE STRUCTURAL PLYWOOD
WHERE PEMB METAL ROOFING IS
REMOVED. ATTACHED TO STUDS WITH #10
PAN HEAD TEK SCREWS AT 6" ON CENTER
BEAR OVER PURLINS TO THE GREATEST
EXTEND POSSIBLE.
" MARINE GRADE STRUCTURAL PLYWOOD
(SEE ARCHITECTURAL FOR FLASHING, MEMBRANE AND ROOFING
400S200-68
" MARINE
GRADE
STRUCTURAL
PLYWOOD
SHEETING
SHIM AND ATTACH WITH #10 PAN HEAD
TEK SCREWS AT 6" OC
COLD FORMED METAL TRUSS
SCALE:
BEAM BUILD-UP
3" = 1'-0"
S201
EXISTING BEAM
CLEAN AND COAT AFTER
WELDING IS COMPLETE
NEW WT4X7.5. INSTALL
PRIOR TO PROVIDING
COATING AND FINISHES.
1/4
CONTINUOUS
GRIND TO RECEIVE BEVEL
SCALE:
ENLARGED FRAMING PLAN
3/32" = 1'-0"
S201
DORMER
H 1-2
DORMER
H 3-4
DORMER
H 7-8
SCALE: 3" = 1'-0"
04" 1'2" 4" 6" 8"2"
WITH PRIOR APPROVAL FROM
FACILITIES MANAGER, THE
CONTRACTOR MAY REPLACE THE
NOTED BEAM(S) AND ASSOCIATED
BOLTED CONNECTIONS LIKE-IN-KIND AT
NO ADDITIONAL COST TO THE
GOVERNMENT. IN THE EVENT THAT
THIS OPTION IS PURSUED, THE WELDED
'WT' BUILD-UP WILL NOT BE REQUIRED
BUT ALL FLASHING AND COATING
SYSTEMS WILL BE REQUIRED.
ALL STRUCTURAL STEEL WILL BE PREPARED
AND COATED PER DIVISION 9.
ANGLE OF BEAM
RELATIVE TO
VERTICAL
VARIES
1/4
1/4
CLEAN AND COAT AFTER
WELDING IS COMPLETE
PROVIDE A 3/8" X 1" X 4" STIFFENER PLATE
@ 5' O.C. FOR FULL LENGTH OF REPAIR
AutoCAD SHX Text
PPM
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REVISIONS
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DESCRIPTION
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SHEET
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DATE
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FIRM
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NO.
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EPM
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SAFETY & HEALTH
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REAL PROPERTY
AutoCAD SHX Text A
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DATE
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PROJECT NO.
AutoCAD SHX Text S
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USDA
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BY
AutoCAD SHX Text
AGRICULTURAL RESEARCH SERVICE
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OF
AutoCAD SHX Text
THE
AutoCAD SHX Text
DESIGNER
AutoCAD SHX Text
PROJECT MANAGER
AutoCAD SHX Text
JOB #
AutoCAD SHX Text
CHECKED BY
AutoCAD SHX Text
A-E FIRM
AutoCAD SHX Text
P.O. BOX 513, GREENWOOD, MISSISSIPPI - (662) 455-4943
AutoCAD SHX Text Johnson M Adams
AutoCAD SHX Text
ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT
AutoCAD SHX Text
USDA AGRICULTURAL RESEARCH SERVICE
AutoCAD SHX Text
NATIONAL COLD WATER MARINE AQUALCULTURE CTR
AutoCAD SHX Text
STRUCTURAL STEEL BEAM RUST REMEDIATION
AutoCAD SHX Text
FRANKLIN, ME
AutoCAD SHX Text 5/18/21
AutoCAD SHX Text
AEJ
AutoCAD SHX Text
AEJ
AutoCAD SHX Text
FEJ
AutoCAD SHX Text
NORTHEAST AREA
AutoCAD SHX Text
FRANKLIN, ME
AutoCAD SHX Text
XXX
AutoCAD SHX Text 2419-M
AutoCAD SHX Text
SHEKAILO
AutoCAD SHX Text
O'CONNELL
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DISALVO
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BORDELON
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AutoCAD SHX Text S201
AutoCAD SHX Text
STRUCTURAL DETAILS
AutoCAD SHX Text 1'-0'
AutoCAD SHX Text
AutoCAD SHX Text 10'
AutoCAD SHX Text 10'
AutoCAD SHX Text 5'
AutoCAD SHX Text
SCALE: 3/32"=
2 3 4 5 6 7 8 9
239'-6"
OUT TO OUT OF STEEL
23'-10" 23'-0" 24'-6" 24'-6" 21'-10" 23'-0" 25'-0" 24'-0" 24'-0" 23'-10"
1'-0"
1'-0"
H
A
83'-9"
83'-9"
(120) 24" SSR
DORMER
A 3-4
DORMER
A 8-9
DORMER
A 10-11
DORMER
A 5-6
DORMER
H 1-2
DORMER
H 3-4
DORMER
H 7-8
DORMER
H 9-10
3 3
Agricultural
Service
Research
PLAN
NORTH
SCALE:
DEMO ROOF PLAN
3/32" = 1'-0"
AD151
PLAN
NORTH
GRAPHIC SCALE
1'-0'
10'
10'5'
SCALE: 3/32" =
REMOVE DORMER (THERMALLY BROKEN) METAL WALL
PANELS.
REMOVE DORMER METAL ROOF PANELS.
REMOVE METAL ROOF SECTION AND PREPARE FOR NEW
CRICKET, FLASHING, AND NEW ROOFING. SEE
STRUCTURAL SHEET S101 FOR CRICKET CUT OUT
LOCATION.
KEYED NOTES
AutoCAD SHX Text A
AutoCAD SHX Text H
AutoCAD SHX Text D.6
AutoCAD SHX Text B
AutoCAD SHX Text C
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AutoCAD SHX Text D.5
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PPM
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REVISIONS
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DESCRIPTION
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SHEET
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DATE
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FIRM
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NO.
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EPM
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SAFETY & HEALTH
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REAL PROPERTY
AutoCAD SHX Text A
AutoCAD SHX Text
DATE
AutoCAD SHX Text
PROJECT NO.
AutoCAD SHX Text S
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USDA
AutoCAD SHX Text
BY
AutoCAD SHX Text
AGRICULTURAL RESEARCH SERVICE
AutoCAD SHX Text
OF
AutoCAD SHX Text
THE
AutoCAD SHX Text
DESIGNER
AutoCAD SHX Text
PROJECT MANAGER
AutoCAD SHX Text
JOB #
AutoCAD SHX Text
CHECKED BY
AutoCAD SHX Text
A-E FIRM
AutoCAD SHX Text
P.O. BOX 513, GREENWOOD, MISSISSIPPI - (662) 455-4943
AutoCAD SHX Text Johnson M Adams
AutoCAD SHX Text
ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT
AutoCAD SHX Text
USDA AGRICULTURAL RESEARCH SERVICE
AutoCAD SHX Text
NATIONAL COLD WATER MARINE AQUALCULTURE CTR
AutoCAD SHX Text
STRUCTURAL STEEL BEAM RUST REMEDIATION
AutoCAD SHX Text
FRANKLIN, ME
AutoCAD SHX Text 5/18/21
AutoCAD SHX Text
AEJ
AutoCAD SHX Text
JTP
AutoCAD SHX Text
FEJ
AutoCAD SHX Text
NORTHEAST AREA
AutoCAD SHX Text
FRANKLIN, ME
AutoCAD SHX Text
XXX
AutoCAD SHX Text 2419-M
AutoCAD SHX Text
SHEKAILO
AutoCAD SHX Text
O'CONNELL
AutoCAD SHX Text
DISALVO
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BORDELON
AutoCAD SHX Text
AutoCAD SHX Text J
AutoCAD SHX Text A
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AutoCAD SHX Text O
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AutoCAD SHX Text T
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AutoCAD SHX Text L
AutoCAD SHX Text E
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AutoCAD SHX Text T
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AutoCAD SHX Text T
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AutoCAD SHX Text H
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AutoCAD SHX Text E
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AGRICULTURE
AutoCAD SHX Text C
AutoCAD SHX Text O
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AD151
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DEMO ROOF PLAN
2 2 2
2 2
4 4 4
4 4 4
REMOVABLE ACCESS WALL PANEL (TYPICAL)
REMOVABLE ACCESS WALL PANEL (TYPICAL)
SCALE:
DEMO SOUTH ELEVATION
3/32" = 1'-0"
AD201
SCALE:
DEMO WEST ELEVATION
3/32" = 1'-0"
AD201
SCALE:
DEMO NORTH ELEVATION
3/32" = 1'-0"
AD201
SCALE:
DEMO EAST ELEVATION
3/32" = 1'-0"
AD201
Agricultural
Service
Research
GRAPHIC SCALE
1'-0'
10'
10'5'
SCALE: 3/32" =
REMOVE DORMER (THERMALLY BROKEN) METAL WALL
PANELS.
REMOVE DORMER METAL ROOF PANELS.
REMOVE METAL ROOF SECTION AND PREPARE FOR NEW
CRICKET, FLASHING, AND NEW ROOFING. SEE
STRUCTURAL SHEET S101 FOR CRICKET CUT OUT
LOCATION.
REMOVE, STORE, AND PROTECT VENTS AND
APPURTENANCES. (TO BE REINSTALLED WITH NEW ROOF
CONSTRUCTION)
KEYED NOTES
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NATIONAL COLD WATER MARINE
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AQUACULTURE CENTER
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FRANKLIN, MAINE
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PPM
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REVISIONS
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DESCRIPTION
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SHEET
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DATE
AutoCAD SHX Text c
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FIRM
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NO.
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EPM
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SAFETY & HEALTH
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REAL PROPERTY
AutoCAD SHX Text A
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DATE
AutoCAD SHX Text
PROJECT NO.
AutoCAD SHX Text S
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USDA
AutoCAD SHX Text
BY
AutoCAD SHX Text
AGRICULTURAL RESEARCH SERVICE
AutoCAD SHX Text
OF
AutoCAD SHX Text
THE
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DESIGNER
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PROJECT MANAGER
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JOB #
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CHECKED BY
AutoCAD SHX Text
A-E FIRM
AutoCAD SHX Text
P.O. BOX 513, GREENWOOD, MISSISSIPPI - (662) 455-4943
AutoCAD SHX Text Johnson M Adams
AutoCAD SHX Text
ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT
AutoCAD SHX Text
USDA AGRICULTURAL RESEARCH SERVICE
AutoCAD SHX Text
NATIONAL COLD WATER MARINE AQUALCULTURE CTR
AutoCAD SHX Text
STRUCTURAL STEEL BEAM RUST REMEDIATION
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FRANKLIN, ME
AutoCAD SHX Text 5/18/21
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AEJ
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JTP
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FEJ
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NORTHEAST AREA
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FRANKLIN, ME
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XXX
AutoCAD SHX Text 2419-M
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SHEKAILO
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O'CONNELL
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DISALVO
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BORDELON
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AGRICULTURE
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AD201
DEMO ELEVATIONS
2 3 4 5 6 7 8 9
239'-6"
OUT TO OUT OF STEEL
23'-10" 23'-0" 24'-6" 24'-6" 21'-10" 23'-0" 25'-0" 24'-0" 24'-0" 23'-10"
1'-0"
1'-0"
H
A
83'-9"
83'-9"
(120) 24" SSR
DORMER
A 3-4
SEE S102
DORMER
A 8-9
SEE S102
DORMER
A 10-11
SEE S103
DORMER
A 5-6
SEE S102
DORMER
H 1-2
SEE S103
DORMER
H 3-4
SEE S103
DORMER
H 7-8
SEE S103
DORMER
H 9-10
SEE S103
3 3
A301
A502
A502
A502
A502
S E
E
S T
R U
C T
U R
A L
S E
E
S T
R U
C T
U R
A L
SEE
STRUCTURAL
A201
Agricultural
Service
Research
PLAN
NORTH
SCALE:
ROOF PLAN
3/32" = 1'-0"
A151
PLAN
NORTH
GRAPHIC SCALE
1'-0'
10'
10'5'
SCALE: 3/32" =
PROVIDE INSULATED METAL WALL PANELS (R13+R13CI
WITH GASKETED THERMAL BREAK).
PROVIDE INSULATED METAL ROOF PANELS (R-25 + R-11LS
(LINEAR SYSTEM) WITH THERMAL BREAKS).
PROVIDE CRICKET, FLASHING, AND NEW ROOFING.
KEYED NOTES
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REVISIONS
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DESCRIPTION
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SHEET
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DATE
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FIRM
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EPM
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SAFETY & HEALTH
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REAL PROPERTY
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DATE
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PROJECT NO.
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USDA
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BY
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AGRICULTURAL RESEARCH SERVICE
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OF
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THE
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DESIGNER
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PROJECT MANAGER
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JOB #
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CHECKED BY
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A-E FIRM
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P.O. BOX 513, GREENWOOD, MISSISSIPPI - (662) 455-4943
AutoCAD SHX Text Johnson M Adams
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ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT
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USDA AGRICULTURAL RESEARCH SERVICE
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NATIONAL COLD WATER MARINE AQUALCULTURE CTR
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STRUCTURAL STEEL BEAM RUST REMEDIATION
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FRANKLIN, ME
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AEJ
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JTP
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FEJ
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NORTHEAST AREA
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FRANKLIN, ME
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XXX
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SHEKAILO
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O'CONNELL
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DISALVO
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BORDELON
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ROOF PLAN
2 2 2
2 2
4 4 4
4 4 4
TOP OF WATER
TREATMENT
TANKS VARIES
WATER TREAMENT ROOMS
94'0" FF TYPICAL
BOX DORMER
THE CONTRACTOR SHALL PROVIDE A
DEWATERING PLAN THAT WILL
PREVENT WATER DEPTHS FROM
EXCEEDING 4" FOR THE EQUIVALENT
OF A 25YR 15 MINUTE LOCAL EVENT
100'0" FF
101'0" TOP WALL
***REMOVE AND DISPOSE OF SAND FROM 50'
OF 4" Ø FLOOR DRAIN IN EIGHT LOCATIONS.
SEE KEYED NOTE 2
ON SHEET G103
Agricultural
Service
Research
SCALE:
TYPICAL
DORMER SECTION
3/32" = 1'-0"
A201
GRAPHIC SCALE
1'-0'
10'
10'5'
SCALE: 3/32" =
SCALE:
SOUTH ELEVATION
3/32" = 1'-0"
A201
SCALE:
WEST ELEVATION
3/32" = 1'-0"
A201
SCALE:
NORTH ELEVATION
3/32" = 1'-0"
A201
SCALE:
EAST ELEVATION
3/32" = 1'-0"
A201
PROVIDE INSULATED METAL WALL PANELS (R13+R13CI
WITH GASKETED THERMAL BREAK).
PROVIDE INSULATED METAL ROOF PANELS (R-25 + R-11LS
(LINEAR SYSTEM) WITH THERMAL BREAKS).
PROVIDE CRICKET, FLASHING, AND NEW ROOFING.
REINSTALL VENTS AND APPURTENANCES. PROVIDE
FLASHINGS AND WEATHER TIGHT SYSTEM FOR ROOF AND
WALL PENETRATIONS PER MANUFACTURER'S GUIDELINES.
KEYED NOTES
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NATIONAL COLD WATER MARINE
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AQUACULTURE CENTER
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FRANKLIN, MAINE
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VENT
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PPM
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REVISIONS
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DESCRIPTION
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SHEET
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DATE
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FIRM
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SAFETY & HEALTH
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REAL PROPERTY
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DATE
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PROJECT NO.
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USDA
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BY
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AGRICULTURAL RESEARCH SERVICE
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OF
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THE
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DESIGNER
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PROJECT MANAGER
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JOB #
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CHECKED BY
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A-E FIRM
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P.O. BOX 513, GREENWOOD, MISSISSIPPI - (662) 455-4943
AutoCAD SHX Text Johnson M Adams
AutoCAD SHX Text
ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT
AutoCAD SHX Text
USDA AGRICULTURAL RESEARCH SERVICE
AutoCAD SHX Text
NATIONAL COLD WATER MARINE AQUALCULTURE CTR
AutoCAD SHX Text
STRUCTURAL STEEL BEAM RUST REMEDIATION
AutoCAD SHX Text
FRANKLIN, ME
AutoCAD SHX Text 5/18/21
AutoCAD SHX Text
AEJ
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JTP
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FEJ
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NORTHEAST AREA
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FRANKLIN, ME
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XXX
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SHEKAILO
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O'CONNELL
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DISALVO
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BORDELON
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ELEVATIONS
OUT-TO-OUT STEEL
A501
A501
A501
PROVIDE 2-1/2" INSULATED WALL
PANEL WITH THERMAL BACKING AS
SPECIFIED
EXISTING STRUCTURAL FRAMING
(SEE STRUCTURAL)
EXISTING ROOF PURLINS (TYPICAL)
EXISTING STANDING
SEAM METAL ROOF TO
REMAIN
WALL GIRT FOR ANCHORAGE OF
WALL PANEL (SEE STRUCTURAL)
PROVIDE 4" INSULATED ROOF PANEL
AS SPECIFIED
SCALE:
TYPICAL DORMER SECTION
3/4" = 1'-0"
A301
Agricultural
Service
Research
GRAPHIC SCALE
016" 16"
1'-0"SCALE: 3/4" =
8"
PROVIDE INSULATED METAL WALL PANELS (R13+R13CI
WITH GASKETED THERMAL BREAK).
PROVIDE INSULATED METAL ROOF PANELS (R-25 + R-11LS
(LINEAR SYSTEM) WITH THERMAL BREAKS).
KEYED NOTES
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PPM
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REVISIONS
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DESCRIPTION
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