38B-120 (3) WRIGHT BUILDERS, INC. HHU En W
48 Bates Street
NORTHAMPTON, MA 01060 r/�Q
DATE �] O JOB NO.
(413) 586-8287 1% UI "/�/!`✓
FAX ((4�13) 587-9276 ATTEN
A, TION
TO It,
b ,ten P7'vniAA 0�-N r NG41 t>V
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WE ARE SENDING YOU Attached ❑ Under separate cover via the following items:
❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications
❑ Copy of letter ❑ Change order ❑
COPIES DATE NO. DESCRIPTION
8
3/6K -�tPrAle"O B CA-L,G
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THESE ARE TRANSMITTED as checked below:
❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval
For your use ❑ Approved as noted ❑ Submit copies for distribution
As requested ❑ Returned for corrections ❑ Return corrected prints
❑ For review and comment ❑
❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS
COPY TO
SIGNED:
If enclosures are not as noted;kindly notify us at once.
Village.Hill r� 8-1-08
C�,,,��,�;') Craftsman Unit F 10:43am
Village Hill Northampton Map A 1 of 1
KeyBeamg)4.503j 9_e1Aq/�"
kmBeamEngine 4.503z2
Materials Database 853
Member Data
Description: Member Type: Beam Application: Floor
Lateral Bracing:Continuous Top
Standard Load: Moisture Condition: Dry Building Code: IBC/IRC
Dead Load: 10 PLF Deflection Criteria: L/360 live, L/240 total
Live Load: 40 PLF Deck Connection: Nailed Member Weight: 26.6 PLF
Filename: KYB1
Other Loads
Type Trib. Dead Other
(Description) Begin End Width Start End Start End Category
Replacement Uniform (PSF) 0' 0.00" 24' 5.00" 8' 0.00" 10 40 Snow
Additional Uniform(PSF) 0' 0.00" 24' 5.00" 9' 0.00" 10 40 Snow
Additional Uniform(PSF) 0' 0.00" 24' 5.00" 8' 0.00" 10 10 Live
Additional Uniform PSF 0' 0.00" 24' 5.00" 6' 6.00" 10 10 Live
1200 12 50
Q m ®,
,r
2450
Bearings and Reactions
Location Type Input Length Min Required Gravity Reaction Gravity Uplift
1 0' 0.000" Wall 5.500" 1.500" 4933#
2 11' 7.375" Wall 4.000" 3.835" 15102#
3 23' 7.750" Wall 5.500" 1.500" 5129#
Maximum Load Case Reactions
Used for applying point loads(or line loads)to carrying members
Dead Live Snow
1 1469# 739# 3464#
2 5050# 2143# 10052#
3 1558# 761# 3570#
Design spans
11' 7.375" 12' 0.375"
Product:1 3/4x18 Versa-Lam 2.0-SP 3100 3 ply
Component Member Design has Passed Design Checks.-
Design
hecks`*Design assumes continuous lateral bracing along the top chord.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 12851.'# 83733.'# 15% 18.83' Even Spans D+S
Negative Moment 17867.'# 83733.'# 21% 11.61' Total load D+S
Negative Unbrcd 17867.'# 86162.'# 20% 11,61' Total load D+S
Shear 6098.# 20648,# 29% 12.82' Total load D+S
Max.Reaction 151024 15750-# 95% 11.61' Total load D+S
TL Deflection 0.0574" 0,6016" L/999+ 18.23' Even Spans D+S
LL Deflection 0.0437" 0.4010" L/999+ 18.23' Even Spans S
Control: Max,Reaction
DOLS: Live=100% Snow=115% Roof=125% Wind=133% O y�
Design assumes a repetitive member use increase in bending stress: 4% M
Manufacturer's installation guide MUST be consulted for multi-ply connection details and alteratives D.S t3
b
NO.
wt'c,Tv
I
All product names are trademarks of their respective owners
�c »F
Copyright(C)1989-2005 by Keymark Enterprises,LLC.ALL RIGHTS RESERVED.
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" �
"Passing is defined as when the member,floer)oist,beam or girder,shown on this drawing meets applicable design criteria for Loads,Loading Conditions,and Spans listed on this sheet.The design must be reviewed by a qualified designer or design professional
as re uired fora royal.This desi n assumes roduct installation accordin to the manufacturer's s ecifca(ions.
JUL-15-2008 07: 13 PM Zia Design & Engineering 5089461976 P. 2/10
KeyAuild SUUCW'0'2.30r VILLIAGE HPLL2-Level 5 7-14-08
1cmf3eamErgine 4.50z2bi.
Materials Database 844 o, 8:3
(✓ 1 of of 2
Member Data
Description: CalcB4 Member Type:Beam Application: Floor
Comments: Basmt Bm Craftsman Lateral Bracing:Continuous Top
Standard Load: Moisture Condition: Dry Building Code:Other
Dead Load: 0 PLF Deflection Criteria: L/360 live,L/240 total
Live Load: 0 PLF Deck Connection:Nailed Member Weight: 10.7 PLF
Filename: UNKNOWN
Other Loads
Type 'Trib. Dead Other
(Description) Begin End Width Start End Start End Category
Replacement Uniform (PLF) 0' 0.00" 5' 2.00" 0 255 Snow
Replacement Uniform(PLF) 0' 0.00" 5' 2.00" 210 340 Live
Replacement Uniform(PLF) 0' 0.00" 21' 0.00" 0 255 Snow
Replacement Uniform(PLF) 0' 0.00" 21' 0.00" 210 340 Live
Replacement Uniform(PLF) 5' 2.00" 11' 2.00" 0 255 Snow
Replacement Uniform(PLF) 5' 2.00" 11' 2.00" 210 340 Live
Replacement Uniform(PLF) 11' 2.00" 21' 0.00" 0 255 Snow
Replacement Uniform(PLF) 11' 2.00" 21' 0.00" 210 340 Live
Replacement Uniform(PLF) 21' 0.00" 28' 0.00" 0 264 Snow
Replacement Uniform(PLF) 21' 0.00" 28' 0.00" 0 264 Snow
Replacement Uniform(PLF) 21' 0.00" 28' 0.00" 179 200 Live
Replacement Uniform(PLF) 21' 0.00" 28' 0.00" 214 340 Live
Point(LBS) 0' 4.63" 700 1730 Snow
Point(LBS) 21' 0.00" 0 203 Snow
Point LBS 21' 0.00" 378 288 Live
lip
7 0 0 7 0 0 ® 7 0 0 ® 7 0 0
2aoa
Bearings and Reactions
Location Type Input Length Min Required Gravity Reaction Gravity Uplift
1 0' 0.000" Wall N/A 1.799" 7085#
2 6' 7.375" Wall N/A 3.340" 13152#
3 13' 7.375" Wall N/A 3.146" 12388#
4 20' 7.375" Wall N/A 3.404" 13405# -
5 27' 2.750" Wall N/A 1.500" 4221# -
Maximum Load Case Reactions
Used for appying polnf loads(or line loads)to Carrying members � '.� •,�at�(���
Dead Live Snow 1
1 1812# 2025# 3248# O 9 A
2 33229 66051111 4224# STRUCTURAL N
3 2897# 5423# 4068# NO.36951
4 3581# 5321# 4502# BOSTON
5 1028# 1622# 1571# ve
Design spans
6' 7.375" 7' 0.000" 7' 0.000" 6' 7.375" 'Cfs A
Product:1 3/4x71/4 Versa-Lam SP 2.0.3100 3 ply
Component Member Design has Passed Design Checks.- S�
Design assumes continuous lateral bracing along the top chord.
Allowable Stress Design
Actual Allowable 'Capacity Location Loading
Positive Moment 6671.'# 15028.'# 44% 2.98' Odd Spans D+L+S
Negative Moment 8644.'# 15028.'# 57% 6.61' Adjacent 1 D+L+S
Negative Unbrcd 8644.'# 14167.4 61% 6.61' Adjacent 1 D+L+S
Shear 56901 8317.# 68% 6.6' Adjacent 1 D+L+S
TL Deflection 0.1434" 0.3307" U553 2.98' Odd Spans D+L+S+Lr+W
LL Deflection 0.1169" 0.2205" L/678 3.31' Odd Spans L+S+Lr+W
All product names are trademarks of their respective owners
� r
sty 4 of .�
copyright(C)19842005 by Keymark Enterprises,LLC.ALL RIGHTS RESERVED.
"Passing is defined as when the member.li joist,beam or girder,anown on itis dravrirp meets apDlicabk Cosign cntana for Loads.Loading Comitions,and spans listed on this sheat.The design mu34 be reviewed by a gval� rof
sd diniVier a design pessional
es r uirad(orapproval.This d n assumes oducl inslaaalidn accord) to the menutaUurer's s ecifinallans.
Job Truss Truss Type Oty Ply Wright Hill II
07102528 REPt 1701 COMMON ;q 1 I
Job Reference o tions
Universal Forest Products,1e111er10vm,MA.01007 7.050 s May 22 2008 MiTek Industries,Inc. Mon Aug 04 11:07:08 2008 Page 1
-1-4-0I 6.1-12 { 14-0.0 21-10.4 28-0-0 29-4.0
1-4-0 6-1-12 7-10-4 7-10-4 6-1-12 1-4-0
5x10 II Scale=1:54.3
FIVE(5)3/4"DIA.HOLES DRILLED THROUGH
6.00 12 .6 THE BOTTOM CHORD AT MID-DEPTH.
(**TWO(2)"H02"TRUSS CONTAIN SIMILAR
Hb'LE CONDITIONS. SEE NOTE BELOW**)
4x6 i
4x6
2x4\
5 \x4 i
4 W \ II \8\
W / 9
r4x4-44--
8
\ /
1 10 1114
aza 4xa 14 13 12 6x8 II
-3:: 3x4= 3x6= 3x4=
12'-0" '-4
17'-6"
Plate Offsets X 2: 5-14,Ed e, 10:0-5-14,Edge]
LOADING(psf) SPACING 2-0-0 CSI DEFL in
TOLL 38.5 Plates Increase 1.15 TC 0.68 Vert(LL) -0.12 12-14 >999 60 MT20ES 197//144
GRIP
(Ground Snow-55.0) Lumber Increase 1.15 BC 0.86 Vert(rL) -0.3512.14 >965 240
BCDL 10.0 Rep Stress Ina NO WB 0.31 Horz(TL) 0.10 10 n/a n/a
BC0.0 Code IBC2003rrP12001 M
BCDL 10.0 ( aMx) Weight:1371b
LUMBER BRACING
TOP CHORD 2 X 6 SPF No.2 TOP CHORD Sheathed or 4-1-9 oc purlins.
BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 7-7-5 oc bracing.
WEBS 2 X 4 SPF No.2
SLIDER Left 2 X 6 SPF No.2 3-5-6,Right 2 X 6 SPF No.2 3-5-6
REACTIONS (Ib/size) 2=1767/0-5-8,10=1767/0.58
Max Horz 2=107(LC 7)
Max Uplift2=-220(LC 8),10=-220(LC 9)
Max Grav 2=1957(LC 2),10=1957(LC 3)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-2772/827,3-4=-2495/842,4-5=-2243/759,56=2097/788,6.7=-2097/788,7-8=-2243/759,B-9=-2495/842,9-10=-2770/827
BOT CHORD 2-14=-595/2262,13-14=-295/1576.12-13=-295/1576,10-12=-595/2262
WEBS 4-14=-740/316,6-14=-160/847,6.12=-160/847,8-12=-740/316
NOTES
1)Wind:ASCE 7-02;100mph;TCDL=5.Opsf;BCDL=5.Opsf;h=24ft;Cat.ll;Exp C;enclosed;MWFRS(low-rise)and C-C Exteror(2)zone;C-C for members and forces 8 MWFRS for reactions shown;Lumber
DOL=1.60 plate grip DOL=1.33
2)TCLL:ASCE 7-02;Pg=55.0 psf(ground snow);Pf=38.5 psf(Flat roof snow);Category ll;Exp C;Partially Exp.;Ct=1
3)Unbalanced snow loads have been considered for this design.
4)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times Flat roof load of 3111.5 psf on overhangs non-concurrent with other live loads.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 220 Ib uplift at joint 2 and 220 Ib uplift at joint 10.
7)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
*NO REPAIR IS REQUIRED FOR FIVE(5)3/4"DIAMETER HOLES DRILLED
THROUGH THE BOTTOM CHORD IN THE LOCATIONS INDICATED ABOVE.
THIS TRUSS PASSES THE DESIGN CODE CHECK AS-IS.
**NOTE: LIKEWISE,NO REPAIR IS REQUIRED FOR H02 TRUSSES WITH SIMILA
HOLE CONDITIONS.
✓p��yt^._�F1r.
S
5;
JOSEPH W.
C ER
No.47462
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COAL`yr,
OTE: This repair is based on information provided by $/4/08
o hers. Field verification of conditions and inspection
of-finished-repairs_is_b-y_oth a rs
n hf.tr,uNO�,M "alanw�..a va��uwnuwl�0 n,u 0 UniversalFDmtProducts
f ey.UFPl p.or.&.uni.s°r'u-a uL:vJ ppm *m1a.M btu na..p.a vmmwE pvm.ne.l tr.ov[ryR Bu: ee Conywom sWyrl�lnm.tim�"'
IACsllfn lae.l lwm..a np.e.[un.[r.tleNwY.awim [ Idefrm.RTfR.i T:wa p.0 lnuln:e
Job Truss Truss Type Qty Pl71J."",
t Hill II
0710252B_REP1 H03 HIP 2 eference(optional)
Universal Forest Products,Belchertown,MA 01007 7.050 s May 22 2008 MiTek Industries,Inc. Fri Aug 01 13:34:58 2008 Page 1
-1-4-0 16-1-12 12-0-0 16-0-0 21-10-4 28-0-0 29-4-0
1-4-0 6-1-12 5-10-4 4-0-0 5-10-4 6-1-12 1-4-0
Scale=1:50.2
48=
5x8—_ THREE(3)3/4"DIA.HOLES DRILLED THROUGH
THE BOTTOM CHORD AT MID-DEPTH
5 6
6.00 12 \
2x4 4
4 WW3 4
4-0-0
d
W 8
2 9 j
1 Al 1014
5x6 i 5x6% 5x6 a 5 6 1
12 11 3-11-0 13 12 11 6x12 11
12-0-0 3x8= 3x6= 3x4=
260600
9-4-0 9-4-0 9-4-0
Plate Offsets X,Y: 2:0-8-1,Ed e, 5:04-0,0-1-15, 6:0.4-0,0.1-15, 9:0-8-1,Ed e
LOADING(psf) SPACING 2-0-0 CSI DEFL in floc) I/defl L/d PLATES GRIP
TCLL 38.5 Plates Increase 1.15 TC 0.83 Vert(LL) -0.16 11-13 >999 360 MT20 197/144
(Ground Snow--55.0) Plates
Increase 1.15 BC 0.90 Vert(TL) -0.43 11-13 >777 240
TCLL 10.0 Rep Stress Incr NO WB 0.21 Horz(TL) 0.10 9 n/a n/a
BCDL 0.0
BCDL Code IBC2003/TPI2002 (Matrix) Weight'129 lb
10.0
LUMBER BRACING
TOP CHORD 2 X 4 SPF 165OF 1.5E TOP CHORD Sheathed or 3-2-6 oc pudins,except
BOT CHORD 2 X 4 SPF No.2 2-0-0 oc purlins(4.2-11 max.):5-6.
WEBS 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 7-10-9 oc bracing.
SLIDER Left 2 X 8 SYP DSS 3-6-6,Right 2 X 8 SYP DSS 3-6-6 WEBS 1 Row at midpt 6-13
REACTIONS (Ib/size) 2=1767/0-5-8,9=1767/0-5-8
Max Horz 2=-94(LC 6)
Max Uplift2=-209(LC 8),9=-209(LC 9)
Max Grav2=2064(LC 2),9=2064(LC 3)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-2874/771,3-4=-2687/800,4-5=-2372/758,5-6=-1900/708,6-7=-2371/758,7-8=-26$7/800,B-9=-2872f771
BOT CHORD 2-13=-55512311.12-13=-33711751,11-12=-337/1751,9-11=-55512311
WEBS 4-13=-502/266,5-13=-114/512,6.13=-510/514,6-11=-114/605,7-11=-502/266
NOTES
1)Wind:ASCE 7-02;1OOmph;TCDL=5.Opsf;BCDL=5.Opsf;h=24ft;Cat.Il;Exp C;enclosed;MWFRS(low-rise)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber
DOL=1.60 plate grip DOL=1.33
2)TCLL:ASCE 7-02;Pg=55.0 psf(ground snow);Pf=38.5 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct=1
3)Unbalanced snow loads have been considered for this design.
4)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 38.5 psf on overhangs non-concurrent with other live loads.
5)Provide adequate drainage to prevent water ponding.
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 2G9 lb uplift at joint 2 and 209 Ib uplift atjoint 9.
8)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
9)Design assumes 4x2(flat orientation)pudins at oc spacing indicated,fastened to truss TC w/2-10d nails.
LOAD CASE(S) Standard
`REPAIR FOR 3/4"DIAMETER HOLES DRILLED THROUGH BOTTOM CHORD:
SCAB A 4'-0"LONG#2 GRADE 2X4 ON ONE FACE OF THE TRUSS,FITTED FLUSH
WITH THE END CONTAINING THE HOLE LOCATED AT 26'-6',AS SHOWN ABOVE.
ATTACH TO THE BOTTOM CHORD WITH TWO(2)ROWS OF 10d COMMON NAILS
AT 4"SPACING.
s
NOTE: 3/4"DIAMETER HOLE MATCHING THE ONE IN THE BOTTOM CHORD MAY Jt% Y" `"`-
ALSO BE DRILLED THROUGH THE SCAB ONCE APPLIED.
5'F41CTvRA.i. �.,
Nc.474�2
`SrC,AL L"s
NOTE: This repair is based on information provided by 8/4/08
others. Field verification of conditions and inspection
of finished repairs is by others.
Univers Forest Products
Job Truss Truss Type Dry Ply Wright Hill II
0710252B REPt H03 HIP 2 1
Jab Reference(optional)
Universal Forest Products,Belchertown,MA.01007 7.050 s May 22 2008 MiTek Industries,Inc. Fri Aug 01 13:34:58 2008 Page 1
-1-4-0 6-1-12 12-0-0 16-0-0 21-10-0- 28-00 zs-4-o
1-4-0 6-1-12 5.104 4-00 5.104 6-1-12 1-4-0
Scale=1:50.2
4x8= TWO(2)3/4"DIA.HOLES DRILLED THROUGH
5x8= THE BOTTOM CHORD AT MID-DEPTH.
5 6
6.00 FIT
2x4 0 2x4 O
4 WW3 4 7
d
38
2 9
1 -__B 10`0
5x6 i 5x6 13 12 5x6 5x6
12 11 8'-3" 11 6x12 11
3x8= 3x6=
3x4=
17'-6"
9-40 1 18-8-0 1 28-00
9-4-0 9-4-0 9.4-0
Plate Offsets X, 2:0-8-1,Ed a 5:0-4-0,0-1.15 6:0-4-0,G-1-1 51,19:O8.1,Ed e
LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) l/defl Ud PLATES GRIP
TCLL 38.5 Plates Increase 1.15 TC 0.83 Vert(LL) -0.16 11-13 >999 360 MT20 197/144
(Ground Snow=55.0) Lumber Increase 1.15 BC 0.90 Vert(TL) -0.43 11-13 >777 240
TCDL 10.0 Rep Stress Ina NO WB 0.21 Horz(TL) 0.10 9 n/a n/a
BCLL 0.0 Code IBC2003ITP12002 (Matrix) Weight:1291b
BCDL 10.0
LUMBER BRACING
TOP CHORD 2 X 4 SPF 1650F 1.5E TOP CHORD Sheathed or 3-2-6 oc purlins,except
BOT CHORD 2 X 4 SPF No.2 2-0-0 oc pudins(42-11 max.):5-6.
WEBS 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 7-109 oc bracing.
SLIDER Left 2 X 8 SYP DSS 3-6-6,Right 2 X 8 SYP DSS 3-6-6 WEBS 1 Row at midpt 6-13
REACTIONS Ob/size) 2=1767/0-5-8,9=1767/G-5-8
Max Horz 2=-94(LC 6)
Max Uplift2=-209(LC 8),9=-209(LC 9)
Max Grav 2=2064(LC 2),9=2064(LC 3)
FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-2874/771,3-4=-2687/800,4-5=-2372/758,56=-1900!708,6-7=-23711758,7-8=-2687!800,8-9=-2872(771
BOT CHORD 2-13=555/2311,12-13=-337/1751,11-12=-337/1751,9-11=-55572311
WEBS 4-13=-502/266,5-13=-1141512,6-13=-510/514,6-11=-114/605,7-11=502/266
NOTES
1)Wind:ASCE 7-02;100mph;TCDL=S.Opsf;BCDL=5.Opsf;h=24ft;Cat.Il;Exp C;enclosed;MWFRS(low-Ose)and C-C Extedor(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber
DOL=1.60 plate grip DOL=1.33
2)TCLL:ASCE 7-02;Pg=55.0 psf(ground snow);Pf=38.5 psf(flat roof snow);Category Il;Exp C;Partially Exp.;Ct=1
3)Unbalanced snow loads have been considered for this design.
4)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 38,5 psf on overhangs non-concurrent with other live loads.
5)Provide adequate drainage to prevent water ponding.
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 209 It,uplift at joint 2 and 209 Ib uplift at joint 9.
8)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
9)Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-10d nails,
LOAD CASE(S) Standard
'NO REPAIR IS REQUIRED FOR TWO(2)3/4"DIAMETER HOLES DRILLED
THROUGH THE BOTTOM CHORD IN THE LOCATIONS INDICATED ABOVE.
THIS TRUSS PASSES THE DESIGN CODE CHECK ASIS.
S-
I � yr
JaS'-NH W. ,
•'1=tNDLE`i2 r
STn`JCTURAi. ;n
No.1r
�.. L` V
OTE: This repair is based on information provided by $/4./0$
others. Field verification of conditions and inspection
of-ffnishe l-r pairs-is-by-others w�
n r.mo ww nxsvcre wia..0- w..,..n ea.a a TM.r ray. slk..
q�Wn,��.,n�rr"..�,rQ�a� ° .�ei� N w•"mtr dr"ae...amw,,,rc�„H,,wm�"ram:o Mm Universal Forest Pradncts
0/1u2526 RLP1 H01 HIP 2 1
Job Reference(optional)
Universal Forest Products,Belchertowm,MA.01007 7.050 s May 22 2008 MiTek Industries,Inc. Mon Aug 04 11:05:09 2008 Page 1
•I-1-4.0 8.0-0 14-0-0 20-0-0I 23-0-0 129-4-0
1-4-0 6-0-0 6-0-0 6-0-0 B-0-0 1-4-0
Scale=1:49.9
TWO(2)3/4"DIA.HOLES DRILLED THROUGH
BOTTOM CHORD OF ONE(1)"H01"TRUSS AND
5x8 THREE(3)3/4"DIA.HOLES DRILLED THROUGH
BOTTOM CHORD OF ANOTHER(ALL HOLES ARE
3x4= LOCATED AT MID-DEPTH).
4 5 5x8 II
ISZI IRI iRl_ 6
6.00 12
/Oi�E2
/ 7
3
1 20'-0"(SEEELO ) 4
7
14'-0"(SEE I TE 1,113 1
2 8
1 e 9 I4
'1
4.4 i 4.4 G 4x4 4x4 1 l
X8 II 12 \ 11 10 6x8 II
12'-0" 3x,- \\
17'-6". -THESE HOLES SHA ED BY TWO(2)"H01"TRUSSES
9.4-0 18-8-0 I 28-0-0
9-4-0 9-4-0 9-4-0
Plate Offsets () : 2:0-5.14 Edge], 8:0-5.14,Ec1e
LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP
TCLL 38.5 Plates Increase 1.15 TC 0.95 Vert(LL) -0.19 10-12 >999 360 MT20 197/144
(Ground Snow--55.0) Lumber Increase 1.15 BC 1.00 Vert(TL) -0.42 10-12 >807 240 M1120H 148/108
TCDL 10.0 Rep Stress Incr NO WB 0.62 Horz(IL) 0.13 8 n/a n/a
BCLL 0.0 Code IBC2003ITP12002 (Matrix) Weight:1251b
BCDL 10.0
LUMBER BRACING
TOP CHORD 2 X 6 SPF No.2*Except* TOP CHORD Sheathed or 3-3-14 oc purlins,except
T2:2 X 4 SPF No.2 2-0-0 oc purlins(2-8-15 max.):4-6.
BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 7-7-0 oc bracing.
WEBS 2 X 4 SPF No.2
SLIDER Left 2 X 6 SPF No.2 4-6.11,Right 2 X 6 SPF No.2 4-6.11
REACTIONS Ob/size) 2=1767/0-5-8,8=1767/G-5-8
Max Horz 2=-64(LC 6)
Max Uplift 2=-181(LC 8),8=-181(LC 9)
Max Grav 2=2229(LC 2),8=2229(LC 3)
FORCES (1b)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-3150n09,3-4=-2850r732,4-5=2699/744,5-6=-2699/744,6-7=-2850/732,7-8=-31451709
BOT CHORD 2-12=472/2552,11-12=-600/2995,ID-11=-60012995,8-10=47212552
WEBS 4-12=-28/790,5-12=-831/168,5-10=-831/168,6-10=-28/790
NOTES
1)Wind:ASCE 7-02;100mph;TCDL=5.Opsf;BCDL=5.Opsf;h=24ft;Cat.11;Exp C;enclosed;MWFRS(low-rise)and C-C Exterior(2)zone;C-C for members and
forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.33
2)TCLL:ASCE 7-02;Pg=55.0 psf(ground snow);Pf=38.5 psf(flat roof snow);Category 11;Exp C;Partially Exp.;Ct=1
3)Unbalanced snow loads have been considered for this design.
4)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 38.5 psf on overhangs non-concurrent with other live loads.
5)Provide adequate drainage to prevent water ponding.
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7)All plates are MT20 plates unless otherwise indicated.
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 181 Ib uplift at joint 2 and 181 Ib uplift at joint a.
9)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSIrrPl 1.
10)Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-10d nails.
LOAD CASE(S) Standard
REPAIR FOR 3/4"DIAMETER HOLES DRILLED THROUGH THE BOTTOM CHORD:
NOTE 1:ON THE TRUSS CONTAINING TWO(2)HOLES,SCAB A 2x4 x 14'-0"LONG
#2 GRADE SPF ON ONE FACE OF THE TRUSS,AS SHOWN ABOVE. ATTACH TO
THE BOTTOM CHORD WITH TWO(2)ROWS OF 10d NAILS AT 8"C/C SPACING.
NOTE 2: ON THE TRUSS CONTAINING THREE(3)HOLES,SCAB 20'IN LENGTH OF ✓¢yK�i L r`"'1+55
#2 GRADE SPF 2x4'S ONTO ONE FACE OF THE TRUSS(LENGTHS OF 2X4'S MAY Tay:
VARY AS LONG AS 20'TOTAL IS ACHIEVED). ATTACH TO THE BOTTOM CHORD i 5,
WITH TWO(2)ROWS OF 10d NAILS AT 8"C/C SPACING. .J0 'E::jH W i
r''-IAfvDLER -t
**3/4"DIAMETER HOLES MATCHING THOSE IN THE BOTTOM CHORD MAY 55->,;,IrTORpt
ALSO BE DRILLED THROUGH THE SCABS)ONCE APPLIED. No.47462
NOTE: This repair is based on information provided by
others. Field verification of conditions and inspection 8/4/08
of finished repairs is by others.
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Job Truss (Truss Type Qty Ply Wright Hill II
07102528 REPT H01GR SHIP 12
Job Reference o tional
Universal Forest Products,Belchertown,MA.01007 7.050 s May 22 2008 MiTek Industries,Inc. Mon Aug 04 11:03:56 2008 Page 1
I
-1-4-0 6-0-0 14-0-0 22-0.0 28-0-0 29-4-0
1-4-0 6-0-0 B-0-0 6-0-0 6-0-0 1-4-0
Scale=1:49.9
6x6=
3x4= 6x6=
6.00 12 4 5 6
W2 W3 W 7
1 2 1 \ 8 9 L
5x6\\ 5x6
8x12= 13 14 12 15 1t 16 17 18 10 19 20 8x12=
5x6\\ 8x8= 5x12 MT18H= 8x8= 5x6
REFER TO NOTE 12 BELOW. 314"DIAMETER HOLES MAY BE DRILLED THROUGH THE
BOTTOM CHORD OF TRUSS. NO REPAIR IS REQUIRED.
9.4-0 18-8-0 ) 28.0-0
9-4-0 9-4-0 9-4-0
Plate Offsets X, 2:0-41,0.314 4:0.4-0.0-3.0, 6:0.4-0,0.30 8:0-0-1,0-3-14
LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deff L/d PLATES GRIP
TCLL 38.5 Plates Increase 1.15 TC 0.83 Vert(LL) -0.31 10.12 >999 360 MT20 197/144
(Ground Snow=55.0) Lumber Increase 1.15 BC 0.87 Vert(TL) -0.47 10.12 -713 240 MT18H 197/144
TCDL 10.0 Rep Stress Incr NO WB 0.53 Horz(TL) 0.10 8 n/a n/a
BCLL 0.0
BCDL 10.0 Code IBC2003/TP12002 (Matrix) Weight:279 lb
LUMBER BRACING
TOP CHORD 2 X 6 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 3114 oc purlins,except
BOT CHORD 2 X 6 SPF 210OF 1.8E 2-0-0 oc purlins(4-D-1 max.):4.6.
WEBS 2 X4 SPF No.2 BOT CHORD Structural wood sheathing directly applied or 1 D-0-0 oc bracing.
SLIDER Left 2 X 4 SPF No.2 3-4-6,Right 2 X 4 SPF No.2 3-4-6
REACTIONS (Ib/size) 2=433110.5-8,8=432410-5-8
Max Horz 2=51(LC 7)
Max Uplift2=-714(LC 7),8=-713(LC 8)
Max Grav 2=4851(LC 2),8=4844(LC 3)
FORCES (lb)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-8029/1261,34=-7833/1276,4-5=-975111618,5.6=-9751/1619,6-7=7832/1276,7-8--8028/1261
BOTCHORD 2-13=-1106/6878,13-14=11D6/6878,12-14=-1106/6878,12-15=-1736/10618,11-15=-1736/10618,11-16=-1736/10618,16-17=-1736110618,
17-18=-1736/10618,1418=-1736/10618,10-19=1059/6876,19-20=-1059/6876,8-20=-1059/6876
WEBS 4-12=-708/4327,5-12=1357/251,510=-1357/251,6-10=-709/4330
NOTES
1)2-ply truss to be connected togetherwith 10d(0.148'x3")nails as follows:
Top chords connected as follows:2 X 6-2 rows at 0-9-0 oc.
Bottom chords connected as follows:2 X 6-2 rows at 0-7-0 oc.
Webs connected as follows:2 X 4-1 row at 49-0 oc.
2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been
provided to distribute only loads noted as(F)or(B),unless otherwise indicated.
3)Wind:ASCE 7-02;100mph;TCDL=5.Opsf;BCDL=5.Opsf;h=24ft;Cat.11;Exp C;enclosed;MWFRS(low-rise);Lumber DOL=1.60 plate grip DOL=1.33
4)TCLL:ASCE 7-02;Pg=55.0 psf(ground snow);Pf=38.5 psf(flat roof snow);Category II;Exp C;Partially,Exp.;Ct=1
5)Unbalanced snow loads have been considered for this design.
6)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 38:5 psf on overhangs non-concurrent with other live loads.
7)Provide adequate drainage to prevent water ponding.
8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
9)All plates are MT20 plates unless otherwise indicated.
10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 714 Ib uplift'at joint 2 and 713 Ib uplift at joint 8.
11)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSIITPI 1.
12)This truss design allows for the following max.bolt holes along the member chines spaced a min.of 0-6-0 apart:0.750in in the bottom chord.
13)Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-10d nails.
14)Use Simpson Strong-Tie THJA26(THJA26 on 2 ply,Left Hand Hip)or equivalent at 6-46 from the left end to connect truss(es)J01(1 ply 2 X 4 SPF),J01 GR(1
ply 2 X 6 SPF)to front face of bottom chord.
15)Use Simpson Strong-Tie LU24(4-1 Od Girder,2-1 Ddxl 112 Truss)or equivalent spaced at 2-0.0 oc max.starting at B-412 from the left end to 19-11-4 to connect
truss(es)J01(1 ply 2 X 4 SPF) to front face of bottom chord.
16)Use Simpson Strong-Tie THJA26(THJA26 on 2 ply,Right Hand Hip)or equivalent at 21-11.10 from the left end to connect truss(es)J01(1 ply 2 X 4 SPF),
J01 GR(1 ply 2 X 6 SPF) to front face of bottom chord.
17)Fill all nail holes where hanger is in contact with lumber.
LOAD CASE(S) Standard yCs�
1)Snow.Lumber Increase=1.15,Plate Increase=1.15
Uniform Loads(plf) JOS H Oj. �
Vert:1-4=-97,4-6=-97,6-9=-97,2-8=20 r'HAfvDL'rR
Concentrated Loads(Ib) STF4UC-U%%.i.
Vert 11=415(F)13=-1109(F)14=-415(F)15=415(F)16=-415(F)17=-415(F)18=-415(F)19=-415(F)20=-1109(F) No.4746Z
NOTE: This repair is based on information provided by
others. Field verification of conditions and inspection 8/4/08
of-finished-repair- by-others
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