Transcript
7/23/2019 60704 Gerrard Residence
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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
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0' - 0"
MAIN FLOOR
JOIST HANGER
FLOOR JOIST SEE PLAN
FLOOR SHEATHING SEE PLAN
BEAM SEE PLAN
0' - 0"
MAIN FLOOR
2
BLOCKING
FLOOR JOIST SEE PLAN
FLOOR SHEATHING SEE PLAN
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
FLOOR JOIST SEE PLAN
FLOOR SHEATHING SEE PLAN
0' - 0"
MAIN FLOOR
4
FLOOR JOIST SEE PLAN
FLOOR SHEATHING SEE PLAN
BLOCKING @ 48" O/C
SHEAR WALL SEE PLAN
FASTENING SEESHEARWALL SCHEDULE
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
FRAMING DETAILS
60704
Author
Issue DateChecker
Designer
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
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
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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
FLOOR SHEATHING SEE PLAN
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
FLOOR SHEATHINGSEE 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:
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 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_
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
PORTAL FRAMEELEVATIONS
60704
HND
Issue DateRZ
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
1/2" = 1'-0"S4.0
PORTAL FRAME ELEVATION PF11
1/2" = 1'-0"S4.0
ELEVATION2
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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
FLOOR SHEATHING SEE PLAN
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:
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 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_
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
PORTAL FRAMEELEVATIONS
60704
HND
Issue DateRZ
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
1/2" = 1'-0"S4.1ELEVATION1
1/2" = 1'-0"S4.12
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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
GLULAM BEAM SEE 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
FLOOR SHEATHINGSEE PLAN
INDICATES SHEAR WALL
2
GLULAM COLUMNSEE PLAN
KNAPP RICON140x60 EK
GLULAM BEAM SEEPLAN
4
3-MSTC66SIMPSON STRAP
GLULAM BEAMSEE PLAN
GLULAM COLUMNSEE PLAN
KNAPP RICON140x60 EK
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 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.
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_
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
SHEARWALLELEVATIONS
60704
LD
Issue DateChecker
QL
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
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
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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 COLUMNSEE PLAN
GLULAM BEAMSEE PLAN
5 1/8"x12" D.Fir-L24f-E GLULAM
3-2X6 BUILT UPCOLUMN
COLUMN SEEPLAN
PORTAL FRAMESEE PLAN
GLULAM COLUMNSEE 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
GLULAM BEAM SEE PLAN
SIP ROOF SEE PLAN
DRAG STRUT SEE PLAN
GIRDER TRUSSSEE PLAN
TRUSS SUPPLIERDESING FOR 140kNFACTORED LOAD
TRUSS HANGERBY SUPPLIER
GLULAM COLUMNSEE PLAN
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
2-MSTC66SIMPSON STRAP
KNAPP RICON140x60 EK
PRE-ENGINEEREDTRUSS BY SUPPLIER
GLULAM COLUMNSEE PLAN
GLULAM BEAM SEEPLAN
COLUMN SEE PLAN
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 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.
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_
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
SHEARWALLELEVATIONS
60704
Author
Issue DateChecker
Designer
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 1/4" = 1'-0"S4.5
1 1/4" = 1'-0"S4.5
2
1" = 1'-0"S4.5
3
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