Mitsui Homes Canada Inc. 

 

 

 

Job # S0891‐1 

GRIFF BUILDING SUPPLIES 

BUILDING 1 

District of Bella Union 

Caraveli Province 

Peru  

Date:  August 31, 2015  ROOF DESIGNS ISSUED FOR REVIEW 

DesignedConstruction

Framing to

Lock-Up

Construction

Materials

MITSUI HOMES

CANADAmitsuihomes.ca

604.882.8415

Prefabricated

Components

2X4

VARIES

VARIES

0

VARIES

LEFT END OF TRUSS

LABEL LOCATION eg. A1

LABEL LOCATION eg. A1

LEFT END OF TRUSS

TRUSSES ARE LABELLED ON THE LEFT END WHICH WILL

CORRESPOND WITH THE LABEL LOCATION ON THE TRUSS

LAYOUT (SEE DETAIL) AND TRUSS ORIENTATION ON SEALED

DRAWINGS FROM TRUSS SUPPLIER.

TRUSS INSTALLATION ORIENTATION

U.N.O. ALL BOTTOM CHORD BRACING TO BE 120" O/C

Preliminary Layout 2015-08-13

DESIGN LAYOUT ISSUED FOR REVIEW

A1

A1

A2

A2

A3

A3

A4

A4

A1

A1

A2

A2

A3

A3

A4

A4 A5

A5

J1

J1

J2

J2

J3

J3

J4

J4

J5

J5

CJ1

CJ1

CJ2

CJ2

CJ3

CJ3

CJ4

CJ4

RJ1

R

J1

J1

J1

J2

J2

J3

J3

J4

J4

J5

J5

CJ1

CJ1

CJ2

CJ2

CJ3

CJ3

CJ4

CJ4

R

J1

RJ1

J6

J6

2'

2'

2'

2'

2'

2'

2'

2'

2'

2'

2'

2'

2'

2'

2'

2'

2'

2'

2'

2'

2'

2'

2'

2'

2'

2'

2'

2'

2'

2'

2'

2'

2'

2'

2'

2'

2'

2'

2'

2'

2'

2'

2'

2'

2'

2'

2'

2'

2'

2'

2'

2'

2'

2'

2'

6"

[152]6

"

[1

52

]

130'-7"[39802]

37

'-734"

[11

47

4]

4'-612"

[13

84

]

312"

[89

]

312"

[89

]

16

'-658"

[50

45

]

BEARING WALL

BEARING WALL

312"

[89

]

312"

[89

]

16

'-658"

[50

45

]FROM SHEATHING TO SHEATHING

FR

OM

SH

EA

TH

ING

TO

CE

NT

ER

F

RO

M C

EN

TE

R T

O S

HE

AT

HIN

GC

EN

TE

R

TO

CE

NT

ER

6"

[152]

6"

[1

52

]

10'-234"

[3118]

110'-112"

[33566]

10'-234"

[3118]

4'-3

"[1

29

5]

2'-0"[610]

2'-0"[610]

2'-0"[610]

2'-0"[610]

2'-0"[610]

2'-0"[610]

2'-012"

[622]

2'-0"

[610]

2'-0"

[610]

2'-0"

[610]

2'-0"

[610]

2'-0"

[610]

2'-0"

[610]

2'-0"

[610]

2'-0"

[610]

2'-0"

[610]

2'-0"

[610]

2'-0"

[610]

2'-0"

[610]

2'-0"

[610]

2'-0"

[610]

2'-0"

[610]

2'-0"

[610]

2'-0"

[610]

2'-0"[610]

2'-012"

[622]2'-0"[610]

2'-0"[610]

2'-214"[667]

a

" a " = LTH26hangers

a

a

a

a

a

a

a

a

a

a

a

a

a

a

a

a

a

a

" a " = LTH26hangers

a

a

a

a

a

a

a

a

a

a

a

a

a

a

a

a

a

(a)4

12

FROM SHEATHING TO CENTER

16'-65 8"

[5045]1'-10"[559]

(a)4

12

FROM CENTER TO SHEATHING

16'-65 8"

[5045]1'-10"[559]

4'-612"

[1384]

CENTER

TO

CENTER

6"

[152]

6"

[152]312" [89]

312" [89]

truss A5 truss A5

H1tie-down

H1tie-down

bottom chord dead loadBL= 16.0psf

top chord live load

TCLL= 37.0psf

top chord dead load

TCDL= 20.0psf

H1tie-down

H1tie-down

bottom chord dead loadBL= 16.0psf

top chord live load

TCLL= 37.0psf

top chord dead load

TCDL= 20.0psf

2x4 web bracing

supplied by others

2x6 ridge board

supplied by others

37'-73 4"

[11474]

FROM SHEATHING TO SHEATHING

truss J6

412

FROM SHEATHING TO GIRDER

10'-23 4"

[3118]1'-10"[559]

6"

[152]

girder A1

H1tie-down

bottom chord dead loadBL= 16.0psf

top chord live load

TCLL= 37.0psf

top chord dead load

TCDL= 20.0psf

"a"LTH26

HANGERS QTY.

a - LTH26 (fill all the holes)

TIE DOWNS QTY.

1 - H1 at each bearing wall for every truss

40

270

GRIFF BUILDING SUPPLIES 

MINING PROJECT IN PERU – BUILDING 1 

DISTRICT OF BELLA UNION, CARAVELI PROVINCE 

PERU 

. 

TRUSS LAYOUT FOR REVIEW – August 31, 2015 

 

          

  

 

 

 

 

 

 

    

19680 – 94A  Ave Langley, BC   V1M 3B7 Tel: 604‐308‐1925 

GRIFF BUILDING SUPPLIES 

MINING PROJECT IN PERU – BUILDING 1 

DISTRICT OF BELLA UNION, CARAVELI PROVINCE 

PERU 

. 

TRUSS LAYOUT FOR REVIEW – August 31, 2015  

                

            

    

19680 – 94A  Ave Langley, BC   V1M 3B7 Tel: 604‐308‐1925 

GRIFF BUILDING SUPPLIES 

MINING PROJECT IN PERU – BUILDING 1 

DISTRICT OF BELLA UNION, CARAVELI PROVINCE 

PERU 

. 

TRUSS LAYOUT FOR REVIEW – August 31, 2015  

                

            

    

19680 – 94A  Ave Langley, BC   V1M 3B7 Tel: 604‐308‐1925 

          GRIFF BUILDING SUPPLIES 

MINING PROJECT IN PERU – BUILDING 1 

DISTRICT OF BELLA UNION, CARAVELI PROVINCE 

PERU 

. 

TRUSS LAYOUT FOR REVIEW – August 31, 2015  

                

            

 

    

19680 – 94A  Ave Langley, BC   V1M 3B7 Tel: 604‐308‐1925 

          GRIFF BUILDING SUPPLIES 

MINING PROJECT IN PERU – BUILDING 1 

DISTRICT OF BELLA UNION, CARAVELI PROVINCE 

PERU 

. 

TRUSS LAYOUT FOR REVIEW – August 31, 2015  

                

            

 

    

19680 – 94A  Ave Langley, BC   V1M 3B7 Tel: 604‐308‐1925 

REF

DATE

DRWG

O/A LEN.

DUR.FAC.

TYPE

TOT.LD

TC LL

TC DL

BC DLBC LL

AND WARNINGS AND SEE A100 FOR GENERAL NOTES, IMPORTANT SPECIFICATIONS

THIS DRAWING MUST BE REVIEWED BY A REGISTERED PROFESSIONAL ENGINEERBEFORE USE. VISIT www.alpinesys.com/specs FOR THE LATEST INFORMATION

AND WARNINGS. CCMC #12182-L, 12802-L, 13124-L

16'7"14 2'1"8

10'2"4 8'7"2

16'4"63"81'10"8

18'9"6

5"7

3'10

"3

4'3"

15

Tc2

W10

W11

1737#1'10"8-144#

2'

-144#

2'-144#

2'

-144#

2'0"12

443#

2'90#

2'

58#

2'469#

2'

182#

2'1150#

1150#1150#

1150#

8"10

412

7X16(B9R)

2X4

3X4

4X5(R)

4X4[8]

4X5(R)

7X8

5X7[11][11]

4X7[12][12] 1.5X4

8X10[14]

8X10[15]

6X10(**)

3X5[17]

3X7[18][18]

A B

9'0"12

LEFT RAKE = 1'11"11

DESIGN CRIT=COMMERCIALPLT. TYP.-WAVE-CANADA

37.0psf 20.0psf 16.0psf 0.0psf 73.0psf 1.00

SPACING --------- HIPMJOB #: S0891

180906

MR

08-31-2015

REV. 15.01.01B.0522.22QTY= 4 TOTAL= 4SEQ = 22715

Ground Snow Load = 38.40 psf OR LESS

Rain Load = 6.30 psf OR LESS

(Cb = 0.80 Cw = 1.00 Cs = 1.00,Importance factor= 1.00)

CONFORMS TO

NBCC 2010 PART 4

COMMERCIAL DESIGN

TOP CHORD 2x4 SPF 2100Fb-1.8E :Tc2 2x6 SPF #1/#2:BOT CHORD 2x8 DF 1950Fb-1.7E WEBS 2x4 SPF #1/#2 :W10, W11 2x4 SPF 2100Fb-1.8E:

MAX CSI: TC = 0.70, BC = 0.78, WEBS = 0.86.

TRUSS IS DESIGNED FOR UNBALANCED LOADING AS PER PART 4 OF NBCC CURRENT EDITION.

SEE A-100, NOTE 11 FOR STANDARD PLATE POSITIONING.

INTERACTION EQUATION AS PER CLAUSE 5.5.10 OF CSA-O86-O9.

Loc H W S L D F HzA 0' 9'0"12 5"8 1843 0 1389 4502 0B 16'4"6 9'0"12 3"8 3999 0 2555 9193 0

PLATES DESIGNED FOR FABRICATION USING SEASONED LUMBER.

DEFLECTION MEETS L/360 LIVE LOAD AND L/240 TOTAL LOAD.

WARNING: TRUSS IS DESIGNED TO BEAR AT SPECIFIC LOCATIONS.

Comm.Ld[3U1SL]- 2 (Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) From S/ L/ W/ D plf To S/ L/ W/ D plf TC- -1.88 85/ 0/ 0/40 10.19 85/ 0/ 0/40 TC- 10.19 42/ 0/ 0/20 18.78 42/ 0/ 0/20 BC- 0.00 0/ 0/ 0/16 18.78 0/ 0/ 0/16 TC- 968/0/0/866 lb Conc. Load at 10.19 TC- 0/0/0/-144 lb Conc. Load at 12.06,14.06,16.06,18.06 BC- 284/0/0/187 lb Conc. Load at 2.06 BC- 0/0/0/90 lb Conc. Load at 4.06 BC- 0/0/0/58 lb Conc. Load at 6.06 BC- 227/0/0/265 lb Conc. Load at 8.06 BC- 158/0/0/39 lb Conc. Load at 10.06 BC- 705/0/0/515 lb Conc. Load at 12.06,14.06,16.06,18.06

LOADING SPEC'D BY AUTH. HAVING JURISDICTION @ TIME OF DESIGN.

(**) WARNING! 1 PLATE(S) HAVE BEEN REPOSITIONED BY THE TRUSS DESIGNER. SPECIAL POSITIONINGREQUIRED.

4sx PLATE POSITIONING TOLERANCE.

JT PLATE LATERAL CHORDNo SIZE SHIFT BITE[ 8] 4X4 2.75 L 1.50[11] 5X7 S 2.75[12] 4X7 2.50 L 2.25[14] 8X10 4.50 R 2.00[15] 8X10 2.25 R 1.50[17] 3X5 S 2.75[18] 3X7 S 4.75

Job:(S0891) -GRIFF -City of Caraveli, Peru / A1 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT

SCALE =0.1875

REF

DATE

DRWG

O/A LEN.

DUR.FAC.

TYPE

TOT.LD

TC LL

TC DL

BC DLBC LL

AND WARNINGS AND SEE A100 FOR GENERAL NOTES, IMPORTANT SPECIFICATIONS

THIS DRAWING MUST BE REVIEWED BY A REGISTERED PROFESSIONAL ENGINEERBEFORE USE. VISIT www.alpinesys.com/specs FOR THE LATEST INFORMATION

AND WARNINGS. CCMC #12182-L, 12802-L, 13124-L

16'7"14

11'9"64"14

4'5"10

1'10"8 2'

5"7

4'4"

9

4'10

"5

W3

W44

12

4X7(B10R)

2X4

4X5[6]

5X6 1.5X4[8]

4X4[9]

A B

9'0"12

LEFT RAKE = 1'11"11

DESIGN CRIT=COMMERCIALPLT. TYP.-WAVE-CANADA

37.0psf 20.0psf 16.0psf 0.0psf 73.0psf 1.00

SPACING 24.0" COMNJOB #: S0891

160714

MR

08-31-2015

REV. 15.01.01B.0522.22QTY= 4 TOTAL= 4SEQ = 22617

Ground Snow Load = 38.40 psf OR LESS

Rain Load = 6.30 psf OR LESS

(Cb = 0.80 Cw = 1.00 Cs = 1.00,Importance factor= 1.00)

CONFORMS TO

NBCC 2010 PART 4

COMMERCIAL DESIGN

TOP CHORD 2x4 SPF #1/#2BOT CHORD 2x4 SPF 2100Fb-1.8E WEBS 2x3 SPF #1/#2 :W3, W4 2x4 SPF #1/#2:

MAX CSI: TC = 0.96, BC = 0.62, WEBS = 0.80.

TRUSS IS DESIGNED FOR UNBALANCED LOADING AS PER PART 4 OF NBCC CURRENT EDITION.

SEE A-100, NOTE 11 FOR STANDARD PLATE POSITIONING.

INTERACTION EQUATION AS PER CLAUSE 5.5.13.5 OF CSA-O86-O9 FOR TRUSS DESIGN.

Loc H W S L D F HzA 0' 9'0"12 5"8 863 0 674 2137 0B 16'4"6 9'0"12 3"8 873 0 679 2160 0

PLATES DESIGNED FOR FABRICATION USING SEASONED LUMBER.

DEFLECTION MEETS L/360 LIVE LOAD AND L/240 TOTAL LOAD.

LOADING SPEC'D BY AUTH. HAVING JURISDICTION @ TIME OF DESIGN.

4sx PLATE POSITIONING TOLERANCE.

JT PLATE LATERAL CHORDNo SIZE SHIFT BITE[ 6] 4X5 2.75 R 1.50[ 8] 1.5X4 S 1.75[ 9] 4X4 1.50 R 2.25

Job:(S0891) -GRIFF -City of Caraveli, Peru / A2 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT

SCALE =0.3750

REF

DATE

DRWG

O/A LEN.

DUR.FAC.

TYPE

TOT.LD

TC LL

TC DL

BC DLBC LL

AND WARNINGS AND SEE A100 FOR GENERAL NOTES, IMPORTANT SPECIFICATIONS

THIS DRAWING MUST BE REVIEWED BY A REGISTERED PROFESSIONAL ENGINEERBEFORE USE. VISIT www.alpinesys.com/specs FOR THE LATEST INFORMATION

AND WARNINGS. CCMC #12182-L, 12802-L, 13124-L

16'7"14

13'9"64"14

2'5"10

1'10"8 2'

5"7

5'0"

9

5'6"

5

Tc2

W4

412

4X7(B1)

3X4

4X6[6]

6X8 1.5X4

3X4[9][9]

A B

9'0"12

LEFT RAKE = 1'11"11

DESIGN CRIT=COMMERCIALPLT. TYP.-WAVE-CANADA

37.0psf 20.0psf 16.0psf 0.0psf 73.0psf 1.00

SPACING 24.0" COMNJOB #: S0891

160714

MR

08-31-2015

REV. 15.01.01B.0522.22QTY= 4 TOTAL= 4SEQ = 22623

Ground Snow Load = 38.40 psf OR LESS

Rain Load = 6.30 psf OR LESS

(Cb = 0.80 Cw = 1.00 Cs = 1.00,Importance factor= 1.00)

CONFORMS TO

NBCC 2010 PART 4

COMMERCIAL DESIGN

TOP CHORD 2x4 SPF 2100Fb-1.8E :Tc2 2x4 SPF #1/#2:BOT CHORD 2x4 SPF 2100Fb-1.8E WEBS 2x3 SPF #1/#2 :W4 2x4 SPF #1/#2:

MAX CSI: TC = 0.75, BC = 0.63, WEBS = 0.76.

TRUSS IS DESIGNED FOR UNBALANCED LOADING AS PER PART 4 OF NBCC CURRENT EDITION.

SEE A-100, NOTE 11 FOR STANDARD PLATE POSITIONING.

INTERACTION EQUATION AS PER CLAUSE 5.5.13.5 OF CSA-O86-O9 FOR TRUSS DESIGN.

Loc H W S L D F HzA 0' 9'0"12 5"8 863 0 674 2137 0B 16'4"6 9'0"12 3"8 873 0 679 2160 0

PLATES DESIGNED FOR FABRICATION USING SEASONED LUMBER.

DEFLECTION MEETS L/360 LIVE LOAD AND L/240 TOTAL LOAD.

R/E VERTICAL MAY NOT BE EXPOSED TO HORIZ. WIND PRESSURE.

LOADING SPEC'D BY AUTH. HAVING JURISDICTION @ TIME OF DESIGN.

4sx PLATE POSITIONING TOLERANCE.

JT PLATE LATERAL CHORDNo SIZE SHIFT BITE[ 6] 4X6 4.50 R 1.50[ 9] 3X4 S 2.50

Job:(S0891) -GRIFF -City of Caraveli, Peru / A3 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT

SCALE =0.3750

REF

DATE

DRWG

O/A LEN.

DUR.FAC.

TYPE

TOT.LD

TC LL

TC DL

BC DLBC LL

AND WARNINGS AND SEE A100 FOR GENERAL NOTES, IMPORTANT SPECIFICATIONS

THIS DRAWING MUST BE REVIEWED BY A REGISTERED PROFESSIONAL ENGINEERBEFORE USE. VISIT www.alpinesys.com/specs FOR THE LATEST INFORMATION

AND WARNINGS. CCMC #12182-L, 12802-L, 13124-L

16'7"14

15'9"610"8

1'10"8 2'

5"7

5'8"

9

6'2"

5

W3

W5

(a)

412

4X7(B1)

2X43X7

4X4[7]

4X5

4X5(R)

3X4

1.5X4[11]

4X5[12]

A B

9'0"12

LEFT RAKE = 1'11"11

DESIGN CRIT=COMMERCIALPLT. TYP.-WAVE-CANADA

37.0psf 20.0psf 16.0psf 0.0psf 73.0psf 1.00

SPACING 24.0" COMNJOB #: S0891

160714

MR

08-31-2015

REV. 15.01.01B.0522.22QTY= 4 TOTAL= 4SEQ = 22620

Ground Snow Load = 38.40 psf OR LESS

Rain Load = 6.30 psf OR LESS

(Cb = 0.80 Cw = 1.00 Cs = 1.00,Importance factor= 1.00)

CONFORMS TO

NBCC 2010 PART 4

COMMERCIAL DESIGN

TOP CHORD 2x4 SPF #1/#2BOT CHORD 2x4 SPF 2100Fb-1.8E WEBS 2x3 SPF #1/#2 :W3, W5 2x4 SPF #1/#2:

MAX CSI: TC = 0.96, BC = 0.63, WEBS = 0.45.

TRUSS IS DESIGNED FOR UNBALANCED LOADING AS PER PART 4 OF NBCC CURRENT EDITION.

SEE A-100, NOTE 11 FOR STANDARD PLATE POSITIONING.

INTERACTION EQUATION AS PER CLAUSE 5.5.10 OF CSA-O86-O9.

Loc H W S L D F HzA 0' 9'0"12 5"8 852 0 669 2116 0B 16'4"6 9'0"12 3"8 883 0 684 2181 0

PLATES DESIGNED FOR FABRICATION USING SEASONED LUMBER.

DEFLECTION MEETS L/360 LIVE LOAD AND L/240 TOTAL LOAD.

(a)2X4 SPF #3 OR BETTER CONTINUOUS LATERAL BRACING TO BE EQ. SPACED. ATTACH W/(2) 3.5" NAILS.BRACING MATERIAL SUPPLIED & ATTACHED TO PERMANENT BUILDING BRACING BY ERECTION CONTRACTOR.DESIGN OF PERMANENT BUILDING BRACING SYSTEM BY PROJECT ENGINEER OF RECORD.

R/E VERTICAL MAY NOT BE EXPOSED TO HORIZ. WIND PRESSURE.

LOADING SPEC'D BY AUTH. HAVING JURISDICTION @ TIME OF DESIGN.

4sx PLATE POSITIONING TOLERANCE.JT PLATE LATERAL CHORDNo SIZE SHIFT BITE[ 7] 4X4 2.25 R 1.50[11] 1.5X4 S 1.75[12] 4X5 S 2.00

Job:(S0891) -GRIFF -City of Caraveli, Peru / A4 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT

SCALE =0.3750

REF

DATE

DRWG

O/A LEN.

DUR.FAC.

TYPE

TOT.LD

TC LL

TC DL

BC DLBC LL

AND WARNINGS AND SEE A100 FOR GENERAL NOTES, IMPORTANT SPECIFICATIONS

THIS DRAWING MUST BE REVIEWED BY A REGISTERED PROFESSIONAL ENGINEERBEFORE USE. VISIT www.alpinesys.com/specs FOR THE LATEST INFORMATION

AND WARNINGS. CCMC #12182-L, 12802-L, 13124-L

16'7"14

1'10"8 2'

5"7

6'0"

1

6'8"

1

7'1"

13

W3

W4

(a)

412

4X7(B1)

1.5X4

4X4[6]

3X5

4X5

1.5X4

4X5[10]

A B

9'0"12

LEFT RAKE = 1'11"11 RIGHT RAKE = 2'1"5

DESIGN CRIT=COMMERCIALPLT. TYP.-WAVE-CANADA

37.0psf 20.0psf 16.0psf 0.0psf 73.0psf 1.00

SPACING 24.0" MONOJOB #: S0891

160714

MR

08-31-2015

REV. 15.01.01B.0522.22QTY= 96 TOTAL= 96SEQ = 22614

Ground Snow Load = 38.40 psf OR LESS

Rain Load = 6.30 psf OR LESS

(Cb = 0.80 Cw = 1.00 Cs = 1.00,Importance factor= 1.00)

CONFORMS TO

NBCC 2010 PART 4

COMMERCIAL DESIGN

TOP CHORD 2x4 SPF #1/#2BOT CHORD 2x4 SPF 2100Fb-1.8E WEBS 2x3 SPF #1/#2 :W3, W4 2x4 SPF #1/#2:

MAX CSI: TC = 0.67, BC = 0.63, WEBS = 0.47.

TRUSS IS DESIGNED FOR UNBALANCED LOADING AS PER PART 4 OF NBCC CURRENT EDITION.

SEE A-100, NOTE 11 FOR STANDARD PLATE POSITIONING.

INTERACTION EQUATION AS PER CLAUSE 5.5.13.5 OF CSA-O86-O9 FOR TRUSS DESIGN.

Loc H W S L D F HzA 0' 9'0"12 5"8 863 0 674 2137 0B 16'4"6 9'0"12 3"8 873 0 679 2160 0

PLATES DESIGNED FOR FABRICATION USING SEASONED LUMBER.

DEFLECTION MEETS L/360 LIVE LOAD AND L/240 TOTAL LOAD.

(a)2X4 SPF #3 OR BETTER CONTINUOUS LATERAL BRACING TO BE EQ. SPACED. ATTACH W/(2) 3.5" NAILS.BRACING MATERIAL SUPPLIED & ATTACHED TO PERMANENT BUILDING BRACING BY ERECTION CONTRACTOR.DESIGN OF PERMANENT BUILDING BRACING SYSTEM BY PROJECT ENGINEER OF RECORD.

R/E VERTICAL MAY NOT BE EXPOSED TO HORIZ. WIND PRESSURE.

LOADING SPEC'D BY AUTH. HAVING JURISDICTION @ TIME OF DESIGN.

4sx PLATE POSITIONING TOLERANCE.JT PLATE LATERAL CHORDNo SIZE SHIFT BITE[ 6] 4X4 2.25 R 1.50[10] 4X5 S 2.00

Job:(S0891) -GRIFF -City of Caraveli, Peru / A5 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT

SCALE =0.2500

REF

DATE

DRWG

O/A LEN.

DUR.FAC.

TYPE

TOT.LD

TC LL

TC DL

BC DLBC LL

AND WARNINGS AND SEE A100 FOR GENERAL NOTES, IMPORTANT SPECIFICATIONS

THIS DRAWING MUST BE REVIEWED BY A REGISTERED PROFESSIONAL ENGINEERBEFORE USE. VISIT www.alpinesys.com/specs FOR THE LATEST INFORMATION

AND WARNINGS. CCMC #12182-L, 12802-L, 13124-L

1'11"110"5

2'1'10"8

5"7

1'1"

5

1'7"

1

412

3X4(A1)

A B C

9'0"12

9'10"9

LEFT RAKE = 1'11"11

DESIGN CRIT=COMMERCIALPLT. TYP.-WAVE-CANADA

37.0psf 20.0psf 16.0psf 0.0psf 73.0psf 1.00

SPACING 24.0" CAJACCSJOB #: S0891

2

MR

08-31-2015

REV. 15.01.01B.0522.22QTY= 4 TOTAL= 4SEQ = 22650

Ground Snow Load = 38.40 psf OR LESS

Rain Load = 6.30 psf OR LESS

(Cb = 0.80 Cw = 1.00 Cs = 1.00,Importance factor= 1.00)

CONFORMS TO

NBCC 2010 PART 4

COMMERCIAL DESIGN

TOP CHORD 2x4 SPF #1/#2BOT CHORD 2x4 SPF #1/#2

MAX CSI: TC = 0.44, BC = 0.06.

TRUSS IS DESIGNED FOR UNBALANCED LOADING AS PER PART 4 OF NBCC CURRENT EDITION.

SEE A-100, NOTE 11 FOR STANDARD PLATE POSITIONING.

INTERACTION EQUATION AS PER CLAUSE 5.5.13.5 OF CSA-O86-O9 FOR TRUSS DESIGN.

Loc H W S L D F HzA 0' 9'0"12 5"8 242 0 146 547 0B 1'11"11 9'10"9 1"8 70 0 38 154 0C 2' 9'0"12 1"8 11 0 33 59 0

PLATES DESIGNED FOR FABRICATION USING SEASONED LUMBER.

DEFLECTION MEETS L/360 LIVE LOAD AND L/240 TOTAL LOAD.

2 NAIL BEARINGS WITH A MAXIMUM FACTORED REACTION OF 154.18.

WARNING: TRUSS IS DESIGNED TO BEAR AT SPECIFIC LOCATIONS.

LOADING SPEC'D BY AUTH. HAVING JURISDICTION @ TIME OF DESIGN.

4sx PLATE POSITIONING TOLERANCE.

Job:(S0891) -GRIFF -City of Caraveli, Peru / CJ1 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT

SCALE =1.0000

REF

DATE

DRWG

O/A LEN.

DUR.FAC.

TYPE

TOT.LD

TC LL

TC DL

BC DLBC LL

AND WARNINGS AND SEE A100 FOR GENERAL NOTES, IMPORTANT SPECIFICATIONS

THIS DRAWING MUST BE REVIEWED BY A REGISTERED PROFESSIONAL ENGINEERBEFORE USE. VISIT www.alpinesys.com/specs FOR THE LATEST INFORMATION

AND WARNINGS. CCMC #12182-L, 12802-L, 13124-L

3'11"11

2'1'10"8 1'11"11

5"7

1'9"

5

2'3"

1

412

3X4(A1)

A B C

9'0"12

10'6"9

LEFT RAKE = 1'11"11 RIGHT RAKE = 2'1"

DESIGN CRIT=COMMERCIALPLT. TYP.-WAVE-CANADA

37.0psf 20.0psf 16.0psf 0.0psf 73.0psf 1.00

SPACING 24.0" CAJACCSJOB #: S0891

2

MR

08-31-2015

REV. 15.01.01B.0522.22QTY= 4 TOTAL= 4SEQ = 22653

Ground Snow Load = 38.40 psf OR LESS

Rain Load = 6.30 psf OR LESS

(Cb = 0.80 Cw = 1.00 Cs = 1.00,Importance factor= 1.00)

CONFORMS TO

NBCC 2010 PART 4

COMMERCIAL DESIGN

TOP CHORD 2x4 SPF #1/#2BOT CHORD 2x4 SPF #1/#2

MAX CSI: TC = 0.44, BC = 0.29.

TRUSS IS DESIGNED FOR UNBALANCED LOADING AS PER PART 4 OF NBCC CURRENT EDITION.

SEE A-100, NOTE 11 FOR STANDARD PLATE POSITIONING.

INTERACTION EQUATION AS PER CLAUSE 5.5.13.5 OF CSA-O86-O9 FOR TRUSS DESIGN.

Loc H W S L D F HzA 0' 9'0"12 5"8 297 0 174 663 0B 2' 9'0"12 1"8 59 0 57 160 0C 3'11"11 10'6"9 1"8 138 0 66 290 0

PLATES DESIGNED FOR FABRICATION USING SEASONED LUMBER.

DEFLECTION MEETS L/360 LIVE LOAD AND L/240 TOTAL LOAD.

2 NAIL BEARINGS WITH A MAXIMUM FACTORED REACTION OF 290.64.

WARNING: TRUSS IS DESIGNED TO BEAR AT SPECIFIC LOCATIONS.

LOADING SPEC'D BY AUTH. HAVING JURISDICTION @ TIME OF DESIGN.

4sx PLATE POSITIONING TOLERANCE.

Job:(S0891) -GRIFF -City of Caraveli, Peru / CJ2 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT

SCALE =1.0000

REF

DATE

DRWG

O/A LEN.

DUR.FAC.

TYPE

TOT.LD

TC LL

TC DL

BC DLBC LL

AND WARNINGS AND SEE A100 FOR GENERAL NOTES, IMPORTANT SPECIFICATIONS

THIS DRAWING MUST BE REVIEWED BY A REGISTERED PROFESSIONAL ENGINEERBEFORE USE. VISIT www.alpinesys.com/specs FOR THE LATEST INFORMATION

AND WARNINGS. CCMC #12182-L, 12802-L, 13124-L

5'11"11

2'1'10"8 3'11"11

5"7

2'5"

5

2'11

"1

412

3X4(A1)

A B C

9'0"12

11'2"9

LEFT RAKE = 1'11"11 RIGHT RAKE = 4'2"4

DESIGN CRIT=COMMERCIALPLT. TYP.-WAVE-CANADA

37.0psf 20.0psf 16.0psf 0.0psf 73.0psf 1.00

SPACING 24.0" CAJACCSJOB #: S0891

2

MR

08-31-2015

REV. 15.01.01B.0522.22QTY= 4 TOTAL= 4SEQ = 22656

Ground Snow Load = 38.40 psf OR LESS

Rain Load = 6.30 psf OR LESS

(Cb = 0.80 Cw = 1.00 Cs = 1.00,Importance factor= 1.00)

CONFORMS TO

NBCC 2010 PART 4

COMMERCIAL DESIGN

TOP CHORD 2x4 SPF #1/#2BOT CHORD 2x4 SPF #1/#2

MAX CSI: TC = 0.69, BC = 0.71.

TRUSS IS DESIGNED FOR UNBALANCED LOADING AS PER PART 4 OF NBCC CURRENT EDITION.

SEE A-100, NOTE 11 FOR STANDARD PLATE POSITIONING.

INTERACTION EQUATION AS PER CLAUSE 5.5.13.5 OF CSA-O86-O9 FOR TRUSS DESIGN.

Loc H W S L D F HzA 0' 9'0"12 5"8 313 0 181 697 0B 2' 9'0"12 1"8 147 0 99 344 0C 5'11"11 11'2"9 1"8 203 0 96 426 0

PLATES DESIGNED FOR FABRICATION USING SEASONED LUMBER.

DEFLECTION MEETS L/360 LIVE LOAD AND L/240 TOTAL LOAD.

2 NAIL BEARINGS WITH A MAXIMUM FACTORED REACTION OF 426.05.

WARNING: TRUSS IS DESIGNED TO BEAR AT SPECIFIC LOCATIONS.

LOADING SPEC'D BY AUTH. HAVING JURISDICTION @ TIME OF DESIGN.

4sx PLATE POSITIONING TOLERANCE.

Job:(S0891) -GRIFF -City of Caraveli, Peru / CJ3 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT

SCALE =1.0000

REF

DATE

DRWG

O/A LEN.

DUR.FAC.

TYPE

TOT.LD

TC LL

TC DL

BC DLBC LL

AND WARNINGS AND SEE A100 FOR GENERAL NOTES, IMPORTANT SPECIFICATIONS

THIS DRAWING MUST BE REVIEWED BY A REGISTERED PROFESSIONAL ENGINEERBEFORE USE. VISIT www.alpinesys.com/specs FOR THE LATEST INFORMATION

AND WARNINGS. CCMC #12182-L, 12802-L, 13124-L

2'

7'11"11

1'10"8 5'11"11

2'9"

13

5"7

1'1"

7

3'1"

5

3'7"

1

412

3X4(A1)

1.5X4

1.5X4

(J)Supporting Member: (1)A B C

9'0"12

11'10"9

LEFT RAKE = 1'11"11 RIGHT RAKE = 6'3"9

DESIGN CRIT=COMMERCIALPLT. TYP.-WAVE-CANADA

37.0psf 20.0psf 16.0psf 0.0psf 73.0psf 1.00

SPACING 24.0" CAJACCSJOB #: S0891

2

MR

08-31-2015

REV. 15.01.01B.0522.22QTY= 4 TOTAL= 4SEQ = 22663

Ground Snow Load = 38.40 psf OR LESS

Rain Load = 6.30 psf OR LESS

(Cb = 0.80 Cw = 1.00 Cs = 1.00,Importance factor= 1.00)

CONFORMS TO

NBCC 2010 PART 4

COMMERCIAL DESIGN

TOP CHORD 2x4 SPF 2100Fb-1.8EBOT CHORD 2x4 SPF #1/#2 WEBS 2x3 SPF #1/#2

MAX CSI: TC = 0.73, BC = 0.11, WEBS = 0.08.

TRUSS IS DESIGNED FOR UNBALANCED LOADING AS PER PART 4 OF NBCC CURRENT EDITION.

SEE A-100, NOTE 11 FOR STANDARD PLATE POSITIONING.

INTERACTION EQUATION AS PER CLAUSE 5.5.13.5 OF CSA-O86-O9 FOR TRUSS DESIGN.

Loc H W S L D F HzA 0' 9'0"12 5"8 317 0 180 701 0B 1'9" 9'0"12 3" 259 0 156 584 0C 7'11"11 11'10"9 1"8 256 0 121 535 0

PLATES DESIGNED FOR FABRICATION USING SEASONED LUMBER.

DEFLECTION MEETS L/360 LIVE LOAD AND L/240 TOTAL LOAD.

1 NAIL BEARINGS WITH A MAXIMUM FACTORED REACTION OF 535.74.

WARNING: TRUSS IS DESIGNED TO BEAR AT SPECIFIC LOCATIONS.

LOADING SPEC'D BY AUTH. HAVING JURISDICTION @ TIME OF DESIGN.4sx PLATE POSITIONING TOLERANCE.

Job:(S0891) -GRIFF -City of Caraveli, Peru / CJ4 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT

SCALE =0.7500

REF

DATE

DRWG

O/A LEN.

DUR.FAC.

TYPE

TOT.LD

TC LL

TC DL

BC DLBC LL

AND WARNINGS AND SEE A100 FOR GENERAL NOTES, IMPORTANT SPECIFICATIONS

THIS DRAWING MUST BE REVIEWED BY A REGISTERED PROFESSIONAL ENGINEERBEFORE USE. VISIT www.alpinesys.com/specs FOR THE LATEST INFORMATION

AND WARNINGS. CCMC #12182-L, 12802-L, 13124-L

10'2"4

1'11"11 8'2"9

1'10"8

5"7 7"41'

1"5

1'7"

1

2'0"12

44#

2'110#

2'

232#

2'390#

2'1"8

412

4X5(A1)

H = H1A B C

9'0"12

9'10"9

LEFT RAKE = 1'11"11

DESIGN CRIT=COMMERCIALPLT. TYP.-WAVE-CANADA

37.0psf 20.0psf 16.0psf 0.0psf 73.0psf 1.00

SPACING 24.0" CAJACCEJOB #: S0891

100204

MR

08-31-2015

REV. 15.01.01B.0522.22QTY= 4 TOTAL= 4SEQ = 22667

Ground Snow Load = 38.40 psf OR LESS

Rain Load = 6.30 psf OR LESS

(Cb = 0.80 Cw = 1.00 Cs = 1.00,Importance factor= 1.00)

CONFORMS TO

NBCC 2010 PART 4

COMMERCIAL DESIGN

TOP CHORD 2x4 SPF #1/#2BOT CHORD 2x8 DF 1950Fb-1.7E

MAX CSI: TC = 0.82, BC = 0.39.

TRUSS IS DESIGNED FOR UNBALANCED LOADING AS PER PART 4 OF NBCC CURRENT EDITION.

SEE A-100, NOTE 11 FOR STANDARD PLATE POSITIONING.

Loc H W S L D F HzA 0' 9'0"12 5"8 254 0 176 602 0B 1'11"11 9'10"9 1"8 264 0 199 646 0C 9'11"4 9'0"12 3" 283 0 187 659 0

PLATES DESIGNED FOR FABRICATION USING SEASONED LUMBER.

DEFLECTION MEETS L/360 LIVE LOAD AND L/240 TOTAL LOAD.

*** WARNING: TOP CHORD NAILED REACTION EXCEEDS ALLOWABLE. 1 NAIL BEARINGS WITH A MAXIMUMFACTORED REACTION OF 646.47.

WARNING: TRUSS IS DESIGNED TO BEAR AT SPECIFIC LOCATIONS.Comm.Ld[3U1SL]- 2 (Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) From S/ L/ W/ D plf To S/ L/ W/ D plf TC- -1.88 85/ 0/ 0/40 1.97 85/ 0/ 0/40 BC- 0.00 0/ 0/ 0/32 1.97 0/ 0/ 0/32 BC- 12/0/0/33 lb Conc. Load at 2.06 BC- 59/0/0/57 lb Conc. Load at 4.06 BC- 147/0/0/99 lb Conc. Load at 6.06 BC- 260/0/0/156 lb Conc. Load at 8.06

LOADING SPEC'D BY AUTH. HAVING JURISDICTION @ TIME OF DESIGN.

4sx PLATE POSITIONING TOLERANCE.

(J) Hanger Support Required, by others

Job:(S0891) -GRIFF -City of Caraveli, Peru / J1 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT

SCALE =0.5000

REF

DATE

DRWG

O/A LEN.

DUR.FAC.

TYPE

TOT.LD

TC LL

TC DL

BC DLBC LL

AND WARNINGS AND SEE A100 FOR GENERAL NOTES, IMPORTANT SPECIFICATIONS

THIS DRAWING MUST BE REVIEWED BY A REGISTERED PROFESSIONAL ENGINEERBEFORE USE. VISIT www.alpinesys.com/specs FOR THE LATEST INFORMATION

AND WARNINGS. CCMC #12182-L, 12802-L, 13124-L

10'2"4

3'11"11 6'2"9

1'10"8

5"7

1'9"

5

2'3"

1

412

4X5(A1)

3X5

1.5X4[6]

H = H1A B C

9'0"12

10'6"9

LEFT RAKE = 1'11"11

DESIGN CRIT=COMMERCIALPLT. TYP.-WAVE-CANADA

37.0psf 20.0psf 16.0psf 0.0psf 73.0psf 1.00

SPACING 24.0" CAJACCEJOB #: S0891

100204

MR

08-31-2015

REV. 15.01.01B.0522.22QTY= 4 TOTAL= 4SEQ = 22647

Ground Snow Load = 38.40 psf OR LESS

Rain Load = 6.30 psf OR LESS

(Cb = 0.80 Cw = 1.00 Cs = 1.00,Importance factor= 1.00)

CONFORMS TO

NBCC 2010 PART 4

COMMERCIAL DESIGN

TOP CHORD 2x4 SPF #1/#2BOT CHORD 2x6 SPF #1/#2 WEBS 2x3 SPF #1/#2

MAX CSI: TC = 0.44, BC = 0.22, WEBS = 0.12.

TRUSS IS DESIGNED FOR UNBALANCED LOADING AS PER PART 4 OF NBCC CURRENT EDITION.

SEE A-100, NOTE 11 FOR STANDARD PLATE POSITIONING.

INTERACTION EQUATION AS PER CLAUSE 5.5.13.5 OF CSA-O86-O9 FOR TRUSS DESIGN.

Loc H W S L D F HzA 0' 9'0"12 5"8 328 0 204 748 0B 3'11"11 10'6"9 1"8 165 0 265 579 0C 9'11"4 9'0"12 3" 1 0 90 126 0

PLATES DESIGNED FOR FABRICATION USING SEASONED LUMBER.

DEFLECTION MEETS L/360 LIVE LOAD AND L/240 TOTAL LOAD.

*** WARNING: TOP CHORD NAILED REACTION EXCEEDS ALLOWABLE. 1 NAIL BEARINGS WITH A MAXIMUMFACTORED REACTION OF 579.33.

WARNING: TRUSS IS DESIGNED TO BEAR AT SPECIFIC LOCATIONS.

LOADING SPEC'D BY AUTH. HAVING JURISDICTION @ TIME OF DESIGN.4sx PLATE POSITIONING TOLERANCE.

JT PLATE LATERAL CHORDNo SIZE SHIFT BITE[ 6] 1.5X4 S 2.00

(J) Hanger Support Required, by others

Job:(S0891) -GRIFF -City of Caraveli, Peru / J2 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT

SCALE =0.5000

REF

DATE

DRWG

O/A LEN.

DUR.FAC.

TYPE

TOT.LD

TC LL

TC DL

BC DLBC LL

AND WARNINGS AND SEE A100 FOR GENERAL NOTES, IMPORTANT SPECIFICATIONS

THIS DRAWING MUST BE REVIEWED BY A REGISTERED PROFESSIONAL ENGINEERBEFORE USE. VISIT www.alpinesys.com/specs FOR THE LATEST INFORMATION

AND WARNINGS. CCMC #12182-L, 12802-L, 13124-L

10'2"4

5'11"11 4'2"9

1'10"8

5"73"8

2'5"

5

2'11

"1

412

3X4(A1)

3X5

1.5X4

H = H1

A B C

9'0"12

11'2"9

LEFT RAKE = 1'11"11

DESIGN CRIT=COMMERCIALPLT. TYP.-WAVE-CANADA

37.0psf 20.0psf 16.0psf 0.0psf 73.0psf 1.00

SPACING 24.0" CAJACCEJOB #: S0891

100204

MR

08-31-2015

REV. 15.01.01B.0522.22QTY= 4 TOTAL= 4SEQ = 22640

Ground Snow Load = 38.40 psf OR LESS

Rain Load = 6.30 psf OR LESS

(Cb = 0.80 Cw = 1.00 Cs = 1.00,Importance factor= 1.00)

CONFORMS TO

NBCC 2010 PART 4

COMMERCIAL DESIGN

TOP CHORD 2x4 SPF 2100Fb-1.8EBOT CHORD 2x4 SPF #1/#2 WEBS 2x3 SPF #1/#2

MAX CSI: TC = 0.71, BC = 0.47, WEBS = 0.10.

TRUSS IS DESIGNED FOR UNBALANCED LOADING AS PER PART 4 OF NBCC CURRENT EDITION.

SEE A-100, NOTE 11 FOR STANDARD PLATE POSITIONING.

INTERACTION EQUATION AS PER CLAUSE 5.5.13.5 OF CSA-O86-O9 FOR TRUSS DESIGN.

Loc H W S L D F HzA 0' 9'0"12 5"8 410 0 283 969 0B 5'11"11 11'2"9 1"8 255 0 297 756 0C 9'11"4 9'0"12 3" 0 0 58 81 0

PLATES DESIGNED FOR FABRICATION USING SEASONED LUMBER.

DEFLECTION MEETS L/360 LIVE LOAD AND L/240 TOTAL LOAD.

*** WARNING: TOP CHORD NAILED REACTION EXCEEDS ALLOWABLE. 1 NAIL BEARINGS WITH A MAXIMUMFACTORED REACTION OF 756.21.

WARNING: TRUSS IS DESIGNED TO BEAR AT SPECIFIC LOCATIONS.

LOADING SPEC'D BY AUTH. HAVING JURISDICTION @ TIME OF DESIGN.4sx PLATE POSITIONING TOLERANCE.

(J) Hanger Support Required, by others

Job:(S0891) -GRIFF -City of Caraveli, Peru / J3 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT

SCALE =0.5000

REF

DATE

DRWG

O/A LEN.

DUR.FAC.

TYPE

TOT.LD

TC LL

TC DL

BC DLBC LL

AND WARNINGS AND SEE A100 FOR GENERAL NOTES, IMPORTANT SPECIFICATIONS

THIS DRAWING MUST BE REVIEWED BY A REGISTERED PROFESSIONAL ENGINEERBEFORE USE. VISIT www.alpinesys.com/specs FOR THE LATEST INFORMATION

AND WARNINGS. CCMC #12182-L, 12802-L, 13124-L

10'2"4

7'11"11 2'2"9

1'10"8

5"73"8

3'1"

5

3'7"

1

412

3X5(A1)

1.5X4

3X5

3X4

H = H1

A B C

9'0"12

11'10"9

LEFT RAKE = 1'11"11

DESIGN CRIT=COMMERCIALPLT. TYP.-WAVE-CANADA

37.0psf 20.0psf 16.0psf 0.0psf 73.0psf 1.00

SPACING 24.0" CAJACCEJOB #: S0891

100204

MR

08-31-2015

REV. 15.01.01B.0522.22QTY= 4 TOTAL= 4SEQ = 22636

Ground Snow Load = 38.40 psf OR LESS

Rain Load = 6.30 psf OR LESS

(Cb = 0.80 Cw = 1.00 Cs = 1.00,Importance factor= 1.00)

CONFORMS TO

NBCC 2010 PART 4

COMMERCIAL DESIGN

TOP CHORD 2x4 SPF #1/#2BOT CHORD 2x4 SPF #1/#2 WEBS 2x3 SPF #1/#2

MAX CSI: TC = 0.45, BC = 0.44, WEBS = 0.72.

TRUSS IS DESIGNED FOR UNBALANCED LOADING AS PER PART 4 OF NBCC CURRENT EDITION.

SEE A-100, NOTE 11 FOR STANDARD PLATE POSITIONING.

INTERACTION EQUATION AS PER CLAUSE 5.5.13.5 OF CSA-O86-O9 FOR TRUSS DESIGN.

Loc H W S L D F HzA 0' 9'0"12 5"8 550 0 418 1348 0B 7'11"11 11'10"9 1"8 55 0 27 117 0C 9'11"4 9'0"12 3" 227 0 264 671 0

PLATES DESIGNED FOR FABRICATION USING SEASONED LUMBER.

DEFLECTION MEETS L/360 LIVE LOAD AND L/240 TOTAL LOAD.

1 NAIL BEARINGS WITH A MAXIMUM FACTORED REACTION OF 117.96.

WARNING: TRUSS IS DESIGNED TO BEAR AT SPECIFIC LOCATIONS.

LOADING SPEC'D BY AUTH. HAVING JURISDICTION @ TIME OF DESIGN.4sx PLATE POSITIONING TOLERANCE.

(J) Hanger Support Required, by others

Job:(S0891) -GRIFF -City of Caraveli, Peru / J4 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT

SCALE =0.5000

REF

DATE

DRWG

O/A LEN.

DUR.FAC.

TYPE

TOT.LD

TC LL

TC DL

BC DLBC LL

AND WARNINGS AND SEE A100 FOR GENERAL NOTES, IMPORTANT SPECIFICATIONS

THIS DRAWING MUST BE REVIEWED BY A REGISTERED PROFESSIONAL ENGINEERBEFORE USE. VISIT www.alpinesys.com/specs FOR THE LATEST INFORMATION

AND WARNINGS. CCMC #12182-L, 12802-L, 13124-L

10'2"4

9'11"112"9

1'10"8

3'5"

13

5"73"8

3'9"

5

4'3"

1

1"12

412

3X5(B5R)

1.5X4

3X5

3X5

4X4[8]

(J)

A BC

9'0"12

12'6"9

LEFT RAKE = 1'11"11

DESIGN CRIT=COMMERCIALPLT. TYP.-WAVE-CANADA

37.0psf 20.0psf 16.0psf 0.0psf 73.0psf 1.00

SPACING 24.0" EJACKJOB #: S0891

100204

MR

08-31-2015

REV. 15.01.01B.0522.22QTY= 4 TOTAL= 4SEQ = 22629

Ground Snow Load = 38.40 psf OR LESS

Rain Load = 6.30 psf OR LESS

(Cb = 0.80 Cw = 1.00 Cs = 1.00,Importance factor= 1.00)

CONFORMS TO

NBCC 2010 PART 4

COMMERCIAL DESIGN

TOP CHORD 2x4 SPF #1/#2BOT CHORD 2x4 SPF #1/#2 WEBS 2x3 SPF #1/#2

MAX CSI: TC = 0.51, BC = 0.44, WEBS = 0.72.

TRUSS IS DESIGNED FOR UNBALANCED LOADING AS PER PART 4 OF NBCC CURRENT EDITION.

SEE A-100, NOTE 11 FOR STANDARD PLATE POSITIONING.

INTERACTION EQUATION AS PER CLAUSE 5.5.13.5 OF CSA-O86-O9 FOR TRUSS DESIGN.

Loc H W S L D F HzA 0' 9'0"12 5"8 583 0 434 1419 0B 9'11"4 9'0"12 3" 259 0 325 286 0C 9'11"11 12'6"9 1"8 158 0 39 796 0

PLATES DESIGNED FOR FABRICATION USING SEASONED LUMBER.

DEFLECTION MEETS L/360 LIVE LOAD AND L/240 TOTAL LOAD.

*** WARNING: TOP CHORD NAILED REACTION EXCEEDS ALLOWABLE. 1 NAIL BEARINGS WITH A MAXIMUMFACTORED REACTION OF 796.97.

WARNING: TRUSS IS DESIGNED TO BEAR AT SPECIFIC LOCATIONS.

LOADING SPEC'D BY AUTH. HAVING JURISDICTION @ TIME OF DESIGN.4sx PLATE POSITIONING TOLERANCE.

JT PLATE LATERAL CHORDNo SIZE SHIFT BITE[ 8] 4X4 1.75 R 1.50

Job:(S0891) -GRIFF -City of Caraveli, Peru / J5 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT

SCALE =0.5000

REF

DATE

DRWG

O/A LEN.

DUR.FAC.

TYPE

TOT.LD

TC LL

TC DL

BC DLBC LL

AND WARNINGS AND SEE A100 FOR GENERAL NOTES, IMPORTANT SPECIFICATIONS

THIS DRAWING MUST BE REVIEWED BY A REGISTERED PROFESSIONAL ENGINEERBEFORE USE. VISIT www.alpinesys.com/specs FOR THE LATEST INFORMATION

AND WARNINGS. CCMC #12182-L, 12802-L, 13124-L

10'2"4

1'10"8

3'6"

8

5"7

3'10

"3

4'3"

15

1"

412

3X5(B5R)

1.5X4

3X5

1.5X4

4X4[8]

H = H1A B C

9'0"12

12'7"4

LEFT RAKE = 1'11"11

DESIGN CRIT=COMMERCIALPLT. TYP.-WAVE-CANADA

37.0psf 20.0psf 16.0psf 0.0psf 73.0psf 1.00

SPACING 24.0" EJACKJOB #: S0891

100204

MR

08-31-2015

REV. 15.01.01B.0522.22QTY= 16 TOTAL= 16SEQ = 22626

Ground Snow Load = 38.40 psf OR LESS

Rain Load = 6.30 psf OR LESS

(Cb = 0.80 Cw = 1.00 Cs = 1.00,Importance factor= 1.00)

CONFORMS TO

NBCC 2010 PART 4

COMMERCIAL DESIGN

TOP CHORD 2x4 SPF #1/#2BOT CHORD 2x4 SPF #1/#2 WEBS 2x3 SPF #1/#2

MAX CSI: TC = 0.50, BC = 0.43, WEBS = 0.79.

TRUSS IS DESIGNED FOR UNBALANCED LOADING AS PER PART 4 OF NBCC CURRENT EDITION.

SEE A-100, NOTE 11 FOR STANDARD PLATE POSITIONING.

INTERACTION EQUATION AS PER CLAUSE 5.5.13.5 OF CSA-O86-O9 FOR TRUSS DESIGN.

Loc H W S L D F HzA 0' 9'0"12 5"8 583 0 437 1422 0B 9'11"4 9'0"12 3" 705 0 514 1701 0C 10'2"4 12'7"4 1"8 0 0 0 -583 0

PLATES DESIGNED FOR FABRICATION USING SEASONED LUMBER.

**WARNING** A FACTORED UPLIFT REACTION OF -583# OCCURED ON A NON-WIND LOAD CASE. SPEC.CONNECTION OR HANGER IS REQUIRED.

DEFLECTION MEETS L/360 LIVE LOAD AND L/240 TOTAL LOAD.

1 NAIL BEARINGS WITH A MAXIMUM FACTORED REACTION OF 0.00.

WARNING: TRUSS IS DESIGNED TO BEAR AT SPECIFIC LOCATIONS.LOADING SPEC'D BY AUTH. HAVING JURISDICTION @ TIME OF DESIGN.

4sx PLATE POSITIONING TOLERANCE.JT PLATE LATERAL CHORDNo SIZE SHIFT BITE[ 8] 4X4 1.75 R 1.75 (J) Hanger Support Required, by others

Job:(S0891) -GRIFF -City of Caraveli, Peru / J6 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT

SCALE =0.5000

REF

DATE

DRWG

O/A LEN.

DUR.FAC.

TYPE

TOT.LD

TC LL

TC DL

BC DLBC LL

AND WARNINGS AND SEE A100 FOR GENERAL NOTES, IMPORTANT SPECIFICATIONS

THIS DRAWING MUST BE REVIEWED BY A REGISTERED PROFESSIONAL ENGINEERBEFORE USE. VISIT www.alpinesys.com/specs FOR THE LATEST INFORMATION

AND WARNINGS. CCMC #12182-L, 12802-L, 13124-L

17'0"11

5"10

4'5"

14

5'6"13

540#

2'8"7191#1"8414#

2'8"7280#1"8528#

2'8"7352#1"8

78#

2'11"560#1"1

2.8312

H0514

A B C

9'

10'7"3

12'7"4

DESIGN CRIT=COMMERCIALPLT. TYP.-HS-CANADA

37.0psf 20.0psf 0.0psf 0.0psf 57.0psf 1.00

SPACING see above CALF_RAFTERJOB #: S0891

140414

MR

08-31-2015

REV. 15.01.01B.0522.22QTY= 4 TOTAL= 4SEQ = 22712

Ground Snow Load = 38.40 psf OR LESS

Rain Load = 6.30 psf OR LESS

(Cb = 0.80 Cw = 1.00 Cs = 1.00,Importance factor= 1.00)

CONFORMS TO

NBCC 2010 PART 4

COMMERCIAL DESIGN

TOP CHORD 2x6 DF 2400Fb-2.0EBOT CHORD

MAX CSI: TC = 0.75, BC = 0.00.

TRUSS IS DESIGNED FOR UNBALANCED LOADING AS PER PART 4 OF NBCC CURRENT EDITION.

SEE A-100, NOTE 11 FOR STANDARD PLATE POSITIONING.

INTERACTION EQUATION AS PER CLAUSE 5.5.10 OF CSA-O86-O9.

Loc H W S L D F HzA -1"8 9' 1"8 232 0 186 582 0B 6'8" 10'7"3 1"8 887 0 761 2283 0C 14'4"14 12'7"4 1"8 549 0 507 1459 0

PLATES DESIGNED FOR FABRICATION USING SEASONED LUMBER.

DEFLECTION MEETS L/360 LIVE LOAD AND L/240 TOTAL LOAD.

*** WARNING: TOP CHORD NAILED REACTION EXCEEDS ALLOWABLE. 3 NAIL BEARINGS WITH A MAXIMUMFACTORED REACTION OF 2283.15.

TRUSSES TO BE SPACED AT 0.0" O.C. MAXIMUM.

WARNING: TRUSS IS DESIGNED TO BEAR AT SPECIFIC LOCATIONS.

Comm.Ld[3SL]- 1 (Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) From S/ L/ W/ D plf To S/ L/ W/ D plf TC- -2.65 0/ 0/ 0/ 1 14.41 0/ 0/ 0/ 1 TC- 336/0/0/238 lb Conc. Load at 2.92 TC- 138/0/0/67 lb Conc. Load at 5.62 TC- 165/0/0/265 lb Conc. Load at 5.75 TC- 203/0/0/97 lb Conc. Load at 8.45 TC- 256/0/0/298 lb Conc. Load at 8.57 TC- 256/0/0/121 lb Conc. Load at 11.28 TC- 56/0/0/27 lb Conc. Load at 11.40 TC- 260/0/0/326 lb Conc. Load at 14.32

LOADING SPEC'D BY AUTH. HAVING JURISDICTION @ TIME OF DESIGN.

4sx PLATE POSITIONING TOLERANCE.

Job:(S0891) -GRIFF -City of Caraveli, Peru / RJ1 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT

SCALE =0.2500