Attachment K - S401- FRAMING DETIALS - 1 Page.pdf

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Z1DA--437-CIS-241, SPS Site Prep 36C263-25-AP-2425
Solicitation number
36C26325B0025
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This document is a structural framing details drawing (Sheet S401) for a Veterans Affairs (VA) project located in Fargo, North Dakota. The detailed architectural and engineering drawing provides comprehensive technical specifications for wood framing connections, including multiple detailed sections showing precise construction methods for roof joists, floor joists, headers, top plate splices, and wall assemblies. Key technical details include specific nailing patterns, connector types (such as Simpson "H2.5" ties, "LUS" hangers), blocking requirements, sheathing specifications, and connection methods for overlapping structural members. The drawing is part of bid documents for a project involving site preparation for SPS equipment, issued on 1/22/2025, with Addendum 01 added on 08/29/2025. The drawing is fully sprinklered and designed by IMEG engineering consultants and Anderson as the designer of record for the U.S. Department of Veterans Affairs Office of Construction and Facilities Management.

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T.O. SHEATHING

EL. = SEE ARCH.

T.O. SHEATHING

EL. = SEE ARCH.

1 - 2x6 KING

STUD @ EACH

END U.O.N.

2 - 0.131" DIA. x 3"

NAILS

PER STUD

2 - 8d DIA. NAILS

PER STUD

3 - 0.131" DIA. x 3"

NAILS

@ EACH 2x6

PLATE

1 - 2x6 @ TOP & BOT.

PLATE FASTEN W/

2 - 0.131" DIA. x 3"

NAILS @ 10" O.C.

SEE PLAN FOR

OF JACK STUDS

HEADER SEE

SCHEDULE

A S401

1 - 2x6 @ TOP & BOT.

PLATE FASTEN W/

2 - 0.131" DIA. x 3"

NAILS @ 10" O.C.

FILL AIR SPACE

W/ INSULATION

HEADER SEE

SCHEDULE

2 MEMBERS 3 MEMBERS 4 MEMBERS

NOTE:

2 & 3 PLY MEMBERS SHALL BE FASTENED TOGETHER WITH 3 - ROWS

OF 0.148" DIA. x 3 1/4" NAILS @ 1'-0" O.C., 4 PLY MEMBERS SHALL BE

FASTENED WITH 2 - ROWS 1/2" DIA. BOLTS @ 1'-0" O.C.

2"

2"

PLACE SPLICE

OVER STUD

8 - 0.148" DIA. x 3" NAILS

@ 2" O.C. STAGGERED

@ EACH SIDE OF SPLICE

TYPICAL

4'-0"

2" MIN.2" MIN. 2" MIN.2" MIN.

2x ROOF JOIST

SEE PLAN

EXTERIOR SHEATHING

SEE PLAN & SHEAR WALL

SCHEDULE

SIMPSON "H2.5" TIE

@ EA. ROOF JOIST

2x STUD WALL

SEE PLAN

DOUBLE TOP PLATE

2x BLOCKING BTWN. EA.

ROOF JOIST; SKIP EVERY

3RD BAY. PROVIDE 0.162" DIA.

x 3 1/2" NAIL @ 8" O.C.

2x4 BLOCKING W/ 0.162" DIA. x 3 1/2" NAIL @ 8" O.C.

CONT. 2x RIBBON

ROOF SHEATHING

SEE PLAN

SEE ARCH

SEE ARCH.1 - SIMPSON "CS16"

STRAP x 2'-0" LONG

CENTERED AT EA. SPLICE.

2x4 BLOCKING W/ 0.162" DIA. x 3 1/2"

NAIL @ 8" O.C.

ROOF SHEATHING

SEE PLAN

DOUBLE TOP

PLATE

2x STUD WALL

SEE PLAN

2x BLOCKING BTWN. EA.

2x12; SKIP EVERY 3RD BAY.

PROVIDE 0.162" x 3 1/2"

NAILS @ 8" O.C.

EXTERIOR WALL SHEATHING

SEE PLAN & SHEARWALL

SCHEDULE

CONT. 2x RIBBON

SIMPSON "H1" TIE

@ EA. 2x12

2x ROOF JOIST

SEE PLAN

2x12 @ 2'-0" O.C.

SEE ARCH

SIMPSON "LUS" HANGER

@ EA. 2x12

2x ROOF JOIST

SEE PLAN

EXTERIOR SHEATHING

SEE PLAN & SHEAR WALL

SCHEDULE

SIMPSON "H2.5" TIE

@ EA. ROOF JOIST

2x STUD WALL

SEE PLAN

DOUBLE TOP PLATE

2x BLOCKING BTWN. EA.

ROOF JOIST; SKIP EVERY

3RD BAY. PROVIDE 0.162" DIA.

x 3 1/2" NAIL @ 8" O.C.

2x4 BLOCKING W/ 0.162" DIA. x 3 1/2" NAIL @ 8" O.C.

CONT. 2x RIBBON

ROOF SHEATHING

SEE PLAN

SEE ARCH

SEE ARCH.

VER.

2 7/16"

TEMPORARY SPS

MOBILE TRAILER

VERIFY

2x ROOF JOIST

SEE PLAN

SEE ARCH.

SIMPSON "H2.5" TIE

@ EA. ROOF JOIST

2x STUD WALL

SEE PLAN

DOUBLE TOP PLATE

CONNECT OVERLAPPING

2x ROOF JOISTS W/ 4 - 0.148" DIA x 3" NAILS

ROOF SHEATHING

SEE PLAN

SEE ARCH

2x ROOF JOIST

SEE PLAN

2x ROOF JOIST

SEE PLAN

EXTERIOR WALL SHEATHING

SEE PLAN & SHEARWALL

SCHEDULE

SIMPSON "H2.5" TIE

@ EA. ROOF JOIST

2x STUD WALL

SEE PLAN

DOUBLE TOP PLATE

ROOF SHEATHING

SEE PLAN

SEE ARCH

VERIFY

EXISTING BUILDING

2" MAX

ARCH VERIFY

CONT. 2x RIBBON

2x BLOCKING BTWN. EA.

ROOF JOIST; SKIP EVERY

3RD BAY. PROVIDE 0.162"

DIA. x 3 1/2" NAIL @ 8" O.C.

2x4 BLOCKING W/ 0.162" DIA. x 3 1/2" NAIL @ 8" O.C.

FLOOR SHEATHING

SEE PLAN

DOUBLE TOP

PLATE

2x STUD WALL

SEE PLAN

EXTERIOR WALL SHEATHING

SEE PLAN & SHEARWALL

SCHEDULE

CONT. 2x RIBBON

2x STUD WALL SEE

PLAN

FLOOR JOIST

SEE PLAN

2 - ROWS 0.162" x 3 1/2"

NAILS @ EA. FLOOR JOIST

FLOOR SHEATHING

SEE PLAN

DOUBLE TOP

PLATE

2x STUD WALL

SEE PLAN

EXTERIOR WALL SHEATHING

SEE PLAN & SHEARWALL

SCHEDULE

2x STUD WALL SEE

PLAN

FLOOR JOIST

SEE PLAN

2 - ROWS 0.162" x 3 1/2"

NAILS @ 1'-4" O.C. FLOOR SHEATHING

SEE PLAN

DOUBLE TOP

PLATE

2x STUD WALL

SEE PLANEXTERIOR WALL SHEATHING

SEE PLAN & SHEARWALL

SCHEDULE

CONT. 2x RIBBON

2x STUD WALL SEE

PLAN

FLOOR JOIST

SEE PLAN

2 - ROWS 0.162" x 3 1/2"

NAILS @ EA. FLOOR JOIST

VER.

2 7/16"TEMPORARY TRAILER

VERIFY.

FLOOR SHEATHING

SEE PLAN

DOUBLE TOP

PLATE

2x STUD WALL

SEE PLAN

EXTERIOR WALL SHEATHING

SEE PLAN & SHEARWALL

SCHEDULE

CONT. 2x RIBBON

2x STUD WALL SEE

PLAN

FLOOR JOIST

SEE PLAN

2 - ROWS 0.162" x 3 1/2"

NAILS @ EA. FLOOR JOIST

EXISTING RETAINING WALL

VERIFY.

EXISTING CONC.

SIDEWALK VERIFY.

FLOOR SHEATHING SHALL

EXTEND PAST WD. FRAMING

AND REST @ EXISTING CONC.

SIDEWALK

EXTERIOR WALL SHEATHING

SEE PLAN & SHEARWALL

SCHEDULE

NOTE: FLOOR SHEATHING @ EXTERIOR SHALL BE TREATED.

2x BLOCKING BTWN. EA.

ROOF JOIST; SKIP EVERY

3RD BAY. PROVIDE 0.162"

DIA. x 3 1/2" NAIL @ 8" O.C.

2x4 BLOCKING W/ 0.162" DIA. x 3 1/2" NAIL @ 8" O.C.

1'-0" MAX.

PLASTIC SHIMS

UNDERNEATH FLOOR

SHEATHING TO PROVIDE

FULL BEARING AT EXISTING

RETAINING WALL.

FLOOR SHEATHING

SEE PLAN

DOUBLE TOP

PLATE

2x STUD WALL

SEE PLANEXTERIOR WALL SHEATHING

SEE PLAN & SHEARWALL

SCHEDULE

CONT. 2x RIBBON

2x STUD WALL SEE

PLAN

2x FLOOR JOIST

SEE PLAN

2 - ROWS 0.162" x 3 1/2" NAILS @ EA. 2x FLOOR

JOIST

SEE ARCH

VERIFY

EXISTING BUILDING

FLOOR SHEATHING

SEE PLAN

DOUBLE TOP

PLATE

2x STUD WALL

SEE PLAN

SEE ARCH

2x STUD WALL SEE

PLAN

2x FLOOR JOIST

SEE PLAN

2 - ROWS 0.162" x 3 1/2"

NAILS @ EA. FLOOR JOIST

2x FLOOR JOIST

SEE PLAN

CONNECT OVERLAPPING

2x FLOOR JOISTS W/ 4 -

0.148" DIA x 3" NAILS

2x FLOOR JOIST

SEE PLAN

FLOOR SHEATHING

SEE PLAN

VERIFY

EXISTING BUILDING

2x12 LEDGER W/ 2-ROWS -

5/8" DIA. SIMPSON "TITEN-

HD" SCREW ANCHORS @

2'-0" O.C. EMBED = 4" (MIN.)

4" MIN.

SIMPSON "LUS"

HANGER @ EA.

END OF EA. 2x6

2x6 @ 2'-0" O.C.

2x STUD WALL WHERE

APPLIES SEE PLAN

EXTERIOR WALL SHEATHING

SEE PLAN & SHEARWALL

SCHEDULE

2 - ROWS 0.162" x 3 1/2" NAILS @ EA. 2x6

SEE ARCH FOR RATED

WALL ASSEMBLY

FLOOR SHEATHING

SEE PLAN

DOUBLE TOP

PLATE

2-2x8 RAMP JOISTS @ 2'-0" O.C.

WALL SHEATHING TO MATCH

"SW1" CRITERIA SEE

SHEARWALL SCHEDULE

CONT. 2x12 LEDGER W/ 3-ROWS 0.216" DIA. x 4 1/2" WOOD SCREWS @ EA. 2x STUD

2x STUD WALL SEE

PLAN

2x FLOOR JOIST

SEE PLAN

CONT. 2x10 LEDGER W/ 6 - ROWS 0.216" DIA x 4 1/2" WOOD SCREWS @ EA. 2x STUD

2x FLOOR JOIST

SEE PLAN

FLOOR SHEATHING

SEE PLAN

1 1/2" TYP.

FLOOR SHEATHING

SEE PLAN

SIMPSON "U26-2" FACEMOUNT

HANGER @ EA. RAMP JOIST

2 - 2x8 RAMP

JOISTS @ 2'-0"

O.C. - TYP.

WALL SHEATHING TO MATCH

"SW1" CRITERIA

SEE SHEARWALL SCHEDULE

FLOOR SHEATHING

SEE PLAN

2x STUD WALL

SEE PLAN

DOUBLE TOP PLATE

ATTACH OVERLAPPING

RAMP JOISTS TOGETHER

W/ 4 - 0.216" DIA x 4 1/2"

WOOD SCREWS

2-2x FLOOR JOIST

SEE PLAN - TYP.

2 - 0.162" DIA. x 3 1/2" NAILS @ EA. 2x6

SIMPSON "LUS"

HANGER @ EA.

END OF EA. 2x6 2x6 @ 2'-0" O.C.

NOTE:

1) THE MAXIMUM SPAN OF THE 2-2x8 RAMP JOIST IS 8'-0"

PROVIDE 2x STUD WALL AS SHOWN IN THIS DETAIL TO REDUCE SPACE OF 2-2x8 RAMP JOISTS.

S.D. 2/S401 FOR

ASSEMBLY

2 - 2x8 RAMP

JOISTS @ 2'-0"

O.C. - TYP.

CONT. 2x6 W/ 2 - 0.162" DIA.

x 3 1/2" NAILS @ EA. 2x6

FLOOR SHEATHING

SEE PLAN

2-2x FLOOR JOIST

SEE PLAN - TYP.

SIMPSON "A34"

CLIP @ EA. 2x8

RAMP JOIST

2x6 @ 2'-0" O.C.

SIMPSON "LUS"

HANGER @ EA.

END OF EA. 2x6

S.D. 2/S401 FOR

ASSEMBLY

2x ROOF JOIST

SEE PLAN

ROOF SHEATHING

SEE PLANVERIFY

EXISTING BUILDING

DOUBLE TOP

PLATE

2x STUD WALL

SEE PLANEXTERIOR WALL SHEATHING

SEE PLAN & SHEARWALL

SCHEDULE

2" MAX

ARCH VERIFY

SEE ARCH FOR RATED

WALL ASSEMBLY

2x ROOF JOIST

SEE PLAN

ROOF SHEATHING

SEE PLAN

VERIFY

EXISTING BUILDING

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTSOffice of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

DESIGNER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

BID DOCUMENT SUBMISSION

FULLY SPRINKLERED

C U s e rs \J

B u e rm a n n \D o c u m e n ts \1

S

R

V T jb u e rm a n n S

R X

R

.r v t

/2

/2

:3

:3

P

M

FRAMING DETAILS PERFORM SITE PREP FOR SPS

EQUIPMENT

FARGO, ND

1/22/2025 EW JB

437-CSI-241 S401

437-CSI-241

2882 106TH STREET

DES MOINES IA 50322

1" = 1'-0"S401

3 HEADER DETAIL

1 1/2" = 1'-0"

SECTION "A"

1" = 1'-0"S401

2 WOOD BEAM ASSEMBLY DETAIL

1" = 1'-0"S401

1 TYP. TOP PLATE SPLICE DETAIL

1" = 1'-0"S401

4 ROOF JOIST CONN. DETAIL

1" = 1'-0"S401

5 ROOF END WALL DETAIL

1" = 1'-0"S401

6 ROOF JOIST CONN. DETAIL

1" = 1'-0"S401

7 ROOF JOIST CONN. DETAIL

1" = 1'-0"S401

8 ROOF JOIST CONN. DETAIL

1" = 1'-0"S401

10 FLOOR JOIST CONN. DETAIL

1" = 1'-0"S401

11 FLOOR JOIST CONN. DETAIL

1" = 1'-0"S401

12 FLOOR JOIST CONN. DETAIL 1" = 1'-0"S401

13 FLOOR JOIST CONN. DETAIL

1" = 1'-0"S401

14 FLOOR JOIST CONN. DETAIL 1" = 1'-0"S401

15 FLOOR JOIST CONN. DETAIL

1" = 1'-0"S401

16 ROOF JOIST CONN. DETAIL

1" = 1'-0"S401

17 FLOOR JOIST CONN. DETAIL

1" = 1'-0"S401

18 RAMP JOIST CONN. DETAIL

1" = 1'-0"S401

19 RAMP JOIST CONN. DETAIL

1" = 1'-0"S401

9 ROOF JOIST CONN. DETAIL

1" = 1'-0"S401

20 ROOF JOIST CONN. DETAIL

Revisions: Date:

ADDENDUM 01 (AD-1) 08/29/2025

1-22-2025

AD-1

AD-1

Sheets
S001 - STRUCTURAL NOTE SHEET
S101 - FOOTING & FOUNDATION PLAN
S102 - SLAB CUTTING PLAN
S201 - SECOND FLOOR FRAMING PLAN
S202 - ROOF FRAMING PLAN
S301 - FOOTING & FOUNDATION DETAILS
S401 - FRAMING DETAILS
S402 - FRAMING DETAILS

File details come from the government source that posted it. Updated .