Q and A Addendum 07_Structural.pdf
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- Attached to
- B222 Renovation and Addition Federal contract opportunity
- Solicitation number
- W912LM20R1003
About this file
This is a solicitation for a firm fixed-price construction contract to renovate and add to an existing base supply facility at the 148th Fighter Wing of the Minnesota Air National Guard in Duluth, Minnesota. The project includes constructing an addition, repairing metal flashing and exterior doors, rehabilitating face brick, addressing site drainage, selectively demolishing interior walls to reconfigure space, and replacing mechanical and electrical systems. The facility will be designed to permanent construction standards and be compatible with military design requirements. Special construction includes matching existing brick facade and standing seam metal roofing. The project budget is between $5-10 million and must be completed within 540 days of the notice to proceed. The pre-proposal conference is October 7, 2020 and questions are due by October 26, 2020. The solicitation closes on October 29, 2020 and the source selection will be conducted in accordance with FAR Part 15 using best value past performance and price factors without discussions. The North American Industry Classification System code is 236220 and it is set aside for small businesses with a size standard of $39.5 million.
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Text version
B
3 42
A
5 6
15' - 0" 8' - 4" (+/-)
HSS5X5X1/4
HSS5X5X1/4
8' - 3"
T/FOOTING (EXIST)
95' - 0"
T/FOOTING (EXIST)
93' - 0"
T/FOOTING (EXIST)
94' - 8"
G10
S-302
SEE SHEET S-102
" C1
S-311
F1 F1
C1
S-302
G1
S-302
TYP
TYP
TYP
G4
S-302
TYP
1.51.2
6' - 8" 8' - 8" 9' - 8"
T/FOOTING EL 97'-0"
T/FOOTING EL 95'-0"
T/FOOTING EL 95'-0"
H8
S-301
SIM
OPP
H7
S-303
TYP
4' - 0"
/2
D
NOTES:
1. SEE DWGS S-001 & S-002 FOR GENERAL NOTES, LEGEND AND ABBREVIATIONS.
2. SEE DWGS S-011 THRU S-016 FOR TYPICAL DETAILS.
3. MASONRY DIMENSIONS ARE NOMINAL. GENERAL CONTRACTOR COORDINATE
ACTUAL DIMENSIONS WITH FINAL COURSING LAYOUT.
4. ALL DIMENSIONS INVOLVING COORDINATION OF NEW WORK WITH EXISTING
CONSTRUCTION SHALL BE FIELD CHECKED BY THE CONTRACTOR AND
FURNISHED TO THE SUBCONTRACTORS PRIOR TO FABRICATION OF ANY WORK.
THE VERIFIED DIMENSIONS SHALL APPEAR AND BE NOTED ON THE SUBMITTED
SHOP DRAWING.
5. FOR NEW OPENINGS IN NON-LOAD BEARING EXISTING MASONRY WALLS,
PROVIDE NEW STEEL LINTELS BASED ON OPENING SIZES AS SHOWN ON S-016.
NON-LOAD BEARING EXISTING MASONRY WALLS AND OPENINGS SHALL BE
COORDINATED WITH THE ARCHITECTURAL DRAWINGS.
I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the state of Minnesota.
JASON DRAPER, PE
DATE: 10/20/20 LIC. NO. 52103
date detailed checkeddesigned ofsheet sheets project contract rev.drawing file
no. date descriptionby ckd
1 1312111098765432
I
H
G
F
E
D
C
B
A
B222 RENOVATION AND ADAL
xxx
US NATIONAL GUARD BUREAU
MN ANG, 148TH FIGHTER WING
DULUTH, MINNESOTA
8201 NORMAN CENTER DR.
BLOOMINGTON, MN 55437
763-277-4676
102554
KEYPLAN
AREA A
AREA B
D
102554_S_CENTRAL
S-101
FOUNDATION PLAN - AREA A
01/03/20
S. HUNTING J. DRAPER
J. BRICE
SCALE: 3/32" = 1'-0"G2
FOUNDATION PLAN - AREA A
0 8' 16' 24'
PLAN NOTES:
EXISTING 5" CONCRETE SLAB ON GRADE. T/CONC = 100'-0" (CIVIL FF = 1420.72).
PATCH AND REPAIR EXISTING CONCRETE FLOOR AS REQUIRED, REFER TO TYPICAL
DETAILS ON S-015.
SAW CUT EXISTING FLOOR AS REQUIRED FOR CONSTRUCTION OF NEW FOUNDATIONS
BELOW.
8" MASONRY SHAFT WALL FOR NEW ELEVATOR. FULLY GROUT ALL VERT CELLS. REINF
WALL w/ #5 @ 48" OC, TYP. PROVIDE BOND BEAM @ 4'-0" OC MAX AND AT ALL ELEVATOR
RAIL CONNECTIONS, REINF WITH (2) #5 CONT.
PLACE 1'-6" x 1'-6" x 2'-6" DEEP SUMP PIT IN BOTTOM OF ELEV. COORDINATE SIZE AND
LOCATION WITH MECHANICAL AND ELEVATOR MANUFACTURER. REINFORCING AT SUMP
PIT PER E3/S-303.
NEW 5" CONCRETE SLAB ON GRADE w/ 6x6-W1.4xW1.4 WWF CENTERED IN SLAB ON
VAPOR BARRIER ON 6" COMPACTED CRUSHED AGGREGATE BASE, T/CONC = MATCH
EXISTING.
CONTRACTOR SHALL COORDINATE ELEVATOR DIMENSIONS WITH ELEVATOR MFR
PRIOR TO MASONRY WALL CONSTRUCTION.
6" CONCRETE SLAB ON GRADE w/ #4 @ 12" OC, EW, CENTERED IN SLAB ON COMPACTED
CRUSHED AGGREGATE BASE.
FOOTING STEP PER S-012
NEW STEEL STAIR. MC12X14.3 MINIMUM STRINGERS AND LANDING W/ CONCRETE PANS.
ALL STAIR STRUCTURAL MEMBERS AND CONNECTIONS BY STAIR MANUFACTURER.
FOUNDATION SCHEDULE
MARK TOP ELEVATION WIDTH LENGTH THICKNESS BOTTOM REINFORCEMENT
F1 99'-0" 3'-6" 3'-6" 1'-0" #5 @ 12" OC, EW
F2 98'-6" 4'-0" 4'-0" 1'-0" #5 @ 12" OC, EW
F3 98'-6" 6'-0" 6'-0" 1'-0" #5 @ 12" OC, EW
F4 98'-6" 5'-0" 5'-0" 1'-0" #5 @ 12" OC, EW
N
A 05/23/19 SH JS TYPE B-1 SUBMITTAL
B 08/01/19 SH JD TYPE B-2 SUBMITTAL
C 01/03/20 SH JD TYPE B-3 SUBMITTAL
D 10/20/20 SH JD ADDENDUM 03
A
5 6
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W14X22
4' - 0" 4' - 0"
8' - 4" (+/-)
F8
S-311
F3
S-311
W X
W X
C11
S-311
C12X20.7
F11
S-311
W X
W X
F3
S-311
SIM
C7
S-311
(3) @ 5'-0"8' - 3"
1F1
S-311
C1
S-311
W X
W X
C11
S-311
SIM
C12X20.7
F1
S-323
1.51.2
H5
S-311
H1
S-311
W X
H9
S-311
/2
D
H4
S-321
C12X20.7
D
H9
S-321
NOTES:
1. SEE DWGS S-001 & S-002 FOR GENERAL NOTES, LEGEND AND ABBREVIATIONS.
2. SEE DWGS S-011 THRU S-016 FOR TYPICAL DETAILS.
3. MASONRY DIMENSIONS ARE NOMINAL. GENERAL CONTRACTOR COORDINATE
ACTUAL DIMENSIONS WITH FINAL COURSING LAYOUT.
4. ALL DIMENSIONS INVOLVING COORDINATION OF NEW WORK WITH EXISTING
CONSTRUCTION SHALL BE FIELD CHECKED BY THE CONTRACTOR AND
FURNISHED TO THE SUBCONTRACTORS PRIOR TO FABRICATION OF ANY WORK.
THE VERIFIED DIMENSIONS SHALL APPEAR AND BE NOTED ON THE SUBMITTED
SHOP DRAWING.
5. SP JOISTS CALLED OUT ON THE DRAWINGS ARE SIZED FOR EQUIVALENT
UNIFORM GRAVITY LOADS ONLY. REFERENCE GENERAL NOTES SECTION 6.D,
FOR ADDITIONAL DESIGN LOADS.
6. ALL NEW K-SERIES JOISTS SHALL HAVE A 4" SEAT DEPTH, UNLESS NOTED
OTHERWISE.
7. FOR NEW OPENINGS IN NON-LOAD BEARING EXISTING MASONRY WALLS,
PROVIDE NEW STEEL LINTELS BASED ON OPENING SIZES AS SHOWN ON S-016.
NON-LOAD BEARING EXISTING MASONRY WALLS AND OPENINGS SHALL BE
COORDINATED WITH THE ARCHITECTURAL DRAWINGS.
I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the state of Minnesota.
JASON DRAPER, PE
DATE: 10/20/20 LIC. NO. 52103
date detailed checkeddesigned ofsheet sheets project contract rev.drawing file
no. date descriptionby ckd
1 1312111098765432
I
H
G
F
E
D
C
B
A
B222 RENOVATION AND ADAL
xxx
US NATIONAL GUARD BUREAU
MN ANG, 148TH FIGHTER WING
DULUTH, MINNESOTA
8201 NORMAN CENTER DR.
BLOOMINGTON, MN 55437
763-277-4676
102554
KEYPLAN
AREA A
AREA B
D
102554_S_CENTRAL
S-111
SECOND FLOOR FRAMING PLAN - AREA A
01/03/20
S. HUNTING J. DRAPER
J. BRICE
0 8' 16' 24'SCALE: 3/32" = 1'-0"G2
SECOND FLOOR FRAMING PLAN - AREA A
PLAN NOTES:
1-1/2" NON-COMPOSITE 20 GAGE DECK w/ 2-1/2" CONCRETE TOPPING. TOTAL DEPTH = 4". T/CONCRETE = 110' - 3". REINF w/ 6X6-W1.4XW1.4 WWF, MID
DEPTH OF SLAB.
NOT USED
NEW STEEL STAIR. MC12X14.3 MINIMUM STRINGERS AND LANDING W/
CONCRETE PANS. ALL STAIR STRUCTURAL MEMBERS AND CONNECTIONS
BY STAIR MANUFACTURER.
N
A 05/23/19 SH JS TYPE B-1 SUBMITTAL
B 08/01/19 SH JD TYPE B-2 SUBMITTAL
3 4
W X
W X
C
W24X55
2' - 5"
2' - 6"
3' - 0" 3' - 6"
3' - 6"
L H
S
P
L H
S
P
L H
S
P
L H
S
P
22' - 4 3/4" 28' - 4" 47' - 7" 30' - 11" 31' - 1"
H1
S-321
C8
S-322
C12
S-322
C1
S-322
C4
S-322
L H
S
P
1.51.2
18LH03SP @ 4' - 0" OC
W16X31 W21X44 W30X90
K
S
P
K
S
P
K
S
P
K
S
P
K
S
P
10K1SP @ 4' - 0" OC
G8
S-322
3' - 6"
3' - 6"
3' - 6"
3' - 6" 3' - 0"
2' - 6"
2' - 11"
JST BRG EL = 111' - 4"
JST BRG EL = 115' - 2"
GALV HSS16X4X5/16
H1
S-322
SIM
H6
S-323
H1
S-323
C10X15.3
C X
.3
C10X15.3
O C
C X
.7
T/STEEL EL = 113' - 10 1/4"
F4
S-321
SIM
TYPICAL @ OH DOORS:
PROVIDE SUPPLEMENTAL
FRAMING FOR OVERHEAD
DOOR GENERAL CONTR COORD
TYPICAL @ OH DOORS:
PROVIDE SUPPLEMENTAL
FRAMING FOR OVERHEAD
DOOR GENERAL CONTR COORD
C6X8.2
D
NOTES:
1. SEE DWGS S-001 & S-002 FOR GENERAL NOTES, LEGEND AND ABBREVIATIONS.
2. SEE DWGS S-011 THRU S-016 FOR TYPICAL DETAILS.
3. MASONRY DIMENSIONS ARE NOMINAL. GENERAL CONTRACTOR COORDINATE
ACTUAL DIMENSIONS WITH FINAL COURSING LAYOUT.
4. ALL DIMENSIONS INVOLVING COORDINATION OF NEW WORK WITH EXISTING
CONSTRUCTION SHALL BE FIELD CHECKED BY THE CONTRACTOR AND
FURNISHED TO THE SUBCONTRACTORS PRIOR TO FABRICATION OF ANY WORK.
THE VERIFIED DIMENSIONS SHALL APPEAR AND BE NOTED ON THE SUBMITTED
SHOP DRAWING.
5. SP JOISTS CALLED OUT ON THE DRAWINGS ARE SIZED FOR EQUIVALENT
UNIFORM GRAVITY LOADS ONLY. REFERENCE GENERAL NOTES SECTION 6.D,
FOR ADDITIONAL DESIGN LOADS.
6. ALL NEW K-SERIES JOISTS SHALL HAVE A 6 1/2" SEAT DEPTH, TYPICAL.
7. ALL NEW LH-SERIES JOISTS SHALL HAVE A 6 1/2" SEAT DEPTH AT HIGH END AND
5" SEAT DEPTH AT LOW END BEARING ON MASONRY (W/O TOP CHORD
EXTENSIONS), TYPICAL.
8. FOR NEW OPENINGS IN NON-LOAD BEARING EXISTING MASONRY WALLS,
PROVIDE NEW STEEL LINTELS BASED ON OPENING SIZES AS SHOWN ON S-016.
NON-LOAD BEARING EXISTING MASONRY WALLS AND OPENINGS SHALL BE
COORDINATED WITH THE ARCHITECTURAL DRAWINGS.
I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the state of Minnesota.
JASON DRAPER, PE
DATE: 10/20/20 LIC. NO. 52103
date detailed checkeddesigned ofsheet sheets project contract rev.drawing file
no. date descriptionby ckd
1 1312111098765432
I
H
G
F
E
D
C
B
A
B222 RENOVATION AND ADAL
xxx
US NATIONAL GUARD BUREAU
MN ANG, 148TH FIGHTER WING
DULUTH, MINNESOTA
8201 NORMAN CENTER DR.
BLOOMINGTON, MN 55437
763-277-4676
102554
KEYPLAN
AREA A
AREA B
D
102554_S_CENTRAL
S-121
LOW ROOF FRAMING PLAN - AREA B
01/03/20
S. HUNTING J. DRAPER
J. BRICE
SCALE: 3/32" = 1'-0"G2
LOW ROOF FRAMING PLAN - AREA B
0 8' 16' 24'
PLAN NOTES:
1-1/2" METAL ROOF DECK. PROVIDE 6 1/2" DEEP JOIST SEATS AT ALL K-SERIES
JOISTS, SLOPE SEATS AS REQUIRED PER SJI SPECIFICATIONS.
CANOPY PER ARCH. GALVANIZE ALL EXPOSED STEEL FRAMING.
MITERED CORNER AT C10 CHANNELS, GRIND WELDS SMOOTH.
1-1/2" GALV METAL ROOF DECK. PERIMETER CHANNELS T/STEEL = 116'-6". SLOPE
INTERIOR C5 TO DRAIN, RE: ARCH
N
A 05/23/19 SH JS TYPE B-1 SUBMITTAL
B 08/01/19 SH JD TYPE B-2 SUBMITTAL
A
5 61
A1
S-323
F1
S-323
EXISTING LH JOIST, TYP
EXISTING H JOIST, TYP
1.51.2
F8
S-323
TYP
W6X8.5W6X8.5
W6X162
/2
D
NOTES:
1. SEE DWGS S-001 & S-002 FOR GENERAL NOTES, LEGEND AND ABBREVIATIONS.
2. SEE DWGS S-011 THRU S-016 FOR TYPICAL DETAILS.
3. MASONRY DIMENSIONS ARE NOMINAL. GENERAL CONTRACTOR COORDINATE
ACTUAL DIMENSIONS WITH FINAL COURSING LAYOUT.
4. ALL DIMENSIONS INVOLVING COORDINATION OF NEW WORK WITH EXISTING
CONSTRUCTION SHALL BE FIELD CHECKED BY THE CONTRACTOR AND
FURNISHED TO THE SUBCONTRACTORS PRIOR TO FABRICATION OF ANY WORK.
THE VERIFIED DIMENSIONS SHALL APPEAR AND BE NOTED ON THE SUBMITTED
SHOP DRAWING.
5. SP JOISTS CALLED OUT ON THE DRAWINGS ARE SIZED FOR EQUIVALENT
UNIFORM GRAVITY LOADS ONLY. REFERENCE GENERAL NOTES SECTION 6.D,
FOR ADDITIONAL DESIGN LOADS.
6. ALL NEW K-SERIES JOISTS SHALL HAVE A 4" SEAT DEPTH, UNLESS NOTED
OTHERWISE.
7. FOR NEW OPENINGS IN NON-LOAD BEARING EXISTING MASONRY WALLS,
PROVIDE NEW STEEL LINTELS BASED ON OPENING SIZES AS SHOWN ON S-016.
NON-LOAD BEARING EXISTING MASONRY WALLS AND OPENINGS SHALL BE
COORDINATED WITH THE ARCHITECTURAL DRAWINGS.
I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the state of Minnesota.
JASON DRAPER, PE
DATE: 10/20/20 LIC. NO. 52103
date detailed checkeddesigned ofsheet sheets project contract rev.drawing file
no. date descriptionby ckd
1 1312111098765432
I
H
G
F
E
D
C
B
A
B222 RENOVATION AND ADAL
xxx
US NATIONAL GUARD BUREAU
MN ANG, 148TH FIGHTER WING
DULUTH, MINNESOTA
8201 NORMAN CENTER DR.
BLOOMINGTON, MN 55437
763-277-4676
102554
KEYPLAN
AREA A
AREA B
D
102554_S_CENTRAL
S-122
HIGH ROOF FRAMING PLAN - AREA A
01/03/20
S. HUNTING J. DRAPER
J. BRICE
SCALE: 3/32" = 1'-0"G1
HIGH ROOF FRAMING PLAN - AREA A
0 8' 16' 24'
PLAN NOTES:
DEMO EXISTING JOIST FOR INSTALLATION OF NEW ELEVATOR SHAFT PER
A1/S-323.
W6X16 HOIST BEAM, T/STEEL = 123' - 4 1/4". CONTRACTOR TO COORDINATE ALL
HOIST BEAM CLEARANCES AND REQUIREMENTS PER ELEVATOR MFR.
EXISTING JOIST BRIDGING. REMOVE AND REPLACE EXIST JOIST BRIDGING AS
REQUIRED AROUND NEW MASONRY WALLS. INSTALL NEW JOIST BRIDGING TO
MATCH EXISTING. CONTRACTOR COORDINATE.
1-1/2" METAL ROOF DECK
N
A 05/23/19 SH JS TYPE B-1 SUBMITTAL
B 08/01/19 SH JD TYPE B-2 SUBMITTAL
BC
14' - 7"
L-1
L-3
L-1L-1
L-1
L-3.1
TYPICAL INFILL BETWEEN NEW WINDOWS AT
EXISTING MASONRY WALLS:
INFILL BETWEEN WINDOWS WITH NEW STEEL
STUDS (600S162-43 MIN @ 8" MASONRY WALL,
1000S162-54 MIN @ 12" MASONRY WALL).
MASONRY VENEER CONNECTION SHALL BE
REPAIRED AS NEEDED TO MATCH EXISTING
AFTER INSTALLATION OF NEW STEEL LINTEL.
L-3.1
MASONRY WALL
INFILL PER S-016, TYP
B CA
L-3.1 L-3.1 L-3.1
MASONRY WALL
INFILL PER S-016, TYP
14' - 7"
TYPICAL INFILL BETWEEN NEW WINDOWS AT
EXISTING MASONRY WALLS:
INFILL BETWEEN WINDOWS WITH NEW STEEL
STUDS (600S162-43 MIN @ 8" MASONRY WALL,
1000S162-54 MIN @ 12" MASONRY WALL).
MASONRY VENEER CONNECTION SHALL BE
REPAIRED AS NEEDED TO MATCH EXISTING
AFTER INSTALLATION OF NEW STEEL LINTEL.
L-1
L-3 L-3
15' - 0"
L-3.1
D
3 421 1.51.2
L-1.1 L-1.1 L-1.1 L-1.1
L-1.1
MASONRY WALL
INFILL PER S-016, TYP
I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the state of Minnesota.
JASON DRAPER, PE
DATE: 10/20/20 LIC. NO. 52103
date detailed checkeddesigned ofsheet sheets project contract rev.drawing file
no. date descriptionby ckd
1 1312111098765432
I
H
G
F
E
D
C
B
A
B222 RENOVATION AND ADAL
xxx
US NATIONAL GUARD BUREAU
MN ANG, 148TH FIGHTER WING
DULUTH, MINNESOTA
8201 NORMAN CENTER DR.
BLOOMINGTON, MN 55437
763-277-4676
102554
D
102554_S_CENTRAL
S-202
WALL ELEVATIONS 2 OF 3
01/03/20
S. HUNTING J. DRAPER
J. BRICE
SCALE: 1/8" = 1'-0"F1
ELEVATION
SCALE: 1/8" = 1'-0"C1
ELEVATION
0 4' 8' 16'
SCALE: 1/8" = 1'-0"F11
ELEVATION
0 4' 8' 16'
0 4' 8' 16'
0 4' 8' 16'
THE EXISTING CONDITIONS INDICATED ON THE DRAWINGS ARE BASED ON
MATERIAL PROVIDED TO THE EOR AND NO CLAIM IS MADE AS TO ITS ABSOLUTE
COMPLETENESS AND/OR ACCURACY. CONTRACTOR TO FIELD VERIFY ALL
DIMENSIONS SHOWN. COORDINATE ALL STRUCTURAL WORK WITH WORK
SHOWN ON ALL OTHER DRAWINGS. VERIFY ALL DIMENSIONS AND REPORT ANY
DISCREPANCIES TO THE CONTRACTING OFFICER'S REPRESENTATIVE PRIOR TO
COMMENCING WITH WORK.
SHEET NOTES:
1. SEE DWGS S-001 & S-002 FOR GENERAL NOTES, LEGEND AND ABBREVIATIONS.
2. SEE DWGS S-011 THRU S-016 FOR TYPICAL DETAILS.
3. MASONRY LINTEL AND JAMB REINF SHOWN ON S-013 FOR NEW CONSTRUCTION
AND S-016 FOR EXISTING CONSTRUCTION.
4. MASONRY DIMENSIONS ARE NOMINAL. GENERAL CONTRACTOR COORDINATE
ACTUAL DIMENSIONS WITH FINAL COURSING LAYOUT. GENERAL CONTRACTOR
COORDINATE ALL WALL OPENING DIMENSIONS PER ARCHITECTURAL AND
MECHANICAL DRAWINGS.
SCALE: 1/8" = 1'-0"H1
ELEVATION
A 05/23/19 SH JS TYPE B-1 SUBMITTAL
B 08/01/19 SH JD TYPE B-2 SUBMITTAL
REMOVE PLYWOOD
& METAL FASCIA
JOIST PER PLAN
DECK PER PLAN
CUT EXIST ROOF TO ALLOW
LAP OF NEW ROOF DECK.
PATCH DECK OVER &
INSTALL NEW ROOF
BEAM PER PLAN
3/8" PL x 6" x 1'-0" w/ (2) 1/2" DIA
ADHESIVE ANCHORS (BASIS OF
DESIGN HILTI KH-EZ ANCHORS,
EMBED = 4-1/4")
E Q
E Q
1 1/2" TYP
6"
GRID
REMOVE EXIST VENEER
AT BEAM CONN
JOIST PER PLAN
DECK PER PLAN
BEAM PER PLAN
800S162-43 MIN
@ 16" OC
VERT SLIP CONN
PER STUD MFR
COLUMN PER PLAN
3/8" CONT BENT PL
3/16
3/16
1' - 7 1/2"
1"
6"
GRID
JOIST PER PLAN
DECK PER PLAN
BEAM PER PLAN
800S162-43 MIN
@ 16" OC
VERT SLIP CONN
PER STUD MFR
3/8" CONT BENT PL
3/16
3/16
1' - 7 1/2"
1"
6"
LATERAL CLIP CONN
PER STUD MFR
L4X4X1/4 KICKERS @
EACH JOIST W/ 3/16"
FILLET WELD EACH END
GRID
JOIST PER PLAN
DECK PER PLAN
SLOPING CONCRETE
BOND BEAM
MASONRY WALL AND
REINF PER PLAN
MASONRY VENEER
RE: ARCH
3/8" CONT EMBED PLATE
w/ 1/2" DIA x 6" HEADED
STUDS @ 24" OC
9"3/8" CONT BENT PL
3/16 3-12
1' - 7 1/2"
1' - 0"
REMOVE PLYWOOD
& METAL FASCIA
JOIST PER PLAN
DECK PER PLAN
CUT EXIST ROOF TO ALLOW
LAP OF NEW ROOF DECK.
PATCH DECK OVER &
INSTALL NEW ROOF
6"
L4X4X3/8 CONT w/ 1/2" DIA EPOXY
ANCHORS @ 24" OC (BASIS OF
DESIGN: HILTI HIT-HY 270 ADHESIVE
ANCHORS W/ 1/2" DIA THREADED ROD
IN HOLLOW CMU, EMBED = 2")
GRID
MASONRY WALL AND
REINF PER PLAN
MASONRY VENEER
RE: ARCH
3/8" PL x 6" x 0'-9" w/ (2) 1/2" DIA x 6" HEADED STUDS
E Q
E Q
TYP
1 1/2"
INFILL CONCRETE BLOCK
BETWEEN JOISTS
JOIST PER PLAN
DECK PER PLAN1' - 7 1/2"
3/8" CONT
BENT PL
1' - 0"
3/16
3/16
JOIST PER PLAN
DECK PER PLAN
SLOPING CONCRETE
BOND BEAM
MASONRY WALL AND
REINF PER PLAN
MASONRY VENEER
RE: ARCH
3/8" CONT EMBED PLATE
w/ 1/2" DIA x 6" HEADED
STUDS @ 24" OC
5"3/8" CONT BENT PL
3/16 3-12
1 1/4"
1' - 3 1/2"
1' - 0"
GRID
IJ
1/2"
EXIST 12" MASONRY
GROUTED @ 32" OC
SLAB AND DECK
PER PLAN
BEAM PER PLAN
CHANNEL BEYOND PER PLAN
LINTEL PER MASONRY ELEVATION
OPENING RE: ARCH
B/STEEL
EL 108'-8"
BRG
1' - 4"
CHANNEL PER PLAN
SLAB AND DECK
PER PLAN
BEAM PER PLAN
1/2" DIA ANCHORS
@ 32" OC MAX PER
C11/S-311
LINTEL PER MASONRY
WALL ELEVATIONS3"
MIN
8"8"
MUST INCLUDE ANCHORS BETWEEN
BEAM AND LINTEL PER C11/S-311. IF
AN EXISTING GROUTED CELL DOES
NOT OCCUR, INSTALL (4) 1/2" DIA
ADHESIVE ANCHORS WITH SCREEN
TUBES, AS SHOWN. (BASIS OF DESIGN
HILTI HIT-HY 270 ADHESIVE WITH HIT-
SC SCREENS, EMBED = 2").
I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the state of Minnesota.
JASON DRAPER, PE
DATE: 10/20/20 LIC. NO. 52103
date detailed checkeddesigned ofsheet sheets project contract rev.drawing file
no. date descriptionby ckd
1 1312111098765432
I
H
G
F
E
D
C
B
A
B222 RENOVATION AND ADAL
xxx
US NATIONAL GUARD BUREAU
MN ANG, 148TH FIGHTER WING
DULUTH, MINNESOTA
8201 NORMAN CENTER DR.
BLOOMINGTON, MN 55437
763-277-4676
102554
D
102554_S_CENTRAL
S-321
ROOF FRAMING SECTIONS 1 OF 3
01/03/20
S. HUNTING J. DRAPER
J. BRICE
SCALE: 3/4" = 1'-0"F4
SECTION
SCALE: 3/4" = 1'-0"C1
SECTION
SCALE: 3/4" = 1'-0"C4
SECTION
SCALE: 3/4" = 1'-0"C7
SECTION
SCALE: 3/4" = 1'-0"F8
SECTION
SCALE: 3/4" = 1'-0"F1
SECTION
0 1' 2' 3'
0 1' 2' 3'
0 1' 2' 3' 0 1' 2' 3'
0 1' 2' 3' 0 1' 2' 3'
SCALE: 3/4" = 1'-0"H1
SECTION
0 1' 2' 3' SCALE: 3/4" = 1'-0"H4
SECTION
0 1' 2' 3'
SCALE: 3/4" = 1'-0"H9
SECTION
0 1' 2' 3'
D
A 05/23/19 SH JS TYPE B-1 SUBMITTAL
B 08/01/19 SH JD TYPE B-2 SUBMITTAL
800S162-43 MIN @ 16" OC
10 1/4"
1' - 2"
MASONRY VENEER
RE: ARCH
600S162-43 MIN @ 16" OC
DECK PER PLAN
3/8" CONT BENT PL
JOIST PER PLAN
BEAM PER PLAN
3/16 3-12
3/16 3-12 1' - 3"
GRID
COLD-FORMED STEEL
TRACK, TYP
D
EL VARIES
RE: ARCH
D
JOIST PER PLAN
BEAM PER PLAN
DECK PER PLAN GRID
JOIST PER PLAN
DECK PER PLAN
REMOVE PLYWOOD &
METAL FASCIA
REMOVE VENEER AT
NEW CONN
EXISTING MASONRY
EXIST JOIST
C12X20 CONT w/ (2) 1/2" DIA ANCHORS
@ 16" OC, IN FULLY GROUTED CELLS
(BASIS OF DESIGN HILTI KH-EZ
ANCHORS, EMBED = 4-1/4")
NOTE: CONTRACTOR SHALL
FIELD VERIFY LOCATION OF
GROUTED CELLS IN EXISTING
MASONRY WALLS PRIOR TO
STEEL FABRICATION.
GRID
MASONRY WALL
AND REINF PER
PLAN
MASONRY VENEER
RE: ARCH
3/8" PL x 5" x 0'-9" w/ (2) 1/2" DIA x 6" HEADED STUDS
E Q
E Q
TYP
1 1/2"
INFILL CONCRETE BLOCK
BETWEEN JOISTS
JOIST PER PLAN
DECK PER PLAN
3/8" CONT
BENT PLATE
1' - 0"
3/16
3/16
1' - 3 1/2"
REMOVE PLYWOOD
& METAL FASCIA
JOIST PER PLAN
DECK PER PLAN
CUT EXIST ROOF TO ALLOW
LAP OF NEW ROOF DECK.
PATCH DECK OVER &
INSTALL NEW ROOF
BEAM PER PLAN
3/8" PL x 6" x 1'-0" w/ (2) 1/2" DIA
ADHESIVE ANCHORS (BASIS OF
DESIGN HILTI KH-EZ ANCHORS,
EMBED = 4-1/4")
6"
3/16
3/16
3' - 3" 1' - 0"
3/16 3-12
3/16 3-12
HSS TO BM
1/2"
1 1/2"
8" 8"
L3X3X1/4 x 1'-7" T&B
MIN
4"
GRID
CONTR COORD
5" (+/-)
EXIST 12" MASONRY
HSS4X4X1/4 X 4'-3"
E Q
E Q
3/16
3/16ANGLE
TO TUBE
L3X3X1/4 x 1'-7" T&B W/ (3) 1/2"
DIA EPOXY ANCHORS AT EACH
ANGLE (BASIS OF DESIGN: HILTI
HIT-HY 270 ADHESIVE ANCHORS
W/ 1/2" DIA THREADED ROD IN
HOLLOW CMU, EMBED = 2")
STEEL BEAM PER PLAN
SEE DETAIL G1/S-322 FOR
ADDITIONAL INFORMATION
ADHESIVE ANCHOR NOTES:
CONTRACTOR COORD WITH EXISTING MASONRY. DESIGN ASSUMES
HOLLOW UNIT W/ SCREEN TUBES (BASIS OF DESIGN HILTI HIT-SC
SCREENS). ANCHORS SHALL NOT BE INSTALLED IN MORTAR JOINTS,
MASONRY FLANGES/WEBS.
GRID
JOIST PER PLAN
DECK PER PLAN
3/8" CONT
BENT PLATE
1' - 3 1/2"
3/16
3/16
COILING
DOOR PER
ARCH
GALV STEEL LINTEL PER PLAN
PROVIDE 16" OF BEARING EACH END
W/ 1/4" PL x 6" x 1'-0" W/ (4) 1/2" DIA x
4" LONG HEADED STUDS IN GROUTED
CELL, SIMILAR TO B9/S-016.
1/2"
3/8" CONT
GALV PL
3/16 3-12
3/16 3-12
GALV L2 1/2 X 1 1/2 X 1/4 CONT
EA SIDE OF HSS
3/16 3-12
3/16 3-12
1' - 0"
3/8" PL x 6" x 1'-0" w/
(2) 1/2" DIA x 6" LONG
HEADED STUDS
E Q
E Q
1 1/2" TYP
3/16
3/16
BEAM PER PLAN
JOIST PER PLAN
SLOPING CONCRETE
BOND BEAM
MASONRY WALL AND
REINF PER PLAN
MASONRY VENEER
RE: ARCH
3/8" CONT BENT PL.
SEE DETAIL C7/S-321
FOR EMBED PL
DECK PER PLAN
1' - 7 1/2"
1' - 0"
REMOVE PLYWOOD & METAL FASCIA
JOIST PER PLAN
DECK PER PLAN
CUT EXIST ROOF TO ALLOW
LAP OF NEW ROOF DECK.
PATCH DECK OVER &
INSTALL NEW ROOF
MASONRY BOND BEAM
@ 4'-0" OC MAX
#4 x 2'-0" DRILL AND EPOXY INTO
EXIST MASONRY @ 4'-0" OC MAX
(BASIS OF DESIGN: HILTI HIT-HY
270 ADHESIVE IN HOLLOW CMU,
EMBED = 2"). ALIGN DOWELS
WITH MASONRY BOND BEAMS
GRID
I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the state of Minnesota.
JASON DRAPER, PE
DATE: 10/20/20 LIC. NO. 52103
date detailed checkeddesigned ofsheet sheets project contract rev.drawing file
no. date descriptionby ckd
1 1312111098765432
I
H
G
F
E
D
C
B
A
B222 RENOVATION AND ADAL
xxx
US NATIONAL GUARD BUREAU
MN ANG, 148TH FIGHTER WING
DULUTH, MINNESOTA
8201 NORMAN CENTER DR.
BLOOMINGTON, MN 55437
763-277-4676
102554
D
102554_S_CENTRAL
S-322
ROOF FRAMING SECTIONS 2 OF 3
01/03/20
S. HUNTING J. DRAPER
J. BRICE
SCALE: 3/4" = 1'-0"C8
SECTION
SCALE: 3/4" = 1'-0"C12
SECTION
SCALE: 3/4" = 1'-0"C1
SECTION
0 1' 2' 3' SCALE: 3/4" = 1'-0"C4
SECTION
0 1' 2' 3' 0 1' 2' 3' 0 1' 2' 3'
SCALE: 3/4" = 1'-0"G1
SECTION
SCALE: 3/4" = 1'-0"G4
SECTION
0 1' 2' 3' 0 1' 2' 3' SCALE: 3/4" = 1'-0"G8
SECTION
0 1' 2' 3'
SCALE: 3/4" = 1'-0"H1
SECTION
0 1' 2' 3' SCALE: 3/4" = 1'-0"H4
SECTION
0 1' 2' 3'
A 05/23/19 SH JS TYPE B-1 SUBMITTAL
B 08/01/19 SH JD TYPE B-2 SUBMITTAL
SLOPING
CONCRETE BOND
BEAM PER S-013
8' - 8"
EXIST DECK
NEW END WEB MEMBERS, (2)
5/8" DIA RODS, ONE EACH SIDE
NEW END WEB MEMBERS, (2)
5/8" DIA RODS, ONE EACH SIDE
CUT EXIST WEB 2" ABOVE
BOTTOM CHORD
NEW BEARING ANGLES (2) L2X2X1/4
x 0'-6", (1) EACH SIDE OF JOIST TOP CHORD, w/ 4" BEARING MIN.
3/16 1
3/16 1 TYP @
ROD
3/16 1
3/16 1TYP @
SEAT
CONTRACTOR TO DEMO CENTER
PORTION OF EXISTING JOIST AT
NEW ELEVATOR SHAFT
NEW ELEV HOIST
BEAM, COORDINATE
WITH ELEV MFR
DECK PER PLAN
BEAM PER PLAN
3' - 6" 2' - 7"
4' - 4"4' - 4"3/8" CONT EMBED PLATE
w/ 1/2" DIA x 6" HEADED
STUDS @ 24" OC
6 1/2"
3/16
3/16
TYP
NEW BEARING ANGLES (2) L2X2X1/4
x 0'-6", (1) EACH SIDE OF JOIST TOP CHORD, w/ 4" BEARING MIN.
HSS2-1/2X2-1/2X3/16 CONT,
TYP AT NEW DECK BEARING
3/16 3-12
3/16 3-12
HSS TO PL
C
L R
M
INW6X16 HOIST BEAM
REMOVE EXISTING
BAR JOIST WITHIN
ELEV SHAFT
EXIST JOIST
T/CONC EL 110'-3"
F4
S-323
M
IN
C L R
EXIST DECK
F4
S-323 OPP
SLOPED CONCRETE BEAM PER
S-013 TYPICAL DETAILS
8" MASONRY WALL
EXIST JOIST. CONTRACTOR
COORDINATE ELEV WALL
PLACEMENT WITH EXIST
ROOF FRAMING, NOTIFY
CONTRACTING OFFICER'S
REPRESENTATIVE IF
CONFLICT OCCURS
CUT EXIST ROOF TO ALLOW
LAP OF NEW ROOF DECK.
PATCH DECK OVER &
INSTALL NEW ROOF
3/8" CONT EMBED PLATE w/ 1/2" DIA x 6" HEADED STUDS @ 24" OC
PL 3/8X9X1'-0" (GR 50) W/ (4)
1/2" DIA SCREW ANCHORS
1 1/2" 9"
1 1/2"
/2
PL 3/8X4X0'-4"
3/16
3-SIDES
3/16
3/16
TYPICAL CONN AT W6 BEAMS
(BASIS OF DESIGN HILTI KWIK HUS
EZ ANCHORS, 1/2" DIA X 4")
M
IN
DECK PER PLAN
6' - 0" CANOPY
5"
GALV PL
5/8X12X1'-0"
(GR 50) W/ (4) 3/4"
DIA THREADED
RODS W/ ADHESIVE
1/4" CONT GALV
BENT PL X 0'-6"
TOS EL 116'-6"
MASONRY VENEER
RE: ARCH
MASONRY WALL AND
REINF PER PLAN
3/16
SEE SECTION H6 / S-323
GALV L3X3X1/4
GALV CHANNEL
PER PLAN
3/16
3/16 3/16 2-12
3/16 2-12
FULLY GROUT CMU AT CANOPY
CONNECTIONS
1' - 0"
3/16
3/16
TYP
1 1/2" DIA A307 SMOOTH ROD W/
THREADED ENDS. ATTACH W/ 3/4"
DIA A325 BOLT W/ HEAVY DUTY HEX
HEAD (3 LOCATIONS, 4FT OC MAX)
#3 1/2" CLEVIS
EA END
DECK PER PLAN
5"
5/8" GALV PL
MASONRY WALL AND
REINF PER PLAN
MASONRY VENEER
RE: ARCH
GALV CHANNEL
PER PLAN
3/16
3/16
GALV CHANNEL
PER PLAN
GALV PL 5/8X12X1'-0" (GR 50) W/
(4) 3/4" DIA THREADED RODS
W/ ADHESIVE
3/16
3"
T Y
P
/2
TYP
1 1/2"
9"
3/16
1/4" CONT GALV BENT PL X 0'-6"
4"
GALV PL 5/8X12X1'-0" (GR 50) W/
(4) 3/4" DIA THREADED RODS
W/ ADHESIVE
TYPICAL CONN AT
CANOPY (BASIS OF
DESIGN HILTI HIT-
HY 270 ADHESIVE,
EMBED = 6 3/4")
6' - 0" CANOPY
TOS EL 116'-6"
.0
1' - 2"
5/8" GALV PL
FULLY GROUT CMU AT
CANOPY CONNECTIONS
C L R
L6X4X3/8 CONT w/ 1/2" DIA
SCREW ANCHORS @ 24" OC.
(BASIS OF DESIGN HILTI KH-EZ)
INSTALL ANCHORS IN VERTICAL
LONG SLOTTED HOLES
SLOPED CONCRETE BEAM PER
S-013 TYPICAL DETAILS
8" MASONRY WALL
EXIST DECK
SCREW ANGLE TO
DECK @ 24" OC
EXIST JOIST. CONTRACTOR
COORDINATE MASONRY
WALL PLACEMENT WITH
EXIST ROOF FRAMING,
NOTIFY CONTRACTING
OFFICER'S REPRESENTATIVE
IF CONFLICT OCCURS
NOTE:
PROVIDE SUPPORT AT THE TOP OF ALL NEW MASONRY
WALLS TO THE UNDERSIDE OF EXISTING DECK, UNO
I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the state of Minnesota.
JASON DRAPER, PE
DATE: 10/20/20 LIC. NO. 52103
date detailed checkeddesigned ofsheet sheets project contract rev.drawing file
no. date descriptionby ckd
1 1312111098765432
I
H
G
F
E
D
C
B
A
B222 RENOVATION AND ADAL
xxx
US NATIONAL GUARD BUREAU
MN ANG, 148TH FIGHTER WING
DULUTH, MINNESOTA
8201 NORMAN CENTER DR.
BLOOMINGTON, MN 55437
763-277-4676
102554
D
102554_S_CENTRAL
S-323
ROOF FRAMING SECTIONS 3 OF 3
01/03/20
S. HUNTING J. DRAPER
J. BRICE
SCALE: 3/4" = 1'-0"A1
SECTION
0 1' 2' 3'
SCALE: 1/4" = 1'-0"F1
SECTION
0 2' 4' 8'
SCALE: 3/4" = 1'-0"F4
SECTION
0 1' 2' 3'
SCALE: 1" = 1'-0"H1
SECTION
SCALE: 1" = 1'-0"H6
SECTION
0 1/2' 1' 2'0 1/2' 1' 2'
SCALE: 3/4" = 1'-0"F8
SECTION
0 1' 2' 3'
D
A 05/23/19 SH JS TYPE B-1 SUBMITTAL
B 08/01/19 SH JD TYPE B-2 SUBMITTAL
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