Addendum 1 Structural Drawings.pdf

LOOSE LINTEL SCHEDULE

MAXIMUM OPENING

≤ 4' - 0"

1. PROVIDE 8" MINIMUM BEARING EACH END, UNLESS NOTED OTHERWISE.

2. LINTEL SIZES SHALL BE USED FOR ALL MASONRY OPENINGS IN EXTERIOR

BRICK VENEER OTHERWISE SHOWN OR NOTED.

3. PROVIDE CLOSURE PLATES BETWEEN LOOSE LINTEL AND WALL AS PER

ARCH DWGS.

ADDITIONAL REMARKS:

SIZE OF ANGLES PER 4" MASONRY

GALV 5"x3 1/2"x1/4" (LLV)

GALV 6"x4"x5/16" (LLV)≤ 5' - 6"

GALV 7"x4"x3/8" (LLV)≤ 7' - 6"

MARK

VERTICAL MEMBERS

EA SIDE OF OPENING

1. PROVIDE UN-PUNCHED MATERIAL FOR HEADER BEAMS.

2. SEE TYPICAL METAL STUD HEADER DETAIL ON THIS SHEET FOR HEADER TO STUD CONNECTION.

3. BRICK LINTEL ANGLES SHALL BEAR 8" (MIN) ON EACH SIDE OF OPENING (SEE LOOSE LINTEL SCHEDULE FOR STEEL ANGLE SIZES).

4. OMIT STUDS OF HORIZONTAL HEADER BEAM AT BOTTOM OF OPENING FOR DOOR LOCATIONS.

5. OMIT STEEL ANGLE LINTEL AT WALL LOCATIONS WITHOUT BRICK VENEER, SEE PLAN & ARCH DWGS.

ADDITIONAL REMARKS:

HORIZONTAL LINTEL

BOTTOM OF OPENING REMARKS

METAL STUD HEADER SCHEDULE

L1 -

STUDS TRACKS

HORIZONTAL LINTEL

BOTTOM OF OPENING

STUDS TRACKS

(1) 600T125-54 (2) 600S162-54 (2) 600T125-54 (2) 600S162-54 SEE LINTEL SECTION L1

L2 - (1) 600T125-54 (2) 600S162-54 (2) 600T125-54 (3) 600S162-54 SEE LINTEL SECTION L1

L3 - - (2) 600S162-54 SEE LINTEL SECTION L1- -

MTL STUD LINTEL DIAGRAM

L1

METAL STUD WALL

TRACKS, SEE

HEADER SCHEDULE

STUDS, SEE

LINTEL SCHEDULE

NOTE:

FASTEN STUDS TO TRACKS W/

(2) #12 SELF-DRILLING

SCREWS @ 12" OC.

STL ANGLE, SEE LOOSE

HEADER SCHEDULE

VENEER, SEE

ARCH DWGS

NOTE:

ATTACH SHTHG TO BLKG AS

PER EDGE ATTACHMENT

REQUIREMENTS

(1) #10 SELF DRILLING SCREW AT

EA FLG OF EA STUD

NO STUD DEPTH RESTRICTION

FOR STRAP BRACING OPTION

ATTACH WITH (2) #10

SDS EACH SIDE

TAUT FLAT

20 GAx2 STRAPS

ATTACH WITH (6) #10 SDS

EACH SIDE

TRACK PIECE TO

MATCH WALL STUD

WIDTH, CLIP FLANGE

AND BEND UP,

PROVIDE BLOCKING

EVERY 10'-0" MAX

DOOR JAMB

EXTERIOR WINDOW JAMB

JAMB STUDS

JAMB STUDS

OPENING

OPENING

6"

SIMPSON FCB43.5 W/ (4) #12 TEK

SCREWS TO STUD & (2) 3/16"⌀

HILTI KWIK CONN II+ SCREW

ANCHORS OR APPROVED EQUAL

(1 3/4" EMBED)

SIMPSON FCB43.5 W/ (4) #12 TEK

SCREWS TO STUD & (2) 3/16"⌀

HILTI KWIK CONN II+ SCREW

ANCHORS OR APPROVED EQUAL

(1 3/4" EMBED)

LOCATION NUMBER OF FASTENERS REQUIRED

TYPICAL FRAMING (2) 0.157"Ø PAF @ 16" OC

JAMBS (4) 0.157"Ø PAFS PER JAMB STUD

NOTES:

1. 1 1/4" EMBED REQUIRED FOR ALL PAFs

2. FOR JAMBS SEE:

S-602

C4

/B2 S-602

(4) #10 SCREWS

12" LONG SPLICE

150U50-54

ATTACH EACH

STRAP PER

BRIDGING DETAIL

TRACK PIECE PER

BRIDGING DETAIL, T&B

TAUT FLAT STRAPS

ATTACHMENT

PER BRIDGING

DETAIL

TYPICAL 'U' BRIDGING SPLICE

TYPICAL FLAT STRAP SPLICE

1/ 2"

M A

X

TRACK SEGMENT x 1'-0", MATCH STUD SIZE AND

GAGE, CENTER TRACK

ON PUNCHOUT

(4) #10 SDS TYPICAL

EQ

NOTE:

• REINFORCING REQUIRED WHEN PUNCHOUT LOCATION

SPECIFIED IN OTHER DETAILS CANNOT BE ACHIEVED

EQ

HEADER TRACKS

ATTACH TO HEADER

MEMBER WITH (2) #10

SCREWS @ 12" OC

HEADER, SEE

SCHEDULE

HEADER MEMBERS

ATTACH TO TRACK

WITH #10 SCREWS

@ 12" OC EACH SIDE

600T125-54x0'-6", ATTACH

TO JAMB STUD WITH (10)

#10 SCREWS AND (10) #10

SCREWS TO HEADER

L2X2X12GAXSTUD

DEPTH WITH (4)

SCREWS TO JAMB

AND (4) SCREWS TO

HEADER

JAMB STUDS,

SEE SCHEDULE

L2X2X12GAXSTUD DEPTH

WITH (4) SCREWS TO

JAMB AND (4) SCREWS

TO HEADER

STUD SEGMENT TO MATCH

JAMB STUDx0'-6", ATTACH

TO JAMB STUD WITH (6) #10

SCREWS, (3) T&B

SILL TRACK ATTACH TO

TRACK SEGEMENT WITH

(1) #10 SDS EA SIDE

JAMB STUDS,

SEE SCHEDULE

#10 SCREWS EA SIDE, TYP

1/8" MAX GAP BETWEEN

STUD AND TRACK, TYP

(8) #10 SCREWS

12" LG STUD TO MATCH

TRACK SIZE AND GAGE

NOTES:

• AT BOTTOM TRACK, SPLICE CENTERED BETWEEN STUDS, STUD SECTION NOT REQUIRED.

• AT TOP DEFLECTION TRACK, SPLICE CENTERED BETWEEN STUDS, STUD SECTION NOT REQUIRED.

• AT TOP TRACK OF BYPASS WALL, SPLCE CENTERED ON STUDS OR SPLICE CENTERED BETWEEN STUD WITH

STUD SECTION AS SHOWN.

OPTION 1 - CLIP ANGLE ATTACHMENT

L1 1/2x1 1/2x16 GA FASTENED TO STUD WITH(2) # 10 SDS, ANGLE LENGTH = d - 1/2", LOCATE

SCREWS 3/4" FROM EACH END OF CLIP ANGLE

CONTINUOUS

150U50-54

(2) #10 SDS TO

ATTACH BRIDGING

TO CLIP ANGLE

150U50-54

OPTION 2 - DIRECT WELD ATTACHMENT OPTION 3 - FLAT STRAPS AND BLOCKING

NO STUD DEPTH RESTRICTION

FOR STRAP BRACING OPTION

d (8" MAX)

6" MAX FOR THIS

OPTION

NOTES:

• FOR ALL OPTIONS, PROVIDE BRIDGING AT MID-POINT MAX VERTICALLY

• BRIDGING NOT REQUIRED FOR WALLS SHEATHED BOTH SIDES

• AT SPLICES SEE

1/8 1/2

STUD WEB AT

CHANNEL

ATTACH WITH (2) #10

SDS EACH SIDE

TAUT FLAT

20 GAx2 STRAPS

ATTACH WITH (6) #10 SDS

EACH SIDE

TRACK PIECE TO

MATCH WALL STUD

WIDTH, CLIP FLANGE

AND BEND UP,

PROVIDE BLOCKING

EVERY 10'-0" MAX

WIDTH

OPENING

OPENING WIDTH

AT CONCRETE

TYPICAL AT HEAD

TYPICAL AT TOP &

BOTTOM TRACK

TYPICAL

BRIDGING

TYPICAL AT SILL

SEE FOR TYPICAL PUNCHOUT REINFORCING

S-602

C1

S-602

E1

S-602

C2

S-602

C4

S-602

B2

/B8 S-602

SITE RETAINING WALL SCHEDULE

H≤4'

3' - 0"

ADDITIONAL REMARKS:

1. DOWELS TO MATCH VERT REBAR.

2. AT CONTRACTOR'S OPTION, EXTEND DOWEL TO TOP OF

WALL AND OMIT (a) REINFORCING.

L

4'<H≤6'

6' - 0"

T

S

D

(a) REINF

(b) REINF

(c) REINF

(d) REINF

(e) REINF

DOWELS

1 (MIN)

1' - 0"

8"

12"

#5 @ 16"

1' - 0"

8"

12"

#5 @ 16"

#5 @ 12" #5 @ 8"

#5 @ 12" #5 @ 12"

(1) (1)

20"(2) 20"(2)

8" 8"

D

GRANULAR BACKFILL

SEE GENERAL NOTES

FOR ADDL INFO

CLR

2"

DOWELS

C

LR2"

C

LR3"

(e) REINF

GRADE OR PAVING

SEE ALL CIVIL DWGS

M A

X

M

IN

CLR

2"

M A

X

NOTE: PROVIDE GREENSTREAK

HYDROTITE WATERSTOP OR

APPROVRD EQUAL AT STORM

WATER AND PUMP HOUSE

RETAINING WALLS

CLR

2"

GRANULAR SUBGRADE

MATERIAL

1'

0"

(d) REINF

(c) REINF

PERIMETER DRAIN, SEE CIVIL DWGS (CU100)

WHERE DRAIN DOES NOT TIE INTO STORM

DAYLIGHT THRU WALL AT 30' OC MAX

H

MIN

1' - 0"

FILTER FABRIC

NOTE: SEE CIVIL DWGS

(CG100) FOR LOCATIONS

OF RETAINING WALLS &

ELEVATIONS FOR H

VALUES

CLR

2"

NOTE: PROVIDE

CONTROL JOINT

@ 24' OC MAX

'b' REINF EQUALLY

SPACED

#5 @ 12" OC

EA FACE

TOW

SEE CIVIL DWGS (CG100)

'a' REINF - LAP W/

DOWELS

NOTE: GEOTECHNICAL OBSERVATION OF

SITE MATERIALS TO BE PERFORMED BY

INSPECTION AGENCY PRIOR TO

CONSTRUCTIOIN

T S

PE-5261

MICHAEL D.

ALBERTSON

R E

G

IS

T E

R

ED E

NG

I N

E E

R

PROFESS I ONAL

N O

R T H

D A KO TA

DATE

SUMMIT FIRE CONSULTING

575 MINNEHAHA AVE WEST

ST. PAUL, MINNESOTA 55103

(612) 387-7050

CALIBRE

9090 S RIDGELINE BLVD, SUITE 105

HIGHLANDS RANCH COLORADO 80129

PHONE (303) 730-0434

ALBERTSON ENGINEERING, INC.

315 NORTH MAIN AVENUE, SUITE 200

SIOUX FALLS, SOUTH DAKOTA 57104

PH: (605) 343-9606

FOURFRONT DESIGN, INC.

517 7TH STREET

RAPID CITY, SOUTH DAKOTA

57701

PH: (605) 342-9470

FAX: (605) 342-2377

WWW.FOURFRONTDESIGN.COMFOURFRONT

D E S I G N I N C.

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved: Project Director

ARCHITECTCONSULTANTS:

DateRevisions:

VA FORM 08-6231

o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e in c h o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t th re e in c h e s o n e fo o t

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9 of

11-16-21

/6

/2

:0

:3

A

M

CONSTRUCTION DOCUMENTS

11/16/2021

METAL STUD DETAILS / SCHEDULES

S-602

EXPAND BLDG. 1 FOR

PRIMARY CARE

JABAJH

2101 ELM STREET

FARGO, ND 58102FARGO VAHCS

437-315

64 128

SCALE: 3/4" = 1'-0"S-602

B1 TYP MTL STUD BLKG & STRAPPING

SCALE: 1 1/2" = 1'-0"S-602

B2 TYP MTL STUD BOT TRACK TO CONC AT JAMBS

SCALE: 1 1/2" = 1'-0"S-602

B4 TYP MTL STUD BOTTOM TRACK TO CONC

SCALE: 3" = 1'-0"S-602

B6 TYP MTL STUD BRIDGING SPLICE

SCALE: 3/4" = 1'-0"S-602

B8 TYP MTL STUD PUNCHOUT REINFORCING

SCALE: 1 1/2" = 1'-0"S-602

C1 TYP MTL STUD HEADER

SCALE: 1 1/2" = 1'-0"S-602

C2 TYP MTL STUD SILL FRAMING

SCALE: 1 1/2" = 1'-0"S-602

C4 TYP MTL STUD TO TRACK

SCALE: 1 1/2" = 1'-0"S-602

C6 TYP MTL STUD TRACK SPLICE

SCALE: 1" = 1'-0"S-602

E1 TYP MTL STUD WALL BRIDGING

SCALE: 3/8" = 1'-0"S-602

C8 TYP MTL STUD WALLL FRAMING

SCALE: 3/4" = 1'-0"S-602

F8 TYP SITE RETAINING WALL & SCHEDULE

# Revision Number Associated with Clouded Area:

1 ADDENDUM #1 01/04/23

N

AREA OF WORK

FOUNDATION & FLOOR SLAB PLAN NOTES

• SEE SHEET SERIES S-001 FOR STRUCTURAL NOTES.

• VERIFY ALL DIMENSIONS & ELEVATIONS WITH ARCHITECTURAL DRAWINGS AND EXISTING CONDITIONS BEFORE CONSTRUCTION

COMMENCES.

• ELEVATIONS ON THE STRUCTURAL DRAWINGS REFER TO THE TOP OF CONCRETE REFERENCE ELEVATION SET AT 88' - 0" (EXISTING FLOOR)

= CIVIL ELEVATION 892.1'.

• CONTRACTOR TO TAKE CARE AS TO NOT UNDERCUT EXISTING BUILDING SLAB AND FOUNDATIONS DURING CONDTRUCTION. CONTRACTOR TO PROVIDE SHORING AS NEEDED BASE UPON THE MEANS AND METHODS OF CONSTRUCTION USED.

• CAST-IN-PLACE GRADE BEAM REINFORCING SHALL BE CONTINUOUS AROUND CORNERS.

• SEE SHEET SERIES S-601 FOR CONCRETE PIER SCHEDULE.

• CONCRETE SLAB-ON-GRADE SHALL BE 4" THICK WITH #4 REBAR @ 24" OC EACH WAY CENTERED IN THE SLAB, UNLESS NOTED OTHERWISE. (INCLUDING 1 1/2 LBS/CU YD OF FIBER MESH OR AS SUGGESTED BY MANUFACTURER, WHICHEVER IS GREATER)

• CONCRETE SLAB-ON-GRADE CONTROL JOINTS SHALL BE TOOLED OR SAWCUT. THE JOINT PATTERN SHALL BE APPROXIMATELY AS

SHOWN.

• FOR TYPICAL SLAB JOINTS, SEE SHEET SERIES S-601.

• MAXIMUM DIMENSION SHALL BE 80' - 0" BETWEEN CAST-IN-PLACE CONCRETE POURS (CONSTRUCTION JOINTS), SEE SHEET SERIES S-601

FOR TYPICAL SLAB JOINTS.

• PROVIDE #4 x36" DOWELS @ 24" OC ALONG ALL SLAB CONSTRUCTION JOINTS.

• PROVIDE (2) #4 x60" REINFORCING BARS IN SLAB-ON-GRADE AT ALL SLAB RE-ENTRANT CORNERS.

• SEE ARCHITECTURAL & MECHANICAL DRAWINGS FOR SLOPES, DROPS, AND DRAIN LOCATIONS IN FLOOR SLAB.

• SEE MECHANICAL DRAWINGS FOR REQUIRMENTS RELATED TO ISOLATION OF NOISE AND VIBRATION FOR ALL MECHANICAL WORK.

• SEE MECHANICAL DRAWINGS FOR SIZE AND LOCATION OR MECHANICAL EQUIPMENT PADS.

• CENTER STOOPS ON OPENINGS UNLESS DIMENSIONED OTHERWISE. SEE ARCHITECTURAL DRAWINGS FOR LOCATION OF DOOR OPENINGS.

• BACKFILL & COMPACT BOTH SIDES OF GRADE BEAMS SIMULTANEOUSLY.

• SEE CIVIL DRAWINGS FOR EXTERIOR GRADING.

• SEE ARCHITECTURAL DRAWINGS FOR ALL RIGID INSULATION REQUIREMENTS.

• TYPICAL EXTERIOR STUD WALLS SHALL BE 6"-18 GAUGE METAL STUDS (600S162-54) @ 16" OC UNLESS OTHERWISE NOTED OR DETAILED.

SEE SHEET S-602 FOR HEADER SCHEDULE AND FRAMING DETAILS.

• EXTERIOR WALLS SHALL BE SHEATHED WITH 7/16" APA 24/0 SPAN RATED SHEATHING PER ARCHITECTURAL DRAWINGS. ATTACH WITH #8

SELF TAPPING FLAT HEAD SCREWS @ 12" OC, UNLESS OTHERWISE NOTED.

• FOR TYPICAL FOUNDATION RELATED DETAILS SEE SHEET SERIES S-601, INCLUDING BUT NOT LIMITED TO TYPICAL COLUMN ISOLATION

DETAIL, TYPICAL PIPE CROSSING DETAIL, AND TYPICAL EQUIPMENT PAD DETAILS.

• ALL BELOW GRADE STEEL CONNECTIONS SHALL BE COATED WITH MASTIC.

• HELICAL CAP SIZES & REINFORCING SHOWN ARE APPROXIMATE ONLY & TO HELP GUIDE HELICAL PIER SUBCONTRACTOR AS TO THE

GENERAL EXPECTATIONS OF THEIR RESULTING DESIGN.

• ACTUAL PILE CAP SIZE, REINFORCING, CONNECTION TO PILES, AND HELICAL PIER DESIGN ARE TO BE DETERMINED BY THE PROFESSIONAL ENGINEER RESPONSIBLE FOR DESIGN UNDER CONTROL OF HELICAL PIER SUBCONTRACTOR. DESIGN & CALCULATIONS TO BE SUBMITTED TO ALBERTSON ENGINEERING, INC. FOR APPROVAL PRIOR TO CONSTRUCTION. NO CONSTRUCTION CAN PROCEED WITH ANY HELICAL PIER ITEM PRIOR TO THE APPROVAL OF ALL SHOP DRAWINGS RELATED TO HELICAL PIER CONSTRUCTION. COORDINATE LOCATION AROUND

EXISTING UTILITIES. SEE CIVIL AND MECHANICAL DRAWINGS.

• PRIOR TO DRILLING HELICAL PIER, EXISTING UNDERGROUND PIPING SHALL BE LOCATED BY CONTRACTOR. HELICAL PIER LOCATION SHALL BE ADJUSTED AS REQUIRED SO EXISTING PIPING TO REMAIN IS UNDAMAGED DURING CONSTRUCTION. SEE MECHANICAL DRAWINGS FOR

ADDITIONAL INFORMATION.

• SEE SHEET S-602 FOR METAL STUD WALL REQUIREMENTS.

• SEE SHEET S-601 FOR CMU WALL REQUIREMENTS.

A e12 e12 eA eB eD eF

1' - 2" 19' - 3" 19' - 4" 19' - 4" 19' - 4" 9' - 8" 19' - 4" 19' - 4" 19' - 4" 19' - 6" 1' - 2" eG

CL OF (E) CAISSONS

19' - 5" 29' - 0" 29' - 0" 29' - 0" 29' - 2"

CL OF (E) CAISSONS

29' - 2"

- F

.V

1'

2" e11 e11

C L

O F

(E ) C

A

IS

S O

N S eI eK eM eO eQ

13' - 1" 6' - 2" 3' - 2" 12' - 11" 3' - 3" 3' - 2" 16' - 2" 3' - 1" 6' - 7" 6' - 4" 6' - 5" 6' - 7" 12' - 9" 6' - 7" 3' - 4" 16' - 0" 6' - 5" 13' - 1"

15' - 9" 19' - 4" 15' - 9" 23' - 1" +/- F.V.

13 13

14 14

18 18

A B C D

NOTE:

NOT ALL (E) FOUNDATION

ELEMENTS ARE SHOWN

3'

1'

91' - 0" 13' - 4"1' - 10"

87' - 4" 1' - 10" 11' - 6"

1' - 10"

38' - 2"

FO (E) GB / VENEER

FO GB / VENEER

FO

G

B

V E

N E

E R

FO

G

B

V E

N E

E R

FO

G

B

V E

N E

E R

FO

G

B

V E

N E

E R

(E) 4" CONC SLAB-ON-GRADE

TOC (E)

87' - 0"

(E) 4" CONC SLAB-ON-GRADE

TOC (E)

88' - 0"

TOC (E)

88' - 0"

W

X17

W

X21

W

X21

W

X15

W

X21

W

X23

W

X90

W

X68

W

X10

W

X61

20' - 7 1/2" 17' - 6 1/2"

30' - 0" 20' - 11" 19' - 2 1/2" 17' - 2 1/2"

22' - 9" 23' - 4" 24' - 0 1/2"

9'

0"

W

X87

W

X65

W

X87

W

X17

W

X68

W

X79

W

X12

W

X12

W

X25

W

X90 W

X90

HSS6X6X1/4

HSS6X

6X

1/4

HSS6X

6X

1/4

" x

E) C

ONC C

OL

" x

E) C

ONC C

OL

" x

E) C

ONC C

OL

" x

E) C

ONC C

OL

4" CONC SLAB-ON-GRADE

W/ #4 @ 24" OC EA WAY

(CENTERED IN THE SLAB)

TOC

88' - 0"

1'

1'

0"

1'

7/ 8"

7'

1/

4" 5'

3/ 8"

- F

.V

1'

1/

2"

4" CONC SLAB-ON-GRADE

W/ #4 @ 24" OC EA WAY

(CENTERED IN THE SLAB)

7 5/8" 8' - 0 3/4"

1'

0"

/8

5/

8"

8'

8"

6"

4' - 0" 1' - 0"

4' - 0" 1' - 0"

SF404

C1

B1

SB501¯¯¯¯¯

(E) BUILDING

x

" C

ONC P

IER

TOP 87

0"

HPC1 T

O H

PC 83

0"

G B

W

/C A

N T

TO

G

B

7'

4"

" x

" C

ONC P

IE

R

TOP 87

0"

HPC2 T

O H

PC 83

0"

G B

TO

G B

8'

0"

2' - 10"

" x

" C

ONC P

IE

R

TOP 87

0"

HPC3 T

O H

PC 81

0"

" x

" C

ONC P

IE

R

TOP 87

0"

HPC4 T

O H

PC 80

0"

" x

" C

ONC P

IE

R

TOP 87

0"

HPC5 T

O H

PC 80

0"

G B

TO

G B

8'

0"

G B

TO

G B

8'

0"

GB 6 TO GB 88' - 0"

" x

" C

ONC P

IE

R

TOP 87

0"

HPC6 T

O H

PC 80

0"

GB5 TO GB 88' - 0"

" x

" C

ONC P

IE

R

TOP 87

0"

HPC10

TO H

PC 82

6"

" x

" C

ONC P

IE

RGB5 TO GB 88' - 0" GB5 TO GB 88' - 0"

" x

" C

ONC P

IE

R

TOP 87

0"

HPC17

TO H

PC 82

6"

HPC19

TO H

PC 82

6"

TOP 87

0"

G B

TO

G B

8'

0"

" x

" C

ONC P

IE

R

TOP 87

0"

HPC18

TO H

PC 82

6"

GB5

TO GB 88' - 0"

" x

" C

ONC P

IE

R

TOP 87

0"

HPC22

TO H

PC 82

6"

HPC9 T

O H

PC 87

0"

HPC13

TO H

PC 87

0"

HPC16

TO H

PC 87

0"

HPC8 T

O H

PC 87

0"

HPC12

TO H

PC 86

6"

HPC15

TO H

PC 87

0"

HPC7 T

O H

PC 87

0"

HPC11

TO H

PC 87

0"

HPC14

TO H

PC 87

0"

8"

" x

" C

ONC P

IE

R

TOP 87

0"

HPC21

TO H

PC 82

6"

G B

TO

G B

8'

0"

GB5 TO GB 88' - 0"

" x

" C

ONC P

IE

R

TOP 87

0"

HPC24

TO H

PC 82

6"

GB5

TO GB 88' - 0"

HPC28 TO HPC 82' - 6"

HPC20

TO H

PC 87

0"

HPC23

TO H

PC 87

0"

0"

32" x 16" CONC PIER

TOP 87' - 0"

HPC30 TO HPC 82' - 6"

HSS6X6X1/4

32" x 16" CONC PIER

TOP 87' - 0"

G B

TO

G B

8'

0"

GB5

TO GB 88' - 0"

GB2

TO GB 88' - 1"

(E ) H

PC, T

YP O

F (4

1' - 11" 14' - 1" 3' - 8"

SF401F3

SF401

F1

SF401 F5

SF401 F7

SF402

B8

HPC26 TO HPC 82' - 6"

B1

SB501¯¯¯¯¯

B1

SB501¯¯¯¯¯

B1

SB501¯¯¯¯¯

B2

SB501¯¯¯¯¯

B2

SB501¯¯¯¯¯

(E) STOOP TO BE

DEMOLISHED

B6

SB501¯¯¯¯¯

B8

SB501¯¯¯¯¯

F2

SB501¯¯¯¯¯

F4

SB501¯¯¯¯¯

F6

SB501¯¯¯¯¯

C1

SB502¯¯¯¯¯

C1

SB502¯¯¯¯¯

SIM

C1

SB502¯¯¯¯¯

C1

SB502¯¯¯¯¯

C2

SB502¯¯¯¯¯

C4

SB502¯¯¯¯¯

C8

SB502¯¯¯¯¯

C6

SB502¯¯¯¯¯

C6

SB502¯¯¯¯¯

F1

SB502¯¯¯¯¯

GB3

60.00°

TO GB 87' - 0"

GB3

60.00°

TO GB 87' - 0"

F1

SB502¯¯¯¯¯

F4

SB502¯¯¯¯¯

B6

SB501¯¯¯¯¯

C1

SB502¯¯¯¯¯

W

X21

W

X21

W

X10

BP6

BP6

BP6

BP1

CONTROL JOINT, TYP

SEE PLAN NOTES

BP2

BP3

BP3

BP1

BP3

BP3

BP3

BP1

BP2

BP7

BP2

BP5

BP5

W / C

A N

T

BP4

BP4

HPC31

TOHPC 83'-6"

HPC31

TOHPC 83'-6"

HPC31

TOHPC 83'-6"

F6

SB502¯¯¯¯¯

(E) TO HPC

83' - 6"

HPC25

TOHPC 82

6"

HPC29 TO HPC 82' - 6"

W1

W1

W2

GB1

TO GB 88' - 0"

G B

TO

G B

8'

0"

HPC27 TO HPC 82' - 6"

G B

TO

G B

8'

0"

W1

7'

3/

8" 8'

8"

BP6

BP2

BP2

BP12

BP11BP10

BP10

3'

5"

BP9

BP8

TOC

87' - 11"

SLOPE IN SLAB FOR

SHOWER, SEE ARCH

DWGS

TOC

88' - 0"

C4

SB502¯¯¯¯¯

F6

SB501¯¯¯¯¯

1/

TY

P

DENOTES STEP IN TOP OF CAST-IN-PLACE CONCRETE WALL

DENOTES CHANGE IN SLAB THICKNESS OR PHASE OF PROJECT

DENOTES STEP / RECESS IN CONCRETE SLAB

DENOTES CONCRETE SLAB CONTROL JOINTS (CAST IN PLACE)

DENOTES CONTINUOUS THICKENED SLAB FOOTING, SEE DETAILS

DENOTES DIRECTION OF SLOPE IN CONCRETE SLAB

DENOTES FLOOR DRAIN IN SLAB, SEE MECH DRAWINGS

DENOTES LATERAL BRACED FRAME, SEE LATERAL BRACE ELEVATIONS AND DETAILS ON SHEET

SERIES S-401 OR S-402

DENOTES COLUMN AND / OR PIER SIZE, SEE PIER SCHEDULE ON SHEET SERIES S-601

DENOTES WALL TYPE, SEE WALL SCHEDULE ON SHEET SERIES S-601

-xx"

SLOPE

xx" xx"

SHTLBx

Wx

TSx xx x

HELICAL PIER CAP SCHEDULE

MARK

1. LOADS GIVEN ARE AT A FACTOR OF 1.0. MUST DESIGN WITH APPROPRIATE LOAD COMBINATIONS PER

IBC 2018.

2. WIND LOADS ARE LATERAL LOADS OCCURING PARALLEL TO THE BRACE FRAME OR GRADE BEAM AND

ARE REVERSIBLE IN DIRECTION.

3. LOADS IN PERENTHESIS ARE PART OF THE TOTAL LOAD OCCURING AT THE GRADE BEAM

CENTERLINE. THE REMAINING OCCURS AT THE COLUMN CENTERLINE.

4. BATTERED HELICAL PIERS ARE ANTICIPIPATED TO BE USED FOR SUPPORTING LATERAL LOADS BUT IS DEPENDENT ON THE DESIGN OF THE HELICAL PIER CONTRACTOR. LAYOUT AND ARRANGEMENT TO BE

DETERMINED BY HELICAL PIER CONTRACTOR BUT SHALL NOT EXTEND UNDERNEATH EXISTING

BUILDINGS OR OTHER SITE STRUCTURES.

HPC1

HPC2

ADDITIONAL REMARKS:

DEAD LOAD

240K (18K)

LIVE LOAD

120K

SNOW LOAD

10K

WIND LOAD

25K

MARK DEAD LOAD LIVE LOAD SNOW LOAD WIND LOAD

390K (30K) 220K 20K 12K

HPC3

HPC4

HPC5

HPC6

HPC7

HPC8

HPC9

HPC10

HPC11

HPC12

HPC13

HPC14

HPC15

HPC16

HPC17

HPC18

HPC19

HPC20

HPC21

HPC22

HPC23

HPC24

HPC25

HPC26

HPC27

HPC28

HPC29

HPC30

HPC31

320K (22K) 280K 15K 17K

140K (15K) 70K 5K 61K

150K (25K) 40K 5K 64K

270K (34K) 120K 15K 21K

250K 220K 20K 35K

340K 310K 30K 2K

360K 330K 30K 2K

270K (28K) 120K 15K 20K

110K 100K 10K 17K

260K 240K 20K 2K

310K 270K 25K 2K

350K 290K 30K 7K

350K 320K 30K 2K

250K 220K 20K 2K

200K (26K) 70K 10K 23K

300K (16K) 17K 15K 37K

160K (19K) 70K 10K 45K

230K 210K 20K 3K

310K (26K) 180K 20K 34K

130K (21K) 40K 5K 41K

140K 120K 15K 3K

170K (20K) 60K 5K 2K

240K 70K 10K 60K

210K 5K 60K50K

240K 5K 30K30K

210K 5K 30K10K

20K 3K5K N/A

20K 3K5K N/A

20K 2K5K N/A

3" CLR FOR GRADE BEAMS

1 1/2" CLR FOR OTHERS

USE THE LARGER

OF X/4 OR Y/4

STD HOOK, TYP

0"

INTERMEDIATE REINF, SEE

SCHEDULE FOR SIZE AND SPA

START INTERMEDIATE

REINF SPACING FROM

FACE OF SUPPORT, TYP

1/

2" C

LR

1 1/2" CLR

SPAN X SPAN Y CANTILEVER

0"

Y/4

SPAN SPAN

SPAN/4

GRADE BEAM

STEP DETAIL

OR DOOR

STOOP

SPLICE

CLASS B

SPLICE

CLASS B

STD HOOK, TYP

ADDL TOP BAR

SPAN/4

GRADE BEAM SCHEDULE

MARK

SIZE

W x D TOP BOTTOM

(4) #8

REINFORCING

12" x 84"

STIRRUPS

REMARKS

GB-1 (4) #8 #4 STIRRUPS @ 12" OC ADDL #4 @ 12" OC HORIZ EA FACE, T&B BAR IN (2) LAYERS

(3) #812" x 53"GB-2 (3) #8 #4 STIRRUPS @ 12" OC ADDL #4 @ 12" OC HORIZ EA FACE, T&B BAR IN (2) LAYERS

(4) #824" x 42"GB-3 (4) #8 #4 STIRRUPS @ 12" OC ADDL #4 @ 12" OC HORIZ EA FACE, T&B BAR IN (2) LAYERS

(4) #816" x 66"GB-4

GB-5 #4 STIRRUPS @ 12" OC

#4 STIRRUPS @ 12" OC(4) #8

(4) #812" x 66" (4) #8

ADDL #4 @ 12" OC HORIZ EA FACE, T&B BAR IN (2) LAYERS

ADDL #4 @ 12" OC HORIZ EA FACE, T&B BAR IN (2) LAYERS

GB-6 #4 STIRRUPS @ 12" OC(4) #812" x 96" (4) #8 ADDL #4 @ 12" OC HORIZ EA FACE, T&B BAR IN (2) LAYERS

PE-5261

MICHAEL D.

ALBERTSON

R

EG

IS

TE

RE

D ENG

I N E

E R

PROFESS I ONAL

N O

R T H

D A KO TA

DATE

SUMMIT FIRE CONSULTING

575 MINNEHAHA AVE WEST

ST. PAUL, MINNESOTA 55103

(612) 387-7050

CALIBRE

9090 S RIDGELINE BLVD, SUITE 105

HIGHLANDS RANCH COLORADO 80129

PHONE (303) 730-0434

ALBERTSON ENGINEERING, INC.

315 NORTH MAIN AVENUE, SUITE 200

SIOUX FALLS, SOUTH DAKOTA 57104

PH: (605) 343-9606

FOURFRONT DESIGN, INC.

517 7TH STREET

RAPID CITY, SOUTH DAKOTA

57701

PH: (605) 342-9470

FAX: (605) 342-2377

WWW.FOURFRONTDESIGN.COMFOURFRONT

D E S I G N I N C.

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved: Project Director

ARCHITECTCONSULTANTS:

DateRevisions:

VA FORM 08-6231

o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e in c h o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t th re e in c h e s o n e fo o t

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9 of

11-16-21

/6

/2

:0

:3

A

M

CONSTRUCTION DOCUMENTS

11/16/2021

FOUNDATION PLAN LEVEL B1

SB101

EXPAND BLDG. 1 FOR

PRIMARY CARE

MDRAJH

2101 ELM STREET

FARGO, ND 58102FARGO VAHCS

437-315

65 128

SHEET NOTES

N

SCALE: 1/8" = 1'-0"SB101

D1 FOUNDATION & SLAB PLAN - BASEMENT LEVEL

SCHEDULES SHEET LEGEND KEYPLAN

FLOOR FRAMING PLAN NOTES

• SEE SHEET SERIES S-001 FOR STRUCTURAL NOTES.

• VERIFY ALL DIMENSIONS & ELEVATIONS WITH ARCHITECTURAL DRAWINGS AND EXISTING CONDITIONS BEFORE CONSTRUCTION

COMMENCES.

• ELEVATIONS ON THE STRUCTURAL DRAWINGS REFER TO THE TOP OF CONCRETE REFERENCE ELEVATION SET AT 88' - 0" (EXISTING FLOOR)

= CIVIL ELEVATION 892.1'.

• SEE ARCHITECTURAL & MECHANICAL DRAWINGS FOR SLOPES, DROPS, AND DRAIN LOCATIONS IN FLOOR SLAB.

• ALL BEAM TO BEAM & BEAM TO W-COLUMN CONNECTIONS SHALL BE DOUBLE ANGLE CONNECTIONS. SEE DOUBLE ANGLE CONNECTION

SCHEDULE ON SHEET SERIES S-601, UNLESS OTHERWISE NOTED OR DETAILED.

• ALL BEAM TO HSS COLUMN CONNECTIONS SHALL BE SHEAR TAB CONNECTIONS. SEE SHEAR TAB CONNECTION SCHEDULE ON SHEET

SERIES S-601, UNLESS OTHERWISE NOTED OR DETAILED.

• COMPOSITE FORM DECKING SHALL BE 2VLI 18GA (GALV) METAL DECKING, UNLESS NOTED OR DETAILED OTHERWISE.

• COMPOSITE FORM DECKING SHALL BE ATTACHED TO SUPPORTING BEAMS W/ 3/4"Ø x4" AUTOMATIC WELDED STUDS, PROVIDE (2) #10 TEK

SCREW SIDELAP FASTENERS PER SPAN IN FORM DECKING.

• PIPE PENETRATIONS THROUGH COMPOSITE FLOORS GREATER THAN 3" IN DIAMETER SHALL BE SLEEVED. MULTIPLE PENETRATIONS WITHIN THE SAME WALL SPACED CLOSER THAN 24" OC SHALL BE APPROVED BY THE ENGINEER PRIOR TO PLACING CONCRETE. SEE TYPICAL SECTIONS ON SHEET SERIES S-601 WHERE SPACING OF MULTIPLE PENETRATIONS IS CLOSER THAN 24" OC

• SEE ARCHITECTURAL & MECHANICAL DRAWINGS FOR OPENINGS IN FLOOR FRAMING. ALL OPENINGS LARGER THAN 12" SHALL BE

ENCLOSED WITH EDGE FRAMING - SEE SHEET SERIES S-601.

• BEAMS SHALL BE EQUALLY SPACED BETWEEN SUPPORTING BAYS UNLESS OTHERWISE NOTED OR DIMENSIONED.

• MAINTAIN MINIMUM SLAB THICKNESS INDICATED AT ALL LOCATIONS UNLESS NOTED OTHERWISE. VERIFY DURING PLACEMENT OPERATIONS. MAXIMUM DIMENSION OF SLAB POURED AT ONE TIME TO BE 80' - 0". SLAB CONSTRUCTION JOINTS MUST BE ON CENTERLINE

OF BEAMS. TYPICAL REINFORCING SHALL PASS THRU THE CONSTRUCTION JOINT.

• SEE SHEET S-602 FOR METAL STUD WALL REQUIREMENTS.

e12 e12 eA eB eD eF eG e11 e11 eI eK eM eO eQ

13 13

14 14

18 18

A B C D

(E) W14X30

TOS 99' - 5 1/2"

(E) W16X50

TOS 99' - 5 1/2"

(E) W16X50

TOS 99' - 5 1/2"

(E) W16X50

TOS 99' - 5 1/2"

(E) W14X30 TOS 99' - 5 1/2" (E) W16X50 TOS 99' - 5 1/2" (E) W16X57 TOS 99' - 5 1/2" (E) W16X50 TOS 99' - 5 1/2" (E) W16X57

TOS 99' - 5 1/2"

(E ) W

X

TO

S

9'

1/ 2"

E Q

E Q

E Q

5'

0"

30' - 0" 20' - 11" 19' - 2 1/2" 17' - 2 1/2" 13' - 4" 22' - 5 1/2" 17' - 6 1/2"

E Q

E Q

E Q

E Q

E Q

E Q

E Q

E Q

E Q

6'

8"

6"

(E) 6 1/2" ELEVATED CONC

SLAB ATOP MTL DECK

(E) 2" TOPPING SLAB

ATOP 8" H/C PLANK

TOC (E)

100' - 0"

TOC (E)

100' - 0"

W

X17

W

X21

W

X15

W

X21

W

X90

W

X15

W

X19

W

X23

W

X90 W

X68

W

X10

W

X61THRUW

X87

THRUW

X65

THRUW

X87

W

X17

THRUW

X68

THRUW

X79

THRUW

X12

W

X12

W

X25

W

X90

W

X90

BLW

HSS6X6X1/4

BLW

HSS6X

6X 1/4

BLW

HSS6X

6X 1/4

" x

E) C

ONC C

OL

" x

E) C

ONC C

OL

W

X21

ABV

BLW

6" ELEVATED CONC SLAB ATOP

2VLI18GA (GALV) COMPOSITE

DECK W/ #5 REBAR @ 12" OC EA

WAY CENTERED IN THE SLAB

TOC

100' - 0"

W

X79

ABV

BLW

W

X50

ABV

BLW

" x

E) C

ONC C

OL

" x

E) C

ONC C

OL

ABV

BLW

W

X14

5 ABV

BLW

W

X48

SF404

C2

NOTE:

NOT ALL (E) FRAMING

ELEMENTS ARE SHOWN

(E) BUILDING

W

X19

ABV

BLW

W

X21

W

X

[5

0] (2

-S P

A N

) W / C

A N

T

TO

S

9'

6"

W12X26 [30] TOS 99' - 6"

W21X55 [30] TOS 99' - 6"

W16X31 [30]

W16X31 [30]

W16X31 [30]

W16X31 [30]

W16X36 [30]

W16X36 [30]

W16X36 [30]

W16X31 [30]

W16X31 [30]

W

X2

[1 4]

(2 -S

P A

N

TO

S

9'

6"

ABV

BLW

W

X13

ABV

BLW

W

X15

W14X257 [46] (2-SPAN)

TOS 99' - 6"

W

X4

[1 4]

TO

S

9'

6"

ABV

BLW

W

X15

W

X6

[1 0]

TO

S

9'

6"

W14X257 [40] (2-SPAN) TOS 99' - 6"

W14X233 [50] (2-SPAN)

TOS 99' - 6"

ABV

BLW

W

X82

W12X26 [22]

TOS 99' - 6"

W12X26 [14]

TOS 99' - 6"

W14X82 [32] (2-SPAN) TOS 99' - 6" W

X

[1 6]

W / C

A N

T

TO

S

9'

6"

ABV

BLW

W

X82

W8X18 [10]

TOS 99' - 6"

W8X18 [10]

TOS 99' - 6"

W8X18 [10]

W12X26 [22]

TOS 99' - 6"

W12X26 [22]

TOS 99' - 6"

W18X50 [32]

TOS 99' - 6"

W18X35 [32]

W18X35 [32]

W18X35 [32]

W21X44 [36]

W18X35 [32]

TOS 99' - 6"

W12X26 [18]

W12X26 [18]

W

X3

[2 0]

TO

S

9'

6"

ABV

BLW

W

X96

W27X146 [36] (2-SPAN) W/CANT

TOS 99' - 6"

W

X4

[1 6]

TO

S

9'

6"

W

X8

[2 0]

TO

S

9'

6"

W12X26 [18] TOS 99' - 6"

W12X26 [18]

TOS 99' - 6"

W12X26 [18]

W12X26 [18]

W12X26 [18]

W12X26 [18]

W12X26 [18]

W

X5

[1 4]

TO

S

9'

6"

W

X6

[2 0]

TO

S

9'

6"

W

X5

[1 6]

TO

S

9'

6"

W12X26 [20]

TOS 99' - 6"

W12X26 [20]

TOS 99' - 6"

W12X26 [20]

TOS 99' - 6"

W12X26 [20]

TOS 99' - 6"

W12X26 [20]

TOS 99' - 6"

W12X26 [20]

W12X26 [20]

W12X26 [20]

W12X26 [20]

W12X26 [20]

W

X

[2 0]

W / C

A N

T

TO

S

9'

6"

W

X8

[3 0]

TO

S

9'

6"

HSS6X6X1/4 W/ CANT

TOS 97' - 0"

HSS6X6X1/4 W/ CANT

TOS VARIES

HSS6X6X1/4 W/ CANT

TOS VARIES

BLW

HSS6X6X1/4

W

X1

[3 0]

(2 -S

P A

N

TO

S

9'

6"

5'

0"

19' - 3" 19' - 4" 19' - 4" 19' - 4" 9' - 8" 19' - 4" 19' - 4" 19' - 4" 19' - 6"

SF401F3

SF401

F1

SF401 F5

SF401 F7

SF402

B8

M L1

B1

SF501¯¯¯¯¯

A6

SF503¯¯¯¯¯

ABV

BLW

W

X12

ABV

BLW

W

X21

ABV

BLW

W

X23

ABV

BLW

W

X10

ABV

BLW

W

X21

ABV

BLW

W

X14

B6

SF501¯¯¯¯¯

A1

SF503¯¯¯¯¯

B6

SF501¯¯¯¯¯SIM

A4

SF503¯¯¯¯¯

A2

SF503¯¯¯¯¯

A1

SF503¯¯¯¯¯

B6

SF501¯¯¯¯¯

B4

SF501¯¯¯¯¯

B8

SF501¯¯¯¯¯

D1

SF501¯¯¯¯¯

D2

SF501¯¯¯¯¯

D4

SF501¯¯¯¯¯

D6

SF501¯¯¯¯¯

D8

SF501¯¯¯¯¯

F1

SF501¯¯¯¯¯

F2

SF501¯¯¯¯¯

F4

SF501¯¯¯¯¯

F6

SF501¯¯¯¯¯

F8

SF501¯¯¯¯¯

B1

SF502¯¯¯¯¯

B2

SF502¯¯¯¯¯

L1L1L1

L1 L1 L1

L2 L2

L1

PROVIDE (11) #5 BARS @ 4"

OC INSIDE OF BEAM FLANGE

TYP ALL PERIMETER

W12X26 [14]

TOS 99' - 6"

W

X2

[6

TO

S

9'

6"

W

X2

[6

TO

S

9'

6"

W12X26 [9]

TOS 99' - 6"

TYPUNO*

** 9"

6"

7 1/4"

7"

F8

SF501¯¯¯¯¯

SIM

F6

SF501¯¯¯¯¯

W1

3 1/4" 6"

1/

4"

6" 6"

6"

1/

4"

3 1/4"

9' - 11 3/4"

SIM2

B4

SF502¯¯¯¯¯

C2

SF503¯¯¯¯¯

C2

SF503¯¯¯¯¯

SIM2

C2

SF503¯¯¯¯¯

SIM

4"

A4

SF503¯¯¯¯¯SIMOPP

B4

SF502¯¯¯¯¯SIM

A4

SF503¯¯¯¯¯

SIM

C2

SF503¯¯¯¯¯

SIM

W / C

A N

T

C2

SF503¯¯¯¯¯

SIM

C2

SF503¯¯¯¯¯SIM

W2

(FV)

54' - 1 1/2"

(F V

0"

TOS

97' - 0"

TOS

95' - 1"

TOS

97' - 0"

FV

FV

FVHSS6X

6X

1/4

TOS V

ARIES

HSS6X6X1/4

TOS VARIES

W1

W1

L3

@ 5' - 0" OC MAX

HSS3x3x1/4 BRACE

@ 5' - 0" OC MAX

HSS3x3x1/4 BRACE

@ 5' - 0" OC MAX

HSS3x3x1/4 BRACE

F8

SF501¯¯¯¯¯

F6

SF501¯¯¯¯¯

W12X26

TOS 99' - 6"

L1

DENOTES BEAM CALLOUT, [X] INDICATES NUMBER OF 3/4"⌀ x 4" HSA SPACED EQUALLY OVER THE LENGTH OF THE BEAM BLW ELELVATED FLOOR SLAB, UNLESS NOTED OTHERWISE. HSA SPACING TO

BE ADJUSTED WHERE GUSSET PLATE WELDS TO BEAM.

DENOTES LATERAL BRACED FRAME, SEE LATERAL BRACE ELEVATIONS AND DETAILS ON SHEET

SERIES S-401 OR S-402.

DENOTES FLOOR DRAIN IN SLAB, SEE MECH DWGS.

SHTLBx

W10X12 [X]

FLOOR FRAMING ELEVATION

• TOP OF STEEL (TOS) ELEVATION = 99' - 6", UNLESS NOTED OR DETAILED OTHERWISE. ELEVATIONS ARE AT CENTERLINE OF COLUMN OR

BEARING.

STL COL SUPPORT,

SEE PLAN

1/4 1/4

STL BM, SEE PLAN

1/2" GAP

2" 1 1/2"

1/

4" S

P A

C

IN

G

3"

1/

4"

PL4x3/8

P E

R S

C H

E D

H E

IG

H

T

SHEAR TAB CONNECTION SCHEDULE

BEAM HEIGHT THICKNESS 3/4"Ø A325N BOLTS WELD SIZE TO COL

W8 5 1/2" 2

W12 & 14 8 1/2" 3

W16 11 1/2" 4

W18 14 1/2" 5

W21 17 1/2" 6

W27 23 1/2" 8 3/8" FILLET

3/8"

3/8"

3/8"

3/8"

3/8"

5/16" FILLET

5/16" FILLET

5/16" FILLET

5/16" FILLET

5/16" FILLET

3/8"

FO SUPPORT

COL OR BM

2 3/4" 1 1/4"

ELEVATION SECTION A-A

SEE SCHEDULE FOR THICKNESS

A

A

GAP

1/2"

2" 1 1/2"

LE

N

G

TH

2xWELD

ALT WELD,TYP

ALT WELD, TYP

1/

4"

S P

A C

IN

4" SEE

SCHED

SEE

SCHED

SEE

SCHED

ALT WELD,TYP

DOUBLE ANGLE CONNECTION SCHEDULE

BEAM

LENGTH THICKNESS

3/4"Ø A325N BOLTS

F1852

W8 5 1/2" 5/16"2

W12 & 14 8 1/2"3

W16 11 1/2"4

W18 14 1/2"5

W21 17 1/2"6 5/16" FILLET

CONNECTION ANGLES ALTERNATE WELD TO BM

SIZE (SHOP WELD ONLY)

3/8"

3/8"

3/8"

3/8"

5/16" FILLET

5/16" FILLET

1/4" FILLET

1/4" FILLET

W27 23 1/2"8 5/16" FILLET3/8"

1. USE E70XX ELECTRODES.

2. SIZE & NUMBER OF BOLTS INTO SUPPORTING MEMBER TO BE TWICE THE NUMBER OF BOLTS INTO THE

BEAM & OF THE SAME SIZE.

3. PROVIDE TEMPORARY SUPPORT AS REQUIRED TO INSTALL JOIST BEAMS ON EITHER SIDE OF GIRDER

BEAMS.

4. * INDICATES A 9" LONG ALL WELDED DOUBLE ANGLE CONNECTION TO BE USED, BOLTS MAY BE USED FOR

ERECTION.

5. ** INDICATES A 6" LONG ALL WELDED DOUBLE ANGLE CONNECTION TO BE USED, BOLTS MAY BE USED

FOR ERECTION.

6. # INDICATES USING THE SMALLER BEAM DOUBLE ANGLE CONNECTION SIZE.

ADDITIONAL REMARKS:

PE-5261

MICHAEL D.

ALBERTSON

R

EG

IS

TE

RE

D ENG

I N E

E R

PROFESS I ONAL

N O

R T H

D A KO TA

DATE

SUMMIT FIRE CONSULTING

575 MINNEHAHA AVE WEST

ST. PAUL, MINNESOTA 55103

(612) 387-7050

CALIBRE

9090 S RIDGELINE BLVD, SUITE 105

HIGHLANDS RANCH COLORADO 80129

PHONE (303) 730-0434

ALBERTSON ENGINEERING, INC.

315 NORTH MAIN AVENUE, SUITE 200

SIOUX FALLS, SOUTH DAKOTA 57104

PH: (605) 343-9606

FOURFRONT DESIGN, INC.

517 7TH STREET

RAPID CITY, SOUTH DAKOTA

57701

PH: (605) 342-9470

FAX: (605) 342-2377

WWW.FOURFRONTDESIGN.COMFOURFRONT

D E S I G N I N C.

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved: Project Director

ARCHITECTCONSULTANTS:

DateRevisions:

VA FORM 08-6231

o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e in c h o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t th re e in c h e s o n e fo o t

F

E

D

C

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A

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CONSTRUCTION DOCUMENTS

11/16/2021

FLOOR FRAMING PLAN LEVEL 01

SF101

EXPAND BLDG. 1 FOR

PRIMARY CARE

MDRAJH

2101 ELM STREET

FARGO, ND 58102FARGO VAHCS

437-315

SHEET NOTES

N

KEYPLAN

SCALE: 1/8" = 1'-0"SF101

D1 FLOOR FRAMING PLAN - 1ST LEVEL

SCHEDULES SHEET LEGEND

ROOF FRAMING PLAN NOTES

• SECOND LEVEL ROOF DESIGNED AS FUTURE FLOOR WITH 100 PSF LIVE LOAD.

• SEE SHEET SERIES S-001 FOR STRUCTURAL NOTES.

• VERIFY ALL DIMENSIONS & ELEVATIONS WITH ARCHITECTURAL DRAWINGS AND EXISTING CONDITIONS BEFORE CONSTRUCTION

COMMENCES.

• ELEVATIONS ON THE STRUCTURAL DRAWINGS REFER TO THE TOP OF CONCRETE REFERENCE ELEVATION SET AT 88' - 0" (EXISTING FLOOR)

= CIVIL ELEVATION 892.1'.

• SEE ARCHITECTURAL & MECHANICAL DRAWINGS FOR SLOPES, DROPS, AND DRAIN LOCATIONS IN FLOOR SLAB.

• ALL BEAM TO BEAM & BEAM TO W-COLUMN CONNECTIONS SHALL BE DOUBLE ANGLE CONNECTIONS. SEE DOUBLE ANGLE CONNECTION

SCHEDULE ON SHEET SERIES S-601, UNLESS OTHERWISE NOTED OR DETAILED.

• ALL BEAM TO HSS COLUMN CONNECTIONS SHALL BE SHEAR TAB CONNECTIONS. SEE SHEAR TAB CONNECTION SCHEDULE ON SHEET

SERIES S-601, UNLESS OTHERWISE NOTED OR DETAILED.

• COMPOSITE FORM DECKING SHALL BE 2VLI 18GA (GALV) METAL DECKING, UNLESS NOTED OR DETAILED OTHERWISE.

• COMPOSITE FORM DECKING SHALL BE ATTACHED TO SUPPORTING BEAMS W/ 3/4"Ø x4" AUTOMATIC WELDED STUDS @ 12" OC. PROVIDE

(2) #10 TEK SCREW SIDELAP FASTENERS PER SPAN IN FORM DECKING.

• PIPE PENETRATIONS THROUGH COMPOSITE FLOORS GREATER THAN 3" IN DIAMETER SHALL BE SLEEVED. MULTIPLE PENETRATIONS WITHIN THE SAME WALL SPACED CLOSER THAN 24" OC SHALL BE APPROVED BY THE ENGINEER PRIOR TO PLACING CONCRETE. SEE TYPICAL SECTIONS ON SHEET SERIES S-601 WHERE SPACING OF MULTIPLE PENETRATIONS IS CLOSER THAN 24" OC

• SEE ARCHITECTURAL & MECHANICAL DRAWINGS FOR OPENINGS IN FLOOR FRAMING. ALL OPENINGS LARGER THAN 12" SHALL BE ENCLOSED

WITH EDGE FRAMING - SEE SHEET SERIES S-601.

• BEAMS SHALL BE EQUALLY SPACED BETWEEN SUPPORTING BAYS UNLESS OTHERWISE NOTED OR DIMENSIONED.

• MAINTAIN MINIMUM SLAB THICKNESS INDICATED AT ALL LOCATIONS UNLESS NOTED OTHERWISE. VERIFY DURING PLACEMENT OPERATIONS.

MAXIMUM DIMENSION OF SLAB POURED AT ONE TIME TO BE 80' - 0". SLAB CONSTRUCTION JOINTS MUST BE ON CENTERLINE OF BEAMS.

TYPICAL REINFORCING SHALL PASS THRU THE CONSTRUCTION JOINT.

• FOR METAL STUD WALL REQUIREMENTS, SEE SHEET SERIES S-602.

e12 e12 eA eB eD eF eG e11 e11 eI eK eM eO eQ

13 13

14 14

18 18

A B C D

(E) W14X30

TOS 112' - 0 3/4"

(E) W18X40

TOS 112' - 0 3/4"

(E) W16X50

TOS 112' - 0 3/4"

(E) W16X50

TOS 112' - 0 3/4"

(E) W16X50

TOS 112' - 0 3/4"

(E) W14X30

TOS 112' - 0 3/4"

(E) W16X50

TOS 112' - 0 3/4"

(E) W16X57

TOS 112' - 0 3/4"

(E) W16X50

TOS 112' - 0 3/4"

(E) W16X57

TOS 112' - 0 3/4"

(E ) W

X

TO

S

/4

(E) 10" C-STUD JOISTS @ 24" OC

(E) 6 1/2" ELEVATED CONC

SLAB ATOP MTL DECK

TOC (E)

112' - 7 1/4"

30' - 0" 20' - 11" 19' - 2 1/2" 17' - 2 1/2" 13' - 4" 22' - 5 1/2" 17' - 6 1/2"

5'

0"

6" ELEVATED CONC SLAB ATOP

2VLI18GA (GALV) COMPOSITE

DECK W/ #5 REBAR @ 12" OC EA

WAY CENTERED IN THE SLAB

TOC

112' - 7 1/4"

W

X21

W

X79

W

X50

W

X87

W

X65

W

X87

W

X14

W

X48

W

X68

W

X54

W

X12

W

X19

5" ELEVATED CONC SLAB

ATOP 1.5VLI18GA (GALV)

COMPOSITE METAL DECK W/

#3 REBAR @ 12" OC EA WAY

NOTE:

NOT ALL (E) FRAMING

ELEMENTS ARE SHOWN

(E) BUILDING

5'

0"

19' - 3" 19' - 4" 19' - 4" 19' - 4" 9' - 8" 19' - 4" 19' - 4" 19' - 4" 19' - 6"

(F ) A

BV

BLW

W

X

[5

0] (2

-S P

A N

) W / C

A N

T

TO

S

/4

(F ) A

BV

BLW

W

X19

W

X2

[1 4]

(2 -S

P A

N

TO

S

/4

(F ) A

BV

BLW

W

X13

(F ) A

BV

BLW

W

X14

(F ) A

BV

BLW

W12X26 [30] TOS 112' - 1 1/4"

W21X55 [30] TOS 112' - 1 1/4"

W

X

[2 0]

W / C

A N

T

TO

S

/4

W16X31 [30]

TOS 112' - 1 1/4"

W16X31 [30]

W16X31 [30]

W16X36 [30]

W16X36 [30]

W16X36 [30]

W16X31 [30]

TOS 112' - 1 1/4"

W16X31 [30]

TOS 112' - 1 1/4"

W16X31 [30]

TOS 112' - 1 1/4"

W

X8

[3 0]

TO

S

/4

W

X4

[1

4]

TO

S

/4

W

X15

(F ) A

BV

BLW

W

X15

(F ) A

BV

BLW

W

X15

(F ) A

BV

BLW

W

X90

(F ) A

BV

BLW

W14X257 [40] (2-SPAN)

TOS 112' - 1 1/4"

W

X6

[1 0]

TO

S

/4

W

X12

(F ) A

BV

BLW

W

X23

(F ) A

BV

BLW

W14X211 [50] (2-SPAN)

TOS 112' - 1 1/4"

W21X44 [36]

W

X

[3

0] (2

-S P

A N

) W / C

A N

T

TO

S

/4

W

X82

(F ) A

BV

BLW

W14X82 [32] (2-SPAN)

TOS 112' - 1 1/4"

W

X82

(F ) A

BV

BLW

W

X

[1 6]

W / C

A N

T

TO

S

/4

W8X18 [10]

TOS 112' - 1 1/4"

W8X18 [10]

TOS 112' - 1 1/4"

W8X18 [10]

W12X26 [22]

TOS 112' - 1 1/4"

W12X26 [22]

TOS 112' - 1 1/4"

W12X26 [22]

W12X26 [14]

TOS 112' - 1 1/4"

W

X3

[2 0]

TO

S

/4

W18X50 [32]

TOS 112' - 1 1/4"

W12X26 [18]

W12X26 [18]

W27X161 [36] W/CANT

TOS 112' - 1 1/4"

W

X96

W18X35 [32]

W18X35 [32]

W18X35 [32]

W18X35 [32]

TOS 112' - 1 1/4"

W

X8

[2 0]

TO

S

/4

W

X4

[1 6]

TO

S

/4

W

X

[2 0]

W / C

A N

T

TO

S

/4

W

X6

[2 0]

TO

S

/4

W

X7

[1 4]

TO

S

/4

W12X26 [18]

TOS 112' - 1 1/4"

W12X26 [18]

TOS 112' - 1 1/4"

W12X26 [18]

W12X26 [18]

W12X26 [18]

W12X26 [18]

W12X26 [18]

W12X26 [20] TOS 112' - 1 1/4"

W12X26 [20]

TOS 112' - 1 1/4"

W12X26 [20]

TOS 112' - 1 1/4"

W12X26 [20] TOS 112' - 1 1/4"

W12X26 [20]

W12X26 [20]

W12X26 [20]

W12X26 [20]

W12X26 [20]

W12X26 [20]

W12X26 [20]

W14X257 [46] (2-SPAN)

TOS 112' - 1 1/4"

SF401F3

SF401

F1

SF401 F5

SF401 F7

W

X10

W

X13

W

X14

W

X15

W

X15

W

X13

W

X13

W

X13

W

X82

W

X12

W

X19

W

X82

W

X82

W

X90 (F

) A

BV

W

X79

(F ) A

BV

W

X53 (F

) A

BV

W

X65 (F

) A

BV

(F ) A

BV

W

X49 (F

) A

BV

W

X60

(F ) A

BV

BLW

W

X72 (F

) A

BV

BLW

W

X39 (F

) A

BV

BLW

W

X79

W

X12

(F ) A

BV

BLW

(F

) A

BV

BLW

W

X43

M L1

2'

0"

1'

0"

PROVIDE (11) #5 BARS @ 4"

OC INSIDE OF BEAM FLANGE

TYP ALL PERIMETER

B2

SF502¯¯¯¯¯

B6

SF502¯¯¯¯¯

B8

SF502¯¯¯¯¯

B6

SF502¯¯¯¯¯SIM

D1

SF502¯¯¯¯¯

D1

SF502¯¯¯¯¯

B6

SF502¯¯¯¯¯

D2

SF502¯¯¯¯¯

D4

SF502¯¯¯¯¯

D6

SF502¯¯¯¯¯

D8

SF502¯¯¯¯¯

F1

SF502¯¯¯¯¯

C1

SF503¯¯¯¯¯

F2

SF502¯¯¯¯¯

F4

SF502¯¯¯¯¯

F6

SF502¯¯¯¯¯

9"

SIM

6"

E Q

E Q

E Q

E Q

E Q

E Q

E Q

E Q

E Q

E Q

C4

SF503¯¯¯¯¯

C6

SF503¯¯¯¯¯

C8

SF503¯¯¯¯¯

E1

SF503¯¯¯¯¯

4"

ROOF DRAIN, SEE

ARCH & MECH DWGS

TYP

C4

SF503¯¯¯¯¯

D1

SF502¯¯¯¯¯SIM

E1

SF503¯¯¯¯¯

C6

SF503¯¯¯¯¯

C6

SF503¯¯¯¯¯

C6

SF503¯¯¯¯¯

SIM

SIM

SIM

C6

SF503¯¯¯¯¯

C6

SF503¯¯¯¯¯

SIM

SIM2

SIM

HSS8X4X1/4

TOS 112' - 2 1/4"

HSS8X4X1/4

TOS 112' - 2 1/4"

9'

5/

8" 3'

0"

C L C L

6"

L3

@ 5' - 0" OC MAX

HSS3x3x1/4 BRACEL1

L1 L1

L1

L1 L1

L1 L1

L1

L1

L1 L1 L1

L1

L1 L1 L1

L1

L1 L1 L1 L1

L1

L1 L1 L1 L1

F8

SF501¯¯¯¯¯

F6

SF501¯¯¯¯¯

W12X26

TOS 112' - 1 1/4"

FLOOR FRAMING ELEVATION

• TOP OF STEEL (TOS) ELEVATION = 112' - 1 1/4", UNLESS NOTED OR DETAILED OTHERWISE. ELEVATIONS ARE AT CENTERLINE OF COLUMN

OR BEARING.

STL COL SUPPORT,

SEE PLAN

1/4 1/4

STL BM, SEE PLAN

1/2" GAP

2" 1 1/2"

1/

4" S

P A

C

IN

4"

PL4x3/8

P E

R S

C H

E D

H E

IG

H

T

SHEAR TAB CONNECTION SCHEDULE

BEAM HEIGHT THICKNESS 3/4"Ø A325N BOLTS WELD SIZE TO COL

W8 5 1/2" 2

W12 & 14 8 1/2" 3

W16 11 1/2" 4

W18 14 1/2" 5

W21 17 1/2" 6

W27 23 1/2" 8 3/8" FILLET

3/8"

3/8"

3/8"

3/8"

3/8"

5/16" FILLET

5/16" FILLET

5/16" FILLET

5/16" FILLET

5/16" FILLET

3/8"

FO SUPPORT

COL OR BM

2 3/4" 1 1/4"

ELEVATION SECTION A-A

SEE SCHEDULE FOR THICKNESS

A

A

GAP

1/2"

2" 1 1/2"

LE

N

G

TH

2xWELD

ALT WELD,TYP

ALT WELD, TYP

1/

4"

S P

A C

IN

4" SEE

SCHED

SEE

SCHED

SEE

SCHED

ALT WELD,TYP

DOUBLE ANGLE CONNECTION SCHEDULE

BEAM

LENGTH THICKNESS

3/4"Ø A325N BOLTS

F1852

W8 5 1/2" 5/16"2

W12 & 14 8 1/2"3

W16 11 1/2"4

W18 14 1/2"5

W21 17 1/2"6 5/16" FILLET

CONNECTION ANGLES ALTERNATE WELD TO BM

SIZE (SHOP WELD ONLY)

3/8"

3/8"

3/8"

3/8"

5/16" FILLET

5/16" FILLET

1/4" FILLET

1/4" FILLET

W27 23 1/2"8 5/16" FILLET3/8"

1. USE E70XX ELECTRODES.

2. SIZE & NUMBER OF BOLTS INTO SUPPORTING MEMBER TO BE TWICE THE NUMBER OF BOLTS INTO THE

BEAM & OF THE SAME SIZE.

3. PROVIDE TEMPORARY SUPPORT AS REQUIRED TO INSTALL JOIST BEAMS ON EITHER SIDE OF GIRDER

BEAMS.

4. * INDICATES A 9" LONG ALL WELDED DOUBLE ANGLE CONNECTION TO BE USED, BOLTS MAY BE USED FOR

ERECTION.

5. ** INDICATES A 6" LONG ALL WELDED DOUBLE ANGLE CONNECTION TO BE USED, BOLTS MAY BE USED

FOR ERECTION.

6. # INDICATES USING THE SMALLER BEAM DOUBLE ANGLE CONNECTION SIZE.

ADDITIONAL REMARKS:

DENOTES BEAM CALLOUT, [X] INDICATES NUMBER OF 3/4"⌀ x 4" HSA SPACED EQUALLY OVER THE LENGTH OF THE BEAM BLW ELELVATED FLOOR SLAB, UNLESS NOTED OTHERWISE. HSA SPACING TO

BE ADJUSTED WHERE GUSSET PLATE WELDS TO BEAM.

DENOTES LATERAL BRACED FRAME, SEE LATERAL BRACE ELEVATIONS AND DETAILS ON SHEET

SERIES S-401 OR S-402.

DENOTES FLOOR DRAIN IN SLAB, SEE MECH DWGS.

SHTLBx

W10X12 [X]

CMU WALL, SEE

PLAN & PLAN NOTES

S C

H E

D U

L E F

O R

D E

P

TH

S E

E C

M U

L

IN

TE

L

GROUT SOLID FOR

DEPTH OF LINTEL

DIAGRAM L1

MASONRY LINTEL SCHEDULE

MARK

WALL

TYPE

8" CMUML1

LINTEL SIZE AND

REINF

32" BOND BEAM W/

(2) #5 HORIZ REBAR

(1)

1. PROVIDE 8" BOND BEAM W/ (2) #5 HORIZONTAL REBAR BELOW ALL CMU OPENINGS.

BRG

CELLS

FULL HT

REINFORCED &

GROUTED CELLS

REMARKS

#5 @ 24" OC

WALL FULLY GROUTED

SEE LINTEL DIAGRAM L1

ADDITIONAL REMARKS:

PE-5261

MICHAEL D.

ALBERTSON

R

EG

IS

TE

RE

D ENG

I N E

E R

PROFESS I ONAL

N O

R T H

D A KO TA

DATE

SUMMIT FIRE CONSULTING

575 MINNEHAHA AVE WEST

ST. PAUL, MINNESOTA 55103

(612) 387-7050

CALIBRE

9090 S RIDGELINE BLVD, SUITE 105

HIGHLANDS RANCH COLORADO 80129

PHONE (303) 730-0434

ALBERTSON ENGINEERING, INC.

315 NORTH MAIN AVENUE, SUITE 200

SIOUX FALLS, SOUTH DAKOTA 57104

PH: (605) 343-9606

FOURFRONT DESIGN, INC.

517 7TH STREET

RAPID CITY, SOUTH DAKOTA

57701

PH: (605) 342-9470

FAX: (605) 342-2377

WWW.FOURFRONTDESIGN.COMFOURFRONT

D E S I G N I N C.

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved: Project Director

ARCHITECTCONSULTANTS:

DateRevisions:

VA FORM 08-6231

o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e in c h o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t th re e in c h e s o n e fo o t

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9 of

11-16-21

/6

/2

:0

:3

A

M

CONSTRUCTION DOCUMENTS

11/16/2021

ROOF/FUTURE FLOOR FRAMING PLAN

LEVEL 02

SF102

EXPAND BLDG. 1 FOR

PRIMARY CARE

MDRAJH

2101 ELM STREET

FARGO, ND 58102FARGO VAHCS

437-315

69 128

SHEET NOTES

N

KEYPLAN

SCALE: 1/8" = 1'-0"SF102

D1 ROOF/(FUTURE) FLOOR FRAMING PLAN - 2ND LEVEL

SCHEDULES SHEET LEGEND