60704 gerrard residence

7/23/2019 60704 Gerrard Residence

http://slidepdf.com/reader/full/60704-gerrard-residence 1/20

DRAWING LIST

Project

Title

Scale

DESCRIPTIONNo.

Date

REVISIONS

P.Eng.

Drawn:

Designed:

Design Checked:

Discipline Review: Date

101,621- 10th Street Canmore,AB T1W2A2

Canmore Office 403 678-4211

This drawing, as an instrument of service,is the property of theEngineer and may not bereproduced without permission and unless thereproduct ion cdesigns and other information shown on this drawing arefor the useon the specified pbeused otherwisewithout thewritten permission of theEngineer.

Written dimensions shall haveprecedence over scaled dimensions. Contractors shall vfor all dimensions and conditions shown on thejob and the Engineer shall beinformed dimensions and conditions shown on thedrawing. Shop drawings shall besubmi tted approval prior to preceeding with fabrication.

Note

Draw

Project No.

RevNTS

J : \ 6 0 7 0 0 \ 6 0 7 0 4 G e r r a r d R e s

i d e n c e \ 0 2_

C A D D \ 2 0_

D r a f t i n g \ 2 0 4_

S t r u c t u r a l \ 6 0 7 0 4 - G e

r r a r d R e s i d e n c e_

N e w C e n t r a l_ T h i e n L H . r v t

7325 TONI SAILER LANE, WHISTLER,

GARRARD RESIDENC

S

COVER SHEET

60704

MT

Issue DateR.Z

DL

Issue Date

1 ISSUE FOR REVIEW R.Z

2 ISSUE FOR BUILDING PERMIT R.Z

3 REVISED REVIEW R.Z

4 CONSTRUCTIBILITY REVIEW R.Z

5 ISSUE FOR CONSTRUCTION R.Z

S0.0

ISOMETRIC VIEW 11

S0.0

ISOMETRIC VIEW 22

S0 .0 C OVER SHEET

S 1. 0 G EN ER AL N OT ES

S 1. 1 G EN ER AL N OT ES

S 1. 2 T YP IC AL D ET AI LS

S 1. 3 T YP IC AL D ET AI LS

S 2. 0 F OU ND AT IO N PL AN

S2.1 MAIN FLOOR FRAMING PLAN

S2.2 UPPER FLOOR FRAMING PLAN

S2.3 LOWER ROOF FRAMING PLANS2.4 UPPER ROOF FRAMING PLAN

S3.0 CONCRETE SECTIONS

S 3. 1 F RA MI NG D ET AI LS

S 3. 2 F RA MI NG D ET AI LS

S3.3 ROOF FRAMING DETAILS

S4.0 PORTAL FRAME ELEVATIONS

S4.1 PORTAL FRAME ELEVATIONS

S4.2 PORTAL FRAME DETAILS

S4.3 COLUMN BASE CONNECTION DETAILS

S4.4 SHEARWALL ELEVATIONS

S4.5 SHEARWALL ELEVATIONS



0' - 0"

MAIN FLOOR

JOIST HANGER

FLOOR JOIST SEE PLAN

FLOOR SHEATHING SEE PLAN

BEAM SEE PLAN

0' - 0"

MAIN FLOOR

2

BLOCKING



SHEAR WALL SEE PLAN

BEAM SEE PLAN

SHEARWALL SEE PLAN

JOIST HANGER

FASTENING SEESHEARWALL SCHEDULE

0' - 0"

MAIN FLOOR

TJI BLOCKING

DOUBLE TOP PLATE

STUD WALL SEE PLAN



0' - 0"

MAIN FLOOR

4



BLOCKING @ 48" O/C

SHEAR WALL SEE PLAN

FASTENING SEESHEARWALL SCHEDULE

Project

Title

Scale

DESCRIPTIONNo.

Date

REVISIONS

P.Eng.

Drawn:

Designed:

Design Checked:




This drawing, as an instrument of service,is the property of theEngineer and may not bereproduced without permission and unless thereproduct ion cdesigns and other information shown on this drawing arefor the useon the specified pbeused otherwisewithout thewritten permission of theEngineer.

Written dimensions shall haveprecedence over scaled dimensions. Contractors shall vfor all dimensions and conditions shown on thejob and the Engineer shall beinformed dimensions and conditions shown on thedrawing. Shop drawings shall besubmi tted approval prior to preceeding with fabrication.

Note

Draw

Project No.

RevNTS

J : \ 6 0 7 0 0 \ 6 0 7 0 4 G e r r a r d R e s i d e n c e \ 0 2_

C A D D \ 2 0_

D r a f t i n g \ 2 0 4_

S t r u c t u r a l \ 6 0 7 0 4 - G

e r r a r d R e s i d e n c e_



GARRARD RESIDENC

S

FRAMING DETAILS

60704

Author

Issue DateChecker

Designer

Issue Date






1/2" = 1'-0"S3.2

1

1/2" = 1'-0"S3.2

2

1/2" = 1'-0"S3.2

3

1/2" = 1'-0"S3.2

4



0' - 0"

MAIN FLOOR

12' - 0"

UPPER FLOOR

A B

-5' - 3"

FOUNDATION

W310x45

W250x45

W250x45

1

S4.2

1

S4.3

2

S4.2

4 -1 3/4"x14" 2.0E LVL

2

S4.3

SHEARWALL SEE PLAN/SCHEDULE


2-3" NAILS @6" STAGG.

DOUBLE TOP PLATE

DOUBLE TOP PLATE

4

S4.2

TYP.

TYP.

1

S3.0

SIM.

1

S3.1

TYP.

3

S4.2

4

S3.2

0' - 0"

MAIN FLOOR

12' - 0"

UPPER FLOOR

A B

-5' - 3"

FOUNDATION

51/8"x21"D.Fir-L

24f-EXGLULAM

4 -1 3/4"x14" 2.0E LVL

SHEARWALL SEEPLAN/SCHEDULE

FLOOR SHEATHINGSEE PLAN

BOTTOM PLATE

DOUBLE TOP PLATE

HOLD DOWN SEEPLAN/SCHEDULE

POST SEE PLAN


BOTTOM PLATE

DOUBLE TOP PLATE

CONT. POSTSEE PLAN

POST SEE PLAN

7

S4.2

8 1/2"x 21" D.Fir-L GLULAM 24f-E

3-1 3/4"x11 7/8" 2.0E LVL

5

S4.2

5

S4.2

TYP.

6

S4.2

TYP.

7

S3.3

10

S4.2

4

S3.25

S4.3

SIM.

TYP.

- INDICATES SHEAR WALL AS PER SHEAR WALL SCHEDULE ON PLAN- HOLD-DOWN ARE NOT APPLICABLE FOR PORTAL FRAMES

NOTES:

Project

Title

Scale

DESCRIPTIONNo.

Date

REVISIONS

P.Eng.

Drawn:

Designed:

Design Checked:




This drawing, as an instrument of service,is the property of theEngineer and may not bereproduced without permission and unless ther eproduction c All designs and other inf ormation shown o n this drawing are for the useon t hespecif ieshal l not beused otherwisewithout the written permission of theEngineer.

Written dimensions shall haveprecedenceover scaled dimensions. Contr actors shall vresponsible for all dimensions and conditions shown on thejob and theEngineer shall variations from thedim ensions and conditions shown on thedr awing. Shop drawings to theEngineer for approval prior to preceeding with fabrication .

Note

Draw

Project No.

Rev1/2" = 1'-0"

J : \ 6 0 7 0 0 \ 6 0 7 0 4 G e r r a r d R

e s i d e n c e \ 0 2_

C A D D \ 2 0_

D r a f t i n g \ 2 0 4_

S t r u c t u r a l \ 6 0 7 0 4 - G

e r r a r d R e s i d e n c e_



GARRARD RESIDENC

S

PORTAL FRAMEELEVATIONS

60704

HND

Issue DateRZ

DL

Issue Date






1/2" = 1'-0"S4.0

PORTAL FRAME ELEVATION PF11

1/2" = 1'-0"S4.0

ELEVATION2



0' - 0"

MAIN FLOOR

12' - 0"

UPPER FLOOR

A B

-5' - 3"

FOUNDATION

51/8"x21"D.Fir-L

24f-EXGLULAM

8 1/2"x 21" D.Fir-L GLULAM 24f-EX

4 -1 3/4"x14" 2.0E LVL

4

S4.3

CONC. FOUNDATION SEE PLAN

SHEARWALL SEE PLAN/SCHEDULE


FASTENING SEE SHEAR WALL SCHEDULE

DOUBLE TOP PLATE

5

S4.3

7

S4.2

TYP.6

S4.2

3-1 3/4"x9 1/2" 2.0E LVL

2-3" NAILS @ 4" O/C

5

S4.2

TYP.

51/8"x9"D.Fir-L

24f-EXGLULAM

3-1 3/4"x11 1/4" 2.0E LVL

5

S4.2

TYP.

9

S3.1

1

S3.0

SIM.

6

S3.3

TYP.

2

S3.212' - 0"

UPPER FLOOR

B

10

S3.0

C

W6x25 (W150x37)

W6x25(W150x37)

W6x25(W150x37)

SIP ROOF SEE PLAN

GLULAM BEAM SEE PLAN

FOUNDATION WALLSEE PLAN ANDSCHEDULES FORREINFORCING

H S S 3 . 5 x 0 . 2 5

PROVIDE 5 1/4"x11 7/8"2.0E PSL DRAG STRUT

12

S4.2

3

S4.3

TYP.

9

S4.2

TYP.

- INDICATES SHEAR WALL AS PER SHEAR WALL SCHEDULE ON PLAN- HOLD-DOWN ARE NOT APPLICABLE FOR PORTAL FRAMES

NOTES:

Project

Title

Scale

DESCRIPTIONNo.

Date

REVISIONS

P.Eng.

Drawn:

Designed:

Design Checked:






Note

Draw

Project No.

Rev1/2" = 1'-0"

J : \ 6 0 7 0 0 \ 6 0 7 0 4 G e r r a r d R

e s i d e n c e \ 0 2_

C A D D \ 2 0_

D r a f t i n g \ 2 0 4_

S t r u c t u r a l \ 6 0 7 0 4 - G e r r a r d R e s i d e n c e_



GARRARD RESIDENC

S

PORTAL FRAMEELEVATIONS

60704

HND

Issue DateRZ

DL

Issue Date






1/2" = 1'-0"S4.1ELEVATION1

1/2" = 1'-0"S4.12



0' - 0"

MAIN FLOOR

12' - 0"

UPPER FLOOR

1234567

-5' - 3"

FOUNDATION

3

S3.3

2

S3.1

3

S3.1

6

S3.0

4A

LINTEL SEE PLANLINTEL SEE PLANBEAM SEE PLANLINTEL SEE PLAN

5 1 / 8"x 12" D.Fir -L 24f -E GLUL AM

OPENINGSEE ARCH.

OPENING SEE ARCH.OPENING SEE ARCH.

OPENINGSEE ARCH.

BEAM SEE PLAN

STEEL COLUMNSEE PLAN


SIP ROOF BY SUPPLIER

OPENINGSEE ARCH.

3 2x6 BUILT-UPPOST CONT.

PORTAL FRAMESEE PLAN

SHEARWALL SEE PLAN

CONC. WALLSEE PLAN

HOLD-DOWN SEESHEARWALL SHCEDULE

BLOCKING

POST SEE PLAN

PROTAL FRAME SEE PLAN

OPENINGSEE ARCH.

13

S3.3

ROOF SHEATHING SEE PLAN

5

S3.3

3-MSTC66SIMPSON STRAP

19' - 4" 11' - 3" 10' - 4" 6' - 2" 14' - 6" 8' - 9 1/2" 11' - 9"

PROVIDE A 35 CONNECTTO DOUBLE TOP PLATEPROVIDE A 35 CONNECTTO DOUBLE TOP PLATE

2

S4.4

3

S4.4

4

S4.4

5

S4.4

2

S4.4

TYP.

5

S4.3

3-2x6 BUILT UP POST CONT.

2

S4.4

1

A 35 SIMPSON

DOUBLE TOP PLATE

COLUMN SEE PLAN

12' - 0"

UPPER FLOOR

1

A 35 SIMPSON

DOUBLE TOP PLATE

BUILT UP COLUMNCONT. SEEELEVATION

BOTTOM PLATE

SHEAR-WALLSEE PLAN


INDICATES SHEAR WALL

2

GLULAM COLUMNSEE PLAN

KNAPP RICON140x60 EK

GLULAM BEAM SEEPLAN

4


GLULAM BEAMSEE PLAN



Project

Title

Scale

DESCRIPTIONNo.

Date

REVISIONS

P.Eng.

Drawn:

Designed:

Design Checked:






Note

Draw

Project No.

Rev As indicated

J : \ 6 0 7 0 0 \ 6 0 7 0 4 G e r r a r d R

e s i d e n c e \ 0 2_

C A D D \ 2 0_

D r a f t i n g \ 2 0 4_

S t r u c t u r a l \ 6 0 7 0 4 - G e r r a r d R e s i d e n c e_



GARRARD RESIDENC

S

SHEARWALLELEVATIONS

60704

LD

Issue DateChecker

QL

Issue Date






1/4" = 1'-0"S4.4

SHEARWALL ELEVATION GRIDLINE A1

1" = 1'-0"S4.42

1" = 1'-0"S4.43

1" = 1'-0"S4.44

1" = 1'-0"S4.45



0' - 0"

MAIN FLOOR

12' - 0"

UPPER FLOOR

1 2 3 4

-5' - 3"

FOUNDATION

8

S3.3

8

S3.1

4A

OPENINGSEE ARCH.

LINTEL SEE PLAN

6' - 2"14' - 6"8' - 9 1/2"11' - 9"


GLULAM BEAMSEE PLAN

5 1/8"x12" D.Fir-L24f-E GLULAM

3-2X6 BUILT UPCOLUMN

COLUMN SEEPLAN

PORTAL FRAMESEE PLAN


CONCRETE WALL SEEPLAN

BLOCKING

SHEAR WALL SEEPLAN

PROVIDE A 35 CONNECTTO DOUBLE TOP PLATE

2

S4.4

2

S4.4

3

S4.4

TYP.

4

S4.4

BLOCKING

5

S4.4

SIM.

4

S4.3

11

S3.3

0' - 0"

MAIN FLOOR

12' - 0"

UPPER FLOOR

4 5

-5' - 3"

FOUNDATION

10

S3.3

4A

5 1/8"x12" D.Fir-L 24f-E GLULAM

OPENINGSEE ARCH

COLUMN SEE PLAN


SIP ROOF SEE PLAN

DRAG STRUT SEE PLAN

GIRDER TRUSSSEE PLAN

TRUSS SUPPLIERDESING FOR 140kNFACTORED LOAD

TRUSS HANGERBY SUPPLIER


OPENINGSEE ARCH

BLOCKING

2-MSTC66

SIMPSON STRAPEACH SIDE

SHEAR WALL SEE PLAN

10' - 4"6' - 2"

4

S4.4

3

S4.5

INDICATES SHEAR WALL

12' - 0"

UPPER FLOOR

4A



PRE-ENGINEEREDTRUSS BY SUPPLIER


GLULAM BEAM SEEPLAN

COLUMN SEE PLAN

Project

Title

Scale

DESCRIPTIONNo.

Date

REVISIONS

P.Eng.

Drawn:

Designed:

Design Checked:






Note

Draw

Project No.

Rev As indicated

J : \ 6 0 7 0 0 \ 6 0 7 0 4 G e r r a r d R

e s i d e n c e \ 0 2_

C A D D \ 2 0_

D r a f t i n g \ 2 0 4_

S t r u c t u r a l \ 6 0 7 0 4 -

G e r r a r d R e s i d e n c e_



GARRARD RESIDENC

S

SHEARWALLELEVATIONS

60704

Author

Issue DateChecker

Designer

Issue Date





5 ISSUE FOR CONSTRUCTION R.Z 1/4" = 1'-0"S4.5

1 1/4" = 1'-0"S4.5

2

1" = 1'-0"S4.5

3

60704 gerrard residence

Documents