19th June 2019

Tim J. Whitcombe, RIBA Senior Associate, NBBJ

Northwest Wood Design SymposiumMicrosoft Sammamish Village

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UOU

NRG

DTH

EEL

ERI

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NC

LP

801 SECOND AVENUE, SUITE 900

(206) 343-0460

SEATTLE, WA 98104

www.cplinc.com

NOT FOR CONSTRUCTION

Sheet Title/Number

Status

Senior Project Manager

Development Manager

Project Manager

Quality Control Reviewer

Quality Control FF&E

No. Date

Revisions

Description

M.S. Project No.

ARCH. Project No.

Microsoft Mechanical Engineer

Microsoft Cable Engineer

Microsoft Electrical Engineer

Engineering Manager

Security Manager

Project Planner

Project Manager

FF&E

CUSTOMER

PROJECT MANAGEMENT

Approvals

OPERATIONS

Checked

Design

Drawn

Design Team

Registration

Date

Date

Issuance

6/4/

2019

5:4

6:01

PM

C:\R

evit

Loca

l\201

9\G

7001

2-34

_S-S

TRU

_mat

tm@

cplin

c.co

m.rv

t

WOOD DETAILS

S-F602

CAMPUS MODERNIZATIONSAMMAMISH VILLAGE

1 MICROSOFT WAY,REDMOND, WA 98052

Designer

MRM

Checker

S180025-02

05/31/2019 70% DD

BUILDING 215

215

1 2 3 4 5 6

7 8 9 10 11 12

13 14 15 16 17 18

19 20 21 22 23 24

25 26 27 28 29 30

COLUMN BEYOND

LEDGER Ù

CONCRETE EDGE BEAMPER PLAN

MASS TIMBER PANEL &CONCRETE TOPPINGPER PLAN

STEEL EMBED @ 6'-0"oc

COLUMNBEYOND

TAPERED WT9 @5'-0"oc

GUARDRAIL

TIMBERDECKING

24

3030 3600

31,32,33,34

24 3601

31,32,33,34

12" column widthtbd

Most

likely

will c

hang

e

with o

utloo

k red

esign

12" column widthtbd

POST/CONN.

POST PER PLAN

SLAB & REINF. PER PLAN

KERF Ð" W/ (4)Ô"øBOLTS - ORIENT BOLTS INNORTH/SOUTH DIRECTION(COUNTERSINK BOLTS PER14/S601)

STANDOFF 1" TOMATCH POST POSTDIMENSIONS

EMBED Ð"x18"x1'-6"W/ (4)Ô"ø x 6" STUDS@ 12"oc EA. WAY

Ì

Ì

(5)#5 x 4'-0" BOT. EA.WAY CTRD. ON POST EAST/WEST

4"2" 2"

2"4"

4"

4242 6801

Î" MAX GAP.

4"4"2"

4"4"

4"4"

2"

4"

2" 4" 5" 2"4"

4"

2"

11

2

2

3

BEAM PER PLAN

INSTALL VERTICALLYORIENTED SHORT SLOTHOLES IN TOP ROW OF

KERF Ð" W/ (8)Ô"øBOLTS (COUNTERSINK

DAP BEAM FOR Ì

BRG. Ô" x (BEAMWIDTH - 2") x (POST

INSTALL VERT ORIENTEDSHORT SLOTTED HOLESIN TOP ROW

KERF Ð" W/ (4)Ô"øBOLTS (COUNTERSINK

KERF Ð" W/ (2)Ô"øBOLTS (COUNTERSINK

POST

BOLTS PER 14/S601)

CONDITIONBEAMS ARE SAME DEPTH

CONDITION AT BEAM ENDSSEE CONDITION FOR CALLOUTS IN COMMON

BEARING Ô" x

BEAM PER PLAN

POST

CONDITION TWO DIFFERENT BEAM DEPTHSSEE CONDITION FOR CALLOUTS IN COMMON

(BEAM WIDTH - 3")

'S & BOLTING PER14/S601 (CONDITION A)

BOLTS PER 14/S601)KERF Ð" W/ (4)Ô"øBOLTS (COUNTERSINKBOLTS PER 14/S601)

TOP 1" x (INCOMINGBEAM WIDTH - 3") (DAPBEAM FOR )

POST

WIDTH)

POST PER PLANÌ

cjp

STOP TOP OF UPTURNEDBEAM PORTION PER19/S601 OR 20/S602 ATPOST FACE WHEREOCCURS

BOLTS PER 14/S601)

4"4"

2"

2" 4" 5"

2" 2"

35 6805

35

ls

CONCRETE TOPPING& REINF. PER PLAN

ACOUSTIC MAT PERARCH'L (WHERE OCCURS)

DLT DECKING PERPLAN

REDUCE DLT DEPTHFOR CHASE WHEREOCCURS PER MECH'L- 10" WIDE x 3" MAX.SIZE (SCREW REINF.PER DLT MFR. ASREQD.)

Ð"x6" PLYWOOD SPLINEW/ 10d @ 8"oc EA. SIDEOF JOINT

GAP PER DLT MFR.FOR WOODEXPANSION (Ô" MAX.)

EXTEND REINF. PER42/S301

CONSTRUCTION JOINTLOCATIONS TO BEDETERMINED BY CONTR.SUBMIT PROPOSED LOC.TO ENGINEER ANDARCHITECT FOR REVIEW &APPROVAL PRIOR TOPOURING SLAB

TYPICAL DLT DECKING SPLINE 77 6800

FOR CALL-OUTSIN COMMON SEEDETAIL

1"

BEAM PER PLAN

(2) ROWS OF Î"ø x5Ð" SWG ASSY VGSCREWS @ 12"oc

21/S601

DLT DECKING SPLINE OVER BEAMDLT DECKING CONT. OVER BEAM

BEAM BEAM

1818 5808

3" MIN.

1"

3/8"ø x 12Ò" SWGASSY 3.0 SCREWS @12"oc - EA. SIDE OFPANEL JOINT

BEAM PER PLAN

Ð" MAX. GAP

DLT DECKING SPLINE OVER BEAMDLT DECKING CONT. OVER BEAM

DLT DECKING &TOPPING PER PLAN(ORIENTATIONVARIES)

PLYWOOD SPLINEPER 7/S601

BEAM BEAM

3/8"ø x 12Ò" SWGASSY 3.0 SCREWS @12"oc

(2) ROWS OF Ì"ø x 5"SDS SCREWS @ 18"oc- STAGGER EA. SIDEOF JOINT

Ì"ø x 5" SDS SCREWS@ 18"oc

2121 6803

8"

EQ.

EQ.

5"

EQ. 5" EQ.

PLAN

PLAN

Ö"ø x 1'-0" THREADEDROD IN ×"ø HOLE

Ð"x8"x0'-8" W/

Ð" MIN., Ô" MAX. GROUT3"ø GROUTED HOLES

SLAB PER PLAN

(2)Ò"ø x 8" D2L'SÌ

COLUMN PER PLAN (COUNTERSINK)

COLUMN

22No beam for thisproject

wood block fastenedto ledger angle. steelcould be exposed ifpainted for a 1-hr firerating

Sample Wood Details6.11.19

Project Overview

Weave Geode Living Room Civic PortalMasterplan Whatcom Washington Sammamish Chelan

Sammamish Village

TOTAL 782,000 SF

TOTAL 842,000 SF

WASHINGTON

SAMMAMISH

Campus-wide diagram illustrating proposed villages.

156t

h Av

e

157t

h Pl

Bel-Re

d Rd

SR-5

20

31st St

36th St

157t

h Av

e

159t

h Av

e

163r

d Av

e

37

G37

36Q

TOTAL 264,000 SFCHELAN

R

A

N

B

C

D

EF

H

G

I

J

K

L

PO

TOTAL 153,000 SFJEWEL BOX

TOTAL 940,180 SFWHATCOM

* Microsoft reserves the right to change village boundaries in the future.

0 100 200 500N

Microsoft Campus Refresh Master Plan Guidelines | 2018 April 23 | 23

TOTAL 782,000 SF

TOTAL 842,000 SF

WASHINGTON

SAMMAMISH

Campus-wide diagram illustrating proposed villages.

156t

h Av

e

157t

h Pl

Bel-Re

d Rd

SR-5

20

31st St

36th St

157t

h Av

e

159t

h Av

e

163r

d Av

e

37

G37

36Q

TOTAL 264,000 SFCHELAN

R

A

N

B

C

D

EF

H

G

I

J

K

L

PO

TOTAL 153,000 SFJEWEL BOX

TOTAL 940,180 SFWHATCOM

* Microsoft reserves the right to change village boundaries in the future.

0 100 200 500N

Microsoft Campus Refresh Master Plan Guidelines | 2018 April 23 | 23

TOTAL 782,000 SF

TOTAL 842,000 SF

WASHINGTON

SAMMAMISH

Campus-wide diagram illustrating proposed villages.

156t

h Av

e

157t

h Pl

Bel-Re

d Rd

SR-5

20

31st St

36th St

157t

h Av

e

159t

h Av

e

163r

d Av

e

37

G37

36Q

TOTAL 264,000 SFCHELAN

R

A

N

B

C

D

EF

H

G

I

J

K

L

PO

TOTAL 153,000 SFJEWEL BOX

TOTAL 940,180 SFWHATCOM

* Microsoft reserves the right to change village boundaries in the future.

0 100 200 500N

Microsoft Campus Refresh Master Plan Guidelines | 2018 April 23 | 23

TOTAL 782,000 SF

TOTAL 842,000 SF

WASHINGTON

SAMMAMISH

Campus-wide diagram illustrating proposed villages.

156t

h Av

e

157t

h Pl

Bel-Re

d Rd

SR-5

20

31st St

36th St

157t

h Av

e

159t

h Av

e

163r

d Av

e

37

G37

36Q

TOTAL 264,000 SFCHELAN

R

A

N

B

C

D

EF

H

G

I

J

K

L

PO

TOTAL 153,000 SFJEWEL BOX

TOTAL 940,180 SFWHATCOM

* Microsoft reserves the right to change village boundaries in the future.

0 100 200 500N

Microsoft Campus Refresh Master Plan Guidelines | 2018 April 23 | 23

TOTAL 782,000 SF

TOTAL 842,000 SF

WASHINGTON

SAMMAMISH

Campus-wide diagram illustrating proposed villages.

156t

h Av

e

157t

h Pl

Bel-Re

d Rd

SR-5

20

31st St

36th St

157t

h Av

e

159t

h Av

e

163r

d Av

e

37

G37

36Q

TOTAL 264,000 SFCHELAN

R

A

N

B

C

D

EF

H

G

I

J

K

L

PO

TOTAL 153,000 SFJEWEL BOX

TOTAL 940,180 SFWHATCOM

* Microsoft reserves the right to change village boundaries in the future.

0 100 200 500N

Microsoft Campus Refresh Master Plan Guidelines | 2018 April 23 | 23

TOTAL 782,000 SF

TOTAL 842,000 SF

WASHINGTON

SAMMAMISH

Campus-wide diagram illustrating proposed villages.

156t

h Av

e

157t

h Pl

Bel-Re

d Rd

SR-5

20

31st St

36th St

157t

h Av

e

159t

h Av

e

163r

d Av

e

37

G37

36Q

TOTAL 264,000 SFCHELAN

R

A

N

B

C

D

EF

H

G

I

J

K

L

PO

TOTAL 153,000 SFJEWEL BOX

TOTAL 940,180 SFWHATCOM

* Microsoft reserves the right to change village boundaries in the future.

0 100 200 500N

Microsoft Campus Refresh Master Plan Guidelines | 2018 April 23 | 23

NE 31ST ST

156TH AVE N

E

Sammamish Village

Current Masterplan

BUILDING R

WASHINGTON

SAMMAMISH

WHATCOM CHELAN

Sammamish Village

Village Overview

NE 31ST ST

156TH AVE N

E

TOTAL 782,000 SF

TOTAL 842,000 SF

WASHINGTON

SAMMAMISH

Campus-wide diagram illustrating proposed villages.

156t

h Av

e

157t

h Pl

Bel-Re

d Rd

SR-5

20

31st St

36th St

157t

h Av

e

159t

h Av

e

163r

d Av

e

37

G37

36Q

TOTAL 264,000 SFCHELAN

R

A

N

B

C

D

EF

H

G

I

J

K

L

PO

TOTAL 153,000 SFJEWEL BOX

TOTAL 940,180 SFWHATCOM

* Microsoft reserves the right to change village boundaries in the future.

0 100 200 500N

Microsoft Campus Refresh Master Plan Guidelines | 2018 April 23 | 23

0 50 100 200

Sammamish Village

Building ElementsNE 31ST ST

156TH AVE NE

Office Buildings

Sammamish Village

Building ElementsNE 31ST ST

156TH AVE NE

Sammamish Village

Building Elements

Living Rooms

Dens

NE 31ST ST

156TH AVE NE

Sammamish Village

Building Elements

Village Amenities

NE 31ST ST

156TH AVE NE

Concept

Concept Diagram: Inverse Density cut by Calm Horizontal

Concept Image: Nisqually River cuts through the dense forest, revealing Mt. Rainier

Sammamish Village

Inverse Density

Developing on the theme of Sammamish as the Forest Village, with Buildings 212, 213, 214 & 215 nestled between the forest and the Campus Edge, the Inverse Density diagram is reminiscent of the natural landscape of the Pacific Northwest.

Using the Inverse Density diagram to represent the forest on the Office Heads, the Office Link takes on the Calm Horizontal of the river, cutting through the forest and revealing the Building Entries and Living Rooms.

Setting the Living Rooms and Dens within the clearings provides access to light, views, and the outdoors, as well as providing a distinct differentiation in articulation across the building, breaking down the building massing.

NE 31ST ST

Living Rooms

NE 31ST ST

Dens

Timber Considerations • Structural Comparison • Concrete • Steel • Timber • Hybrid • Use Type and Occupancy • Fire Proofing • CLT or DLT

STRUCTURAL SYSTEM OPTIONS

SYSTEMDESCRIPTION

LATERAL SYSTEM OPTIONS

/ +/-30’ x +/-30’ column grid/ 5 1/2” thick concrete-filled metal deck / 16” to 21” deep wide flange beams/ Wide flange columns/ Fireproofed structure, if lightweight concrete fill no spray on soffit

/ Perimeter steel braced frames (conventional or BRBF)/ Moment frames/ Steel plate shear walls/ Concrete shear walls/ Dual systems

/ +/-25’ x +/-40’ column grid/ 2 1/4” - 3 1/2” concrete topping over 7 ply CLT panels or 2x10 DLT panels (total slab depth = 11 1/2”-13 1/2”)/ 18” to 24” deep wide flange beams/ Wide flange columns/ Varying amount of fireproofing con-crete fill no spray on soffit

/ Perimeter steel braced frames (conventional or BRBF)/ Interior shear wall cores/ Dual systems

/ +/-20’ x +/- 28’ column grid/ 2 1/4”-3 1/2”: concrete topping over 7 ply CLT panels or 2x10 DLT panels (total slab depth = 11 1/2”-13 1/2”)/ 30”-36” deep glulam beams/ Timber columns

/ Perimeter steel braced frames (conventional or BRBF)

/ +/-30’ x +/-30’ column grid/ 9” thick PT concrete slabs/ Concrete columns

/ Interior shear wall cores/ Dual systems

Carbon leadership *(story potential)

Efficient use of materials (quantity) Structural eight impacts on lateral system & foundation costs

Energy performance impact

Embodied carbon

OPERATIONAL AND

EMbODIED CARbON

HEALTHY wORkPLACE Serviceability acoustics

Serviceability vibration

Serviceability floor flatness

Red list / ingredient impacts

Experiences: Biophilic connection with nature

Space planning impact Flexibility bay sizes

Systems: Comfort improvement

Systems: Daylighting impact

Health/social impactSourcing practices

CLT/DLT PANELS & TOPPING W/

STEEL WF BEAMS& GIRDERS

CONCRETE ON METALDECK W/ STEEL WF BEAMS &

INTERMEDIATE SPAN GIRDERS

CONCRETE PT SLAB

CLT/DLT PANELS & TOPPING W/

GLULAM BEAMS

PRIOTIzE THE EMPLOYEE

bRIDgE THE buILT & NATuRAL

ENvIRONMENT

DESIgN fOR LONgEvITY

ExEMPLIfY OPERATIONAL ExCELLENCE

bE MEMORAbLE

TREAD LIgHTLY

wALk (AND bIkE) THE TALk

SHOwCASE MICROSOfT

TECHNOLOgY

ExCELLENT

vERY gOOD

gOOD

fAIR

POOR

STRUCTURAL SYSTEM OPTIONS

SYSTEMDESCRIPTION

LATERAL SYSTEM OPTIONS

/ +/-30’ x +/-30’ column grid/ 5 1/2” thick concrete-filled metal deck / 16” to 21” deep wide flange beams/ Wide flange columns/ Fireproofed structure, if lightweight concrete fill no spray on soffit

/ Perimeter steel braced frames (conventional or BRBF)/ Moment frames/ Steel plate shear walls/ Concrete shear walls/ Dual systems

/ +/-25’ x +/-40’ column grid/ 2 1/4” - 3 1/2” concrete topping over 7 ply CLT panels or 2x10 DLT panels (total slab depth = 11 1/2”-13 1/2”)/ 18” to 24” deep wide flange beams/ Wide flange columns/ Varying amount of fireproofing con-crete fill no spray on soffit

/ Perimeter steel braced frames (conventional or BRBF)/ Interior shear wall cores/ Dual systems

/ +/-20’ x +/- 28’ column grid/ 2 1/4”-3 1/2”: concrete topping over 7 ply CLT panels or 2x10 DLT panels (total slab depth = 11 1/2”-13 1/2”)/ 30”-36” deep glulam beams/ Timber columns

/ Perimeter steel braced frames (conventional or BRBF)

/ +/-30’ x +/-30’ column grid/ 9” thick PT concrete slabs/ Concrete columns

/ Interior shear wall cores/ Dual systems

Carbon leadership *(story potential)

Efficient use of materials (quantity) Structural eight impacts on lateral system & foundation costs

Energy performance impact

Embodied carbon

OPERATIONAL AND

EMbODIED CARbON

HEALTHY wORkPLACE Serviceability acoustics

Serviceability vibration

Serviceability floor flatness

Red list / ingredient impacts

Experiences: Biophilic connection with nature

Space planning impact Flexibility bay sizes

Systems: Comfort improvement

Systems: Daylighting impact

Health/social impactSourcing practices

CLT/DLT PANELS & TOPPING W/

STEEL WF BEAMS& GIRDERS

CONCRETE ON METALDECK W/ STEEL WF BEAMS &

INTERMEDIATE SPAN GIRDERS

CONCRETE PT SLAB

CLT/DLT PANELS & TOPPING W/

GLULAM BEAMS

PRIOTIzE THE EMPLOYEE

bRIDgE THE buILT & NATuRAL

ENvIRONMENT

DESIgN fOR LONgEvITY

ExEMPLIfY OPERATIONAL ExCELLENCE

bE MEMORAbLE

TREAD LIgHTLY

wALk (AND bIkE) THE TALk

SHOwCASE MICROSOfT

TECHNOLOgY

ExCELLENT

vERY gOOD

gOOD

fAIR

POOR

STRUCTURAL SYSTEM OPTIONS

SYSTEMDESCRIPTION

LATERAL SYSTEM OPTIONS

/ +/-30’ x +/-30’ column grid/ 5 1/2” thick concrete-filled metal deck / 16” to 21” deep wide flange beams/ Wide flange columns/ Fireproofed structure, if lightweight concrete fill no spray on soffit

/ Perimeter steel braced frames (conventional or BRBF)/ Moment frames/ Steel plate shear walls/ Concrete shear walls/ Dual systems

/ +/-25’ x +/-40’ column grid/ 2 1/4” - 3 1/2” concrete topping over 7 ply CLT panels or 2x10 DLT panels (total slab depth = 11 1/2”-13 1/2”)/ 18” to 24” deep wide flange beams/ Wide flange columns/ Varying amount of fireproofing con-crete fill no spray on soffit

/ Perimeter steel braced frames (conventional or BRBF)/ Interior shear wall cores/ Dual systems

/ +/-20’ x +/- 28’ column grid/ 2 1/4”-3 1/2”: concrete topping over 7 ply CLT panels or 2x10 DLT panels (total slab depth = 11 1/2”-13 1/2”)/ 30”-36” deep glulam beams/ Timber columns

/ Perimeter steel braced frames (conventional or BRBF)

/ +/-30’ x +/-30’ column grid/ 9” thick PT concrete slabs/ Concrete columns

/ Interior shear wall cores/ Dual systems

Carbon leadership *(story potential)

Efficient use of materials (quantity) Structural eight impacts on lateral system & foundation costs

Energy performance impact

Embodied carbon

OPERATIONAL AND

EMbODIED CARbON

HEALTHY wORkPLACE Serviceability acoustics

Serviceability vibration

Serviceability floor flatness

Red list / ingredient impacts

Experiences: Biophilic connection with nature

Space planning impact Flexibility bay sizes

Systems: Comfort improvement

Systems: Daylighting impact

Health/social impactSourcing practices

CLT/DLT PANELS & TOPPING W/

STEEL WF BEAMS& GIRDERS

CONCRETE ON METALDECK W/ STEEL WF BEAMS &

INTERMEDIATE SPAN GIRDERS

CONCRETE PT SLAB

CLT/DLT PANELS & TOPPING W/

GLULAM BEAMS

PRIOTIzE THE EMPLOYEE

bRIDgE THE buILT & NATuRAL

ENvIRONMENT

DESIgN fOR LONgEvITY

ExEMPLIfY OPERATIONAL ExCELLENCE

bE MEMORAbLE

TREAD LIgHTLY

wALk (AND bIkE) THE TALk

SHOwCASE MICROSOfT

TECHNOLOgY

ExCELLENT

vERY gOOD

gOOD

fAIR

POOR

STRUCTURAL SYSTEM OPTIONS

SYSTEMDESCRIPTION

LATERAL SYSTEM OPTIONS

/ +/-30’ x +/-30’ column grid/ 5 1/2” thick concrete-filled metal deck / 16” to 21” deep wide flange beams/ Wide flange columns/ Fireproofed structure, if lightweight concrete fill no spray on soffit

/ Perimeter steel braced frames (conventional or BRBF)/ Moment frames/ Steel plate shear walls/ Concrete shear walls/ Dual systems

/ +/-25’ x +/-40’ column grid/ 2 1/4” - 3 1/2” concrete topping over 7 ply CLT panels or 2x10 DLT panels (total slab depth = 11 1/2”-13 1/2”)/ 18” to 24” deep wide flange beams/ Wide flange columns/ Varying amount of fireproofing con-crete fill no spray on soffit

/ Perimeter steel braced frames (conventional or BRBF)/ Interior shear wall cores/ Dual systems

/ +/-20’ x +/- 28’ column grid/ 2 1/4”-3 1/2”: concrete topping over 7 ply CLT panels or 2x10 DLT panels (total slab depth = 11 1/2”-13 1/2”)/ 30”-36” deep glulam beams/ Timber columns

/ Perimeter steel braced frames (conventional or BRBF)

/ +/-30’ x +/-30’ column grid/ 9” thick PT concrete slabs/ Concrete columns

/ Interior shear wall cores/ Dual systems

Carbon leadership *(story potential)

Efficient use of materials (quantity) Structural eight impacts on lateral system & foundation costs

Energy performance impact

Embodied carbon

OPERATIONAL AND

EMbODIED CARbON

HEALTHY wORkPLACE Serviceability acoustics

Serviceability vibration

Serviceability floor flatness

Red list / ingredient impacts

Experiences: Biophilic connection with nature

Space planning impact Flexibility bay sizes

Systems: Comfort improvement

Systems: Daylighting impact

Health/social impactSourcing practices

CLT/DLT PANELS & TOPPING W/

STEEL WF BEAMS& GIRDERS

CONCRETE ON METALDECK W/ STEEL WF BEAMS &

INTERMEDIATE SPAN GIRDERS

CONCRETE PT SLAB

CLT/DLT PANELS & TOPPING W/

GLULAM BEAMS

PRIOTIzE THE EMPLOYEE

bRIDgE THE buILT & NATuRAL

ENvIRONMENT

DESIgN fOR LONgEvITY

ExEMPLIfY OPERATIONAL ExCELLENCE

bE MEMORAbLE

TREAD LIgHTLY

wALk (AND bIkE) THE TALk

SHOwCASE MICROSOfT

TECHNOLOgY

ExCELLENT

vERY gOOD

gOOD

fAIR

POOR

Sammamish Village

Considerations - Structural Comparison

28.50 16.75 28.5037.75

28.50 16.75 28.5037.75

28.50 16.75 28.5037.75

10.3

8

16.75

13.5

0

11.2

912

.75

9.38

13.5

0

37.75

13.5

0

0.75

28.50

13.5

0

28.50

Concrete PT Slab

CLT/DLT Panels, Glulam Beams

CLT/DLT Panels, Steel Beams

Concrete on Metal Deck, Steel Beams

L

PHONE

focus

focus

PHONE

CO

PY

M

Kitchen

S

S

WCs

PHONE

PHONE

PHONE

PHONE

SM

Proj Team

Proj Team

Proj Team

Proj Team

S

Wellness

Proj Team

Proj Team

CO

PY

360.00

18.75 13.0021.00 18.25 30.00

30.00 15.25 21.00 15.25 30.00

105.00

30.00

45.00

150.00

15.00

19.00

30.00

255.00

30.00

Test-fit Plan : Concrete

Test-fit Section : Concrete

28.50 16.75 28.5037.75

28.50 16.75 28.5037.75

28.50 16.75 28.5037.75

10.3

8

16.75

13.5

0

11.2

912

.75

9.38

13.5

0

37.75

13.5

0

0.75

28.50

13.5

0

28.50

Concrete PT Slab

CLT/DLT Panels, Glulam Beams

CLT/DLT Panels, Steel Beams

Concrete on Metal Deck, Steel Beams

L

PHONE

focus

focus

PHONE

CO

PY

M

Kitchen

S

S

WCs

PHONE

PHONE

PHONE

PHONE

SM

Proj Team

Proj Team

Proj Team

Proj Team

S

Wellness

Proj Team

Proj Team

CO

PY

Test-fit Plan : CLT / DLT & Glulam Beams

Test-fit Section : CLT / DLT & Glulam Beams

28.50 16.75 28.5037.75

28.50 16.75 28.5037.75

28.50 16.75 28.5037.75

10.3

8

16.75

13.5

0

11.2

912

.75

9.38

13.5

0

37.75

13.5

0

0.75

28.50

13.5

0

28.50

Concrete PT Slab

CLT/DLT Panels, Glulam Beams

CLT/DLT Panels, Steel Beams

Concrete on Metal Deck, Steel Beams

Proj Team

Proj Team

Proj Team

S

Wellness

Proj Team

Proj Team

CO

PY

L

PHONE

focus

focus

PHONE

CO

PY

M

Kitchen

S

S

WCs

PHONE

PHONE

PHONE

PHONE

SM

Proj Team

36.25

30.0015.00

150.00

45.00

30.00

105.00

360.00

255.00

30.0015.2530.00

30.0018.2519.0021.00 13.0018.7530.00

Test-fit Plan : Steel

Test-fit Section : Steel

28.50 16.75 28.5037.75

28.50 16.75 28.5037.75

28.50 16.75 28.5037.75

10.3

8

16.75

13.5

0

11.2

912

.75

9.38

13.5

0

37.75

13.5

0

0.75

28.50

13.5

0

28.50

Concrete PT Slab

CLT/DLT Panels, Glulam Beams

CLT/DLT Panels, Steel Beams

Concrete on Metal Deck, Steel Beams

L

PHONE

focus

focus

PHONE

CO

PY

M

Kitchen

S

S

WCs

PHONE

PHONE

PHONE

PHONE

SM

Proj Team

Proj Team

Proj Team

Proj Team

S

Wellness

Proj Team

Proj Team

CO

PY

Test-fit Plan : CLT / DLT & Steel Beams

Test-fit Section : CLT / DLT & Steel Beams

Sammamish Village

Considerations - Structural Comparison

Sammamish Village

Considerations - Use Type & Occupancy

"A" Occupancy

Less than or Equal to 4 floors

L1

L2

L3

L4

"B" Occupancy

Less than or Equal to 6 floors

L1

L2

L3

L4

Sammamish:

• Principally "B" Occupancy • Less than or Equal to 5 floors• Gathering spaces are below 750sf AND / OR• Gathering spaces are below 10% floor area

L1

L2

L3

L4

L5

L6

L5

Sammamish Village

Considerations - Fire Proofing

Photo credit: Arup / thinkwood.com

Sammamish Village

CLT or DLT?

• DLT is a one-way span system, resulting in a greater span, with less depth, giving a taller floor to ceiling.

• Electrical can be routed through the DLT Panel.

• DLT Boards run perpendicular to the Glulam Beams, creating visual interest from below.

• Design Team's aesthetic preferences.

Proposed System

28.50 16.75 28.5037.75

28.50 16.75 28.5037.75

28.50 16.75 28.5037.75

10.3

8

16.75

13.5

0

11.2

912

.75

9.38

13.5

0

37.75

13.5

0

0.75

28.50

13.5

0

28.50

Concrete PT Slab

CLT/DLT Panels, Glulam Beams

CLT/DLT Panels, Steel Beams

Concrete on Metal Deck, Steel Beams

CLT / DLT & Steel Beams

28.50 16.75 28.5037.75

28.50 16.75 28.5037.75

28.50 16.75 28.5037.75

10.3

8

16.75

13.5

0

11.2

912

.75

9.38

13.5

0

37.75

13.5

0

0.75

28.50

13.5

0

28.50

Concrete PT Slab

CLT/DLT Panels, Glulam Beams

CLT/DLT Panels, Steel Beams

Concrete on Metal Deck, Steel Beams

CLT / DLT & Glulam Beams

Amenity "pop outs"

"Living Rooms"

Sammamish Village

Proposed System

Mass Timber Deck with Concrete topping slab to create diaphragm / vibration control,Glulam Beams & Glulam Columns

Post-tension flat Concrete Slab,Concrete Columns

Sammamish Village

Proposed System

LEVEL 1

LEVEL 2

LEVEL 3

LEVEL 4

LEVEL 5

ROOF

110'

35'35'Sammamish Village

Proposed System

O

UOU

NRG

DTH

EEL

ERI

N

NC

LP

801 SECOND AVENUE, SUITE 900

(206) 343-0460

SEATTLE, WA 98104

www.cplinc.com

NOT FOR CONSTRUCTION

Sheet Title/Number

Status

Senior Project Manager

Development Manager

Project Manager

Quality Control Reviewer

Quality Control FF&E

No. Date

Revisions

Description

M.S. Project No.

ARCH. Project No.

Microsoft Mechanical Engineer

Microsoft Cable Engineer

Microsoft Electrical Engineer

Engineering Manager

Security Manager

Project Planner

Project Manager

FF&E

CUSTOMER

PROJECT MANAGEMENT

Approvals

OPERATIONS

Checked

Design

Drawn

Design Team

Registration

Date

Date

Issuance

6/4/

2019

5:4

6:01

PM

C:\R

evit

Loca

l\201

9\G

7001

2-34

_S-S

TRU

_mat

tm@

cplin

c.co

m.rv

t

WOOD DETAILS

S-F602

CAMPUS MODERNIZATIONSAMMAMISH VILLAGE

1 MICROSOFT WAY,REDMOND, WA 98052

Designer

MRM

Checker

S180025-02

05/31/2019 70% DD

BUILDING 215

215

1 2 3 4 5 6

7 8 9 10 11 12

13 14 15 16 17 18

19 20 21 22 23 24

25 26 27 28 29 30

COLUMN BEYOND

LEDGER Ù

CONCRETE EDGE BEAMPER PLAN

MASS TIMBER PANEL &CONCRETE TOPPINGPER PLAN

STEEL EMBED @ 6'-0"oc

COLUMNBEYOND

TAPERED WT9 @5'-0"oc

GUARDRAIL

TIMBERDECKING

24

3030 3600

31,32,33,34

24 3601

31,32,33,34

12" column widthtbd

Most

likely

will c

hang

e

with o

utloo

k red

esign

12" column widthtbd

POST/CONN.

POST PER PLAN

SLAB & REINF. PER PLAN

KERF Ð" W/ (4)Ô"øBOLTS - ORIENT BOLTS INNORTH/SOUTH DIRECTION(COUNTERSINK BOLTS PER14/S601)

STANDOFF 1" TOMATCH POST POSTDIMENSIONS

EMBED Ð"x18"x1'-6"W/ (4)Ô"ø x 6" STUDS@ 12"oc EA. WAY

Ì

Ì

(5)#5 x 4'-0" BOT. EA.WAY CTRD. ON POST EAST/WEST

4"2" 2"

2"4"

4"

4242 6801

Î" MAX GAP.

4"4"2"

4"4"

4"4"

2"

4"

2" 4" 5" 2"4"

4"

2"

11

2

2

3

BEAM PER PLAN

INSTALL VERTICALLYORIENTED SHORT SLOTHOLES IN TOP ROW OF

KERF Ð" W/ (8)Ô"øBOLTS (COUNTERSINK

DAP BEAM FOR Ì

BRG. Ô" x (BEAMWIDTH - 2") x (POST

INSTALL VERT ORIENTEDSHORT SLOTTED HOLESIN TOP ROW

KERF Ð" W/ (4)Ô"øBOLTS (COUNTERSINK

KERF Ð" W/ (2)Ô"øBOLTS (COUNTERSINK

POST

BOLTS PER 14/S601)

CONDITIONBEAMS ARE SAME DEPTH

CONDITION AT BEAM ENDSSEE CONDITION FOR CALLOUTS IN COMMON

BEARING Ô" x

BEAM PER PLAN

POST

CONDITION TWO DIFFERENT BEAM DEPTHSSEE CONDITION FOR CALLOUTS IN COMMON

(BEAM WIDTH - 3")

'S & BOLTING PER14/S601 (CONDITION A)

BOLTS PER 14/S601)KERF Ð" W/ (4)Ô"øBOLTS (COUNTERSINKBOLTS PER 14/S601)

TOP 1" x (INCOMINGBEAM WIDTH - 3") (DAPBEAM FOR )

POST

WIDTH)

POST PER PLANÌ

cjp

STOP TOP OF UPTURNEDBEAM PORTION PER19/S601 OR 20/S602 ATPOST FACE WHEREOCCURS

BOLTS PER 14/S601)

4"4"

2"

2" 4" 5"

2" 2"

35 6805

35

ls

CONCRETE TOPPING& REINF. PER PLAN

ACOUSTIC MAT PERARCH'L (WHERE OCCURS)

DLT DECKING PERPLAN

REDUCE DLT DEPTHFOR CHASE WHEREOCCURS PER MECH'L- 10" WIDE x 3" MAX.SIZE (SCREW REINF.PER DLT MFR. ASREQD.)

Ð"x6" PLYWOOD SPLINEW/ 10d @ 8"oc EA. SIDEOF JOINT

GAP PER DLT MFR.FOR WOODEXPANSION (Ô" MAX.)

EXTEND REINF. PER42/S301

CONSTRUCTION JOINTLOCATIONS TO BEDETERMINED BY CONTR.SUBMIT PROPOSED LOC.TO ENGINEER ANDARCHITECT FOR REVIEW &APPROVAL PRIOR TOPOURING SLAB

TYPICAL DLT DECKING SPLINE 77 6800

FOR CALL-OUTSIN COMMON SEEDETAIL

1"

BEAM PER PLAN

(2) ROWS OF Î"ø x5Ð" SWG ASSY VGSCREWS @ 12"oc

21/S601

DLT DECKING SPLINE OVER BEAMDLT DECKING CONT. OVER BEAM

BEAM BEAM

1818 5808

3" MIN.

1"

3/8"ø x 12Ò" SWGASSY 3.0 SCREWS @12"oc - EA. SIDE OFPANEL JOINT

BEAM PER PLAN

Ð" MAX. GAP

DLT DECKING SPLINE OVER BEAMDLT DECKING CONT. OVER BEAM

DLT DECKING &TOPPING PER PLAN(ORIENTATIONVARIES)

PLYWOOD SPLINEPER 7/S601

BEAM BEAM

3/8"ø x 12Ò" SWGASSY 3.0 SCREWS @12"oc

(2) ROWS OF Ì"ø x 5"SDS SCREWS @ 18"oc- STAGGER EA. SIDEOF JOINT

Ì"ø x 5" SDS SCREWS@ 18"oc

2121 6803

8"

EQ.

EQ.

5"

EQ. 5" EQ.

PLAN

PLAN

Ö"ø x 1'-0" THREADEDROD IN ×"ø HOLE

Ð"x8"x0'-8" W/

Ð" MIN., Ô" MAX. GROUT3"ø GROUTED HOLES

SLAB PER PLAN

(2)Ò"ø x 8" D2L'SÌ

COLUMN PER PLAN (COUNTERSINK)

COLUMN

22No beam for thisproject

wood block fastenedto ledger angle. steelcould be exposed ifpainted for a 1-hr firerating

Sample Wood Details6.11.19

O

UOU

NRG

DTH

EEL

ERI

N

NC

LP

801 SECOND AVENUE, SUITE 900

(206) 343-0460

SEATTLE, WA 98104

www.cplinc.com

NOT FOR CONSTRUCTION

Sheet Title/Number

Status

Senior Project Manager

Development Manager

Project Manager

Quality Control Reviewer

Quality Control FF&E

No. Date

Revisions

Description

M.S. Project No.

ARCH. Project No.

Microsoft Mechanical Engineer

Microsoft Cable Engineer

Microsoft Electrical Engineer

Engineering Manager

Security Manager

Project Planner

Project Manager

FF&E

CUSTOMER

PROJECT MANAGEMENT

Approvals

OPERATIONS

Checked

Design

Drawn

Design Team

Registration

Date

Date

Issuance

6/4/

2019

5:4

6:01

PM

C:\R

evit

Loca

l\201

9\G

7001

2-34

_S-S

TRU

_mat

tm@

cplin

c.co

m.rv

t

WOOD DETAILS

S-F602

CAMPUS MODERNIZATIONSAMMAMISH VILLAGE

1 MICROSOFT WAY,REDMOND, WA 98052

Designer

MRM

Checker

S180025-02

05/31/2019 70% DD

BUILDING 215

215

1 2 3 4 5 6

7 8 9 10 11 12

13 14 15 16 17 18

19 20 21 22 23 24

25 26 27 28 29 30

COLUMN BEYOND

LEDGER Ù

CONCRETE EDGE BEAMPER PLAN

MASS TIMBER PANEL &CONCRETE TOPPINGPER PLAN

STEEL EMBED @ 6'-0"oc

COLUMNBEYOND

TAPERED WT9 @5'-0"oc

GUARDRAIL

TIMBERDECKING

24

3030 3600

31,32,33,34

24 3601

31,32,33,34

12" column widthtbd

Most

likely

will c

hang

e

with o

utloo

k red

esign

12" column widthtbd

POST/CONN.

POST PER PLAN

SLAB & REINF. PER PLAN

KERF Ð" W/ (4)Ô"øBOLTS - ORIENT BOLTS INNORTH/SOUTH DIRECTION(COUNTERSINK BOLTS PER14/S601)

STANDOFF 1" TOMATCH POST POSTDIMENSIONS

EMBED Ð"x18"x1'-6"W/ (4)Ô"ø x 6" STUDS@ 12"oc EA. WAY

Ì

Ì

(5)#5 x 4'-0" BOT. EA.WAY CTRD. ON POST EAST/WEST

4"2" 2"

2"4"

4"

4242 6801

Î" MAX GAP.

4"4"2"

4"4"

4"4"

2"

4"

2" 4" 5" 2"4"

4"

2"

11

2

2

3

BEAM PER PLAN

INSTALL VERTICALLYORIENTED SHORT SLOTHOLES IN TOP ROW OF

KERF Ð" W/ (8)Ô"øBOLTS (COUNTERSINK

DAP BEAM FOR Ì

BRG. Ô" x (BEAMWIDTH - 2") x (POST

INSTALL VERT ORIENTEDSHORT SLOTTED HOLESIN TOP ROW

KERF Ð" W/ (4)Ô"øBOLTS (COUNTERSINK

KERF Ð" W/ (2)Ô"øBOLTS (COUNTERSINK

POST

BOLTS PER 14/S601)

CONDITIONBEAMS ARE SAME DEPTH

CONDITION AT BEAM ENDSSEE CONDITION FOR CALLOUTS IN COMMON

BEARING Ô" x

BEAM PER PLAN

POST

CONDITION TWO DIFFERENT BEAM DEPTHSSEE CONDITION FOR CALLOUTS IN COMMON

(BEAM WIDTH - 3")

'S & BOLTING PER14/S601 (CONDITION A)

BOLTS PER 14/S601)KERF Ð" W/ (4)Ô"øBOLTS (COUNTERSINKBOLTS PER 14/S601)

TOP 1" x (INCOMINGBEAM WIDTH - 3") (DAPBEAM FOR )

POST

WIDTH)

POST PER PLANÌ

cjp

STOP TOP OF UPTURNEDBEAM PORTION PER19/S601 OR 20/S602 ATPOST FACE WHEREOCCURS

BOLTS PER 14/S601)

4"4"

2"

2" 4" 5"

2" 2"

35 6805

35

ls

CONCRETE TOPPING& REINF. PER PLAN

ACOUSTIC MAT PERARCH'L (WHERE OCCURS)

DLT DECKING PERPLAN

REDUCE DLT DEPTHFOR CHASE WHEREOCCURS PER MECH'L- 10" WIDE x 3" MAX.SIZE (SCREW REINF.PER DLT MFR. ASREQD.)

Ð"x6" PLYWOOD SPLINEW/ 10d @ 8"oc EA. SIDEOF JOINT

GAP PER DLT MFR.FOR WOODEXPANSION (Ô" MAX.)

EXTEND REINF. PER42/S301

CONSTRUCTION JOINTLOCATIONS TO BEDETERMINED BY CONTR.SUBMIT PROPOSED LOC.TO ENGINEER ANDARCHITECT FOR REVIEW &APPROVAL PRIOR TOPOURING SLAB

TYPICAL DLT DECKING SPLINE 77 6800

FOR CALL-OUTSIN COMMON SEEDETAIL

1"

BEAM PER PLAN

(2) ROWS OF Î"ø x5Ð" SWG ASSY VGSCREWS @ 12"oc

21/S601

DLT DECKING SPLINE OVER BEAMDLT DECKING CONT. OVER BEAM

BEAM BEAM

1818 5808

3" MIN.

1"

3/8"ø x 12Ò" SWGASSY 3.0 SCREWS @12"oc - EA. SIDE OFPANEL JOINT

BEAM PER PLAN

Ð" MAX. GAP

DLT DECKING SPLINE OVER BEAMDLT DECKING CONT. OVER BEAM

DLT DECKING &TOPPING PER PLAN(ORIENTATIONVARIES)

PLYWOOD SPLINEPER 7/S601

BEAM BEAM

3/8"ø x 12Ò" SWGASSY 3.0 SCREWS @12"oc

(2) ROWS OF Ì"ø x 5"SDS SCREWS @ 18"oc- STAGGER EA. SIDEOF JOINT

Ì"ø x 5" SDS SCREWS@ 18"oc

2121 6803

8"

EQ.

EQ.

5"

EQ. 5" EQ.

PLAN

PLAN

Ö"ø x 1'-0" THREADEDROD IN ×"ø HOLE

Ð"x8"x0'-8" W/

Ð" MIN., Ô" MAX. GROUT3"ø GROUTED HOLES

SLAB PER PLAN

(2)Ò"ø x 8" D2L'SÌ

COLUMN PER PLAN (COUNTERSINK)

COLUMN

22No beam for thisproject

wood block fastenedto ledger angle. steelcould be exposed ifpainted for a 1-hr firerating

Sample Wood Details6.11.19

O

UOU

NRG

DTH

EEL

ERI

N

NC

LP

801 SECOND AVENUE, SUITE 900

(206) 343-0460

SEATTLE, WA 98104

www.cplinc.com

NOT FOR CONSTRUCTION

Sheet Title/Number

Status

Senior Project Manager

Development Manager

Project Manager

Quality Control Reviewer

Quality Control FF&E

No. Date

Revisions

Description

M.S. Project No.

ARCH. Project No.

Microsoft Mechanical Engineer

Microsoft Cable Engineer

Microsoft Electrical Engineer

Engineering Manager

Security Manager

Project Planner

Project Manager

FF&E

CUSTOMER

PROJECT MANAGEMENT

Approvals

OPERATIONS

Checked

Design

Drawn

Design Team

Registration

Date

Date

Issuance

6/4/

2019

5:4

6:01

PM

C:\R

evit

Loca

l\201

9\G

7001

2-34

_S-S

TRU

_mat

tm@

cplin

c.co

m.rv

t

WOOD DETAILS

S-F602

CAMPUS MODERNIZATIONSAMMAMISH VILLAGE

1 MICROSOFT WAY,REDMOND, WA 98052

Designer

MRM

Checker

S180025-02

05/31/2019 70% DD

BUILDING 215

215

1 2 3 4 5 6

7 8 9 10 11 12

13 14 15 16 17 18

19 20 21 22 23 24

25 26 27 28 29 30

COLUMN BEYOND

LEDGER Ù

CONCRETE EDGE BEAMPER PLAN

MASS TIMBER PANEL &CONCRETE TOPPINGPER PLAN

STEEL EMBED @ 6'-0"oc

COLUMNBEYOND

TAPERED WT9 @5'-0"oc

GUARDRAIL

TIMBERDECKING

24

3030 3600

31,32,33,34

24 3601

31,32,33,34

12" column widthtbd

Most

likely

will c

hang

e

with o

utloo

k red

esign

12" column widthtbd

POST/CONN.

POST PER PLAN

SLAB & REINF. PER PLAN

KERF Ð" W/ (4)Ô"øBOLTS - ORIENT BOLTS INNORTH/SOUTH DIRECTION(COUNTERSINK BOLTS PER14/S601)

STANDOFF 1" TOMATCH POST POSTDIMENSIONS

EMBED Ð"x18"x1'-6"W/ (4)Ô"ø x 6" STUDS@ 12"oc EA. WAY

Ì

Ì

(5)#5 x 4'-0" BOT. EA.WAY CTRD. ON POST EAST/WEST

4"2" 2"

2"4"

4"

4242 6801

Î" MAX GAP.

4"4"2"

4"4"

4"4"

2"

4"

2" 4" 5" 2"4"

4"

2"

11

2

2

3

BEAM PER PLAN

INSTALL VERTICALLYORIENTED SHORT SLOTHOLES IN TOP ROW OF

KERF Ð" W/ (8)Ô"øBOLTS (COUNTERSINK

DAP BEAM FOR Ì

BRG. Ô" x (BEAMWIDTH - 2") x (POST

INSTALL VERT ORIENTEDSHORT SLOTTED HOLESIN TOP ROW

KERF Ð" W/ (4)Ô"øBOLTS (COUNTERSINK

KERF Ð" W/ (2)Ô"øBOLTS (COUNTERSINK

POST

BOLTS PER 14/S601)

CONDITIONBEAMS ARE SAME DEPTH

CONDITION AT BEAM ENDSSEE CONDITION FOR CALLOUTS IN COMMON

BEARING Ô" x

BEAM PER PLAN

POST

CONDITION TWO DIFFERENT BEAM DEPTHSSEE CONDITION FOR CALLOUTS IN COMMON

(BEAM WIDTH - 3")

'S & BOLTING PER14/S601 (CONDITION A)

BOLTS PER 14/S601)KERF Ð" W/ (4)Ô"øBOLTS (COUNTERSINKBOLTS PER 14/S601)

TOP 1" x (INCOMINGBEAM WIDTH - 3") (DAPBEAM FOR )

POST

WIDTH)

POST PER PLANÌ

cjp

STOP TOP OF UPTURNEDBEAM PORTION PER19/S601 OR 20/S602 ATPOST FACE WHEREOCCURS

BOLTS PER 14/S601)

4"4"

2"

2" 4" 5"

2" 2"

35 6805

35

ls

CONCRETE TOPPING& REINF. PER PLAN

ACOUSTIC MAT PERARCH'L (WHERE OCCURS)

DLT DECKING PERPLAN

REDUCE DLT DEPTHFOR CHASE WHEREOCCURS PER MECH'L- 10" WIDE x 3" MAX.SIZE (SCREW REINF.PER DLT MFR. ASREQD.)

Ð"x6" PLYWOOD SPLINEW/ 10d @ 8"oc EA. SIDEOF JOINT

GAP PER DLT MFR.FOR WOODEXPANSION (Ô" MAX.)

EXTEND REINF. PER42/S301

CONSTRUCTION JOINTLOCATIONS TO BEDETERMINED BY CONTR.SUBMIT PROPOSED LOC.TO ENGINEER ANDARCHITECT FOR REVIEW &APPROVAL PRIOR TOPOURING SLAB

TYPICAL DLT DECKING SPLINE 77 6800

FOR CALL-OUTSIN COMMON SEEDETAIL

1"

BEAM PER PLAN

(2) ROWS OF Î"ø x5Ð" SWG ASSY VGSCREWS @ 12"oc

21/S601

DLT DECKING SPLINE OVER BEAMDLT DECKING CONT. OVER BEAM

BEAM BEAM

1818 5808

3" MIN.

1"

3/8"ø x 12Ò" SWGASSY 3.0 SCREWS @12"oc - EA. SIDE OFPANEL JOINT

BEAM PER PLAN

Ð" MAX. GAP

DLT DECKING SPLINE OVER BEAMDLT DECKING CONT. OVER BEAM

DLT DECKING &TOPPING PER PLAN(ORIENTATIONVARIES)

PLYWOOD SPLINEPER 7/S601

BEAM BEAM

3/8"ø x 12Ò" SWGASSY 3.0 SCREWS @12"oc

(2) ROWS OF Ì"ø x 5"SDS SCREWS @ 18"oc- STAGGER EA. SIDEOF JOINT

Ì"ø x 5" SDS SCREWS@ 18"oc

2121 6803

8"

EQ.

EQ.

5"

EQ. 5" EQ.

PLAN

PLAN

Ö"ø x 1'-0" THREADEDROD IN ×"ø HOLE

Ð"x8"x0'-8" W/

Ð" MIN., Ô" MAX. GROUT3"ø GROUTED HOLES

SLAB PER PLAN

(2)Ò"ø x 8" D2L'SÌ

COLUMN PER PLAN (COUNTERSINK)

COLUMN

22No beam for thisproject

wood block fastenedto ledger angle. steelcould be exposed ifpainted for a 1-hr firerating

Sample Wood Details6.11.19

28.50 16.75 28.5037.75

28.50 16.75 28.5037.75

28.50 16.75 28.5037.75

10.3

8

16.75

13.5

0

11.2

912

.75

9.38

13.5

0

37.75

13.5

0

0.75

28.50

13.5

0

28.50

Concrete PT Slab

CLT/DLT Panels, Glulam Beams

CLT/DLT Panels, Steel Beams

Concrete on Metal Deck, Steel Beams

DLT Deck with Concrete topping & Glulam Beams

O

UOU

NRG

DTH

EEL

ERI

N

NC

LP

801 SECOND AVENUE, SUITE 900

(206) 343-0460

SEATTLE, WA 98104

www.cplinc.com

NOT FOR CONSTRUCTION

Sheet Title/Number

Status

Senior Project Manager

Development Manager

Project Manager

Quality Control Reviewer

Quality Control FF&E

No. Date

Revisions

Description

M.S. Project No.

ARCH. Project No.

Microsoft Mechanical Engineer

Microsoft Cable Engineer

Microsoft Electrical Engineer

Engineering Manager

Security Manager

Project Planner

Project Manager

FF&E

CUSTOMER

PROJECT MANAGEMENT

Approvals

OPERATIONS

Checked

Design

Drawn

Design Team

Registration

Date

Date

Issuance

6/4/

2019

5:4

6:01

PM

C:\R

evit

Loca

l\201

9\G

7001

2-34

_S-S

TRU

_mat

tm@

cplin

c.co

m.rv

t

WOOD DETAILS

S-F602

CAMPUS MODERNIZATIONSAMMAMISH VILLAGE

1 MICROSOFT WAY,REDMOND, WA 98052

Designer

MRM

Checker

S180025-02

05/31/2019 70% DD

BUILDING 215

215

1 2 3 4 5 6

7 8 9 10 11 12

13 14 15 16 17 18

19 20 21 22 23 24

25 26 27 28 29 30

COLUMN BEYOND

LEDGER Ù

CONCRETE EDGE BEAMPER PLAN

MASS TIMBER PANEL &CONCRETE TOPPINGPER PLAN

STEEL EMBED @ 6'-0"oc

COLUMNBEYOND

TAPERED WT9 @5'-0"oc

GUARDRAIL

TIMBERDECKING

24

3030 3600

31,32,33,34

24 3601

31,32,33,34

12" column widthtbd

Most

likely

will c

hang

e

with o

utloo

k red

esign

12" column widthtbd

POST/CONN.

POST PER PLAN

SLAB & REINF. PER PLAN

KERF Ð" W/ (4)Ô"øBOLTS - ORIENT BOLTS INNORTH/SOUTH DIRECTION(COUNTERSINK BOLTS PER14/S601)

STANDOFF 1" TOMATCH POST POSTDIMENSIONS

EMBED Ð"x18"x1'-6"W/ (4)Ô"ø x 6" STUDS@ 12"oc EA. WAY

Ì

Ì

(5)#5 x 4'-0" BOT. EA.WAY CTRD. ON POST EAST/WEST

4"2" 2"

2"4"

4"

4242 6801

Î" MAX GAP.

4"4"2"4"

4"

4"4"

2"

4"

2" 4" 5" 2"4"

4"

2"

11

2

2

3

BEAM PER PLAN

INSTALL VERTICALLYORIENTED SHORT SLOTHOLES IN TOP ROW OF

KERF Ð" W/ (8)Ô"øBOLTS (COUNTERSINK

DAP BEAM FOR Ì

BRG. Ô" x (BEAMWIDTH - 2") x (POST

INSTALL VERT ORIENTEDSHORT SLOTTED HOLESIN TOP ROW

KERF Ð" W/ (4)Ô"øBOLTS (COUNTERSINK

KERF Ð" W/ (2)Ô"øBOLTS (COUNTERSINK

POST

BOLTS PER 14/S601)

CONDITIONBEAMS ARE SAME DEPTH

CONDITION AT BEAM ENDSSEE CONDITION FOR CALLOUTS IN COMMON

BEARING Ô" x

BEAM PER PLAN

POST

CONDITION TWO DIFFERENT BEAM DEPTHSSEE CONDITION FOR CALLOUTS IN COMMON

(BEAM WIDTH - 3")

'S & BOLTING PER14/S601 (CONDITION A)

BOLTS PER 14/S601)KERF Ð" W/ (4)Ô"øBOLTS (COUNTERSINKBOLTS PER 14/S601)

TOP 1" x (INCOMINGBEAM WIDTH - 3") (DAPBEAM FOR )

POST

WIDTH)

POST PER PLANÌ

cjp

STOP TOP OF UPTURNEDBEAM PORTION PER19/S601 OR 20/S602 ATPOST FACE WHEREOCCURS

BOLTS PER 14/S601)

4"4"

2"

2" 4" 5"

2" 2"

35 6805

35

ls

CONCRETE TOPPING& REINF. PER PLAN

ACOUSTIC MAT PERARCH'L (WHERE OCCURS)

DLT DECKING PERPLAN

REDUCE DLT DEPTHFOR CHASE WHEREOCCURS PER MECH'L- 10" WIDE x 3" MAX.SIZE (SCREW REINF.PER DLT MFR. ASREQD.)

Ð"x6" PLYWOOD SPLINEW/ 10d @ 8"oc EA. SIDEOF JOINT

GAP PER DLT MFR.FOR WOODEXPANSION (Ô" MAX.)

EXTEND REINF. PER42/S301

CONSTRUCTION JOINTLOCATIONS TO BEDETERMINED BY CONTR.SUBMIT PROPOSED LOC.TO ENGINEER ANDARCHITECT FOR REVIEW &APPROVAL PRIOR TOPOURING SLAB

TYPICAL DLT DECKING SPLINE 77 6800

FOR CALL-OUTSIN COMMON SEEDETAIL

1"

BEAM PER PLAN

(2) ROWS OF Î"ø x5Ð" SWG ASSY VGSCREWS @ 12"oc

21/S601

DLT DECKING SPLINE OVER BEAMDLT DECKING CONT. OVER BEAM

BEAM BEAM

1818 5808

3" MIN.

1"

3/8"ø x 12Ò" SWGASSY 3.0 SCREWS @12"oc - EA. SIDE OFPANEL JOINT

BEAM PER PLAN

Ð" MAX. GAP

DLT DECKING SPLINE OVER BEAMDLT DECKING CONT. OVER BEAM

DLT DECKING &TOPPING PER PLAN(ORIENTATIONVARIES)

PLYWOOD SPLINEPER 7/S601

BEAM BEAM

3/8"ø x 12Ò" SWGASSY 3.0 SCREWS @12"oc

(2) ROWS OF Ì"ø x 5"SDS SCREWS @ 18"oc- STAGGER EA. SIDEOF JOINT

Ì"ø x 5" SDS SCREWS@ 18"oc

2121 6803

8"

EQ.

EQ.

5"

EQ. 5" EQ.

PLAN

PLAN

Ö"ø x 1'-0" THREADEDROD IN ×"ø HOLE

Ð"x8"x0'-8" W/

Ð" MIN., Ô" MAX. GROUT3"ø GROUTED HOLES

SLAB PER PLAN

(2)Ò"ø x 8" D2L'SÌ

COLUMN PER PLAN (COUNTERSINK)

COLUMN

22No beam for thisproject

wood block fastenedto ledger angle. steelcould be exposed ifpainted for a 1-hr firerating

Sample Wood Details6.11.19

"Living Rooms"DLT & Glulam Beams Typical Details

DLT to Concrete Connection Detail Sketch Glulam to Concrete Detail Sketch

Sammamish Village

Proposed System

O

UOU

NRG

DTH

EEL

ERI

N

NC

LP

801 SECOND AVENUE, SUITE 900

(206) 343-0460

SEATTLE, WA 98104

www.cplinc.com

NOT FOR CONSTRUCTION

Sheet Title/Number

Status

Senior Project Manager

Development Manager

Project Manager

Quality Control Reviewer

Quality Control FF&E

No. Date

Revisions

Description

M.S. Project No.

ARCH. Project No.

Microsoft Mechanical Engineer

Microsoft Cable Engineer

Microsoft Electrical Engineer

Engineering Manager

Security Manager

Project Planner

Project Manager

FF&E

CUSTOMER

PROJECT MANAGEMENT

Approvals

OPERATIONS

Checked

Design

Drawn

Design Team

Registration

Date

Date

Issuance

6/4/

2019

5:4

6:01

PM

C:\R

evit

Loca

l\201

9\G

7001

2-34

_S-S

TRU

_mat

tm@

cplin

c.co

m.rv

t

WOOD DETAILS

S-F602

CAMPUS MODERNIZATIONSAMMAMISH VILLAGE

1 MICROSOFT WAY,REDMOND, WA 98052

Designer

MRM

Checker

S180025-02

05/31/2019 70% DD

BUILDING 215

215

1 2 3 4 5 6

7 8 9 10 11 12

13 14 15 16 17 18

19 20 21 22 23 24

25 26 27 28 29 30

COLUMN BEYOND

LEDGER Ù

CONCRETE EDGE BEAMPER PLAN

MASS TIMBER PANEL &CONCRETE TOPPINGPER PLAN

STEEL EMBED @ 6'-0"oc

COLUMNBEYOND

TAPERED WT9 @5'-0"oc

GUARDRAIL

TIMBERDECKING

24

3030 3600

31,32,33,34

24 3601

31,32,33,34

12" column widthtbd

Most

likely

will c

hang

e

with o

utloo

k red

esign

12" column widthtbd

POST/CONN.

POST PER PLAN

SLAB & REINF. PER PLAN

KERF Ð" W/ (4)Ô"øBOLTS - ORIENT BOLTS INNORTH/SOUTH DIRECTION(COUNTERSINK BOLTS PER14/S601)

STANDOFF 1" TOMATCH POST POSTDIMENSIONS

EMBED Ð"x18"x1'-6"W/ (4)Ô"ø x 6" STUDS@ 12"oc EA. WAY

Ì

Ì

(5)#5 x 4'-0" BOT. EA.WAY CTRD. ON POST EAST/WEST

4"2" 2"

2"4"

4"

4242 6801

Î" MAX GAP.

4"4"2"

4"4"

4"4"

2"

4"

2" 4" 5" 2"4"

4"

2"

11

2

2

3

BEAM PER PLAN

INSTALL VERTICALLYORIENTED SHORT SLOTHOLES IN TOP ROW OF

KERF Ð" W/ (8)Ô"øBOLTS (COUNTERSINK

DAP BEAM FOR Ì

BRG. Ô" x (BEAMWIDTH - 2") x (POST

INSTALL VERT ORIENTEDSHORT SLOTTED HOLESIN TOP ROW

KERF Ð" W/ (4)Ô"øBOLTS (COUNTERSINK

KERF Ð" W/ (2)Ô"øBOLTS (COUNTERSINK

POST

BOLTS PER 14/S601)

CONDITIONBEAMS ARE SAME DEPTH

CONDITION AT BEAM ENDSSEE CONDITION FOR CALLOUTS IN COMMON

BEARING Ô" x

BEAM PER PLAN

POST

CONDITION TWO DIFFERENT BEAM DEPTHSSEE CONDITION FOR CALLOUTS IN COMMON

(BEAM WIDTH - 3")

'S & BOLTING PER14/S601 (CONDITION A)

BOLTS PER 14/S601)KERF Ð" W/ (4)Ô"øBOLTS (COUNTERSINKBOLTS PER 14/S601)

TOP 1" x (INCOMINGBEAM WIDTH - 3") (DAPBEAM FOR )

POST

WIDTH)

POST PER PLANÌ

cjp

STOP TOP OF UPTURNEDBEAM PORTION PER19/S601 OR 20/S602 ATPOST FACE WHEREOCCURS

BOLTS PER 14/S601)

4"4"

2"

2" 4" 5"

2" 2"

35 6805

35

ls

CONCRETE TOPPING& REINF. PER PLAN

ACOUSTIC MAT PERARCH'L (WHERE OCCURS)

DLT DECKING PERPLAN

REDUCE DLT DEPTHFOR CHASE WHEREOCCURS PER MECH'L- 10" WIDE x 3" MAX.SIZE (SCREW REINF.PER DLT MFR. ASREQD.)

Ð"x6" PLYWOOD SPLINEW/ 10d @ 8"oc EA. SIDEOF JOINT

GAP PER DLT MFR.FOR WOODEXPANSION (Ô" MAX.)

EXTEND REINF. PER42/S301

CONSTRUCTION JOINTLOCATIONS TO BEDETERMINED BY CONTR.SUBMIT PROPOSED LOC.TO ENGINEER ANDARCHITECT FOR REVIEW &APPROVAL PRIOR TOPOURING SLAB

TYPICAL DLT DECKING SPLINE 77 6800

FOR CALL-OUTSIN COMMON SEEDETAIL

1"

BEAM PER PLAN

(2) ROWS OF Î"ø x5Ð" SWG ASSY VGSCREWS @ 12"oc

21/S601

DLT DECKING SPLINE OVER BEAMDLT DECKING CONT. OVER BEAM

BEAM BEAM

1818 5808

3" MIN.

1"

3/8"ø x 12Ò" SWGASSY 3.0 SCREWS @12"oc - EA. SIDE OFPANEL JOINT

BEAM PER PLAN

Ð" MAX. GAP

DLT DECKING SPLINE OVER BEAMDLT DECKING CONT. OVER BEAM

DLT DECKING &TOPPING PER PLAN(ORIENTATIONVARIES)

PLYWOOD SPLINEPER 7/S601

BEAM BEAM

3/8"ø x 12Ò" SWGASSY 3.0 SCREWS @12"oc

(2) ROWS OF Ì"ø x 5"SDS SCREWS @ 18"oc- STAGGER EA. SIDEOF JOINT

Ì"ø x 5" SDS SCREWS@ 18"oc

2121 6803

8"

EQ.

EQ.

5"

EQ. 5" EQ.

PLAN

PLAN

Ö"ø x 1'-0" THREADEDROD IN ×"ø HOLE

Ð"x8"x0'-8" W/

Ð" MIN., Ô" MAX. GROUT3"ø GROUTED HOLES

SLAB PER PLAN

(2)Ò"ø x 8" D2L'SÌ

COLUMN PER PLAN (COUNTERSINK)

COLUMN

22No beam for thisproject

wood block fastenedto ledger angle. steelcould be exposed ifpainted for a 1-hr firerating

Sample Wood Details6.11.19

O

UOU

NRG

DTH

EEL

ERI

N

NC

LP

801 SECOND AVENUE, SUITE 900

(206) 343-0460

SEATTLE, WA 98104

www.cplinc.com

NOT FOR CONSTRUCTION

Sheet Title/Number

Status

Senior Project Manager

Development Manager

Project Manager

Quality Control Reviewer

Quality Control FF&E

No. Date

Revisions

Description

M.S. Project No.

ARCH. Project No.

Microsoft Mechanical Engineer

Microsoft Cable Engineer

Microsoft Electrical Engineer

Engineering Manager

Security Manager

Project Planner

Project Manager

FF&E

CUSTOMER

PROJECT MANAGEMENT

Approvals

OPERATIONS

Checked

Design

Drawn

Design Team

Registration

Date

Date

Issuance

6/4/

2019

5:4

6:01

PM

C:\R

evit

Loca

l\201

9\G

7001

2-34

_S-S

TRU

_mat

tm@

cplin

c.co

m.rv

t

WOOD DETAILS

S-F602

CAMPUS MODERNIZATIONSAMMAMISH VILLAGE

1 MICROSOFT WAY,REDMOND, WA 98052

Designer

MRM

Checker

S180025-02

05/31/2019 70% DD

BUILDING 215

215

1 2 3 4 5 6

7 8 9 10 11 12

13 14 15 16 17 18

19 20 21 22 23 24

25 26 27 28 29 30

COLUMN BEYOND

LEDGER Ù

CONCRETE EDGE BEAMPER PLAN

MASS TIMBER PANEL &CONCRETE TOPPINGPER PLAN

STEEL EMBED @ 6'-0"oc

COLUMNBEYOND

TAPERED WT9 @5'-0"oc

GUARDRAIL

TIMBERDECKING

24

3030 3600

31,32,33,34

24 3601

31,32,33,34

12" column widthtbd

Most

likely

will c

hang

e

with o

utloo

k red

esign

12" column widthtbd

POST/CONN.

POST PER PLAN

SLAB & REINF. PER PLAN

KERF Ð" W/ (4)Ô"øBOLTS - ORIENT BOLTS INNORTH/SOUTH DIRECTION(COUNTERSINK BOLTS PER14/S601)

STANDOFF 1" TOMATCH POST POSTDIMENSIONS

EMBED Ð"x18"x1'-6"W/ (4)Ô"ø x 6" STUDS@ 12"oc EA. WAY

Ì

Ì

(5)#5 x 4'-0" BOT. EA.WAY CTRD. ON POST EAST/WEST

4"2" 2"

2"4"

4"

4242 6801

Î" MAX GAP.

4"4"2"

4"4"

4"4"

2"

4"

2" 4" 5" 2"4"

4"

2"

11

2

2

3

BEAM PER PLAN

INSTALL VERTICALLYORIENTED SHORT SLOTHOLES IN TOP ROW OF

KERF Ð" W/ (8)Ô"øBOLTS (COUNTERSINK

DAP BEAM FOR Ì

BRG. Ô" x (BEAMWIDTH - 2") x (POST

INSTALL VERT ORIENTEDSHORT SLOTTED HOLESIN TOP ROW

KERF Ð" W/ (4)Ô"øBOLTS (COUNTERSINK

KERF Ð" W/ (2)Ô"øBOLTS (COUNTERSINK

POST

BOLTS PER 14/S601)

CONDITIONBEAMS ARE SAME DEPTH

CONDITION AT BEAM ENDSSEE CONDITION FOR CALLOUTS IN COMMON

BEARING Ô" x

BEAM PER PLAN

POST

CONDITION TWO DIFFERENT BEAM DEPTHSSEE CONDITION FOR CALLOUTS IN COMMON

(BEAM WIDTH - 3")

'S & BOLTING PER14/S601 (CONDITION A)

BOLTS PER 14/S601)KERF Ð" W/ (4)Ô"øBOLTS (COUNTERSINKBOLTS PER 14/S601)

TOP 1" x (INCOMINGBEAM WIDTH - 3") (DAPBEAM FOR )

POST

WIDTH)

POST PER PLANÌ

cjp

STOP TOP OF UPTURNEDBEAM PORTION PER19/S601 OR 20/S602 ATPOST FACE WHEREOCCURS

BOLTS PER 14/S601)

4"4"

2"

2" 4" 5"

2" 2"

35 6805

35

ls

CONCRETE TOPPING& REINF. PER PLAN

ACOUSTIC MAT PERARCH'L (WHERE OCCURS)

DLT DECKING PERPLAN

REDUCE DLT DEPTHFOR CHASE WHEREOCCURS PER MECH'L- 10" WIDE x 3" MAX.SIZE (SCREW REINF.PER DLT MFR. ASREQD.)

Ð"x6" PLYWOOD SPLINEW/ 10d @ 8"oc EA. SIDEOF JOINT

GAP PER DLT MFR.FOR WOODEXPANSION (Ô" MAX.)

EXTEND REINF. PER42/S301

CONSTRUCTION JOINTLOCATIONS TO BEDETERMINED BY CONTR.SUBMIT PROPOSED LOC.TO ENGINEER ANDARCHITECT FOR REVIEW &APPROVAL PRIOR TOPOURING SLAB

TYPICAL DLT DECKING SPLINE 77 6800

FOR CALL-OUTSIN COMMON SEEDETAIL

1"

BEAM PER PLAN

(2) ROWS OF Î"ø x5Ð" SWG ASSY VGSCREWS @ 12"oc

21/S601

DLT DECKING SPLINE OVER BEAMDLT DECKING CONT. OVER BEAM

BEAM BEAM

1818 5808

3" MIN.

1"

3/8"ø x 12Ò" SWGASSY 3.0 SCREWS @12"oc - EA. SIDE OFPANEL JOINT

BEAM PER PLAN

Ð" MAX. GAP

DLT DECKING SPLINE OVER BEAMDLT DECKING CONT. OVER BEAM

DLT DECKING &TOPPING PER PLAN(ORIENTATIONVARIES)

PLYWOOD SPLINEPER 7/S601

BEAM BEAM

3/8"ø x 12Ò" SWGASSY 3.0 SCREWS @12"oc

(2) ROWS OF Ì"ø x 5"SDS SCREWS @ 18"oc- STAGGER EA. SIDEOF JOINT

Ì"ø x 5" SDS SCREWS@ 18"oc

2121 6803

8"

EQ.

EQ.

5"

EQ. 5" EQ.

PLAN

PLAN

Ö"ø x 1'-0" THREADEDROD IN ×"ø HOLE

Ð"x8"x0'-8" W/

Ð" MIN., Ô" MAX. GROUT3"ø GROUTED HOLES

SLAB PER PLAN

(2)Ò"ø x 8" D2L'SÌ

COLUMN PER PLAN (COUNTERSINK)

COLUMN

22No beam for thisproject

wood block fastenedto ledger angle. steelcould be exposed ifpainted for a 1-hr firerating

Sample Wood Details6.11.19

28.50 16.75 28.5037.75

28.50 16.75 28.5037.75

28.50 16.75 28.5037.75

10.3

8

16.75

13.5

0

11.2

912

.75

9.38

13.5

0

37.75

13.5

0

0.75

28.50

13.5

0

28.50

Concrete PT Slab

CLT/DLT Panels, Glulam Beams

CLT/DLT Panels, Steel Beams

Concrete on Metal Deck, Steel Beams

Amenity "pop outs"

DLT Deck with Concrete topping & Steel Beams

DLT & Steel Beam Typical Details

Sammamish Village

Proposed System

Questions?

Tim J. Whitcombe, RIBA, LEED® Green Assoc. NBBJ Senior Associate / Architect

twhitcombe@nbbj.com+1. 206.223.5220www.nbbj.com@nbbjdesign

O

UOU

NRG

DTH

EEL

ERI

N

NC

LP

801 SECOND AVENUE, SUITE 900

(206) 343-0460

SEATTLE, WA 98104

www.cplinc.com

NOT FOR CONSTRUCTION

Sheet Title/Number

Status

Senior Project Manager

Development Manager

Project Manager

Quality Control Reviewer

Quality Control FF&E

No. Date

Revisions

Description

M.S. Project No.

ARCH. Project No.

Microsoft Mechanical Engineer

Microsoft Cable Engineer

Microsoft Electrical Engineer

Engineering Manager

Security Manager

Project Planner

Project Manager

FF&E

CUSTOMER

PROJECT MANAGEMENT

Approvals

OPERATIONS

Checked

Design

Drawn

Design Team

Registration

Date

Date

Issuance

6/4/

2019

5:4

6:01

PM

C:\R

evit

Loca

l\201

9\G

7001

2-34

_S-S

TRU

_mat

tm@

cplin

c.co

m.rv

t

WOOD DETAILS

S-F602

CAMPUS MODERNIZATIONSAMMAMISH VILLAGE

1 MICROSOFT WAY,REDMOND, WA 98052

Designer

MRM

Checker

S180025-02

05/31/2019 70% DD

BUILDING 215

215

1 2 3 4 5 6

7 8 9 10 11 12

13 14 15 16 17 18

19 20 21 22 23 24

25 26 27 28 29 30

COLUMN BEYOND

LEDGER Ù

CONCRETE EDGE BEAMPER PLAN

MASS TIMBER PANEL &CONCRETE TOPPINGPER PLAN

STEEL EMBED @ 6'-0"oc

COLUMNBEYOND

TAPERED WT9 @5'-0"oc

GUARDRAIL

TIMBERDECKING

24

3030 3600

31,32,33,34

24 3601

31,32,33,34

12" column widthtbd

Most

likely

will c

hang

e

with o

utloo

k red

esign

12" column widthtbd

POST/CONN.

POST PER PLAN

SLAB & REINF. PER PLAN

KERF Ð" W/ (4)Ô"øBOLTS - ORIENT BOLTS INNORTH/SOUTH DIRECTION(COUNTERSINK BOLTS PER14/S601)

STANDOFF 1" TOMATCH POST POSTDIMENSIONS

EMBED Ð"x18"x1'-6"W/ (4)Ô"ø x 6" STUDS@ 12"oc EA. WAY

Ì

Ì

(5)#5 x 4'-0" BOT. EA.WAY CTRD. ON POST EAST/WEST

4"2" 2"

2"4"

4"

4242 6801

Î" MAX GAP.

4"4"2"

4"4"

4"4"

2"

4"

2" 4" 5" 2"4"

4"

2"

11

2

2

3

BEAM PER PLAN

INSTALL VERTICALLYORIENTED SHORT SLOTHOLES IN TOP ROW OF

KERF Ð" W/ (8)Ô"øBOLTS (COUNTERSINK

DAP BEAM FOR Ì

BRG. Ô" x (BEAMWIDTH - 2") x (POST

INSTALL VERT ORIENTEDSHORT SLOTTED HOLESIN TOP ROW

KERF Ð" W/ (4)Ô"øBOLTS (COUNTERSINK

KERF Ð" W/ (2)Ô"øBOLTS (COUNTERSINK

POST

BOLTS PER 14/S601)

CONDITIONBEAMS ARE SAME DEPTH

CONDITION AT BEAM ENDSSEE CONDITION FOR CALLOUTS IN COMMON

BEARING Ô" x

BEAM PER PLAN

POST

CONDITION TWO DIFFERENT BEAM DEPTHSSEE CONDITION FOR CALLOUTS IN COMMON

(BEAM WIDTH - 3")

'S & BOLTING PER14/S601 (CONDITION A)

BOLTS PER 14/S601)KERF Ð" W/ (4)Ô"øBOLTS (COUNTERSINKBOLTS PER 14/S601)

TOP 1" x (INCOMINGBEAM WIDTH - 3") (DAPBEAM FOR )

POST

WIDTH)

POST PER PLANÌ

cjp

STOP TOP OF UPTURNEDBEAM PORTION PER19/S601 OR 20/S602 ATPOST FACE WHEREOCCURS

BOLTS PER 14/S601)

4"4"

2"

2" 4" 5"

2" 2"

35 6805

35

ls

CONCRETE TOPPING& REINF. PER PLAN

ACOUSTIC MAT PERARCH'L (WHERE OCCURS)

DLT DECKING PERPLAN

REDUCE DLT DEPTHFOR CHASE WHEREOCCURS PER MECH'L- 10" WIDE x 3" MAX.SIZE (SCREW REINF.PER DLT MFR. ASREQD.)

Ð"x6" PLYWOOD SPLINEW/ 10d @ 8"oc EA. SIDEOF JOINT

GAP PER DLT MFR.FOR WOODEXPANSION (Ô" MAX.)

EXTEND REINF. PER42/S301

CONSTRUCTION JOINTLOCATIONS TO BEDETERMINED BY CONTR.SUBMIT PROPOSED LOC.TO ENGINEER ANDARCHITECT FOR REVIEW &APPROVAL PRIOR TOPOURING SLAB

TYPICAL DLT DECKING SPLINE 77 6800

FOR CALL-OUTSIN COMMON SEEDETAIL

1"

BEAM PER PLAN

(2) ROWS OF Î"ø x5Ð" SWG ASSY VGSCREWS @ 12"oc

21/S601

DLT DECKING SPLINE OVER BEAMDLT DECKING CONT. OVER BEAM

BEAM BEAM

1818 5808

3" MIN.

1"

3/8"ø x 12Ò" SWGASSY 3.0 SCREWS @12"oc - EA. SIDE OFPANEL JOINT

BEAM PER PLAN

Ð" MAX. GAP

DLT DECKING SPLINE OVER BEAMDLT DECKING CONT. OVER BEAM

DLT DECKING &TOPPING PER PLAN(ORIENTATIONVARIES)

PLYWOOD SPLINEPER 7/S601

BEAM BEAM

3/8"ø x 12Ò" SWGASSY 3.0 SCREWS @12"oc

(2) ROWS OF Ì"ø x 5"SDS SCREWS @ 18"oc- STAGGER EA. SIDEOF JOINT

Ì"ø x 5" SDS SCREWS@ 18"oc

2121 6803

8"

EQ.

EQ.

5"

EQ. 5" EQ.

PLAN

PLAN

Ö"ø x 1'-0" THREADEDROD IN ×"ø HOLE

Ð"x8"x0'-8" W/

Ð" MIN., Ô" MAX. GROUT3"ø GROUTED HOLES

SLAB PER PLAN

(2)Ò"ø x 8" D2L'SÌ

COLUMN PER PLAN (COUNTERSINK)

COLUMN

22No beam for thisproject

wood block fastenedto ledger angle. steelcould be exposed ifpainted for a 1-hr firerating

Sample Wood Details6.11.19