typical operable wall support structureprojects.span.net/lds family history office/fs_sturctural...

W12X40

HS

S4X

4X1/

4

HS

S4X

4X1/

4

SEE ARCH

SE

E A

RC

H

S2

SSK-02

TYP

SSK-03S3

TYP

SSK-04S4

TYP

Scale: AS INDICATED

Project No.:

Date Status

2225 E. MURRAY HOLLADAY RD., SUITE 110 SALT LAKE CITY, UTAH 84117 801.274.3950 structuralds.com

Supplemental Structural Sketch

SHEET: N/A

SSK-01

FAMILY SEARCH PARTITIONLEHI, UTAH

16033

04/27/16 ADD#1

Scale: NTSSSK-01

S1 TYPICAL OPERABLE WALL SUPPORT STRUCTURE

OPERABLE WALLSUPPORT STEELBEAM W/ 3/8"x4" STLPLATE AT BRACECONNECTION

COORDINATE RODSIZE + SPACING W/OPERABLE WALLMANUF

OPERABLE WALL MANUFCOORDINATE WITH

OPERABLE WALL

L3x3x1/4 BRACE @1/3 POINTS

1 MAX

1

TYP3/16

3/8" FULL DEPTHSTIFF PLATES AT 1/3

POINTS, COORD W/OPERABLE WALL

CONNECTIONS TOAVOID

INTERFERENCE

Scale: AS INDICATED

Project No.:

Date Status



SHEET: N/A

SSK-02


16033

04/27/16 ADD#1

Scale: NTSSSK-02

S2 OPERABLE WALL BEAM SUPPORT DETAIL

STEEL BEAMPER PLAN

1/2" STEEL CAP PL W/(2) 3/4" DIA A325NBOLTS

STEEL COLUMN

BEAM WEBSTIFFNER

S2

SSK-02

TYP/SIM

Scale: AS INDICATED

Project No.:

Date Status



SHEET: N/A

SSK-03


16033

04/27/16 ADD#1

Scale: NTSSSK-03

S3 PARTITION BEAM COLUMN CONNECTION

STEEL COLUMN,SEE ELEV

CONCRETE SLAB ON GRADE(TYP), REPAIR/REPLACE AS

REQD TO INSTALL NEW FTG

10"x10"x3/4" COLUMN BASEPL W/ 1"NON-SHRINK

GROUT W/ (4) 3/4" DIAANCHOR BOLTS

3'-0"x3'-0"x12"CONCRETE FOOTING

W/ (4) #4 EA WAY

BLOCKOUT IN SLAB,FILL W/ CONCRETEAFTER COLUMN ISINSTALLED

1/4TYP

8"

Scale: AS INDICATED

Project No.:

Date Status



SHEET: N/A

SSK-04


16033

04/27/16 ADD#1

Scale: NTSSSK-04

S4 TYPICAL OPERABLE WALL SUPPORT FOOTING

6"x1/2"xFIELDVERIFY W/ (2) 1/2"DIA TITEN HDANCHORSCENTERED IN FLUTE(3" EMBED). EXTENDFLUTE EA SIDE OFCOLUMN

3/8"X4"x6" STL PLATE

TYP1 1/2"

FIELD VERIFY

L4x4x1/4" KICKERANGLE, TYP

EXISTINGCONCRETE OVERSTEEL FLOOR DECK

TYP3/16

TYP3/16

1 MIN1

1"

Scale: AS INDICATED

Project No.:

Date Status



SHEET: N/A

SSK-05


16033

04/27/16 ADD#1

Scale: NTSSSK-05

S5 TYPICAL BRACE TO EXISTING DECK CONN

STRUCTURAL CALCULATIONSLDS Family Search Project No. 16033

Tenant Improvement

Lehi, Utah

PREPARED FOR:

Method Studio

The attached documents have been prepared for the client listed above and pertain only to the above referenced project. All information attached is the copyright property of StructuralDesign Studio, Inc. and shall not be reproduced in whole or in part without written permission

2225 E. Murray Holladay Rd., Suite 110 :: Salt Lake City, Utah 84117 :: 801.274.3950 :: structuralds.com

Project Name:

Street Address:

City, State:

Project Description:

GPS North: 40.25

GPS West: 111.53

Elevation:

Roof Live Load: N/A Wind Speed: N/A Site Classification: D-Stiff

Floor Live Load: N/A Wind Exposure: N/A Short Period (Ss): 1.139

Flat Roof Snow Load: N/A Importance: N/A Long Period (S1): 0.387

Misc. Load: 10 psf Analysis Method: N/A Design Category: Category D

Soil Type: Site Class D Compression (f'm): N/A Compression (f'c): 3000 psi

Bearing: 1500 psf Mortar Type: N/A Steel Reinforcing: A615

Sliding: 0.35 Grout: N/A w/c ratio: 0.45

Short Tem Increase: 33% CMU Type: N/A Air Content: 0.00%

Beams: A992 Sawn Lumber: N/A

Columns: A500 Glulam Lumber: N/A

Plates: A36 Sheathing: N/A

Anchor Bolts: F1554-36 All Thread: N/A

Seal:

G1-G3

Structural Design D1-D6

SHEET: G1

PROJECT DESIGN CRITERIA

General Project Information

LDS Family Search Client Name: Method Studio

Tenant Improvement Governing Code: International Building Code (2012)

Lehi, Utah Risk Category: Type-II All Others

Modernfold Partition Wall Design

Structural Loads and Criteria

LIVE LOADS WIND LOADS SEISMIC LOADS

Structural Material Properties

SOILS MASONRY CONCRETE

STEEL WOOD

Calculation Set Table of Contents

General Design Criteria:

Structural Sketches: SSK01-SSK05

This signed engineering seal is intended only for this single project and applies only to the project scope as listed above. This seal only applies tothe attached calculation set for this project and applies to no other documentation or aspects of the project.

(c) Structural Design Studio, Inc.

04/27/16

http://www.daftlogic.com/sandbox-google-maps-find-altitude.htm

W12X40

HSS

4X4X

1/4

HSS

4X4X

1/4

SEE ARCH

SEE

ARC

H

S2

SSK-02

TYP

SSK-03S3

TYP

SSK-04S4

TYP

Scale: AS INDICATED

Project No.:

Date Status



SHEET: N/A

SSK-01FAMILY SEARCH PARTITIONLEHI, UTAH

16033

04/27/16 ADD#1

Scale: NTSSSK-01S1 TYPICAL OPERABLE WALL SUPPORT STRUCTURE

OPERABLE WALLSUPPORT STEELBEAM W/ 3/8"x4" STLPLATE AT BRACECONNECTION

COORDINATE RODSIZE + SPACING W/OPERABLE WALLMANUF

OPERABLE WALL MANUFCOORDINATE WITH

OPERABLE WALL

L3x3x1/4 BRACE @1/3 POINTS

1 MAX

1

TYP3/16

3/8" FULL DEPTHSTIFF PLATES AT 1/3

POINTS, COORD W/OPERABLE WALL

CONNECTIONS TOAVOID

INTERFERENCE

Scale: AS INDICATED

Project No.:

Date Status



SHEET: N/A


16033

04/27/16 ADD#1

Scale: NTSSSK-02S2 OPERABLE WALL BEAM SUPPORT DETAIL

STEEL BEAMPER PLAN

1/2" STEEL CAP PL W/(2) 3/4" DIA A325NBOLTS

STEEL COLUMN

BEAM WEBSTIFFNER

S2

SSK-02

TYP/SIM

Scale: AS INDICATED

Project No.:

Date Status



SHEET: N/A


16033

04/27/16 ADD#1

Scale: NTSSSK-03S3 PARTITION BEAM COLUMN CONNECTION

STEEL COLUMN,SEE ELEV

CONCRETE SLAB ON GRADE(TYP), REPAIR/REPLACE AS

REQD TO INSTALL NEW FTG

10"x10"x3/4" COLUMN BASEPL W/ 1"NON-SHRINK

GROUT W/ (4) 3/4" DIAANCHOR BOLTS

3'-0"x3'-0"x12"CONCRETE FOOTING

W/ (4) #4 EA WAY

BLOCKOUT IN SLAB,FILL W/ CONCRETEAFTER COLUMN ISINSTALLED

1/4TYP

8"

Scale: AS INDICATED

Project No.:

Date Status



SHEET: N/A


16033

04/27/16 ADD#1

Scale: NTSSSK-04S4 TYPICAL OPERABLE WALL SUPPORT FOOTING

6"x1/2"xFIELDVERIFY W/ (2) 1/2"DIA TITEN HDANCHORSCENTERED IN FLUTE(3" EMBED). EXTENDFLUTE EA SIDE OFCOLUMN

3/8"X4"x6" STL PLATE

TYP1 1/2"

FIELD VERIFY

L4x4x1/4" KICKERANGLE, TYP

EXISTINGCONCRETE OVERSTEEL FLOOR DECK

TYP3/16

TYP3/16

1 MIN1

1"

Scale: AS INDICATED

Project No.:

Date Status



SHEET: N/A


16033

04/27/16 ADD#1

Scale: NTSSSK-05S5 TYPICAL BRACE TO EXISTING DECK CONN

typical operable wall support structureprojects.span.net/lds family history office/fs_sturctural...

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