intelliVIEW - Letherer Truss & Wall Systems, Inc.(91960) / -RYCENGA BLDG CTR /MOTT RES / G4G 50'8" Gable This dwg. prepared by the ITW job designer program from truss mfr's layout

7/127/12

7/12

7/12

7/12

7/12

7/12

7/12

7/12

7/1212'9"4

8'

4'2"12

22'8"12'8"

47'5"10

11'2"6

58'8"

1'11

"42'2'2'2'2'2'2'2'2'2'2'2'2'2'2'2'2'2'2'2'2'2'2'2'2'2'2'2'7"4

42'8

"

50'8

"

10'

6'

74'

10'7"15

8"4

11'3

"12

1"8

11'3

"12

14'8

"9'

4"14

'8"

21'4

"

45'4

"30

'

3'4"

26'8

"13

'4"

16'8

"15

'4"

75'4

"

2'8"

16'12'19'5"1011'2"6

30'12'9"411'10"910'8"32'8"

importantmain roof layoutfrom here (24" oc) >>>>>>>

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no structural header

structural header required

#91960 Rycenga Building CenterJared Mott Personal

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Structural Header

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PAGE NO:

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JOB NO:

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Job:(91960) / -RYCENGA BLDG CTR /MOTT RES / G4G 50'8" Gable This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x6 SPF 1650f-1.5EBot chord 2x6 SPF 1650f-1.5E :B1 2x6 SP 2700f-2.0E: Webs 2x4 SPF Stud:W3, W6, W10, W19, W20 2x4 SPF #1/#2: :W9, W13, W15, W16, W17 2x4 SPF #3::Rt Slider 2x8 SPF #1/#2: BLOCK LENGTH = 2.500'

All plates are 1.5X4 except as noted. Brg blocks:0.131"x3", min. nailsbrg x-loc #blocks length/blk #nails/blk wall plate 2 42.333' 1 17" 23 SP StandardBrg block to be same size and species as chord.Refer to drawing CNNAILSP1014 for more information.

(**) 1 plate(s) require special positioning. Refer to scaled plate plotdetails for special positioning requirements.

115 mph wind, 15.04 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.

Wind loads and reactions based on MWFRS with additional C&Cmember design.

Right cantilever is exposed to wind Truss designed to support 0-0-0 top chord outlookers and claddingload not to exceed 0.05 PSF one face and 24.0" span opposite face.Top chord must not be cut or notched.See DWGS A11530ENC101014, GBLLETIN1014, & GABRST101014

for gable wind bracing requirements.(b) scab reinforcement. 80% length of web member. Same size,species & grade or better. Attach with 10d Box or Gun(0.128"x3",min.)nails @ 6" OC.

(a) 2 SCAB reinforcing members. 80% length of web member. Samesize, species & grade or better. Attach one to each face w/10d Boxor Gun (0.128"x3",min.) nails @ 6" OC.

Truss passed check for 20 psf additional bottom chord live load inareas with 42"-high x 24"-wide clearance.

Bottom chord checked for 10.00 psf non-concurrent bottom chordlive load applied per IBC-15 section 1607.

PLT TYP. WAVEDESC = G4G 50'8" Gable

DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 1 REV. 16.02.01A.0117.21

Maximum Reactions (lbs), or *=PLFLoc R / U / Rw / Rh / RL / W

AP*478 / - / 97 / - / 16 / 139AB 4958 / - / 1086 / - / - / 4.0Wind reactions based on MWFRSAP Min Brg Width Req = -AB Min Brg Width Req = -Bearings AP & AB Fcperp = 565psi.

Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.

A - B 218 0B - C 36 - 508C - D 59 - 360D - E 54 - 371E - F 68 - 359F - G 71 - 283G - H 89 - 305H - I 94 - 253I - J 112 - 367J - K 178 - 1693K - L 189 - 1687L - M 216 - 1546M - N 230 - 1486

Chords Tens. Comp.

N - O 265 - 2105O - P 265 - 2105P - Q 266 - 2120Q - R 266 - 2119R - S 265 - 2104S - T 265 - 2102T - U 255 - 2224U - V 239 - 2116V - W 162 - 1082W - X 151 - 1154X - Y 1491 - 113Y - Z 835 - 92Z -AA 553 - 217

Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.

AP-AO 185 - 172AO-AN 253 - 92AN-AM 241 - 92AM-AL 232 - 92AL-AK 232 - 92AK-AJ 457 - 74AJ-AI 507 - 70AI-AH 507 - 70

Chords Tens. Comp.

AH-AG 1673 0AG-AF 1753 0AF-AE 1753 0AE-AD 965 - 26AD-AC 965 - 26AC-AB 193 - 990AB-AA 104 - 446

**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.

ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.

TC LL 47.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 64.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 91960DATE - 07/08/17

G4G 50'8" Gable

WEIGHT =539.1

SEQ - 110354

TYPE GABL

BL1(a)

(a) (b) (a) (b) (b)

(b)(b)

A

B

CD

EF

GHI

JK

LM N O P Q R S T U

V

WX

Y

ZAA

ABACADAEAFAGAHAIAJAKALAMANAOAP

AQAR

AS ATAU

AV

AW

AX

AYAZBA

BB

BC

BD

BEBF

BG

BH

BI

BJ

BK

BLBM

BN

BO

712

3X4(R)

2X63X4

5X6

2X4 4X4(R)

3X4

6X8

5X6

2X4

4X6(R)

7X8(R)

3X43X4

3X6

2X4

3X43X4

4X8 5X6

7X8

4X6 5X6

4X8

5X8(R)

5X65X8(**)

6X8(R)

3X4

4X4(E3)3X10(E3)

41'11"12 8'

2'7"122'(TYP)

4'

7'7"87'7"8

11'5"123'10"4

17'8"46'2"8

20'7"122'11"8

24'7"124' 28'10"13

4'3"1

31'7"42'8"7 37'8"

6'0"1241'8"

4'

45'2"113'6"11 49'11"12

4'9"1

11'5"1211'5"12

17'9"126'4"

24'7"126'10"

31'5"126'10"

37'8"6'2"4

41'8"4'

49'11"128'3"122'8"4

1'6"13 1'2"

11'1

0"10

12'3

"10

Job:(91960) / -RYCENGA BLDG CTR /MOTT RES / G4G 50'8" Gable This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x6 SPF 1650f-1.5EBot chord 2x6 SPF 1650f-1.5E :B1 2x6 SP 2700f-2.0E: Webs 2x4 SPF Stud:W3, W6, W10, W19, W20 2x4 SPF #1/#2: :W9, W13, W15, W16, W17 2x4 SPF #3::Rt Slider 2x8 SPF #1/#2: BLOCK LENGTH = 2.500'

All plates are 1.5X4 except as noted. Brg blocks:0.131"x3", min. nailsbrg x-loc #blocks length/blk #nails/blk wall plate 2 42.333' 1 17" 23 SP StandardBrg block to be same size and species as chord.Refer to drawing CNNAILSP1014 for more information.




Right cantilever is exposed to wind Truss designed to support 0-0-0 top chord outlookers and claddingload not to exceed 0.05 PSF one face and 24.0" span opposite face.Top chord must not be cut or notched.See DWGS A11530ENC101014, GBLLETIN1014, & GABRST101014

for gable wind bracing requirements.(b) scab reinforcement. 80% length of web member. Same size,species & grade or better. Attach with 10d Box or Gun(0.128"x3",min.)nails @ 6" OC.

(a) 2 SCAB reinforcing members. 80% length of web member. Samesize, species & grade or better. Attach one to each face w/10d Boxor Gun (0.128"x3",min.) nails @ 6" OC.






AP*478 / - / 97 / - / 16 / 139AB 4958 / - / 1086 / - / - / 4.0Wind reactions based on MWFRSAP Min Brg Width Req = -AB Min Brg Width Req = -Bearings AP & AB Fcperp = 565psi.



Chords Tens. Comp.

N - O 265 - 2105O - P 265 - 2105P - Q 266 - 2120Q - R 266 - 2119R - S 265 - 2104S - T 265 - 2102T - U 255 - 2224U - V 239 - 2116V - W 162 - 1082W - X 151 - 1154X - Y 1491 - 113Y - Z 835 - 92Z -AA 553 - 217


AP-AO 185 - 172AO-AN 253 - 92AN-AM 241 - 92AM-AL 232 - 92AL-AK 232 - 92AK-AJ 457 - 74AJ-AI 507 - 70AI-AH 507 - 70

Chords Tens. Comp.

AH-AG 1673 0AG-AF 1753 0AF-AE 1753 0AE-AD 965 - 26AD-AC 965 - 26AC-AB 193 - 990AB-AA 104 - 446



TC LL 47.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 64.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 91960DATE - 07/08/17

G4G 50'8" Gable

WEIGHT =539.1

SEQ - 110354

TYPE GABL

BL1(a)

(a) (b) (a) (b) (b)

(b)(b)

A

B

CD

EF

GHI

JK

LM N O P Q R S T U

V

WX

Y

ZAA

ABACADAEAFAGAHAIAJAKALAMANAOAP

AQAR

AS ATAU

AV

AW

AX

AYAZBA

BB

BC

BD

BEBF

BG

BH

BI

BJ

BK

BLBM

BN

BO

712

3X4(R)

2X63X4

5X6

2X4 4X4(R)

3X4

6X8

5X6

2X4

4X6(R)

7X8(R)

3X43X4

3X6

2X4

3X43X4

4X8 5X6

7X8

4X6 5X6

4X8

5X8(R)

5X65X8(**)

6X8(R)

3X4

4X4(E3)3X10(E3)

41'11"12 8'

2'7"122'(TYP)

4'

7'7"87'7"8

11'5"123'10"4

17'8"46'2"8

20'7"122'11"8

24'7"124' 28'10"13

4'3"1

31'7"42'8"7 37'8"

6'0"1241'8"

4'

45'2"113'6"11 49'11"12

4'9"1

11'5"1211'5"12

17'9"126'4"

24'7"126'10"

31'5"126'10"

37'8"6'2"4

41'8"4'

49'11"128'3"122'8"4

1'6"13 1'2"

11'1

0"10

12'3

"10

Job:(91960) / -RYCENGA BLDG CTR /MOTT RES / G4G 50'8" Gable This dwg. prepared by the ITW job designer program from truss mfr's layout.In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) TC 24 18.44 32.23 BC 75 0.69 50.67Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.

Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.

WARNING: Furnish a copy of this DWG to the installation contractor.Special care must be taken during handling, shipping and installationof trusses. See "WARNING" note below.

Truss designed for unbalanced snow load based on Pg=60.00 psf,Ct=1.10, Ce=1.00, CAT II & Pf=46.20 psf.



Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.

B -AP 109 - 1123B -AO 284 - 86F -AQ 50 - 93AR-AS 95 - 54AK-AT 19 - 344AS-AT 59 - 423AT-AJ 57 - 384AJ-AU 137 - 2534AU- J 121 - 2368AU-AW 26 - 287J -AV 1774 - 15AW-AZ 24 - 250AX-AY 1769 - 16AZ-BB 16 - 252BA-BB 1858 - 4BC-BD 149 - 340BC-AH 1822 0BD-BF 238 - 310AH-BF 65 - 1356N -BE 50 - 1233

Webs Tens. Comp.

N -BG 1419 - 78BE-BH 156 - 389BH-BK 172 - 334BI-BJ 1476 - 84BJ-BK 1116 - 57BK-BL 216 - 128BK-AG 1057 - 53BL-BN 230 - 107AG- U 911 - 38R -BM 137 - 1540BM-BO 210 - 169BN-AG 144 - 1635BO- T 228 - 121U -AE 95 - 900AE- V 1261 - 21V -AC 181 - 2338AC- X 2839 - 119X -AB 226 - 4124AB- Y 137 - 960

Maximum Gable Forces Per Ply (lbs)Gables Tens.Comp.

AO- C 33 - 192D -AN 68 - 506E -AM 33 - 402AQ- G 30 - 362AL-AR 31 - 423AS- I 24 - 456K -AV 2 - 80AW-AX 3 - 77

Gables Tens. Comp.

L -AY 129 - 488AZ-BA 23 - 185M -BD 16 - 182BG- O 7 - 46BH-BI 5 - 111BJ- P 33 - 430Q -BL 6 - 54S -BO 8 - 93



TC LL 47.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 64.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 91960DATE - 07/08/17

G4G 50'8" Gable

WEIGHT =539.1

SEQ - 110354

TYPE GABL

Job:(91960) / -RYCENGA BLDG CTR /MOTT RES / G4 50'8" Common This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x6 SPF 1650f-1.5EBot chord 2x6 SPF 1650f-1.5E :B1 2x6 SP 2700f-2.0E: Webs 2x4 SPF #3:W1, W2, W3, W6, W14, W17 2x4 SPF Stud: :W4, W5, W15, W16 2x4 SPF #1/#2::Rt Slider 2x8 SPF #1/#2: BLOCK LENGTH = 2.500'

All plates are 5X6 except as noted. Brg blocks:0.131"x3", min. nailsbrg x-loc #blocks length/blk #nails/blk wall plate 3 42.333' 1 12" 14 SP StandardBrg block to be same size and species as chord.Refer to drawing CNNAILSP1014 for more information.



Right cantilever is exposed to wind (a) Continuous lateral restraint equally spaced on member.

In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) TC 24 17.75 31.54 BC 75 0.00 49.98Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.

Truss passed check for 20 psf additional bottom chord live load inareas with 42"-high x 24"-wide clearance.Bottom chord checked for 10.00 psf non-concurrent bottom chord

live load applied per IBC-15 section 1607.Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.WARNING: Furnish a copy of this DWG to the installation contractor.

Special care must be taken during handling, shipping and installationof trusses. See "WARNING" note below. Truss designed for unbalanced snow load based on Pg=60.00 psf,

Ct=1.10, Ce=1.00, CAT II & Pf=46.20 psf.

PLT TYP. WAVEDESC = G4 50'8" Common


Maximum Reactions (lbs)Loc R / U / Rw / Rh / RL / W

Z 1269 / 1 / 309 / - / 188 / 4.0X 3292 / - / 819 / - / - / 4.0P 4045 / - / 1085 / 0 / 0 / 4.0Wind reactions based on MWFRSZ Min Brg Width Req = 1.5X Min Brg Width Req = 3.1P Min Brg Width Req = -Bearings Z, X, & P Fcperp = 565psi.


A - B 156 0B - C 137 - 159C - D 82 - 705D - E 107 - 335E - F 212 - 293F - G 225 - 1523G - H 262 - 1869

Chords Tens. Comp.

H - I 262 - 1869I - J 241 - 1744J - K 160 - 879K - L 149 - 921L - M 1185 - 116M - N 706 - 96N - O 505 - 242


Z - Y 679 - 106Y - X 521 - 74X - W 291 - 94W - V 291 - 94V - U 1285 0U - T 1476 0

Chords Tens. Comp.

T - S 1476 0S - R 781 - 40R - Q 781 - 40Q - P 392 - 1600P - O 108 - 400


B - Z 217 - 618Z - C 21 - 893C - Y 85 - 271

Webs Tens. Comp.

U - I 759 - 46H - U 155 - 1371I - S 96 - 548



TC LL 47.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 64.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 91960DATE - 07/08/17

G4 50'8" Common

WEIGHT =436.4

SEQ - 110379

TYPE COMN

BL1

(a)

(a) (a)(a)

(a)(a)

(a)(a)

A

B

C

DE

F

G H I

J

KL

M

NO

PQRSTUVWXYZ

712

1.5X4

4X6(R)

3X4

3X4

3X4

6X8(R)

5X7

5X5

7X8(R) 2X4

6X8

7X8(R)

5X5

5X7

6X8(R)

7X8

5X6(R)

1.5X4

3X8

5X6(E3)3X10(E3)

11'5"12 30'6" 8'

3'11"33'11"3

7'3"3'3"13

11'5"124'2"12

17'8"46'2"8

24'7"126'11"8

31'7"46'11"8

37'8"6'0"12

41'9"4'1"

45'2"113'5"11

49'11"124'9"1

7'3"7'3"

11'5"124'2"12

17'9"126'4"

24'7"126'10"

31'5"126'10"

37'8"6'2"4

41'9"4'1"

49'11"128'2"122'8"4

1'6"13 1'2"

11'1

0"10

12'3

"10

Job:(91960) / -RYCENGA BLDG CTR /MOTT RES / G4 50'8" Common This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x6 SPF 1650f-1.5EBot chord 2x6 SPF 1650f-1.5E :B1 2x6 SP 2700f-2.0E: Webs 2x4 SPF #3:W1, W2, W3, W6, W14, W17 2x4 SPF Stud: :W4, W5, W15, W16 2x4 SPF #1/#2::Rt Slider 2x8 SPF #1/#2: BLOCK LENGTH = 2.500'









Ct=1.10, Ce=1.00, CAT II & Pf=46.20 psf.




Z 1269 / 1 / 309 / - / 188 / 4.0X 3292 / - / 819 / - / - / 4.0P 4045 / - / 1085 / 0 / 0 / 4.0Wind reactions based on MWFRSZ Min Brg Width Req = 1.5X Min Brg Width Req = 3.1P Min Brg Width Req = -Bearings Z, X, & P Fcperp = 565psi.


A - B 156 0B - C 137 - 159C - D 82 - 705D - E 107 - 335E - F 212 - 293F - G 225 - 1523G - H 262 - 1869

Chords Tens. Comp.

H - I 262 - 1869I - J 241 - 1744J - K 160 - 879K - L 149 - 921L - M 1185 - 116M - N 706 - 96N - O 505 - 242


Z - Y 679 - 106Y - X 521 - 74X - W 291 - 94W - V 291 - 94V - U 1285 0U - T 1476 0

Chords Tens. Comp.

T - S 1476 0S - R 781 - 40R - Q 781 - 40Q - P 392 - 1600P - O 108 - 400


B - Z 217 - 618Z - C 21 - 893C - Y 85 - 271

Webs Tens. Comp.

U - I 759 - 46H - U 155 - 1371I - S 96 - 548



TC LL 47.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 64.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 91960DATE - 07/08/17

G4 50'8" Common

WEIGHT =436.4

SEQ - 110379

TYPE COMN

BL1

(a)

(a) (a)(a)

(a)(a)

(a)(a)

A

B

C

DE

F

G H I

J

KL

M

NO

PQRSTUVWXYZ

712

1.5X4

4X6(R)

3X4

3X4

3X4

6X8(R)

5X7

5X5

7X8(R) 2X4

6X8

7X8(R)

5X5

5X7

6X8(R)

7X8

5X6(R)

1.5X4

3X8

5X6(E3)3X10(E3)

11'5"12 30'6" 8'

3'11"33'11"3

7'3"3'3"13

11'5"124'2"12

17'8"46'2"8

24'7"126'11"8

31'7"46'11"8

37'8"6'0"12

41'9"4'1"

45'2"113'5"11

49'11"124'9"1

7'3"7'3"

11'5"124'2"12

17'9"126'4"

24'7"126'10"

31'5"126'10"

37'8"6'2"4

41'9"4'1"

49'11"128'2"122'8"4

1'6"13 1'2"

11'1

0"10

12'3

"10

Job:(91960) / -RYCENGA BLDG CTR /MOTT RES / G4 50'8" Common This dwg. prepared by the ITW job designer program from truss mfr's layout.



Y - D 259 0D - X 69 - 794X - F 156 - 2409F - V 1592 0V - G 81 - 970G - U 1128 - 54

S - J 1114 - 26J - Q 190 - 1878Q - L 2205 - 108L - P 212 - 3177P - M 137 - 724



TC LL 47.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 64.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 91960DATE - 07/08/17

G4 50'8" Common

WEIGHT =436.4

SEQ - 110379

TYPE COMN

Job:(91960) / -RYCENGA BLDG CTR /MOTT RES / G3B 50'8" Common This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x6 SPF 1650f-1.5EBot chord 2x6 SPF 1650f-1.5E :B1 2x6 SP 2700f-2.0E: Webs 2x4 SPF #3:W1, W3, W6, W14, W17 2x4 SPF Stud: :W2, W4, W5, W15, W16 2x4 SPF #1/#2::Rt Slider 2x8 SPF #1/#2: BLOCK LENGTH = 2.500'









Ct=1.10, Ce=1.00, CAT II & Pf=46.20 psf.

PLT TYP. WAVEDESC = G3B 50'8" Common



AA 3620 / - / 904 / - / 200 / 4.0Q 5214 / - / 1340 / 1 / 0 / 4.0Wind reactions based on MWFRSAA Min Brg Width Req = 3.4Q Min Brg Width Req = -Bearings AA & Q Fcperp = 565psi.


A - B 156 0B - C 137 - 200C - D 240 - 4400D - E 276 - 4138E - F 287 - 3965F - G 310 - 3314G - H 306 - 2813H - I 306 - 2813

Chords Tens. Comp.

I - J 257 - 2360J - K 138 - 1138K - L 127 - 1180L - M 1636 - 245M - N 1162 - 226N - O 1005 - 425O - P 96 0


AA- Z 3370 - 91Z - Y 3682 - 69Y - X 3436 - 43X - W 3436 - 43W - V 2645 0V - U 2012 0

Chords Tens. Comp.

U - T 2012 0T - S 1015 - 94S - R 1015 - 94R - Q 706 - 2296Q - O 272 - 800


B -AA 218 - 653AA- C 106 - 4417C - Z 535 0Z - D 86 - 268

Webs Tens. Comp.

V - I 1550 - 113H - V 155 - 1364I - T 154 - 925T - J 1609 - 102



TC LL 47.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 64.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 91960DATE - 07/08/17

G3B 50'8" Common

WEIGHT =440.8

SEQ - 110371

TYPE COMN

BL1(a)

(a)

(a) (a) (a) (a)(a)

(a) (a)

A

B

C

DE

F

G H I

J

KL

M

NO

P

QRSTUVWXYZAA

712

1.5X4

7X8

5X8

3X4

3X4

3X4

4X4

4X6

7X8 2X4

5X8

7X8(R)

4X6

5X8

6X8(R)

8X8(R)

6X8(R)

1.5X4

3X4

4X4(E3)

3X10(E3)

41'11"12 8'

3'11"33'11"3

7'3"3'3"13 11'4"

4'1"17'8"46'4"4

24'7"126'11"8

31'7"46'11"8

37'11"86'4"4

41'10"123'11"4

45'2"113'3"15 49'11"12

4'9"1

7'3"7'3"

11'4"4'1"

17'9"126'5"12

24'7"126'10"

31'5"126'10"

37'11"86'5"12

41'10"123'11"4

49'11"128'1"2'8"4 2'

1'6"13 1'2"

11'1

0"10

12'3

"10

Job:(91960) / -RYCENGA BLDG CTR /MOTT RES / G3B 50'8" Common This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x6 SPF 1650f-1.5EBot chord 2x6 SPF 1650f-1.5E :B1 2x6 SP 2700f-2.0E: Webs 2x4 SPF #3:W1, W3, W6, W14, W17 2x4 SPF Stud: :W2, W4, W5, W15, W16 2x4 SPF #1/#2::Rt Slider 2x8 SPF #1/#2: BLOCK LENGTH = 2.500'









Ct=1.10, Ce=1.00, CAT II & Pf=46.20 psf.




AA 3620 / - / 904 / - / 200 / 4.0Q 5214 / - / 1340 / 1 / 0 / 4.0Wind reactions based on MWFRSAA Min Brg Width Req = 3.4Q Min Brg Width Req = -Bearings AA & Q Fcperp = 565psi.



Chords Tens. Comp.

I - J 257 - 2360J - K 138 - 1138K - L 127 - 1180L - M 1636 - 245M - N 1162 - 226N - O 1005 - 425O - P 96 0


AA- Z 3370 - 91Z - Y 3682 - 69Y - X 3436 - 43X - W 3436 - 43W - V 2645 0V - U 2012 0

Chords Tens. Comp.

U - T 2012 0T - S 1015 - 94S - R 1015 - 94R - Q 706 - 2296Q - O 272 - 800


B -AA 218 - 653AA- C 106 - 4417C - Z 535 0Z - D 86 - 268

Webs Tens. Comp.

V - I 1550 - 113H - V 155 - 1364I - T 154 - 925T - J 1609 - 102



TC LL 47.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 64.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 91960DATE - 07/08/17

G3B 50'8" Common

WEIGHT =440.8

SEQ - 110371

TYPE COMN

BL1(a)

(a)

(a) (a) (a) (a)(a)

(a) (a)

A

B

C

DE

F

G H I

J

KL

M

NO

P

QRSTUVWXYZAA

712

1.5X4

7X8

5X8

3X4

3X4

3X4

4X4

4X6

7X8 2X4

5X8

7X8(R)

4X6

5X8

6X8(R)

8X8(R)

6X8(R)

1.5X4

3X4

4X4(E3)

3X10(E3)

41'11"12 8'

3'11"33'11"3

7'3"3'3"13 11'4"

4'1"17'8"46'4"4

24'7"126'11"8

31'7"46'11"8

37'11"86'4"4

41'10"123'11"4

45'2"113'3"15 49'11"12

4'9"1

7'3"7'3"

11'4"4'1"

17'9"126'5"12

24'7"126'10"

31'5"126'10"

37'11"86'5"12

41'10"123'11"4

49'11"128'1"2'8"4 2'

1'6"13 1'2"

11'1

0"10

12'3

"10

Job:(91960) / -RYCENGA BLDG CTR /MOTT RES / G3B 50'8" Common This dwg. prepared by the ITW job designer program from truss mfr's layout.



D - Y 52 - 402Y - F 506 0F - W 125 - 1329W - G 1337 - 17G - V 324 - 650

J - R 276 - 2706R - L 3133 - 204L - Q 330 - 4291Q - M 132 - 702



TC LL 47.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 64.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 91960DATE - 07/08/17

G3B 50'8" Common

WEIGHT =440.8

SEQ - 110371

TYPE COMN

Job:(91960) / -RYCENGA BLDG CTR /MOTT RES / G3A 50'8" Common This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x6 SPF 1650f-1.5EBot chord 2x6 SPF 1650f-1.5E :B1 2x6 SP 2700f-2.0E: Webs 2x4 SPF #3 :W1, W4, W15 2x4 SPF Stud::W2, W3, W12, W13, W14 2x4 SPF #1/#2::Lt Slider 2x8 SPF #1/#2: BLOCK LENGTH = 2.500':Rt Slider 2x8 SPF #1/#2: BLOCK LENGTH = 2.500'

Brg blocks:0.131"x3", min. nailsbrg x-loc #blocks length/blk #nails/blk wall plate 2 42.333' 1 19" 27 SP StandardBrg block to be same size and species as chord.Refer to drawing CNNAILSP1014 for more information.



Right cantilever is exposed to wind

(a) Continuous lateral restraint equally spaced on member.In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) TC 24 17.75 31.54 BC 75 -0.69 49.98Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.




Ct=1.10, Ce=1.00, CAT II & Pf=46.20 psf.

PLT TYP. WAVEDESC = G3A 50'8" Common



AB 3584 / - / 897 / - / 193 / 4.0R 5291 / - / 1352 / 1 / 0 / 4.0Wind reactions based on MWFRSAB Min Brg Width Req = 3.4R Min Brg Width Req = -Bearings AB & R Fcperp = 565psi.



Chords Tens. Comp.

I - J 311 - 2877J - K 261 - 2406K - L 139 - 1161L - M 128 - 1203M - N 1646 - 247N - O 1169 - 228O - P 1007 - 428P - Q 96 0


B -AA 4157 - 142AA- Z 4067 - 88Z - Y 3672 - 57Y - X 3672 - 57X - W 2733 0W - V 2051 0

Chords Tens. Comp.

V - U 2051 0U - T 1037 - 92T - S 1037 - 92S - R 710 - 2312R - P 275 - 801


D -AA 184 - 121AA- E 177 - 106E - Z 60 - 647Z - G 705 0

Webs Tens. Comp.

W - J 1598 - 117J - U 156 - 947U - K 1641 - 104K - S 280 - 2763



TC LL 47.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 64.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 91960DATE - 07/08/17

G3A 50'8" Common

WEIGHT =439.4

SEQ - 110376

TYPE COMN

BL1

(a)

(a) (a) (a) (a)

(a)(a)

AB

C

D

EF

G

H I J

K

LM

N

OP

Q

RSTUVWXYZAAAB

712

5X6(E3)3X10(E3) 3X8

1.5X4

3X4

3X45X6

6X8(R)

5X7

5X6 5X5

7X8(R) 2X4

6X8 5X6

7X8(R)

5X5 5X6

5X8

6X8(R)

5X68X8(R)

6X8(R)

1.5X4

3X8

5X6(E3)

3X10(E3)

42'8" 8'

4'9"14'9"1

7'11"43'2"3 12'0"4

4'1"18'4"86'4"4

25'4"6'11"8

32'3"86'11"8

38'7"126'4"4

42'7"3'11"4

45'10"153'3"15 50'8"

4'9"1

7'11"47'11"4

12'0"44'1"

18'6"6'5"12

25'4"6'10"

32'2"6'10"

38'7"126'5"12

42'7"3'11"4

50'8"8'1"2' 2'

1'2"

11'1

0"10

12'3

"10

Job:(91960) / -RYCENGA BLDG CTR /MOTT RES / G3A 50'8" Common This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x6 SPF 1650f-1.5EBot chord 2x6 SPF 1650f-1.5E :B1 2x6 SP 2700f-2.0E: Webs 2x4 SPF #3 :W1, W4, W15 2x4 SPF Stud::W2, W3, W12, W13, W14 2x4 SPF #1/#2::Lt Slider 2x8 SPF #1/#2: BLOCK LENGTH = 2.500':Rt Slider 2x8 SPF #1/#2: BLOCK LENGTH = 2.500'





(a) Continuous lateral restraint equally spaced on member.In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) TC 24 17.75 31.54 BC 75 -0.69 49.98Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.




Ct=1.10, Ce=1.00, CAT II & Pf=46.20 psf.




AB 3584 / - / 897 / - / 193 / 4.0R 5291 / - / 1352 / 1 / 0 / 4.0Wind reactions based on MWFRSAB Min Brg Width Req = 3.4R Min Brg Width Req = -Bearings AB & R Fcperp = 565psi.



Chords Tens. Comp.



B -AA 4157 - 142AA- Z 4067 - 88Z - Y 3672 - 57Y - X 3672 - 57X - W 2733 0W - V 2051 0

Chords Tens. Comp.

V - U 2051 0U - T 1037 - 92T - S 1037 - 92S - R 710 - 2312R - P 275 - 801


D -AA 184 - 121AA- E 177 - 106E - Z 60 - 647Z - G 705 0

Webs Tens. Comp.

W - J 1598 - 117J - U 156 - 947U - K 1641 - 104K - S 280 - 2763



TC LL 47.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 64.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 91960DATE - 07/08/17

G3A 50'8" Common

WEIGHT =439.4

SEQ - 110376

TYPE COMN

BL1

(a)

(a) (a) (a) (a)

(a)(a)

AB

C

D

EF

G

H I J

K

LM

N

OP

Q

RSTUVWXYZAAAB

712

5X6(E3)3X10(E3) 3X8

1.5X4

3X4

3X45X6

6X8(R)

5X7

5X6 5X5

7X8(R) 2X4

6X8 5X6

7X8(R)

5X5 5X6

5X8

6X8(R)

5X68X8(R)

6X8(R)

1.5X4

3X8

5X6(E3)

3X10(E3)

42'8" 8'

4'9"14'9"1

7'11"43'2"3 12'0"4

4'1"18'4"86'4"4

25'4"6'11"8

32'3"86'11"8

38'7"126'4"4

42'7"3'11"4

45'10"153'3"15 50'8"

4'9"1

7'11"47'11"4

12'0"44'1"

18'6"6'5"12

25'4"6'10"

32'2"6'10"

38'7"126'5"12

42'7"3'11"4

50'8"8'1"2' 2'

1'2"

11'1

0"10

12'3

"10

Job:(91960) / -RYCENGA BLDG CTR /MOTT RES / G3A 50'8" Common This dwg. prepared by the ITW job designer program from truss mfr's layout.



G - X 134 - 1501X - H 1472 - 24H - W 279 - 723I - W 155 - 1367

S - M 3192 - 208M - R 333 - 4353R - N 132 - 714



TC LL 47.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 64.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 91960DATE - 07/08/17

G3A 50'8" Common

WEIGHT =439.4

SEQ - 110376

TYPE COMN

Job:(91960) / -RYCENGA BLDG CTR /MOTT RES / G1G 42'8" Gable This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 :B2 2x4 SPF 2100f-1.8E: Webs 2x4 SPF Stud :W2, W3, W9 2x4 SPF #1/#2::W4, W5, W8, W11, C13, C14, C19, C21, C24, C26, C27, C28 2x4 SPF #3::W6 2x4 SPF 1650f-1.5E: :W12 2x6 SPF Stud:

All plates are 1.5X3 except as noted. (**) 1 plate(s) require special positioning. Refer to scaled plate plotdetails for special positioning requirements.



Right end vertical not exposed to wind pressure.

Truss designed to support 0-0-0 top chord outlookers and claddingload not to exceed 0.05 PSF one face and 24.0" span opposite face.Top chord must not be cut or notched.

See DWGS A11530ENC101014, GBLLETIN1014, & GABRST101014for gable wind bracing requirements. (a) scab reinforcement. 80% length of web member. Same size,

species & grade or better. Attach with 10d Box or Gun(0.128"x3",min.)nails @ 6" OC.(b) 2 SCAB reinforcing members. 80% length of web member. Same

size, species & grade or better. Attach one to each face w/10d Boxor Gun (0.128"x3",min.) nails @ 6" OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord

live load applied per IBC-15 section 1607.Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.





BC*344 / - / 68 / - / 12 / 148CD 397 / - / 75 / - / - / 4.0CD*270 / - / 53 / - / - / 164AC 110 / - / 21 / - / - / 4.0Wind reactions based on MWFRSBC Min Brg Width Req = -CD Min Brg Width Req = 1.5CD Min Brg Width Req = -AC Min Brg Width Req = 1.5Bearings BC, CD, CD, & AC Fcperp = 565psi.


A - B 81 - 25B - C 112 - 55C - D 144 - 53D - E 168 - 68E - F 155 - 83F - G 170 - 37G - H 245 - 33H - I 200 - 65I - J 164 - 1205J - K 188 - 1147K - L 224 - 1099L - M 244 - 1032M - N 213 - 910N - O 213 - 910

Chords Tens. Comp.

O - P 213 - 910P - Q 214 - 923Q - R 214 - 923R - S 214 - 923S - T 213 - 910T - U 213 - 910U - V 213 - 910V - W 190 - 87W - X 162 - 101X - Y 139 - 106Y - Z 132 - 111Z -AA 133 - 107AA-AB 97 - 53


BC-BB 117 - 145BB-BA 115 - 145BA-AZ 114 - 145AZ-AY 114 - 145

Chords Tens. Comp.

AP-AO 932 - 53AO-AN 932 - 53AN-AM 2 - 24AM-AL 5 - 47



TC LL 47.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 64.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 91960DATE - 07/08/17

G1G 42'8" Gable

WEIGHT =521.7

SEQ - 106880

TYPE GABL

(a)

(a) (a)

(a)

(a) (b)(a)

(a)

(a) (a)

(a)(a)

(a)(a)

AB

C

D

E

F G

H IJ

K

L M N O P Q R S T U VW

X

Y

Z

AAAB

ACADAEAFAGAHAIAJAKALAMANAOAPAQARASATAUAVAWAXAYAZBABBBC

BD

BEBF BG

BH

BIBJ

BKBL

BMBN

BOBP

BQ

BR

BS

BT BU BV

BW

BX

BY

BZCA

CBCC

CD

712

3X4

1.5X4

3X51.5X41.5X4

4X6

H0308

1.5X3(**)

4X6

5X6

3X4

6X8

3X4

3X5 2X4

5X8(R)

28'6"2"

13'8"4"

1'4"2'(TYP)

4'

11'11"211'11"2

18'4"86'5"6

32'3"813'11"

42'8"10'4"8

9'2"49'2"4

18'5"79'3"3

25'2"46'8"13

32'2"97'0"5

42'8"10'5"7

1'2"

5'10

"

11'1

0"10

Job:(91960) / -RYCENGA BLDG CTR /MOTT RES / G1G 42'8" Gable This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 :B2 2x4 SPF 2100f-1.8E: Webs 2x4 SPF Stud :W2, W3, W9 2x4 SPF #1/#2::W4, W5, W8, W11, C13, C14, C19, C21, C24, C26, C27, C28 2x4 SPF #3::W6 2x4 SPF 1650f-1.5E: :W12 2x6 SPF Stud:





Truss designed to support 0-0-0 top chord outlookers and claddingload not to exceed 0.05 PSF one face and 24.0" span opposite face.Top chord must not be cut or notched.

See DWGS A11530ENC101014, GBLLETIN1014, & GABRST101014for gable wind bracing requirements. (a) scab reinforcement. 80% length of web member. Same size,

species & grade or better. Attach with 10d Box or Gun(0.128"x3",min.)nails @ 6" OC.(b) 2 SCAB reinforcing members. 80% length of web member. Same

size, species & grade or better. Attach one to each face w/10d Boxor Gun (0.128"x3",min.) nails @ 6" OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord

live load applied per IBC-15 section 1607.Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.





BC*344 / - / 68 / - / 12 / 148CD 397 / - / 75 / - / - / 4.0CD*270 / - / 53 / - / - / 164AC 110 / - / 21 / - / - / 4.0Wind reactions based on MWFRSBC Min Brg Width Req = -CD Min Brg Width Req = 1.5CD Min Brg Width Req = -AC Min Brg Width Req = 1.5Bearings BC, CD, CD, & AC Fcperp = 565psi.


A - B 81 - 25B - C 112 - 55C - D 144 - 53D - E 168 - 68E - F 155 - 83F - G 170 - 37G - H 245 - 33H - I 200 - 65I - J 164 - 1205J - K 188 - 1147K - L 224 - 1099L - M 244 - 1032M - N 213 - 910N - O 213 - 910

Chords Tens. Comp.

O - P 213 - 910P - Q 214 - 923Q - R 214 - 923R - S 214 - 923S - T 213 - 910T - U 213 - 910U - V 213 - 910V - W 190 - 87W - X 162 - 101X - Y 139 - 106Y - Z 132 - 111Z -AA 133 - 107AA-AB 97 - 53


BC-BB 117 - 145BB-BA 115 - 145BA-AZ 114 - 145AZ-AY 114 - 145

Chords Tens. Comp.

AP-AO 932 - 53AO-AN 932 - 53AN-AM 2 - 24AM-AL 5 - 47



TC LL 47.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 64.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 91960DATE - 07/08/17

G1G 42'8" Gable

WEIGHT =521.7

SEQ - 106880

TYPE GABL

(a)

(a) (a)

(a)

(a) (b)(a)

(a)

(a) (a)

(a)(a)

(a)(a)

AB

C

D

E

F G

H IJ

K

L M N O P Q R S T U VW

X

Y

Z

AAAB

ACADAEAFAGAHAIAJAKALAMANAOAPAQARASATAUAVAWAXAYAZBABBBC

BD

BEBF BG

BH

BIBJ

BKBL

BMBN

BOBP

BQ

BR

BS

BT BU BV

BW

BX

BY

BZCA

CBCC

CD

712

3X4

1.5X4

3X51.5X41.5X4

4X6

H0308

1.5X3(**)

4X6

5X6

3X4

6X8

3X4

3X5 2X4

5X8(R)

28'6"2"

13'8"4"

1'4"2'(TYP)

4'

11'11"211'11"2

18'4"86'5"6

32'3"813'11"

42'8"10'4"8

9'2"49'2"4

18'5"79'3"3

25'2"46'8"13

32'2"97'0"5

42'8"10'5"7

1'2"

5'10

"

11'1

0"10

Job:(91960) / -RYCENGA BLDG CTR /MOTT RES / G1G 42'8" Gable This dwg. prepared by the ITW job designer program from truss mfr's layout.In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) TC 24 18.41 32.25 BC 75 0.00 42.67Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.



AY-AX 113 - 145AX-AW 431 - 99AW-AV 431 - 99AV-AU 431 - 99AU-AT 431 - 99AT-AS 431 - 99AS-AR 431 - 99AR-AQ 932 - 53AQ-AP 932 - 53

AL-AK 2 - 24AK-AJ 2 - 24AJ-AI 2 - 24AI-AH 2 - 21AH-AG 2 - 17AG-AF 2 - 14AF-AE 1 - 10AE-AD 1 - 5AD-AC 0 0


A -BC 1 - 61AX-BD 0 - 1714BD-BE 0 - 1413BF- I 0 - 1751I -BG 985 0BH-BI 960 0BJ-BK 908 0BL-AR 1034 0AR- M 433 - 87M -BM 49 - 557BN-BO 52 - 480BP-BQ 47 - 507BR-BT 21 - 1

Webs Tens. Comp.

BS-AN 46 - 531Q -BT 52 - 774BT-BU 21 - 1AN-BW 1790 - 84BU-AN 46 - 775BU-BV 21 - 1R -BV 46 - 606BV-BX 21 - 1BY-BZ 1800 - 86CA-CB 1811 - 84CC- V 1763 - 87AI- V 0 - 1459AB-AC 10 - 106


B -BB 56 - 287C -BA 57 - 340D -AZ 55 - 434E -AY 62 - 512F -BD 45 - 323BE-AW 62 - 649H -BF 30 - 376BG- J 30 - 137AV-BH 32 - 115BI- K 53 - 362AT-BJ 41 - 208

Gables Tens. Comp.

AP-BP 36 - 206BQ-BR 44 - 374P -BR 45 - 10AO-BS 41 - 338BW-AM 47 - 459S -BX 25 - 226BX-BY 49 - 465BZ-AL 50 - 424T -CA 47 - 438CB-AJ 29 - 571U -CC 33 - 514



TC LL 47.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 64.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 91960DATE - 07/08/17

G1G 42'8" Gable

WEIGHT =521.7

SEQ - 106880

TYPE GABL

Job:(91960) / -RYCENGA BLDG CTR /MOTT RES / G1G 42'8" Gable This dwg. prepared by the ITW job designer program from truss mfr's layout.



BK- L 28 - 290AS-BL 37 - 374BM- N 18 - 205AQ-BN 22 - 250BO- O 38 - 292

AH- W 46 - 468AG- X 60 - 482AF- Y 56 - 481AE- Z 59 - 492AD-AA 50 - 413



TC LL 47.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 64.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 91960DATE - 07/08/17

G1G 42'8" Gable

WEIGHT =521.7

SEQ - 106880

TYPE GABL

Job:(91960) / -RYCENGA BLDG CTR /MOTT RES / G2 42'8" Common This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF 1650f-1.5E :T2 2x4 SPF 2100f-1.8E::T3 2x4 SP 2850f-2.3E:Bot chord 2x4 SPF 2100f-1.8E :B3 2x4 SPF #1/#2: Webs 2x4 SPF #3 :W1, W3, W4, W12 2x4 SPF Stud::W2 2x4 SPF 1650f-1.5E: :W8, W13 2x4 SPF #1/#2: :W14 2x6 SPF Stud:

Brg blocks:0.131"x3", min. nailsbrg x-loc #blocks length/blk #nails/blk wall plate 1 0.000' 1 12" 6 Rigid Surface 2 42.333' 1 16" 10 SP StandardBrg block to be same size and species as chord.Refer to drawing CNNAILSP1014 for more information.




(a) Continuous lateral restraint equally spaced on member.







DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 3 REV. 15.02.00C.1217.16


S 3664 / - / 919 / - / 164 / 4.0K 3417 / - / 784 / - / - / 4.0Wind reactions based on MWFRSS Min Brg Width Req = -K Min Brg Width Req = -Bearing S is a rigid surface.Bearing K Fcperp = 565psi.


A - B 116 0B - C 110 - 269C - D 282 - 4927D - E 291 - 4559E - F 318 - 3750

Chords Tens. Comp.

F - G 313 - 2993G - H 313 - 2993H - I 266 - 2760I - J 146 - 2117


S - R 4212 - 307R - Q 3869 - 235Q - P 3869 - 235P - O 2957 - 142

Chords Tens. Comp.

O - N 2210 - 93N - M 2210 - 93M - L 1748 - 91L - K 0 0


B - S 171 - 602S - C 186 - 5093C - R 147 - 268R - E 547 0E - P 145 - 1406P - F 1445 - 18F - O 355 - 581

Webs Tens. Comp.

G - O 160 - 1374O - H 1528 - 92H - M 81 - 717M - I 1220 - 3I - L 173 - 1913L - J 2697 - 137J - K 204 - 3389



TC LL 47.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 64.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 91960DATE - 07/08/17

G2 42'8" Common

WEIGHT =315.9

SEQ - 196855

TYPE COMN

BL1 BL2

(a)

(a)

(a)(a)

(a)(a)

(a)

(a)

A

B

C

D

E

F G H

I

J

KLMNOPQRS

712

1.5X3

6X8

4X10

3X4

3X5

4X4

H0310 4X6

5X6 2X4

5X8 3X5

6X8

4X4(R)

5X5(R)

4X10(R)

5X8(R)

4X6

5'11"5'11"

11'11"26'0"2

18'4"86'5"6

25'4"6'11"8

32'3"86'11"8

38'0"105'9"2

42'8"4'7"6

9'2"49'2"4

18'5"79'3"3

25'4"6'10"9

32'2"96'10"9

38'0"105'10"1

42'8"4'7"6

2'

1'2"

5'10

"

11'1

0"10

12'2

"11


Brg blocks:0.131"x3", min. nailsbrg x-loc #blocks length/blk #nails/blk wall plate 1 0.000' 1 12" 6 Rigid Surface 2 42.333' 1 16" 10 SP StandardBrg block to be same size and species as chord.Refer to drawing CNNAILSP1014 for more information.













S 3664 / - / 919 / - / 164 / 4.0K 3417 / - / 784 / - / - / 4.0Wind reactions based on MWFRSS Min Brg Width Req = -K Min Brg Width Req = -Bearing S is a rigid surface.Bearing K Fcperp = 565psi.


A - B 116 0B - C 110 - 269C - D 282 - 4927D - E 291 - 4559E - F 318 - 3750

Chords Tens. Comp.

F - G 313 - 2993G - H 313 - 2993H - I 266 - 2760I - J 146 - 2117


S - R 4212 - 307R - Q 3869 - 235Q - P 3869 - 235P - O 2957 - 142

Chords Tens. Comp.

O - N 2210 - 93N - M 2210 - 93M - L 1748 - 91L - K 0 0


B - S 171 - 602S - C 186 - 5093C - R 147 - 268R - E 547 0E - P 145 - 1406P - F 1445 - 18F - O 355 - 581

Webs Tens. Comp.

G - O 160 - 1374O - H 1528 - 92H - M 81 - 717M - I 1220 - 3I - L 173 - 1913L - J 2697 - 137J - K 204 - 3389



TC LL 47.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 64.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 91960DATE - 07/08/17

G2 42'8" Common

WEIGHT =315.9

SEQ - 196855

TYPE COMN

BL1 BL2

(a)

(a)

(a)(a)

(a)(a)

(a)

(a)

A

B

C

D

E

F G H

I

J

KLMNOPQRS

712

1.5X3

6X8

4X10

3X4

3X5

4X4

H0310 4X6

5X6 2X4

5X8 3X5

6X8

4X4(R)

5X5(R)

4X10(R)

5X8(R)

4X6

5'11"5'11"

11'11"26'0"2

18'4"86'5"6

25'4"6'11"8

32'3"86'11"8

38'0"105'9"2

42'8"4'7"6

9'2"49'2"4

18'5"79'3"3

25'4"6'10"9

32'2"96'10"9

38'0"105'10"1

42'8"4'7"6

2'

1'2"

5'10

"

11'1

0"10

12'2

"11






(J) Hanger Support Required, by others

(a) Continuous lateral restraint equally spaced on member. In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) TC 24 18.41 32.25 BC 120 0.00 42.67Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.








R 3432 / - / 849 / - / 153 / -J 3422 / - / 784 / - / - / 4.0Wind reactions based on MWFRSR Min Brg Width Req = -J Min Brg Width Req = -Bearing J Fcperp = 565psi.


A - B 76 - 295B - C 288 - 4968C - D 297 - 4600D - E 319 - 3762

Chords Tens. Comp.

E - F 314 - 2996F - G 314 - 2996G - H 266 - 2765H - I 147 - 2121


R - Q 4269 - 315Q - P 3888 - 237P - O 3888 - 237O - N 2969 - 144

Chords Tens. Comp.

N - M 2212 - 94M - L 2212 - 94L - K 1751 - 91K - J 0 0


A - R 67 - 354R - B 224 - 5113B - Q 136 - 311Q - D 582 0D - O 146 - 1418O - E 1454 - 18E - N 352 - 588

Webs Tens. Comp.

F - N 160 - 1373N - G 1530 - 93G - L 81 - 718L - H 1221 - 4H - K 173 - 1917K - I 2701 - 137I - J 204 - 3394



TC LL 47.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 64.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 91960DATE - 07/08/17

G1 42'8" Common

WEIGHT =313.1

SEQ - 196852

TYPE COMN

BL1

(a)

(a)

(a)(a)

(a)(a)

(a)

(a)

A

B

C

D

E F G

H

I

JKLMNOPQR

712

2X4

6X8

4X10

3X4

3X5

4X4

H0310 4X6

5X62X4

5X8 3X5

6X8

4X4(R)

5X5(R)

4X10(R)

5X8(R)

4X6

5'11"5'11"

11'11"26'0"2

18'4"86'5"6

25'4"6'11"8

32'3"86'11"8

38'0"105'9"2

42'8"4'7"6

9'2"49'2"4

18'5"79'3"3

25'4"6'10"9

32'2"96'10"9

38'0"105'10"1

42'8"4'7"6

1'2"

5'10

"

11'1

0"10







(a) Continuous lateral restraint equally spaced on member. In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) TC 24 18.41 32.25 BC 120 0.00 42.67Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.








R 3432 / - / 849 / - / 153 / -J 3422 / - / 784 / - / - / 4.0Wind reactions based on MWFRSR Min Brg Width Req = -J Min Brg Width Req = -Bearing J Fcperp = 565psi.


A - B 76 - 295B - C 288 - 4968C - D 297 - 4600D - E 319 - 3762

Chords Tens. Comp.

E - F 314 - 2996F - G 314 - 2996G - H 266 - 2765H - I 147 - 2121


R - Q 4269 - 315Q - P 3888 - 237P - O 3888 - 237O - N 2969 - 144

Chords Tens. Comp.

N - M 2212 - 94M - L 2212 - 94L - K 1751 - 91K - J 0 0


A - R 67 - 354R - B 224 - 5113B - Q 136 - 311Q - D 582 0D - O 146 - 1418O - E 1454 - 18E - N 352 - 588

Webs Tens. Comp.

F - N 160 - 1373N - G 1530 - 93G - L 81 - 718L - H 1221 - 4H - K 173 - 1917K - I 2701 - 137I - J 204 - 3394



TC LL 47.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 64.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 91960DATE - 07/08/17

G1 42'8" Common

WEIGHT =313.1

SEQ - 196852

TYPE COMN

BL1

(a)

(a)

(a)(a)

(a)(a)

(a)

(a)

A

B

C

D

E F G

H

I

JKLMNOPQR

712

2X4

6X8

4X10

3X4

3X5

4X4

H0310 4X6

5X62X4

5X8 3X5

6X8

4X4(R)

5X5(R)

4X10(R)

5X8(R)

4X6

5'11"5'11"

11'11"26'0"2

18'4"86'5"6

25'4"6'11"8

32'3"86'11"8

38'0"105'9"2

42'8"4'7"6

9'2"49'2"4

18'5"79'3"3

25'4"6'10"9

32'2"96'10"9

38'0"105'10"1

42'8"4'7"6

1'2"

5'10

"

11'1

0"10

Job:(91960) / -RYCENGA BLDG CTR /MOTT RES / H 38'8" Common This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF 1650f-1.5EBot chord 2x4 SP 2850f-2.3E :B2 2x4 SPF 1650f-1.5E: Webs 2x4 SPF Stud :W2, W12 2x4 SPF 1650f-1.5E::W5, W6, W7, W8, W9 2x4 SPF #3:






Bottom chord checked for 10.00 psf non-concurrent bottom chordlive load applied per IBC-15 section 1607.Deflection meets L/360 live and L/240 total load. Creep increase

factor for dead load is 2.00.Truss designed for unbalanced snow load based on Pg=60.00 psf,Ct=1.10, Ce=1.00, CAT II & Pf=46.20 psf.

PLT TYP. WAVEDESC = H 38'8" Common



T 3587 / - / 821 / - / 169 / 4.0M 3582 / - / 821 / - / - / 4.0Wind reactions based on MWFRST Min Brg Width Req = 3.4M Min Brg Width Req = 3.4Bearings T & M Fcperp = 565psi.


A - B 116 0B - C 121 - 232C - D 249 - 4770D - E 261 - 4502E - F 290 - 3789F - G 282 - 3021

Chords Tens. Comp.

G - H 289 - 3760H - I 261 - 4493I - J 248 - 4762J - K 122 - 231K - L 116 0


T - S 4036 - 115S - R 3768 - 56R - Q 3768 - 56Q - P 3027 0

Chords Tens. Comp.

P - O 3758 - 57O - N 3758 - 57N - M 4029 - 121


B - T 166 - 562T - C 159 - 4948C - S 118 - 186S - E 443 0E - Q 130 - 1201Q - F 1241 - 25F - P 436 - 466

Webs Tens. Comp.

P - G 1209 - 23P - H 129 - 1204H - N 450 0N - J 118 - 188J - M 159 - 4940K - M 165 - 561



TC LL 47.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 64.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 91960DATE - 07/08/17

H 38'8" Common

WEIGHT =259.4

SEQ - 196871

TYPE COMN

(a)

(a)

(a)

(a)

(a)

A

B

C

D

E

F G

H

I

J

K

L

MNOPQRST

712

1.5X3

6X8

4X10

3X4

3X6

3X4

SS0312 4X4(R)

5X6

3X8

5X6

SS0312

3X43X6

3X4

4X10

1.5X3

6X8

5'3"15'3"1

10'11"5'7"15

16'4"85'5"8

22'3"85'11"

27'9"5'5"8

33'4"155'7"15

38'8"5'3"1

8'2"48'2"4

16'5"78'3"3

22'2"95'9"2

30'5"128'3"3

38'8"8'2"4

2' 2'

1'2"

10'8

"10

11'0

"11

Job:(91960) / -RYCENGA BLDG CTR /MOTT RES / H 38'8" Common This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF 1650f-1.5EBot chord 2x4 SP 2850f-2.3E :B2 2x4 SPF 1650f-1.5E: Webs 2x4 SPF Stud :W2, W12 2x4 SPF 1650f-1.5E::W5, W6, W7, W8, W9 2x4 SPF #3:








PLT TYP. WAVEDESC = H 38'8" Common



T 3587 / - / 821 / - / 169 / 4.0M 3582 / - / 821 / - / - / 4.0Wind reactions based on MWFRST Min Brg Width Req = 3.4M Min Brg Width Req = 3.4Bearings T & M Fcperp = 565psi.


A - B 116 0B - C 121 - 232C - D 249 - 4770D - E 261 - 4502E - F 290 - 3789F - G 282 - 3021

Chords Tens. Comp.

G - H 289 - 3760H - I 261 - 4493I - J 248 - 4762J - K 122 - 231K - L 116 0


T - S 4036 - 115S - R 3768 - 56R - Q 3768 - 56Q - P 3027 0

Chords Tens. Comp.

P - O 3758 - 57O - N 3758 - 57N - M 4029 - 121


B - T 166 - 562T - C 159 - 4948C - S 118 - 186S - E 443 0E - Q 130 - 1201Q - F 1241 - 25F - P 436 - 466

Webs Tens. Comp.

P - G 1209 - 23P - H 129 - 1204H - N 450 0N - J 118 - 188J - M 159 - 4940K - M 165 - 561



TC LL 47.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 64.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 91960DATE - 07/08/17

H 38'8" Common

WEIGHT =259.4

SEQ - 196871

TYPE COMN

(a)

(a)

(a)

(a)

(a)

A

B

C

D

E

F G

H

I

J

K

L

MNOPQRST

712

1.5X3

6X8

4X10

3X4

3X6

3X4

SS0312 4X4(R)

5X6

3X8

5X6

SS0312

3X43X6

3X4

4X10

1.5X3

6X8

5'3"15'3"1

10'11"5'7"15

16'4"85'5"8

22'3"85'11"

27'9"5'5"8

33'4"155'7"15

38'8"5'3"1

8'2"48'2"4

16'5"78'3"3

22'2"95'9"2

30'5"128'3"3

38'8"8'2"4

2' 2'

1'2"

10'8

"10

11'0

"11

Job:(91960) / -RYCENGA BLDG CTR /MOTT RES / HG 38'8" Gable This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud:W3, W4, W8, C7, C8, C14, C15 2x4 SPF #3:




Truss designed to support 1-4-0 top chord outlookers and claddingload not to exceed 2.00 PSF one face and 24.0" span opposite face.Top chord must not be cut or notched.See DWGS A11515ENC101014, GBLLETIN1014, & GABRST101014

for gable wind bracing requirements.(a) Continuous lateral restraint equally spaced on member.

(b) #3 or better scab reinforcement. Same size & 80% length of webmember. Attach with 10d Box or Gun (0.128"x3",min.)nails @ 6" OC. In lieu of structural panels or rigid ceiling use purlins

to laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) TC 24 16.41 22.25 BC 120 0.00 38.67Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.


Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00. Truss designed for unbalanced snow load based on Pg=60.00 psf,

Ct=1.10, Ce=1.00, CAT II & Pf=46.20 psf.

PLT TYP. WAVEDESC = HG 38'8" Gable



AU 763 / 69 / 176 / - / 235 / 4.0AU*233 / 7 / 62 / - / - / 172BM 321 / 40 / 181 / - / - / 4.0BN*294 / 1 / 68 / - / - / 180Wind reactions based on MWFRSAU Min Brg Width Req = 1.5AU Min Brg Width Req = -BM Min Brg Width Req = 1.5AK Min Brg Width Req = -Bearings AU, AU, BM, & AK Fcperp = 565psi.



Chords Tens. Comp.

N - O 417 - 48O - P 417 - 48P - Q 445 - 45Q - R 435 - 154R - S 382 - 100S - T 326 - 101T - U 274 - 17U - V 268 - 116V - W 222 - 102W - X 171 - 103X - Y 116 - 98Y - Z 115 - 208Z -AA 163 0


AU-AT 166 - 139AT-AS 166 - 137AS-AR 165 - 138AR-AQ 164 - 138AQ-AP 164 - 138

Chords Tens. Comp.

AK-AJ 2477 0AJ-AI 79 - 83AI-AH 79 - 83AH-AG 79 - 82AG-AF 78 - 81



TC LL 47.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 64.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 91960DATE - 07/08/17

HG 38'8" Gable

WEIGHT =362.4

SEQ - 196882

TYPE GABL

(a) (a)(a)

(b)

(b)

(b) (b)

(b)

A

BC

D

E

F GH

I

J

K L M N O PQ

R

S

TU

V

W

X

YZ

AA

ABACADAEAFAGAHAIAJAKALAMANAOAPAQARASATAU

AV AWAX

AY

AZ

BA

BB

BCBD

BE

BFBG

BHBIBJ

BK

BL

BM BN

712

2X6

3X5

3X6 5X5

5X6

3X43X4

3X61.5X4 1.5X4

3X4

3X4

3X4

5X6

1.5X3(**)

2X6 3X6

3X5

2X6

4"14'4"

2"23'10"

1'4"2'(TYP)

16'4"816'4"8

19'4"2'11"8

22'3"82'11"8

38'8"16'4"8

16'5"716'5"7

22'2"95'9"2

25'4"3'1"7

25'6"2" 38'8"

13'2"2' 2'

1'2"

10'8

"10

11'0

"11

Job:(91960) / -RYCENGA BLDG CTR /MOTT RES / HG 38'8" Gable This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud:W3, W4, W8, C7, C8, C14, C15 2x4 SPF #3:




Truss designed to support 1-4-0 top chord outlookers and claddingload not to exceed 2.00 PSF one face and 24.0" span opposite face.Top chord must not be cut or notched.See DWGS A11515ENC101014, GBLLETIN1014, & GABRST101014

for gable wind bracing requirements.(a) Continuous lateral restraint equally spaced on member.

(b) #3 or better scab reinforcement. Same size & 80% length of webmember. Attach with 10d Box or Gun (0.128"x3",min.)nails @ 6" OC. In lieu of structural panels or rigid ceiling use purlins

to laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) TC 24 16.41 22.25 BC 120 0.00 38.67Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.



Ct=1.10, Ce=1.00, CAT II & Pf=46.20 psf.




AU 763 / 69 / 176 / - / 235 / 4.0AU*233 / 7 / 62 / - / - / 172BM 321 / 40 / 181 / - / - / 4.0BN*294 / 1 / 68 / - / - / 180Wind reactions based on MWFRSAU Min Brg Width Req = 1.5AU Min Brg Width Req = -BM Min Brg Width Req = 1.5AK Min Brg Width Req = -Bearings AU, AU, BM, & AK Fcperp = 565psi.



Chords Tens. Comp.

N - O 417 - 48O - P 417 - 48P - Q 445 - 45Q - R 435 - 154R - S 382 - 100S - T 326 - 101T - U 274 - 17U - V 268 - 116V - W 222 - 102W - X 171 - 103X - Y 116 - 98Y - Z 115 - 208Z -AA 163 0


AU-AT 166 - 139AT-AS 166 - 137AS-AR 165 - 138AR-AQ 164 - 138AQ-AP 164 - 138

Chords Tens. Comp.

AK-AJ 2477 0AJ-AI 79 - 83AI-AH 79 - 83AH-AG 79 - 82AG-AF 78 - 81



TC LL 47.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 64.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 91960DATE - 07/08/17

HG 38'8" Gable

WEIGHT =362.4

SEQ - 196882

TYPE GABL

(a) (a)(a)

(b)

(b)

(b) (b)

(b)

A

BC

D

E

F GH

I

J

K L M N O PQ

R

S

TU

V

W

X

YZ

AA

ABACADAEAFAGAHAIAJAKALAMANAOAPAQARASATAU

AV AWAX

AY

AZ

BA

BB

BCBD

BE

BFBG

BHBIBJ

BK

BL

BM BN

712

2X6

3X5

3X6 5X5

5X6

3X43X4

3X61.5X4 1.5X4

3X4

3X4

3X4

5X6

1.5X3(**)

2X6 3X6

3X5

2X6

4"14'4"

2"23'10"

1'4"2'(TYP)

16'4"816'4"8

19'4"2'11"8

22'3"82'11"8

38'8"16'4"8

16'5"716'5"7

22'2"95'9"2

25'4"3'1"7

25'6"2" 38'8"

13'2"2' 2'

1'2"

10'8

"10

11'0

"11

Job:(91960) / -RYCENGA BLDG CTR /MOTT RES / HG 38'8" Gable This dwg. prepared by the ITW job designer program from truss mfr's layout.



AP-AO 163 - 138AO-AN 163 - 137AN-AM 163 - 137AM-AL 2125 - 73AL-AK 1051 - 47

AF-AE 78 - 80AE-AD 78 - 79AD-AC 77 - 77AC-AB 75 - 76


B -AU 200 - 730AM-AV 0 - 1207AV-AX 0 - 1213L -AW 119 - 120L -AY 110 - 177AW-AZ 0 - 1199AX-AL 123 - 132AZ-BC 0 - 1116BA-BB 97 - 210BC-BE 6 - 108BC-BF 0 - 1330

Webs Tens. Comp.

BD-BE 128 - 123BE-BF 351 - 71BG-BH 0 - 1388BG-AK 497 0BH-BI 0 - 1480AK-BJ 0 - 498BI- P 0 - 445BJ-BK 0 - 1448BK-BL 0 - 1461BL-AJ 0 - 1663Z -AB 226 - 693


C -AT 74 - 57D -AS 81 - 435E -AR 78 - 454F -AQ 79 - 459H -AP 77 - 477I -AO 92 - 380AM- J 69 - 730K -AV 24 - 115AY- M 0 - 281AZ-BA 0 - 169BB- N 48 - 691

Gables Tens. Comp.

BC-BD 0 - 938BH- O 39 - 184BK- Q 4 - 85BL- R 82 - 620AH- S 86 - 474AG- T 77 - 442AF- V 79 - 464AE- W 77 - 454AD- X 85 - 429AC- Y 55 - 62



TC LL 47.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 64.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 91960DATE - 07/08/17

HG 38'8" Gable

WEIGHT =362.4

SEQ - 196882

TYPE GABL

Job:(91960) / -RYCENGA BLDG CTR /MOTT RES / B2G 30' Gable This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud :C7, C8, C9 2x4 SPF #3:

All plates are 1.5X3 except as noted. 115 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.Wind loads and reactions based on MWFRS with additional C&C

member design.Truss designed to support 0-0-0 top chord outlookers and claddingload not to exceed 0.05 PSF one face and 24.0" span opposite face.Top chord must not be cut or notched.

See DWGS A11515ENC101014, GBLLETIN1014, & GABRST101014for gable wind bracing requirements.(a) scab reinforcement. 80% length of web member. Same size,

species & grade or better. Attach with 10d Box or Gun(0.128"x3",min.)nails @ 6" OC. In lieu of structural panels or rigid ceiling use purlins

to laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 120 0.00 30.00Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.

Bottom chord checked for 10.00 psf non-concurrent bottom chordlive load applied per IBC-15 section 1607. Deflection meets L/360 live and L/240 total load. Creep increase


PLT TYP. WAVEDESC = B2G 30' Gable



AM*214 / - / 46 / - / 9 / 192AD*232 / 1 / 48 / - / - / 168Wind reactions based on MWFRSAM Min Brg Width Req = -AD Min Brg Width Req = -Bearings AM & AD are a rigid surface.


A - B 163 0B - C 63 - 221C - D 75 - 101D - E 97 - 100E - F 135 - 92F - G 169 - 87G - H 172 - 34H - I 208 - 115I - J 259 - 95J - K 260 - 154

Chords Tens. Comp.

K - L 260 - 154L - M 259 - 95M - N 208 - 115N - O 172 - 35O - P 169 - 87P - Q 135 - 92Q - R 97 - 100R - S 75 - 101S - T 64 - 221T - U 163 0


AM-AL 75 - 72AL-AK 79 - 73AK-AJ 79 - 74AJ-AI 79 - 75AI-AH 80 - 76AH-AG 80 - 77AG-AF 80 - 77AF-AE 80 - 78AE-AD 80 - 78

Chords Tens. Comp.

AD-AC 80 - 78AC-AB 80 - 77AB-AA 80 - 77AA- Z 80 - 76Z - Y 80 - 76Y - X 79 - 75X - W 79 - 74W - V 75 - 73

Maximum Web Forces Per Ply (lbs)



TC LL 47.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 64.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 91960DATE - 07/08/17

B2G 30' Gable

WEIGHT =231.3

SEQ - 106877

TYPE GABL

(a) (a)

A

BC

D

E

FG

H

I

J

K

L

M

NO

P

Q

R

ST

U

VWXYZAAABACADAEAFAGAHAIAJAKAL

AM

AN

AO

AP

AQ

AR

AS

AT

AU

AV

AW

712

2X6

3X5 3X4

3X4

4X6(R)

3X5

3X4

3X4

3X5

2X6

30'

1'2'

(TYP)

15'15'

30'15'

30'30'

2' 2'

1'2"

9'11

"

10'3

"1

Job:(91960) / -RYCENGA BLDG CTR /MOTT RES / B2G 30' Gable This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud :C7, C8, C9 2x4 SPF #3:



See DWGS A11515ENC101014, GBLLETIN1014, & GABRST101014for gable wind bracing requirements.(a) scab reinforcement. 80% length of web member. Same size,

species & grade or better. Attach with 10d Box or Gun(0.128"x3",min.)nails @ 6" OC. In lieu of structural panels or rigid ceiling use purlins







AM*214 / - / 46 / - / 9 / 192AD*232 / 1 / 48 / - / - / 168Wind reactions based on MWFRSAM Min Brg Width Req = -AD Min Brg Width Req = -Bearings AM & AD are a rigid surface.


A - B 163 0B - C 63 - 221C - D 75 - 101D - E 97 - 100E - F 135 - 92F - G 169 - 87G - H 172 - 34H - I 208 - 115I - J 259 - 95J - K 260 - 154

Chords Tens. Comp.

K - L 260 - 154L - M 259 - 95M - N 208 - 115N - O 172 - 35O - P 169 - 87P - Q 135 - 92Q - R 97 - 100R - S 75 - 101S - T 64 - 221T - U 163 0


AM-AL 75 - 72AL-AK 79 - 73AK-AJ 79 - 74AJ-AI 79 - 75AI-AH 80 - 76AH-AG 80 - 77AG-AF 80 - 77AF-AE 80 - 78AE-AD 80 - 78

Chords Tens. Comp.

AD-AC 80 - 78AC-AB 80 - 77AB-AA 80 - 77AA- Z 80 - 76Z - Y 80 - 76Y - X 79 - 75X - W 79 - 74W - V 75 - 73

Maximum Web Forces Per Ply (lbs)



TC LL 47.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 64.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 91960DATE - 07/08/17

B2G 30' Gable

WEIGHT =231.3

SEQ - 106877

TYPE GABL

(a) (a)

A

BC

D

E

FG

H

I

J

K

L

M

NO

P

Q

R

ST

U

VWXYZAAABACADAEAFAGAHAIAJAKAL

AM

AN

AO

AP

AQ

AR

AS

AT

AU

AV

AW

712

2X6

3X5 3X4

3X4

4X6(R)

3X5

3X4

3X4

3X5

2X6

30'

1'2'

(TYP)

15'15'

30'15'

30'30'

2' 2'

1'2"

9'11

"

10'3

"1

Job:(91960) / -RYCENGA BLDG CTR /MOTT RES / B2G 30' Gable This dwg. prepared by the ITW job designer program from truss mfr's layout.



Webs Tens.Comp.

B -AM 155 - 731AN-AP 10 0AO-AQ 0 - 6AP-AQ 0 - 214AP-AR 10 0AQ-AS 0 - 6K -AR 0 - 245

Webs Tens. Comp.

AR-AT 10 0AS-AU 0 - 6AT-AU 0 - 214AT-AV 10 0AU-AW 0 - 6T - V 152 - 731


C -AL 99 - 53D -AK 56 - 339E -AJ 57 - 324F -AI 57 - 332H -AH 53 - 432I -AG 82 - 437J -AN 3 - 588AN-AO 35 - 500AO-AF 0 - 624AS-AE 0 - 167

Gables Tens. Comp.

AV-AW 35 - 500AV- L 3 - 588AW-AC 0 - 624AB- M 82 - 437AA- N 53 - 432Z - P 57 - 332Y - Q 57 - 324X - R 56 - 339W - S 99 - 53



TC LL 47.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 64.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 91960DATE - 07/08/17

B2G 30' Gable

WEIGHT =231.3

SEQ - 106877

TYPE GABL

Job:(91960) / -RYCENGA BLDG CTR /MOTT RES / B2 30' Common This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF 2100f-1.8E :T2, T3 2x4 SP 2850f-2.3E:Bot chord 2x4 SPF 2100f-1.8E Webs 2x4 SPF Stud :W2, W7 2x4 SPF 1650f-1.5E::W4, W5 2x4 SPF #3:




In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 120 0.00 30.00Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.



factor for dead load is 2.00. Truss designed for unbalanced snow load based on Pg=60.00 psf,Ct=1.10, Ce=1.00, CAT II & Pf=46.20 psf.

PLT TYP. WAVEDESC = B2 30' Common



N 2391 / - / 645 / - / 151 / 4.0J 2392 / - / 645 / - / - / 4.0Wind reactions based on MWFRSN Min Brg Width Req = 3.0J Min Brg Width Req = 3.0Bearings N & J Fcperp = 565psi.


A - B 116 0B - C 127 - 336C - D 203 - 2822D - E 236 - 2771

Chords Tens. Comp.

E - F 236 - 2773F - G 203 - 2823G - H 126 - 336H - I 116 0


N - M 2478 - 50M - L 1756 0

Chords Tens. Comp.

L - K 1756 0K - J 2479 - 54


B - N 186 - 676N - C 74 - 2888C - M 191 - 693M - E 1175 - 46

Webs Tens. Comp.

E - K 1178 - 46K - G 192 - 693G - J 74 - 2889H - J 184 - 676



TC LL 47.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 64.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 91960DATE - 07/08/17

B2 30' Common

WEIGHT =178.2

SEQ - 196765

TYPE COMN

(a) (a)

A

B

C D

E

FG

H

I

JKLMN

712

1.5X4

5X6

3X103X5

4X4(R)

5X7(R1)

H0308 4X4(R)

3X53X10

1.5X4

5X6

7'5"7'5"

15'7'7"

22'7"7'7"

30'7'5"

9'10"129'10"12

20'1"410'2"8

30'9'10"12

2' 2'

1'2"

9'11

"

10'3

"1

Job:(91960) / -RYCENGA BLDG CTR /MOTT RES / B2 30' Common This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF 2100f-1.8E :T2, T3 2x4 SP 2850f-2.3E:Bot chord 2x4 SPF 2100f-1.8E Webs 2x4 SPF Stud :W2, W7 2x4 SPF 1650f-1.5E::W4, W5 2x4 SPF #3:







factor for dead load is 2.00. Truss designed for unbalanced snow load based on Pg=60.00 psf,Ct=1.10, Ce=1.00, CAT II & Pf=46.20 psf.






A - B 116 0B - C 127 - 336C - D 203 - 2822D - E 236 - 2771

Chords Tens. Comp.

E - F 236 - 2773F - G 203 - 2823G - H 126 - 336H - I 116 0


N - M 2478 - 50M - L 1756 0

Chords Tens. Comp.

L - K 1756 0K - J 2479 - 54


B - N 186 - 676N - C 74 - 2888C - M 191 - 693M - E 1175 - 46

Webs Tens. Comp.

E - K 1178 - 46K - G 192 - 693G - J 74 - 2889H - J 184 - 676



TC LL 47.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 64.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 91960DATE - 07/08/17

B2 30' Common

WEIGHT =178.2

SEQ - 196765

TYPE COMN

(a) (a)

A

B

C D

E

FG

H

I

JKLMN

712

1.5X4

5X6

3X103X5

4X4(R)

5X7(R1)

H0308 4X4(R)

3X53X10

1.5X4

5X6

7'5"7'5"

15'7'7"

22'7"7'7"

30'7'5"

9'10"129'10"12

20'1"410'2"8

30'9'10"12

2' 2'

1'2"

9'11

"

10'3

"1

Job:(91960) / -RYCENGA BLDG CTR /MOTT RES / B1 30' Common This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SP 2850f-2.3EBot chord 2x4 SPF 2100f-1.8E Webs 2x4 SPF Stud :W2, W7 2x4 SPF 1650f-1.5E::W4, W5 2x4 SPF #3:












M 2153 / - / 576 / - / 139 / -I 2399 / - / 645 / - / - / 4.0Wind reactions based on MWFRSM Min Brg Width Req = -I Min Brg Width Req = 3.0Bearing I Fcperp = 565psi.


A - B 91 - 348B - C 210 - 2865C - D 243 - 2814D - E 240 - 2786

Chords Tens. Comp.

E - F 207 - 2837F - G 124 - 324G - H 116 0


M - L 2528 - 61L - K 1766 0

Chords Tens. Comp.

K - J 1766 0J - I 2492 - 57


A - M 82 - 425M - B 117 - 2917B - L 198 - 737L - D 1220 - 53

Webs Tens. Comp.

D - J 1188 - 48J - F 193 - 703F - I 82 - 2914G - I 183 - 668



TC LL 47.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 64.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 91960DATE - 07/08/17

B1 30' Common

WEIGHT =175.4

SEQ - 196768

TYPE COMN

(a) (a)A

B C

D

EF

G

H

IJKLM

712

2X4

5X6

3X103X5

4X4(R)

5X7(R1)

H0308 4X4(R)

3X53X10

1.5X4

5X6

7'5"7'5"

15'7'7"

22'7"7'7"

30'7'5"

9'10"129'10"12

20'1"410'2"8

30'9'10"12

2'

1'2"

9'11

"

10'3

"1

Job:(91960) / -RYCENGA BLDG CTR /MOTT RES / B1 30' Common This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SP 2850f-2.3EBot chord 2x4 SPF 2100f-1.8E Webs 2x4 SPF Stud :W2, W7 2x4 SPF 1650f-1.5E::W4, W5 2x4 SPF #3:












M 2153 / - / 576 / - / 139 / -I 2399 / - / 645 / - / - / 4.0Wind reactions based on MWFRSM Min Brg Width Req = -I Min Brg Width Req = 3.0Bearing I Fcperp = 565psi.


A - B 91 - 348B - C 210 - 2865C - D 243 - 2814D - E 240 - 2786

Chords Tens. Comp.

E - F 207 - 2837F - G 124 - 324G - H 116 0


M - L 2528 - 61L - K 1766 0

Chords Tens. Comp.

K - J 1766 0J - I 2492 - 57


A - M 82 - 425M - B 117 - 2917B - L 198 - 737L - D 1220 - 53

Webs Tens. Comp.

D - J 1188 - 48J - F 193 - 703F - I 82 - 2914G - I 183 - 668



TC LL 47.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 64.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 91960DATE - 07/08/17

B1 30' Common

WEIGHT =175.4

SEQ - 196768

TYPE COMN

(a) (a)A

B C

D

EF

G

H

IJKLM

712

2X4

5X6

3X103X5

4X4(R)

5X7(R1)

H0308 4X4(R)

3X53X10

1.5X4

5X6

7'5"7'5"

15'7'7"

22'7"7'7"

30'7'5"

9'10"129'10"12

20'1"410'2"8

30'9'10"12

2'

1'2"

9'11

"

10'3

"1

Job:(91960) / -RYCENGA BLDG CTR /MOTT RES / B 30' Common This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SP 2850f-2.3EBot chord 2x4 SPF 2100f-1.8E Webs 2x4 SPF Stud :W2, W7 2x4 SPF 1650f-1.5E::W4, W5 2x4 SPF #3:









PLT TYP. WAVEDESC = B 30' Common



L 2161 / - / 576 / - / 119 / -H 2162 / - / 576 / - / - / 4.0Wind reactions based on MWFRSL Min Brg Width Req = -H Min Brg Width Req = 2.7Bearing H Fcperp = 565psi.


A - B 92 - 348B - C 212 - 2871C - D 245 - 2820

Chords Tens. Comp.

D - E 245 - 2821E - F 212 - 2872F - G 91 - 348


L - K 2533 - 96K - J 1777 0

Chords Tens. Comp.

J - I 1777 0I - H 2534 - 96


A - L 81 - 425L - B 118 - 2923B - K 198 - 738K - D 1221 - 53

Webs Tens. Comp.

D - I 1223 - 53I - F 198 - 737F - H 118 - 2924G - H 81 - 425



TC LL 47.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 64.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 91960DATE - 07/08/17

B 30' Common

WEIGHT =172.6

SEQ - 196771

TYPE COMN

(a) (a)

A

B C

D

EF

G

HIJKL

712

2X4

5X6

3X103X5

4X4(R)

5X7(R1)

H0308 4X4(R)

3X53X10

2X4

5X6

7'5"7'5"

15'7'7"

22'7"7'7"

30'7'5"

9'10"129'10"12

20'1"410'2"8

30'9'10"12

1'2"

9'11

"Job:(91960) / -RYCENGA BLDG CTR /MOTT RES / B 30' Common This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SP 2850f-2.3EBot chord 2x4 SPF 2100f-1.8E Webs 2x4 SPF Stud :W2, W7 2x4 SPF 1650f-1.5E::W4, W5 2x4 SPF #3:









PLT TYP. WAVEDESC = B 30' Common



L 2161 / - / 576 / - / 119 / -H 2162 / - / 576 / - / - / 4.0Wind reactions based on MWFRSL Min Brg Width Req = -H Min Brg Width Req = 2.7Bearing H Fcperp = 565psi.


A - B 92 - 348B - C 212 - 2871C - D 245 - 2820

Chords Tens. Comp.

D - E 245 - 2821E - F 212 - 2872F - G 91 - 348


L - K 2533 - 96K - J 1777 0

Chords Tens. Comp.

J - I 1777 0I - H 2534 - 96


A - L 81 - 425L - B 118 - 2923B - K 198 - 738K - D 1221 - 53

Webs Tens. Comp.

D - I 1223 - 53I - F 198 - 737F - H 118 - 2924G - H 81 - 425



TC LL 47.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 64.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 91960DATE - 07/08/17

B 30' Common

WEIGHT =172.6

SEQ - 196771

TYPE COMN

(a) (a)

A

B C

D

EF

G

HIJKL

712

2X4

5X6

3X103X5

4X4(R)

5X7(R1)

H0308 4X4(R)

3X53X10

2X4

5X6

7'5"7'5"

15'7'7"

22'7"7'7"

30'7'5"

9'10"129'10"12

20'1"410'2"8

30'9'10"12

1'2"

9'11

"

Job:(91960) / -RYCENGA BLDG CTR /MOTT RES / BM 6'8" Gable This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud


member design.

Right end vertical not exposed to wind pressure.Truss designed to support 1-4-0 top chord outlookers and claddingload not to exceed 2.00 PSF one face and 24.0" span opposite face.Top chord must not be cut or notched.

See DWGS A11515ENC101014, GBLLETIN1014, & GABRST101014for gable wind bracing requirements.



factor for dead load is 2.00.Truss designed for balanced snow load based on Pg=60.00 psf,Ct=1.10, Ce=1.00, CAT II & Pf=46.20 psf.Fasten rated sheathing to one face of this frame.

PLT TYP. WAVEDESC = BM 6'8" Gable



F* 173 / 34 / 52 / - / 34 / 80.0Wind reactions based on MWFRSJ Min Brg Width Req = -Bearing J Fcperp = 565psi.


A - B 55 - 341B - C 71 - 175

Chords Tens. Comp.

C - D 78 - 118D - E 73 - 101


J - I 189 - 28I - H 211 - 33

Chords Tens. Comp.

H - G 214 - 34G - F 217 - 35


A - J 53 - 352

Webs Tens. Comp.

E - F 47 - 142


B - I 359 - 208C - H 90 - 331

Gables Tens. Comp.

D - G 160 - 367



TC LL 47.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 64.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 91960DATE - 07/08/17

BM 6'8" Gable

WEIGHT =40.3

SEQ - 196773

TYPE GABL

AB

C

D

E

F

GHI

J

712

1.5X4

2X4

1.5X4

1.5X4

6'8"

8"2'

(TYP)

6'8"6'8"

1'2"

5'0"

11

Job:(91960) / -RYCENGA BLDG CTR /MOTT RES / BM 6'8" Gable This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud


member design.

Right end vertical not exposed to wind pressure.Truss designed to support 1-4-0 top chord outlookers and claddingload not to exceed 2.00 PSF one face and 24.0" span opposite face.Top chord must not be cut or notched.

See DWGS A11515ENC101014, GBLLETIN1014, & GABRST101014for gable wind bracing requirements.



factor for dead load is 2.00.Truss designed for balanced snow load based on Pg=60.00 psf,Ct=1.10, Ce=1.00, CAT II & Pf=46.20 psf.Fasten rated sheathing to one face of this frame.

PLT TYP. WAVEDESC = BM 6'8" Gable



F* 173 / 34 / 52 / - / 34 / 80.0Wind reactions based on MWFRSJ Min Brg Width Req = -Bearing J Fcperp = 565psi.


A - B 55 - 341B - C 71 - 175

Chords Tens. Comp.

C - D 78 - 118D - E 73 - 101


J - I 189 - 28I - H 211 - 33

Chords Tens. Comp.

H - G 214 - 34G - F 217 - 35


A - J 53 - 352

Webs Tens. Comp.

E - F 47 - 142


B - I 359 - 208C - H 90 - 331

Gables Tens. Comp.

D - G 160 - 367



TC LL 47.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 64.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 91960DATE - 07/08/17

BM 6'8" Gable

WEIGHT =40.3

SEQ - 196773

TYPE GABL

AB

C

D

E

F

GHI

J

712

1.5X4

2X4

1.5X4

1.5X4

6'8"

8"2'

(TYP)

6'8"6'8"

1'2"

5'0"

11

Job:(91960) / -RYCENGA BLDG CTR /MOTT RES / AX 26'8" Common Girder This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x6 SP 2700f-2.0E Webs 2x4 SPF Stud :W1, W13 2x10 SP 2400f-2.0E::W2, W12 2x4 SPF 2100f-1.8E: :W7 2x4 SPF 1650f-1.5E:

Nail Schedule:0.131"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 2 Rows @ 3.00" o.c. (Each Row)Webs : 1 Row @ 4" o.c.Repeat nailing as each layer is applied. Use equal spacingbetween rows and stagger nails in each row to avoid splitting.4" o.c. spacing of nails perpendicular and parallel tograin required in area over bearings greater than 4"

(***) 20 gage metal shim required between chord ends to distributeaxial forces at joint. See DRWG RIGINSRT1014 for moreinformation.

Special loads------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC- From 110 plf at -2.00 to 110 plf at 13.33 TC- From 110 plf at 13.33 to 110 plf at 26.67 BC- From 5 plf at -2.00 to 5 plf at 0.00 BC- From 10 plf at 0.00 to 10 plf at 26.67 BC- 2160.87 lb Conc. Load at 2.00, 4.00, 6.00, 8.0010.00 BC- 2153.22 lb Conc. Load at 12.00,14.00,16.00,18.0020.00,22.00,24.00,26.00

Brg blocks:0.131"x3", min. nailsbrg x-loc #blocks length/blk #nails/blk wall plate 1 0.000' 2 15" 18 SP Standard 2 26.333' 2 17" 22 SP StandardBrg block to be same size and species as chord.Refer to drawing CNNAILSP1014 for more information.

(**) 6 plate(s) require special positioning. Refer to scaled plate plotdetails for special positioning requirements.115 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg,

Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.

Wind loads and reactions based on MWFRS.Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.

PLT TYP. WAVEDESC = AX 26'8" Common Girder



Q 15167 / - / 204 / - / - / 4.0J 16298 / - / 257 / - / - / 4.0Wind reactions based on MWFRSQ Min Brg Width Req = -J Min Brg Width Req = -Bearings Q & J Fcperp = 565psi.


A - B 39 - 3B - C 0 - 6897C - D 0 - 6262D - E 0 - 6255

Chords Tens. Comp.

E - F 0 - 4934F - G 0 - 4934G - H 0 - 6275H - I 0 - 6949


Q - P 672 0P - O 5873 0O - N 5302 0N - M 5312 0

Chords Tens. Comp.

M - L 5312 0L - K 5917 0K - J 816 0


B - Q 0 - 4582B - P 5322 0P - C 564 - 92C - O 0 - 628O - E 2028 0E - N 0 - 1855F - N 4755 0

Webs Tens. Comp.

N - G 0 - 1872G - L 2049 0L - H 0 - 671H - K 606 - 81K - I 5224 0I - J 0 - 4511



TC LL 47.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 64.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 91960DATE - 07/08/17

AX 26'8" Common Girder

WEIGHT =599.9

SEQ - 196788

TYPE COMN

BL1 BL2A

B

CD

E

F

G

H

I

JKLMNOPQ

712

SS0708(**)

6X8(**) SS0708

3X43X5(***)

6X8

5X6(**)

5X8(R1)

7X8(R) H0510

5X6(**)

6X8

3X4

SS0708

SS0708(**)

6X8(**)

4'4"114'4"11

8'11"154'7"4

13'4"4'4"1

17'8"14'4"1

22'3"54'7"4

26'8"4'4"11

4'4"114'4"11

8'11"154'7"4

13'4"4'4"1

17'8"14'4"1

22'3"54'7"4

26'8"4'4"11

2'

1'2"

8'11

"5

9'3"

6

Job:(91960) / -RYCENGA BLDG CTR /MOTT RES / AX 26'8" Common Girder This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x6 SP 2700f-2.0E Webs 2x4 SPF Stud :W1, W13 2x10 SP 2400f-2.0E::W2, W12 2x4 SPF 2100f-1.8E: :W7 2x4 SPF 1650f-1.5E:

Nail Schedule:0.131"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 2 Rows @ 3.00" o.c. (Each Row)Webs : 1 Row @ 4" o.c.Repeat nailing as each layer is applied. Use equal spacingbetween rows and stagger nails in each row to avoid splitting.4" o.c. spacing of nails perpendicular and parallel tograin required in area over bearings greater than 4"

(***) 20 gage metal shim required between chord ends to distributeaxial forces at joint. See DRWG RIGINSRT1014 for moreinformation.

Special loads------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC- From 110 plf at -2.00 to 110 plf at 13.33 TC- From 110 plf at 13.33 to 110 plf at 26.67 BC- From 5 plf at -2.00 to 5 plf at 0.00 BC- From 10 plf at 0.00 to 10 plf at 26.67 BC- 2160.87 lb Conc. Load at 2.00, 4.00, 6.00, 8.0010.00 BC- 2153.22 lb Conc. Load at 12.00,14.00,16.00,18.0020.00,22.00,24.00,26.00

Brg blocks:0.131"x3", min. nailsbrg x-loc #blocks length/blk #nails/blk wall plate 1 0.000' 2 15" 18 SP Standard 2 26.333' 2 17" 22 SP StandardBrg block to be same size and species as chord.Refer to drawing CNNAILSP1014 for more information.

(**) 6 plate(s) require special positioning. Refer to scaled plate plotdetails for special positioning requirements.115 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg,

Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.

Wind loads and reactions based on MWFRS.Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.




Q 15167 / - / 204 / - / - / 4.0J 16298 / - / 257 / - / - / 4.0Wind reactions based on MWFRSQ Min Brg Width Req = -J Min Brg Width Req = -Bearings Q & J Fcperp = 565psi.


A - B 39 - 3B - C 0 - 6897C - D 0 - 6262D - E 0 - 6255

Chords Tens. Comp.

E - F 0 - 4934F - G 0 - 4934G - H 0 - 6275H - I 0 - 6949


Q - P 672 0P - O 5873 0O - N 5302 0N - M 5312 0

Chords Tens. Comp.

M - L 5312 0L - K 5917 0K - J 816 0


B - Q 0 - 4582B - P 5322 0P - C 564 - 92C - O 0 - 628O - E 2028 0E - N 0 - 1855F - N 4755 0

Webs Tens. Comp.

N - G 0 - 1872G - L 2049 0L - H 0 - 671H - K 606 - 81K - I 5224 0I - J 0 - 4511



TC LL 47.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 64.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 91960DATE - 07/08/17


WEIGHT =599.9

SEQ - 196788

TYPE COMN

BL1 BL2A

B

CD

E

F

G

H

I

JKLMNOPQ

712

SS0708(**)

6X8(**) SS0708

3X43X5(***)

6X8

5X6(**)

5X8(R1)

7X8(R) H0510

5X6(**)

6X8

3X4

SS0708

SS0708(**)

6X8(**)

4'4"114'4"11

8'11"154'7"4

13'4"4'4"1

17'8"14'4"1

22'3"54'7"4

26'8"4'4"11

4'4"114'4"11

8'11"154'7"4

13'4"4'4"1

17'8"14'4"1

22'3"54'7"4

26'8"4'4"11

2'

1'2"

8'11

"5

9'3"

6

Job:(91960) / -RYCENGA BLDG CTR /MOTT RES / AX 26'8" Common Girder This dwg. prepared by the ITW job designer program from truss mfr's layout.In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 120 0.00 26.67Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.

Truss designed for balanced snow load based on Pg=60.00 psf,Ct=1.10, Ce=1.00, CAT II & Pf=46.20 psf.





TC LL 47.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 64.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 91960DATE - 07/08/17


WEIGHT =599.9

SEQ - 196788

TYPE COMN

Job:(91960) / -RYCENGA BLDG CTR /MOTT RES / A 26'8" Common This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2 :T2, T3 2x4 SPF 2100f-1.8E:Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 SPF Stud :W4, W5 2x4 SPF #3:



Wind loads and reactions based on MWFRS with additional C&Cmember design.(a) scab reinforcement. 80% length of web member. Same size,

species & grade or better. Attach with 10d Box or Gun(0.128"x3",min.)nails @ 6" OC.





PLT TYP. WAVEDESC = A 26'8" Common





A - B 116 0B - C 105 - 264C - D 126 - 77D - E 207 - 2390

Chords Tens. Comp.

E - F 207 - 2392F - G 126 - 77G - H 105 - 264H - I 116 0


N - M 2100 - 41M - L 1464 0

Chords Tens. Comp.

L - K 1464 0K - J 2101 - 45


B - N 173 - 609N - D 67 - 2498D - M 170 - 635M - E 964 - 39

Webs Tens. Comp.

E - K 967 - 39K - F 170 - 635F - J 68 - 2500H - J 172 - 608



TC LL 47.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 64.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 91960DATE - 07/08/17

A 26'8" Common

WEIGHT =156.8

SEQ - 106094

TYPE COMN

(a)(a)

A

B

C

D

E

F

G

H

I

JKLMN

712

1.5X3

5X5

3X5

3X8

3X5

5X6(R1)

3X6(**) 3X5

3X8

3X5

1.5X3

5X5

6'6"66'6"6

13'4"6'9"10

20'1"106'9"10

26'8"6'6"6

8'10"118'10"11

17'9"58'10"11

26'8"8'10"11

2' 2'

1'2"

8'11

"5

9'3"

6

Job:(91960) / -RYCENGA BLDG CTR /MOTT RES / A 26'8" Common This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2 :T2, T3 2x4 SPF 2100f-1.8E:Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 SPF Stud :W4, W5 2x4 SPF #3:



Wind loads and reactions based on MWFRS with additional C&Cmember design.(a) scab reinforcement. 80% length of web member. Same size,

species & grade or better. Attach with 10d Box or Gun(0.128"x3",min.)nails @ 6" OC.





PLT TYP. WAVEDESC = A 26'8" Common





A - B 116 0B - C 105 - 264C - D 126 - 77D - E 207 - 2390

Chords Tens. Comp.

E - F 207 - 2392F - G 126 - 77G - H 105 - 264H - I 116 0


N - M 2100 - 41M - L 1464 0

Chords Tens. Comp.

L - K 1464 0K - J 2101 - 45


B - N 173 - 609N - D 67 - 2498D - M 170 - 635M - E 964 - 39

Webs Tens. Comp.

E - K 967 - 39K - F 170 - 635F - J 68 - 2500H - J 172 - 608



TC LL 47.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 64.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 91960DATE - 07/08/17

A 26'8" Common

WEIGHT =156.8

SEQ - 106094

TYPE COMN

(a)(a)

A

B

C

D

E

F

G

H

I

JKLMN

712

1.5X3

5X5

3X5

3X8

3X5

5X6(R1)

3X6(**) 3X5

3X8

3X5

1.5X3

5X5

6'6"66'6"6

13'4"6'9"10

20'1"106'9"10

26'8"6'6"6

8'10"118'10"11

17'9"58'10"11

26'8"8'10"11

2' 2'

1'2"

8'11

"5

9'3"

6

Job:(91960) / -RYCENGA BLDG CTR /MOTT RES / AG 26'8" Gable This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud :C8 2x4 SPF #1/#2:


member design.The studded portion of the truss is designed to support 1-4-0 topchord outlookers and 2.00 PSF cladding load one face, and 24.0"span on opposite face. Top chord must not be cut or notched.Vertical and roof plane diaphragms, and connections by others.

See DWGS A11515ENC101014, GBLLETIN1014, & GABRST101014for gable wind bracing requirements.(a) #3 or better scab reinforcement. Same size & 80% length of web

member. Attach with 10d Box or Gun (0.128"x3",min.)nails @ 6" OC.In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 120 0.00 26.67Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.


factor for dead load is 2.00.Truss designed for unbalanced snow load based on Pg=60.00 psf,Ct=1.10, Ce=1.00, CAT II & Pf=46.20 psf.Fasten rated sheathing to one face of this frame.

PLT TYP. WAVEDESC = AG 26'8" Gable



AI* 212 / 2 / 47 / - / 7 / 320Wind reactions based on MWFRSAI Min Brg Width Req = -Bearing AI is a rigid surface.


A - B 169 0B - C 132 - 225C - D 132 - 116D - E 181 - 119E - F 184 - 66F - G 236 - 112G - H 288 - 134H - I 342 - 128I - J 397 - 153

Chords Tens. Comp.

J - K 396 - 153K - L 342 - 128L - M 288 - 134M - N 236 - 112N - O 185 - 66O - P 182 - 119P - Q 132 - 116Q - R 130 - 225R - S 169 0


AI-AH 97 - 87AH-AG 101 - 89AG-AF 101 - 90AF-AE 101 - 91AE-AD 102 - 91AD-AC 102 - 92AC-AB 102 - 93AB-AA 102 - 93

Chords Tens. Comp.

AA- Z 103 - 93Z - Y 103 - 93Y - X 102 - 92X - W 102 - 91W - V 102 - 90V - U 102 - 89U - T 97 - 87


AI- B 239 - 718C -AH 93 - 73D -AG 84 - 347

Gables Tens. Comp.

Z - K 82 - 527Y - L 82 - 460X - M 78 - 424



TC LL 47.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 64.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 91960DATE - 07/08/17

AG 26'8" Gable

WEIGHT =182.8

SEQ - 106092

TYPE GABL

(a)

A

BC

DE

F

G

H

I

J

K

L

M

N O

P

QR

S

TUVWXYZAAABACADAEAFAGAH

AI

712

2X6

3X5

5X5

3X5

3X5

2X6

26'8"

1'4"2'

(TYP)1'2"4

13'4"13'4"

26'8"13'4"

26'8"26'8"

2' 2'

1'2"

8'11

"5

9'3"

6

Job:(91960) / -RYCENGA BLDG CTR /MOTT RES / AG 26'8" Gable This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud :C8 2x4 SPF #1/#2:



See DWGS A11515ENC101014, GBLLETIN1014, & GABRST101014for gable wind bracing requirements.(a) #3 or better scab reinforcement. Same size & 80% length of web

member. Attach with 10d Box or Gun (0.128"x3",min.)nails @ 6" OC.In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 120 0.00 26.67Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.






AI* 212 / 2 / 47 / - / 7 / 320Wind reactions based on MWFRSAI Min Brg Width Req = -Bearing AI is a rigid surface.


A - B 169 0B - C 132 - 225C - D 132 - 116D - E 181 - 119E - F 184 - 66F - G 236 - 112G - H 288 - 134H - I 342 - 128I - J 397 - 153

Chords Tens. Comp.

J - K 396 - 153K - L 342 - 128L - M 288 - 134M - N 236 - 112N - O 185 - 66O - P 182 - 119P - Q 132 - 116Q - R 130 - 225R - S 169 0


AI-AH 97 - 87AH-AG 101 - 89AG-AF 101 - 90AF-AE 101 - 91AE-AD 102 - 91AD-AC 102 - 92AC-AB 102 - 93AB-AA 102 - 93

Chords Tens. Comp.

AA- Z 103 - 93Z - Y 103 - 93Y - X 102 - 92X - W 102 - 91W - V 102 - 90V - U 102 - 89U - T 97 - 87


AI- B 239 - 718C -AH 93 - 73D -AG 84 - 347

Gables Tens. Comp.

Z - K 82 - 527Y - L 82 - 460X - M 78 - 424



TC LL 47.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 64.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 91960DATE - 07/08/17

AG 26'8" Gable

WEIGHT =182.8

SEQ - 106092

TYPE GABL

(a)

A

BC

DE

F

G

H

I

J

K

L

M

N O

P

QR

S

TUVWXYZAAABACADAEAFAGAH

AI

712

2X6

3X5

5X5

3X5

3X5

2X6

26'8"

1'4"2'

(TYP)1'2"4

13'4"13'4"

26'8"13'4"

26'8"26'8"

2' 2'

1'2"

8'11

"5

9'3"

6

Job:(91960) / -RYCENGA BLDG CTR /MOTT RES / AG 26'8" Gable This dwg. prepared by the ITW job designer program from truss mfr's layout.



F -AF 78 - 324G -AE 78 - 424H -AD 82 - 460I -AC 82 - 527J -AB 0 - 344

W - N 78 - 324V - P 85 - 347U - Q 94 - 73R - T 236 - 718



TC LL 47.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 64.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 91960DATE - 07/08/17

AG 26'8" Gable

WEIGHT =182.8

SEQ - 106092

TYPE GABL

Job:(91960) / -RYCENGA BLDG CTR /MOTT RES / DX 16' Common Girder This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF 1650f-1.5EBot chord 2x6 SP 2700f-2.0E Webs 2x4 SPF Stud :W1, W9 2x6 SPF Stud::W2, W5, W8 2x4 SPF 1650f-1.5E:

Nail Schedule:0.131"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 2 Rows @ 2.00" o.c. (Each Row)Webs : 1 Row @ 4" o.c.Repeat nailing as each layer is applied. Use equal spacingbetween rows and stagger nails in each row to avoid splitting.

Special loads------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC- From 110 plf at 0.00 to 110 plf at 8.00 TC- From 110 plf at 8.00 to 110 plf at 16.00 BC- From 10 plf at 0.00 to 10 plf at 16.00 BC- 3432.32 lb Conc. Load at 0.00, 2.00, 4.00, 6.00 8.00,10.00,12.00,14.00

Brg blocks:0.131"x3", min. nailsbrg x-loc #blocks length/blk #nails/blk wall plate 1 0.000' 2 15" 18 DF-L Standard 2 15.667' 1 12" 7 DF-L StandardBrg block to be same size and species as chord.Refer to drawing CNNAILSP1014 for more information.

(**) 2 plate(s) require special positioning. Refer to scaled plate plotdetails for special positioning requirements. 115 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg,

Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.Wind loads and reactions based on MWFRS.



PLT TYP. WAVEDESC = DX 16' Common Girder



J 16407 / - / 231 / - / - / 4.0F 12975 / - / 172 / - / - / 4.0Wind reactions based on MWFRSJ Min Brg Width Req = -F Min Brg Width Req = -Bearings J & F Fcperp = 625psi.


A - B 0 - 5659B - C 0 - 4365

Chords Tens. Comp.

C - D 0 - 4365D - E 0 - 5659


J - I 203 0I - H 4755 0

Chords Tens. Comp.

H - G 4755 0G - F 203 0


A - J 0 - 3862A - I 4739 0I - B 1324 - 46B - H 0 - 1275C - H 4179 0

Webs Tens. Comp.

H - D 0 - 1275D - G 1324 - 46G - E 4739 0E - F 0 - 3862



TC LL 47.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 64.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 91960DATE - 07/08/17

DX 16' Common Girder

WEIGHT =320.7

SEQ - 110351

TYPE COMN

BL1 BL2

A

B

C

D

E

FGHIJ

712

6X12

5X5

7X8

3X6(**)

5X7(R)

7X8(R)

3X6(**)

7X8

6X12

5X5

3'11"43'11"4

8'4'0"12

12'0"124'0"12

16'3'11"4

3'11"43'11"4

8'4'0"12

12'0"124'0"12

16'3'11"4

1'2"

5'10

"

Job:(91960) / -RYCENGA BLDG CTR /MOTT RES / DX 16' Common Girder This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF 1650f-1.5EBot chord 2x6 SP 2700f-2.0E Webs 2x4 SPF Stud :W1, W9 2x6 SPF Stud::W2, W5, W8 2x4 SPF 1650f-1.5E:

Nail Schedule:0.131"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 2 Rows @ 2.00" o.c. (Each Row)Webs : 1 Row @ 4" o.c.Repeat nailing as each layer is applied. Use equal spacingbetween rows and stagger nails in each row to avoid splitting.

Special loads------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC- From 110 plf at 0.00 to 110 plf at 8.00 TC- From 110 plf at 8.00 to 110 plf at 16.00 BC- From 10 plf at 0.00 to 10 plf at 16.00 BC- 3432.32 lb Conc. Load at 0.00, 2.00, 4.00, 6.00 8.00,10.00,12.00,14.00

Brg blocks:0.131"x3", min. nailsbrg x-loc #blocks length/blk #nails/blk wall plate 1 0.000' 2 15" 18 DF-L Standard 2 15.667' 1 12" 7 DF-L StandardBrg block to be same size and species as chord.Refer to drawing CNNAILSP1014 for more information.

(**) 2 plate(s) require special positioning. Refer to scaled plate plotdetails for special positioning requirements. 115 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg,

Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.Wind loads and reactions based on MWFRS.






J 16407 / - / 231 / - / - / 4.0F 12975 / - / 172 / - / - / 4.0Wind reactions based on MWFRSJ Min Brg Width Req = -F Min Brg Width Req = -Bearings J & F Fcperp = 625psi.


A - B 0 - 5659B - C 0 - 4365

Chords Tens. Comp.

C - D 0 - 4365D - E 0 - 5659


J - I 203 0I - H 4755 0

Chords Tens. Comp.

H - G 4755 0G - F 203 0


A - J 0 - 3862A - I 4739 0I - B 1324 - 46B - H 0 - 1275C - H 4179 0

Webs Tens. Comp.

H - D 0 - 1275D - G 1324 - 46G - E 4739 0E - F 0 - 3862



TC LL 47.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 64.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 91960DATE - 07/08/17


WEIGHT =320.7

SEQ - 110351

TYPE COMN

BL1 BL2

A

B

C

D

E

FGHIJ

712

6X12

5X5

7X8

3X6(**)

5X7(R)

7X8(R)

3X6(**)

7X8

6X12

5X5

3'11"43'11"4

8'4'0"12

12'0"124'0"12

16'3'11"4

3'11"43'11"4

8'4'0"12

12'0"124'0"12

16'3'11"4

1'2"

5'10

"

Job:(91960) / -RYCENGA BLDG CTR /MOTT RES / DX 16' Common Girder This dwg. prepared by the ITW job designer program from truss mfr's layout.In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 120 0.00 16.00Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.





TC LL 47.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 64.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 91960DATE - 07/08/17


WEIGHT =320.7

SEQ - 110351

TYPE COMN

Job:(91960) / -RYCENGA BLDG CTR /MOTT RES / D 16' Common This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud







PLT TYP. WAVEDESC = D 16' Common



J 1422 / - / 375 / - / 95 / 4.0H 1422 / - / 375 / - / - / 4.0Wind reactions based on MWFRSJ Min Brg Width Req = 2.2H Min Brg Width Req = 2.2Bearings J & H Fcperp = 565psi.


A - B 116 0B - C 127 - 164C - D 89 - 1059

Chords Tens. Comp.

D - E 89 - 1059E - F 127 - 164F - G 116 0


J - I 1090 - 7

Chords Tens. Comp.

I - H 1090 - 14


B - J 155 - 505J - C 37 - 1363C - I 98 - 423D - I 431 0

Webs Tens. Comp.

I - E 98 - 423E - H 37 - 1363F - H 154 - 505



TC LL 47.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 64.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 91960DATE - 07/08/17

D 16' Common

WEIGHT =93.8

SEQ - 196796

TYPE COMN

A

B

C

D

E

F

G

HIJ

712

1.5X3

3X5(R)

3X4

5X5

3X8

3X4

1.5X3

3X5(R)

3'11"123'11"12

8'4'0"4

12'0"44'0"4

16'3'11"12

8'8'

16'8'

2' 2'

1'2"

5'10

"

6'2"

1

Job:(91960) / -RYCENGA BLDG CTR /MOTT RES / D 16' Common This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud







PLT TYP. WAVEDESC = D 16' Common





A - B 116 0B - C 127 - 164C - D 89 - 1059

Chords Tens. Comp.

D - E 89 - 1059E - F 127 - 164F - G 116 0


J - I 1090 - 7

Chords Tens. Comp.

I - H 1090 - 14


B - J 155 - 505J - C 37 - 1363C - I 98 - 423D - I 431 0

Webs Tens. Comp.

I - E 98 - 423E - H 37 - 1363F - H 154 - 505



TC LL 47.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 64.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 91960DATE - 07/08/17

D 16' Common

WEIGHT =93.8

SEQ - 196796

TYPE COMN

A

B

C

D

E

F

G

HIJ

712

1.5X3

3X5(R)

3X4

5X5

3X8

3X4

1.5X3

3X5(R)

3'11"123'11"12

8'4'0"4

12'0"44'0"4

16'3'11"12

8'8'

16'8'

2' 2'

1'2"

5'10

"

6'2"

1

Job:(91960) / -RYCENGA BLDG CTR /MOTT RES / DG 16' Gable This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud



See DWGS A11515ENC101014, GBLLETIN1014, & GABRST101014for gable wind bracing requirements.In lieu of structural panels or rigid ceiling use purlins




PLT TYP. WAVEDESC = DG 16' Gable



T* 179 / - / 44 / - / 8 / 188L 646 / 101 / 140 / - / - / 4.0Wind reactions based on MWFRST Min Brg Width Req = -L Min Brg Width Req = 1.5Bearings T & L Fcperp = 565psi.


A - B 163 0B - C 116 - 153C - D 145 - 82D - E 191 - 86E - F 246 - 105

Chords Tens. Comp.

F - G 247 - 105G - H 191 - 86H - I 145 - 82I - J 115 - 153J - K 163 0


T - S 65 - 70S - R 65 - 70R - Q 64 - 70Q - P 64 - 71

Chords Tens. Comp.

P - O 64 - 71O - N 63 - 69N - M 63 - 68M - L 61 - 67


B - T 219 - 633

Webs Tens. Comp.

J - L 216 - 633


C - S 43 - 214D - R 92 - 477E - Q 86 - 509F - P 0 - 329

Gables Tens. Comp.

O - G 86 - 509N - H 91 - 477M - I 43 - 214



TC LL 47.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 64.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 91960DATE - 07/08/17

DG 16' Gable

WEIGHT =93.1

SEQ - 196798

TYPE GABL

A

B

C

D

E

F

G

H

I

J

K

LMNOPQRS

T

712

2X6

5X5

2X6

16'

2'(TYP)

8'8'

16'8'

16'16'

2' 2'

1'2"

5'10

"

6'2"

1

Job:(91960) / -RYCENGA BLDG CTR /MOTT RES / DG 16' Gable This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud







PLT TYP. WAVEDESC = DG 16' Gable



T* 179 / - / 44 / - / 8 / 188L 646 / 101 / 140 / - / - / 4.0Wind reactions based on MWFRST Min Brg Width Req = -L Min Brg Width Req = 1.5Bearings T & L Fcperp = 565psi.


A - B 163 0B - C 116 - 153C - D 145 - 82D - E 191 - 86E - F 246 - 105

Chords Tens. Comp.

F - G 247 - 105G - H 191 - 86H - I 145 - 82I - J 115 - 153J - K 163 0


T - S 65 - 70S - R 65 - 70R - Q 64 - 70Q - P 64 - 71

Chords Tens. Comp.

P - O 64 - 71O - N 63 - 69N - M 63 - 68M - L 61 - 67


B - T 219 - 633

Webs Tens. Comp.

J - L 216 - 633


C - S 43 - 214D - R 92 - 477E - Q 86 - 509F - P 0 - 329

Gables Tens. Comp.

O - G 86 - 509N - H 91 - 477M - I 43 - 214



TC LL 47.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 64.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 91960DATE - 07/08/17

DG 16' Gable

WEIGHT =93.1

SEQ - 196798

TYPE GABL

A

B

C

D

E

F

G

H

I

J

K

LMNOPQRS

T

712

2X6

5X5

2X6

16'

2'(TYP)

8'8'

16'8'

16'16'

2' 2'

1'2"

5'10

"

6'2"

1

Job:(91960) / -RYCENGA BLDG CTR /MOTT RES / C 11'10"9 Common This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF 1650f-1.5EBot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud







PLT TYP. WAVEDESC = C 11'10"9 Common





A - B 187 0B - C 129 - 156C - D 56 - 577

Chords Tens. Comp.

D - E 56 - 578E - F 127 - 156F - G 187 0


J - I 419 - 29

Chords Tens. Comp.

I - H 421 - 8


B - J 231 - 709J - C 7 - 658C - I 139 - 41D - I 173 0

Webs Tens. Comp.

I - E 138 - 43E - H 7 - 660F - H 227 - 707



TC LL 47.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 64.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 91960DATE - 07/08/17

C 11'10"9 Common

WEIGHT =75.2

SEQ - 106896

TYPE COMN

A

B

C

D

E

F

G

HIJ

712

1.5X3

3X5(R)

3X4

4X4

3X8

3X4

1.5X3

3X5(R)

2'3"22'3"2

5'4"3'0"14

8'4"133'0"14

10'8"2'3"3

5'3"155'3"15

10'8"5'4"

2'7"5 2'7"4

1'6"

4

4'7"

9

4'11

"10

Job:(91960) / -RYCENGA BLDG CTR /MOTT RES / C 11'10"9 Common This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF 1650f-1.5EBot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud







PLT TYP. WAVEDESC = C 11'10"9 Common





A - B 187 0B - C 129 - 156C - D 56 - 577

Chords Tens. Comp.

D - E 56 - 578E - F 127 - 156F - G 187 0


J - I 419 - 29

Chords Tens. Comp.

I - H 421 - 8


B - J 231 - 709J - C 7 - 658C - I 139 - 41D - I 173 0

Webs Tens. Comp.

I - E 138 - 43E - H 7 - 660F - H 227 - 707



TC LL 47.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 64.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 91960DATE - 07/08/17

C 11'10"9 Common

WEIGHT =75.2

SEQ - 106896

TYPE COMN

A

B

C

D

E

F

G

HIJ

712

1.5X3

3X5(R)

3X4

4X4

3X8

3X4

1.5X3

3X5(R)

2'3"22'3"2

5'4"3'0"14

8'4"133'0"14

10'8"2'3"3

5'3"155'3"15

10'8"5'4"

2'7"5 2'7"4

1'6"

4

4'7"

9

4'11

"10

Job:(91960) / -RYCENGA BLDG CTR /MOTT RES / CG 11'10"9 Gable This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SP 2850f-2.3EBot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud







PLT TYP. WAVEDESC = CG 11'10"9 Gable



P 1583 / - / 294 / - / 84 / 4.0J 1581 / - / 294 / - / - / 4.0Wind reactions based on MWFRSP Min Brg Width Req = 2.5J Min Brg Width Req = 2.5Bearings P & J Fcperp = 565psi.


A - B 251 0B - C 139 - 234C - D 41 - 656D - E 72 - 611

Chords Tens. Comp.

E - F 72 - 609F - G 40 - 665G - H 137 - 234H - I 250 0


P - O 476 - 21O - N 487 - 19N - M 487 - 19

Chords Tens. Comp.

M - L 487 - 2L - K 487 - 2K - J 487 - 2


B - P 242 - 988P - Q 0 - 769Q - C 6 - 736C - R 160 - 18S - M 145 - 55

Webs Tens. Comp.

E - M 102 - 11M - T 144 - 55U - G 160 - 17G - J 0 - 755H - J 238 - 984


Q - O 54 0R - D 54 - 166

Gables Tens. Comp.

T - L 105 - 36F - U 75 - 142



TC LL 47.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 64.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 91960DATE - 07/08/17

CG 11'10"9 Gable

WEIGHT =89.2

SEQ - 106872

TYPE GABL

A

B

C

D

E

F

G

H

I

JKLMNOP

Q

RS

TU

V

712

3X5(R)

3X4

4X4

3X8

3X4

3X5(R)

1'4" 2'(TYP)

4'

2'3"22'3"2

5'4"3'0"14

8'4"133'0"14

10'8"2'3"3

5'3"155'3"15

10'8"5'4"

2'7"5 2'7"4

1'6"

4

4'7"

9

4'11

"10

Job:(91960) / -RYCENGA BLDG CTR /MOTT RES / CG 11'10"9 Gable This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SP 2850f-2.3EBot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud










P 1583 / - / 294 / - / 84 / 4.0J 1581 / - / 294 / - / - / 4.0Wind reactions based on MWFRSP Min Brg Width Req = 2.5J Min Brg Width Req = 2.5Bearings P & J Fcperp = 565psi.


A - B 251 0B - C 139 - 234C - D 41 - 656D - E 72 - 611

Chords Tens. Comp.

E - F 72 - 609F - G 40 - 665G - H 137 - 234H - I 250 0


P - O 476 - 21O - N 487 - 19N - M 487 - 19

Chords Tens. Comp.

M - L 487 - 2L - K 487 - 2K - J 487 - 2


B - P 242 - 988P - Q 0 - 769Q - C 6 - 736C - R 160 - 18S - M 145 - 55

Webs Tens. Comp.

E - M 102 - 11M - T 144 - 55U - G 160 - 17G - J 0 - 755H - J 238 - 984


Q - O 54 0R - D 54 - 166

Gables Tens. Comp.

T - L 105 - 36F - U 75 - 142



TC LL 47.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 64.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 91960DATE - 07/08/17

CG 11'10"9 Gable

WEIGHT =89.2

SEQ - 106872

TYPE GABL

A

B

C

D

E

F

G

H

I

JKLMNOP

Q

RS

TU

V

712

3X5(R)

3X4

4X4

3X8

3X4

3X5(R)

1'4" 2'(TYP)

4'

2'3"22'3"2

5'4"3'0"14

8'4"133'0"14

10'8"2'3"3

5'3"155'3"15

10'8"5'4"

2'7"5 2'7"4

1'6"

4

4'7"

9

4'11

"10

Job:(91960) / -RYCENGA BLDG CTR /MOTT RES / CG 11'10"9 Gable This dwg. prepared by the ITW job designer program from truss mfr's layout.



N - S 77 - 67 V - K 0 0



TC LL 47.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 64.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 91960DATE - 07/08/17

CG 11'10"9 Gable

WEIGHT =89.2

SEQ - 106872

TYPE GABL

Job:(91960) / -RYCENGA BLDG CTR /MOTT RES / F 9'4" Common This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud



In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 75 -0.61 8.72Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.




PLT TYP. WAVEDESC = F 9'4" Common



H 1113 / - / 248 / - / 69 / 4.0F 1113 / - / 248 / - / - / 4.0Wind reactions based on MWFRSH Min Brg Width Req = 1.7F Min Brg Width Req = 1.7Bearings H & F Fcperp = 565psi.


A - B 173 0B - C 52 - 665

Chords Tens. Comp.

C - D 52 - 665D - E 173 0


H - G 70 - 67

Chords Tens. Comp.

G - F 17 - 3


B - H 140 - 1075B - G 389 0C - G 159 - 29

Webs Tens. Comp.

G - D 389 0D - F 139 - 1075



TC LL 47.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 64.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 91960DATE - 07/08/17

F 9'4" Common

WEIGHT =56.4

SEQ - 196808

TYPE COMN

A

B

C

D

E

FGH

712

3X4(R)

2X6

4X4

3X8

3X4(R)

2X6

4'8"4'8"

9'4"4'8"

4'8"4'8"

9'4"4'8"

2' 2'

1'2"

3'10

"11

4'2"

11

Job:(91960) / -RYCENGA BLDG CTR /MOTT RES / F 9'4" Common This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud







PLT TYP. WAVEDESC = F 9'4" Common



H 1113 / - / 248 / - / 69 / 4.0F 1113 / - / 248 / - / - / 4.0Wind reactions based on MWFRSH Min Brg Width Req = 1.7F Min Brg Width Req = 1.7Bearings H & F Fcperp = 565psi.


A - B 173 0B - C 52 - 665

Chords Tens. Comp.

C - D 52 - 665D - E 173 0


H - G 70 - 67

Chords Tens. Comp.

G - F 17 - 3


B - H 140 - 1075B - G 389 0C - G 159 - 29

Webs Tens. Comp.

G - D 389 0D - F 139 - 1075



TC LL 47.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 64.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 91960DATE - 07/08/17

F 9'4" Common

WEIGHT =56.4

SEQ - 196808

TYPE COMN

A

B

C

D

E

FGH

712

3X4(R)

2X6

4X4

3X8

3X4(R)

2X6

4'8"4'8"

9'4"4'8"

4'8"4'8"

9'4"4'8"

2' 2'

1'2"

3'10

"11

4'2"

11

Job:(91960) / -RYCENGA BLDG CTR /MOTT RES / FG 9'4" Gable This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud







PLT TYP. WAVEDESC = FG 9'4" Gable



P 1056 / 273 / 148 / - / 95 / 4.0J* 193 / 11 / 46 / - / - / 108O / 240K / 240Wind reactions based on MWFRSP Min Brg Width Req = 1.7P Min Brg Width Req = -Bearings P & P Fcperp = 565psi.


A - B 222 0B - C 151 - 295C - D 124 - 116D - E 180 - 123

Chords Tens. Comp.

E - F 180 - 123F - G 123 - 116G - H 149 - 296H - I 222 0


P - O 47 - 51O - N 49 - 48N - M 48 - 49

Chords Tens. Comp.

M - L 48 - 49L - K 48 - 47K - J 44 - 48


B - P 301 - 1052

Webs Tens. Comp.

H - J 297 - 1052


C - O 252 - 105D - N 102 - 489E - M 0 - 297

Gables Tens. Comp.

L - F 102 - 489K - G 252 - 102



TC LL 47.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 64.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 91960DATE - 07/08/17

FG 9'4" Gable

WEIGHT =57.5

SEQ - 196810

TYPE GABL

A

BC

D

E

F

GH

I

JKLMNO

P

712

1.5X4

2X6 1.5X4

4X4

1.5X4

1.5X4

2X6

9'4"

8"2'

(TYP)

4'8"4'8"

9'4"4'8"

9'4"9'4"

2' 2'

1'2"

3'10

"11

4'2"

11

Job:(91960) / -RYCENGA BLDG CTR /MOTT RES / FG 9'4" Gable This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud







PLT TYP. WAVEDESC = FG 9'4" Gable



P 1056 / 273 / 148 / - / 95 / 4.0J* 193 / 11 / 46 / - / - / 108O / 240K / 240Wind reactions based on MWFRSP Min Brg Width Req = 1.7P Min Brg Width Req = -Bearings P & P Fcperp = 565psi.


A - B 222 0B - C 151 - 295C - D 124 - 116D - E 180 - 123

Chords Tens. Comp.

E - F 180 - 123F - G 123 - 116G - H 149 - 296H - I 222 0


P - O 47 - 51O - N 49 - 48N - M 48 - 49

Chords Tens. Comp.

M - L 48 - 49L - K 48 - 47K - J 44 - 48


B - P 301 - 1052

Webs Tens. Comp.

H - J 297 - 1052


C - O 252 - 105D - N 102 - 489E - M 0 - 297

Gables Tens. Comp.

L - F 102 - 489K - G 252 - 102



TC LL 47.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 64.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 91960DATE - 07/08/17

FG 9'4" Gable

WEIGHT =57.5

SEQ - 196810

TYPE GABL

A

BC

D

E

F

GH

I

JKLMNO

P

712

1.5X4

2X6 1.5X4

4X4

1.5X4

1.5X4

2X6

9'4"

8"2'

(TYP)

4'8"4'8"

9'4"4'8"

9'4"9'4"

2' 2'

1'2"

3'10

"11

4'2"

11

Job:(91960) / -RYCENGA BLDG CTR /MOTT RES / PB1 13'11" Common This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud


member design.In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 120 1.13 12.79Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.



PLT TYP. WAVEDESC = PB1 13'11" Common



A 90 / 25 / 34 / - / 60 / 6.9B* 134 / 4 / 39 / - / - / 143G 90 / 9 / 12 / - / - / 6.9Wind reactions based on MWFRSA Min Brg Width Req = 1.5B Min Brg Width Req = -G Min Brg Width Req = 1.5Bearings A, B, & G are a rigid surface.


A - B 68 - 69B - C 72 - 70C - D 111 - 240

Chords Tens. Comp.

D - E 111 - 240E - F 72 - 70F - G 17 - 46


B - J 70 - 17J - I 38 - 16

Chords Tens. Comp.

I - H 38 - 16H - F 70 - 12


C - J 121 - 692D - I 11 - 334

Webs Tens. Comp.

H - E 121 - 692



TC LL 47.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 64.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 91960DATE - 07/08/17

PB1 13'11" Common

WEIGHT =55.2

SEQ - 196873

TYPE COMN

AB

C

D

E

FG

HIJ

712

3X4(B1)

4X4

3X4(B1)

11"1211'11"8

11"12

11"1211"12

2'11"81'11"12 6'11"8

4'10'11"8

4'12'11"41'11"12

13'11"11"12

11"1211"12

2'11"81'11"12 6'11"8

4'10'11"8

4'12'11"41'11"12

13'11"11"12

11"12

3'11

"1

1"10

4'0"

11

Job:(91960) / -RYCENGA BLDG CTR /MOTT RES / PB1 13'11" Common This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud


member design.In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 120 1.13 12.79Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.






A 90 / 25 / 34 / - / 60 / 6.9B* 134 / 4 / 39 / - / - / 143G 90 / 9 / 12 / - / - / 6.9Wind reactions based on MWFRSA Min Brg Width Req = 1.5B Min Brg Width Req = -G Min Brg Width Req = 1.5Bearings A, B, & G are a rigid surface.


A - B 68 - 69B - C 72 - 70C - D 111 - 240

Chords Tens. Comp.

D - E 111 - 240E - F 72 - 70F - G 17 - 46


B - J 70 - 17J - I 38 - 16

Chords Tens. Comp.

I - H 38 - 16H - F 70 - 12


C - J 121 - 692D - I 11 - 334

Webs Tens. Comp.

H - E 121 - 692



TC LL 47.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 64.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 91960DATE - 07/08/17

PB1 13'11" Common

WEIGHT =55.2

SEQ - 196873

TYPE COMN

AB

C

D

E

FG

HIJ

712

3X4(B1)

4X4

3X4(B1)

11"1211'11"8

11"12

11"1211"12

2'11"81'11"12 6'11"8

4'10'11"8

4'12'11"41'11"12

13'11"11"12

11"1211"12

2'11"81'11"12 6'11"8

4'10'11"8

4'12'11"41'11"12

13'11"11"12

11"12

3'11

"1

1"10

4'0"

11

Job:(91960) / -RYCENGA BLDG CTR /MOTT RES / PB1G 13'11" Gable This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud







Ct=1.10, Ce=1.00, CAT II & Pf=46.20 psf.

PLT TYP. WAVEDESC = PB1G 13'11" Gable



A 52 / 38 / 44 / - / 84 / 6.9B* 193 / 11 / 48 / - / - / 143I 52 / 5 / 7 / - / - / 6.9Wind reactions based on MWFRSA Min Brg Width Req = 1.5B Min Brg Width Req = -I Min Brg Width Req = 1.5Bearings A, B, & I are a rigid surface.


A - B 96 - 94B - C 49 - 162C - D 66 - 159D - E 100 - 177

Chords Tens. Comp.

E - F 100 - 177F - G 66 - 159G - H 22 - 162H - I 46 - 26


B - N 71 - 23N - M 55 - 23M - L 57 - 23

Chords Tens. Comp.

L - K 57 - 23K - J 55 - 21J - H 71 - 18


C - N 77 - 402E - L 0 - 235

Webs Tens. Comp.

J - G 77 - 402


D - M 92 - 509

Gables Tens. Comp.

K - F 92 - 509



TC LL 47.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 64.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 91960DATE - 07/08/17

PB1G 13'11" Gable

WEIGHT =63.1

SEQ - 196875

TYPE GABL

AB

C

D

E

F

G

HI

JKLMN

712

3X4(B1)

4X4

3X4(B1)

11"1211'11"8

11"12

11"1211"12

2'11"81'11"12 4'11"8

2'6'11"8

2'8'11"8

2'10'11"8

2'12'11"41'11"12

13'11"11"12

11"1211"12

2'11"81'11"12 4'11"8

2'6'11"8

2'8'11"8

2'10'11"8

2'12'11"41'11"12

13'11"11"12

11"12

3'11

"1

1"10

4'0"

11

Job:(91960) / -RYCENGA BLDG CTR /MOTT RES / PB1G 13'11" Gable This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud







Ct=1.10, Ce=1.00, CAT II & Pf=46.20 psf.

PLT TYP. WAVEDESC = PB1G 13'11" Gable



A 52 / 38 / 44 / - / 84 / 6.9B* 193 / 11 / 48 / - / - / 143I 52 / 5 / 7 / - / - / 6.9Wind reactions based on MWFRSA Min Brg Width Req = 1.5B Min Brg Width Req = -I Min Brg Width Req = 1.5Bearings A, B, & I are a rigid surface.


A - B 96 - 94B - C 49 - 162C - D 66 - 159D - E 100 - 177

Chords Tens. Comp.

E - F 100 - 177F - G 66 - 159G - H 22 - 162H - I 46 - 26


B - N 71 - 23N - M 55 - 23M - L 57 - 23

Chords Tens. Comp.

L - K 57 - 23K - J 55 - 21J - H 71 - 18


C - N 77 - 402E - L 0 - 235

Webs Tens. Comp.

J - G 77 - 402


D - M 92 - 509

Gables Tens. Comp.

K - F 92 - 509



TC LL 47.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 64.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 91960DATE - 07/08/17

PB1G 13'11" Gable

WEIGHT =63.1

SEQ - 196875

TYPE GABL

AB

C

D

E

F

G

HI

JKLMN

712

3X4(B1)

4X4

3X4(B1)

11"1211'11"8

11"12

11"1211"12

2'11"81'11"12 4'11"8

2'6'11"8

2'8'11"8

2'10'11"8

2'12'11"41'11"12

13'11"11"12

11"1211"12

2'11"81'11"12 4'11"8

2'6'11"8

2'8'11"8

2'10'11"8

2'12'11"41'11"12

13'11"11"12

11"12

3'11

"1

1"10

4'0"

11

Job:(91960) / -RYCENGA BLDG CTR /MOTT RES / PB2 5'11" Common This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord

The maximum horizontal reaction is 296# WARNING: WIND DL GREATER THAN NON-WIND DESIGN DL.



In lieu of rigid ceiling use purlins to brace BC @ 1199998" OC.Deflection meets L/180 live and L/120 total load. Creep increasefactor for dead load is 2.00. Truss designed for balanced snow load based on Pg=60.00 psf,

Ct=1.10, Ce=1.00, CAT II & Pf=46.20 psf.Shim all supports to solid bearing.

***** BEARING ANALOG MODIFIED! *****




A 294 / 36 / 50 / 296 / 56 / 6.9C 294 / 36 / 50 / 296 / 56 / 6.9Wind reactions based on MWFRSA Min Brg Width Req = 1.5C Min Brg Width Req = 1.5Bearings A & C are a rigid surface.


A - B 80 - 404

Chords Tens. Comp.

B - C 80 - 404



TC LL 47.00 PSF

TC DL 7.00 PSF

BC DL 0.00 PSF

BC LL 0.00 PSF

TOT. LD 54.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 91960DATE - 07/08/17

PB2 5'11" Common

WEIGHT =11.2

SEQ - 196878

TYPE COMN

A

B

C

712 3X4

6"156"15

2'11"82'4"9

5'4"12'4"9

5'11"6"15

6"156"15 5'4"1

4'9"2

5'11"6"15

1'8"

11

Job:(91960) / -RYCENGA BLDG CTR /MOTT RES / PB2 5'11" Common This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord

The maximum horizontal reaction is 296# WARNING: WIND DL GREATER THAN NON-WIND DESIGN DL.



In lieu of rigid ceiling use purlins to brace BC @ 1199998" OC.Deflection meets L/180 live and L/120 total load. Creep increasefactor for dead load is 2.00. Truss designed for balanced snow load based on Pg=60.00 psf,

Ct=1.10, Ce=1.00, CAT II & Pf=46.20 psf.Shim all supports to solid bearing.

***** BEARING ANALOG MODIFIED! *****




A 294 / 36 / 50 / 296 / 56 / 6.9C 294 / 36 / 50 / 296 / 56 / 6.9Wind reactions based on MWFRSA Min Brg Width Req = 1.5C Min Brg Width Req = 1.5Bearings A & C are a rigid surface.


A - B 80 - 404

Chords Tens. Comp.

B - C 80 - 404



TC LL 47.00 PSF

TC DL 7.00 PSF

BC DL 0.00 PSF

BC LL 0.00 PSF

TOT. LD 54.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 91960DATE - 07/08/17

PB2 5'11" Common

WEIGHT =11.2

SEQ - 196878

TYPE COMN

A

B

C

712 3X4

6"156"15

2'11"82'4"9

5'4"12'4"9

5'11"6"15

6"156"15 5'4"1

4'9"2

5'11"6"15

1'8"

11

Job:(91960) / -RYCENGA BLDG CTR /MOTT RES / V 22'5"14 Valley This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud


member design.See DWGS A11515ENC101014, GBLLETIN1014, & GABRST101014for gable wind bracing requirements.




Ct=1.10, Ce=1.00, CAT II & Pf=46.20 psf.

PLT TYP. WAVEDESC = V 22'5"14 Valley



K* 130 / - / 36 / - / 4 / 269Wind reactions based on MWFRSA Min Brg Width Req = -Bearing A Fcperp = 565psi.


A - B 92 - 51B - C 71 - 60C - D 101 - 72D - E 107 - 65E - F 113 - 81

Chords Tens. Comp.

F - G 113 - 81G - H 107 - 65H - I 101 - 72I - J 71 - 60J - K 92 - 56


A - U 62 - 43U - T 65 - 46T - S 67 - 47S - R 68 - 48R - Q 69 - 49Q - P 69 - 49

Chords Tens. Comp.

P - O 68 - 49O - N 68 - 57N - M 67 - 56M - L 65 - 55L - K 62 - 52


B - U 63 - 286C - T 54 - 283D - S 57 - 340E - R 62 - 384F - Q 0 - 224

Gables Tens. Comp.

P - G 62 - 384N - H 57 - 340M - I 54 - 283L - J 63 - 286



TC LL 47.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 64.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 91960DATE - 07/08/17

V 22'5"14 Valley

WEIGHT =117.9

SEQ - 196888

TYPE VAL

A

B

C

D

E

F

G

H

I

J

K

LMNOPQRSTU

712

2X4(D8R)

5X5

3X5

2X4(D8R)

22'5"14

3'2"153'2"15

5'2"152'

7'2"152'

9'2"152'

11'2"152'

13'2"152'

15'2"152'

17'2"152'

19'2"152'

22'5"143'2"15

3'2"153'2"15

5'2"152'

7'2"152'

9'2"152'

11'2"152'

13'2"152'

15'2"152'

17'2"152'

19'2"152'

22'5"143'2"15

0"4

6'7"

Job:(91960) / -RYCENGA BLDG CTR /MOTT RES / V 22'5"14 Valley This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud


member design.See DWGS A11515ENC101014, GBLLETIN1014, & GABRST101014for gable wind bracing requirements.




Ct=1.10, Ce=1.00, CAT II & Pf=46.20 psf.

PLT TYP. WAVEDESC = V 22'5"14 Valley



K* 130 / - / 36 / - / 4 / 269Wind reactions based on MWFRSA Min Brg Width Req = -Bearing A Fcperp = 565psi.


A - B 92 - 51B - C 71 - 60C - D 101 - 72D - E 107 - 65E - F 113 - 81

Chords Tens. Comp.

F - G 113 - 81G - H 107 - 65H - I 101 - 72I - J 71 - 60J - K 92 - 56


A - U 62 - 43U - T 65 - 46T - S 67 - 47S - R 68 - 48R - Q 69 - 49Q - P 69 - 49

Chords Tens. Comp.

P - O 68 - 49O - N 68 - 57N - M 67 - 56M - L 65 - 55L - K 62 - 52


B - U 63 - 286C - T 54 - 283D - S 57 - 340E - R 62 - 384F - Q 0 - 224

Gables Tens. Comp.

P - G 62 - 384N - H 57 - 340M - I 54 - 283L - J 63 - 286



TC LL 47.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 64.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 91960DATE - 07/08/17

V 22'5"14 Valley

WEIGHT =117.9

SEQ - 196888

TYPE VAL

A

B

C

D

E

F

G

H

I

J

K

LMNOPQRSTU

712

2X4(D8R)

5X5

3X5

2X4(D8R)

22'5"14

3'2"153'2"15

5'2"152'

7'2"152'

9'2"152'

11'2"152'

13'2"152'

15'2"152'

17'2"152'

19'2"152'

22'5"143'2"15

3'2"153'2"15

5'2"152'

7'2"152'

9'2"152'

11'2"152'

13'2"152'

15'2"152'

17'2"152'

19'2"152'

22'5"143'2"15

0"4

6'7"

Job:(91960) / -RYCENGA BLDG CTR /MOTT RES / G3A 50'8" Common ALT DRAW This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x6 SPF 1650f-1.5EBot chord 2x6 SP 2700f-2.0E :B2, B3 2x6 SPF 1650f-1.5E: Webs 2x4 SPF #3 :W1, W4, W12, W15 2x4 SPF Stud::W2, W3, W13, W14 2x4 SPF #1/#2::Lt Slider 2x8 SPF #1/#2: BLOCK LENGTH = 2.500':Rt Slider 2x8 SPF #1/#2: BLOCK LENGTH = 2.500'





(a) scab reinforcement. 80% length of web member. Same size,species & grade or better. Attach with 10d Box or Gun(0.128"x3",min.)nails @ 6" OC.


Truss passed check for 20 psf additional bottom chord live load inareas with 42"-high x 24"-wide clearance. Bottom chord checked for 10.00 psf non-concurrent bottom chord

live load applied per IBC-15 section 1607.Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00. WARNING: Furnish a copy of this DWG to the installation contractor.

Special care must be taken during handling, shipping and installationof trusses. See "WARNING" note below.

PLT TYP. WAVEDESC = G3A 50'8" Common ALT DRAW



AB 1177 / - / 294 / - / 193 / 4.0Z 3357 / - / 841 / - / - / 4.0R 4341 / - / 1174 / 0 / 0 / 4.0Wind reactions based on MWFRSAB Min Brg Width Req = 1.5Z Min Brg Width Req = 3.2R Min Brg Width Req = -Bearings AB, Z, & R Fcperp = 565psi.



Chords Tens. Comp.



B -AA 832 - 121AA- Z 550 - 93Z - Y 273 - 119Y - X 273 - 119X - W 1262 - 18W - V 1423 - 2

Chords Tens. Comp.

V - U 1423 - 2U - T 682 - 119T - S 682 - 119S - R 711 - 2347R - P 275 - 797


D -AA 105 - 490AA- E 411 0

Webs Tens. Comp.

W - J 791 - 67J - U 136 - 608



TC LL 47.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 64.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 91960DATE - 07/08/17

G3A 50'8" Common ALT DRAW

WEIGHT =439.4

SEQ - 106890

TYPE COMN

BL1

(a)

(a) (a) (a) (a) (a)

(a)(a)

9'1"2

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

AB

C

D

EF

G

H I J

K

LM

N

OP

Q

RSTUVWXYZAAAB

712

5X6(E3)3X10(E3) 3X8

1.5X4

3X4

3X45X6

6X8(R)

5X7

5X6 5X5

7X8(R) 2X4

6X8 5X6

7X8(R)

5X5 5X6

5X7

6X8(R)

5X67X8

5X5(R)

1.5X4

3X8

5X6(E3)

3X10(E3)

12'2" 30'6" 8'

23'7"1

13'11"

23'7"1

18'4"8 13'11" 18'4"8

50'8"2' 2'

1'2"

11'1

0"10

12'3

"10

Job:(91960) / -RYCENGA BLDG CTR /MOTT RES / G3A 50'8" Common ALT DRAW This dwg. prepared by the ITW job designer program from truss mfr's layout.Truss designed for unbalanced snow load based on Pg=60.00 psf,Ct=1.10, Ce=1.00, CAT II & Pf=46.20 psf.

PLT TYP. WAVEDESC = G3A 50'8" Common ALT DRAW


E - Z 71 - 890Z - G 152 - 2399G - X 1583 0X - H 78 - 963H - W 1103 - 44I - W 155 - 1376

U - K 1188 - 78K - S 249 - 2076S - M 2422 - 172M - R 291 - 3448R - N 130 - 704



TC LL 47.00 PSF

TC DL 7.00 PSF

BC DL 10.00 PSF

BC LL 0.00 PSF

TOT. LD 64.00 PSF

DUR. FAC 1.15

SPACING 24.0 "

JOB #: 91960DATE - 07/08/17

G3A 50'8" Common ALT DRAW

WEIGHT =439.4

SEQ - 106890

TYPE COMN

Documents

intelliVIEW - Letherer Truss & Wall Systems, Inc.(91960) / -RYCENGA BLDG CTR /MOTT RES / G4G 50'8" Gable This dwg. prepared by the ITW job designer program from truss mfr's layout