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MiTek USA, Inc.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
314 -434 -1200
Re: MISCPDF
The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision
based on the parameters provided by P & M Truss.
Pages or sheets covered by this seal: 126334039 thru 126334039
My license renewal date for the state of Minnesota is June 30, 2016.
Lumber design values are in accordance with ANSI/TPI 1 section 6.3
These truss designs rely on lumber values established by others.
I Hereby certify that this plan, speci-
fication, or report was prepared by
me or under my direct supervision
and that I am a duly Licensed Pro-
f,
esola. o
JO
DATE REG. NO. 42580
APPROVEAD FILE COPY
Date:-__ ;f4r:E ci /w A
March 25,2016
Galinski, John
IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed
in the jurisdictions(s) identified and that the designs comply with ANSI /TPI 1. These designs are based upon parameters
shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific
information included is for MiTek's customer's file reference purpose only, and was not taken into account in the preparation
of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any
particular building. Before use, the building designer should verify applicability of the design parameters and properly
incorporate these designs into the overall building design per ANSI /TPI 1, Chapter 2.
Job Truss Truss Type Qty Ply
in loc) Udefl Ud
TCLL 35.0 Plate Grip DOL
0.5 UNITS DCK 126334039
MISCPDF B6 -REP ATTIC 1 1
240
TCDL 10.0 Lumber DOL 1.15 BC 0.71 Vert(TL)
Job Reference (optional)
P & M Truss Inc., Isanti, MN 55040 7.640 s Sep 29 2015 MiTek Industries, Inc. Fri Mar 25 11:37:56 2016 Page 1
ID: 9GdDCAhuYKHm _YHSNv7mgSza4Nl- ObipwCTp2U 1jIQFwgs5Xxet44S 1 J9C0i0S IFOhzxPI P
p
0-1 1 4 0
1 _ _1
1$ 7 -14 12 -2 -12
3x4
Iii 1 IT
4x10 =
o
YIm
13 0
12 10 3x6 = 6 7 3x6
4x4 = 9x15 M1116 = 8x12 = 13 -14
1230
12 -14
4 -10 7-0-5
3 101M. 11 -14
0 -1 -12
0 -1 -12
0-104
LOADING (psf) SPACING- 2 -0-0 CSI. DEFL, in loc) Udefl Ud
TCLL 35.0 Plate Grip DOL 1.15 TC 0.45 Vert(LL) 0.29 11 484 240
TCDL 10.0 Lumber DOL 1.15 BC 0.71 Vert(TL) 0.49 11 283 180
BCLL 0.0 Rep Stress Incr NO WB 0.80 Horz(TL) 0.57 4 n/a n/a
BCDL 10.0 Code MNSRC2015/TPI2007 Matrix)
LUMBER- BRACING -
TOP CHORD 2x8 SP 240OF 2.0E TOP CHORD
BOT CHORD 2x8 SP 240OF 2.0E *Except*
10 -12: 2x6 SPF 2100F 1.8E, 5 -11: 2x4 SPF No.2 BOT CHORD
WEBS 2x4 SPF Stud *Except* WEBS
3 -10: 2x6 SP 240OF 2.OE, 3 -12: 2x4 SPF No.2 JOINTS
OTHERS 2x4 SPF Stud
MiTek'
REACTIONS. (lb /size) 4= 391 /Mechanical, 12= 788 /Mechanical, 13= 353/0 -3-0
Max Horz 12= 207(LC 5)
Max Uplift4= -83(LC 8)
Max Grav4= 564(LC 18), 12= 1191(LC 18), 13= 1091(LC 18)
FORCES. (lb) -Max. Comp. /Max. Ten. -All forces 250 (Ib) or less except when shown.
TOP CHORD 2- 3=- 271/112, 3-4 =- 111/270, 2- 12=- 603/76, 7 -13 =- 375/57, 5 -13 =- 1443/27
BOT CHORD 8-10=-2211791,9-11=-1385/147,6-9=-1202/28,5-6=-1202/28
WEBS 10 -11 =- 71/281, 3 -12 =- 328/142, 9- 10= -431/42, 8- 9=- 621/6, 5-8 =- 35/1867
Scale = 1:78.8
PLATES GRIP
MT20 197/144
MII16 127/82
Weight: 145 lb FT = 20%
Structural wood sheathing directly applied or 6-0 -0 oc purlins, except
end verticals.
Rigid ceiling directly applied or 6 -M oc bracing.
1 Row at midpt 3-10,3-12
1 Brace at Jt(s): 6, 9, 5
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
NOTES -
1) Repair Condition: bottom chord has 0 -1 -0 long break centered at 1 -0 -15 to the left of joint 10.
2) Apply 88" long 2x6 SPF No.2 scab to front side(s) of truss centered on damage located 1 -0 -15 to the left of joint 10 with 3 row(s) of 1 Od
0.131 "x3 ") nails spaced 2" o.c. from front face. Minimum 0 -3-0 end distance.
3) n/a
4) Wind: ASCE 7 -10; Vult= 115mph (3- second gust) V(IRC2012) =91 mph; TCDL= 6.Opsf; BCDL= 6.Opsf; h =25ft; Cat. II; Exp B; enclosed;
MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL =1.33 plate grip DOL =1.33
5) All plates are MT20 plates unless otherwise indicated.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) Refer to girder(s) for truss to truss connections.
8) Refer to girder(s) for truss to truss connections.
9) Bearing at joint(s) 13 considers parallel to grain value using ANSI TPI 1 angle to grain formula. Building designer should verify capacity
of bearing surface.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 83 lb uplift at joint 4.
11) Load case(s) 18 has /have been modified. Building designer must review loads to verify that they are correct for the intended use of this
truss.
12) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss.
Continued on page 2
I Hereby certify that this plan, speci-
fication, or report was prepared by
me or under my direct supervision
and that I am a duly Licensed Pro-
fessional Eng r un laws
of the Statdo inn1"
JOHN L. GALINSKI
DATE REG. NO. 42580
March 25,2016
AWARN/NG - VerNy, design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE MII -7473 rev. 1010312015 BEFORE USE
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and /or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Chesterfield, MO 63017
Job Truss Truss Type Qty Ply
126334039
MISCPDF 136 -REP ATTIC 1 1
Job Reference o tional
P 8 M Truss Inc., Isanti, MN 55040 7.640 s Sep 29 2015 MiTek Industries, Inc. Fri Mar 25 11:37:56 2016 Page 2
ID: 9GdDCAhuYKHm _YHSNv7mgSza4Nl- ObIpwCTp2U 1jlQFwgs5Xxet44S1 J9C0i0SIF0hzXPIP
NOTES -
13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 70 lb down at 4 -10-8 on bottom chord. The design /selection of such
connection device(s) is the responsibility of others.
14) Attic room checked for U360 deflection.
15) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard Except:
18) User defined: Lumber Increase =1.15, Plate Increase =1.15
Uniform Loads (plf)
Vert: 1- 2=- 90(F), 2- 3=- 90(F), 3- 4=- 110(F), 10- 12=- 20(F), 7- 10=- 100(F), 5- 11=- 100(F)
Concentrated Loads (lb)
Vert: 10= -70(F)
A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE MII -7473 rev. 1010312015 BEFORE USE
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and /or chord members only. Additional temporary and permanent bracing MiTek° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB -89 and BCSI Building Component 16023 Swingley Ridge Rd
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Chesterfield, MO 63017
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31
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N
Job Truss Truss Type Qty Ply Big Lake Lumber /Progressive Builders
Vert(LL)
4 -7: 2x4 DF 180OF 1.6E
8 -10
BOT CHORD 2x4 SPF No.2
240
126380630
160125R A6 COMMON 2 1 1 UNIT DCK
Horz(TL)
REACTIONS. (lb /size) 7= 1403 /Mechanical, 2= 1485/0 -5 -8
7
Max Horz 2=61 (LC 5)
n/a
Job Reference o lionaf
P & M Truss Inc., Isanti, MN 55040 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Mar 31 10:07:12 2016 Page 1
I D:sOz26F7 1 QG_ hT8exUFaV3za4xL- rv5LBfG5BE4E8mczPnscihy Wk8AGcF6K4HidtzzVS3T
10 -8 6-6 -1 6-5 -15 6 -5 -15 6 -0.9
Scale: 114 " =1'
2
RIGHT END OF TRUSS STUBBED 2"
5x8 11
6.00 12
2x4 \\
10
4x4 =
4x7 =
3x6 =
LUMBER AND CONNECTOR PLATES
TO BE CUT CLEANLY AND ACCURATELY
AND THE REMAINING PLATE MUST BE
FULLY EMBEDDED AND UNDISTURBED.
2x4
5
2 -0 -0
3x4
I° d
3x4 = /4x10
NEW BEARING
NOTCH PLYWOOD AROUND HANGER
ATTACH 1/2" PLYWOOD OR OSB GUSSET (15132" RATED SHEATHING 32/16 EXP 1)
TO EACH FACE OF TRUSS WITH (0.131" X MIN 2.5 ") NAILS PER THE FOLLOWING NAIL SCHEDULE:
2 x 3's - 2 ROWS, 2 x 4's - 3 ROWS, 2 x 6'S AND LARGER - 4 ROWS: SPACED @ 4" O.C.
NAILS TO BE DRIVEN FROM BOTH FACES. STAGGER SPACING FROM FRONT TO BACK
FACE FOR A NET 2" O.C. SPACING IN THE TRUSS. USE 2" MEMBER END DISTANCE.
LOADING (psf)
TCLL 35.0
TCDL 10.0
BCLL 0.0
BCDL 10.0
SPACING- 2 -0 -0
Plate Grip DOL 1.15
Lumber DOL 1.15
Rep Stress Incr YES
Code MNSRC2015/TP12007
CSI.
TC 0.82
BC 0.76
WB 0.32
Matrix -M)
LUMBER -
L/d
TOP CHORD 2x4 SPF No.2 *Except*
Vert(LL)
4 -7: 2x4 DF 180OF 1.6E
8 -10
BOT CHORD 2x4 SPF No.2
240
WEBS 2x4 SPF Stud
Vert(TL)
WEDGE
8 -10
Left: 2x4 SPF Stud
180
SLIDER Right 2x6 SPF No.2 2 -6 -0
Horz(TL)
REACTIONS. (lb /size) 7= 1403 /Mechanical, 2= 1485/0 -5 -8
7
Max Horz 2=61 (LC 5)
n/a
FORCES. (lb) -Max. Comp. /Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-2343/0,3-4=-2054/0,4-5=-197810,5-6=-2183/0,6-7=-497/0
BOT CHORD 2- 10= 0/1991, 9 -10= 0/1331, 8- 9= 0/1331, 7- 8= 0/1878
WEBS 3 -10 =- 549/90, 4- 10= 0/752, 4- 8= 01656, 5 -8 =- 475/92
DEFL. in loc) I /deft L/d PLATES GRIP
Vert(LL) 0.17 8 -10 999 240 MT20 197/144
Vert(TL) 0.40 8 -10 762 180
Horz(TL) 0.10 7 n/a n/a
Weight: 98 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied.
BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
NOTES -
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7 -10; Vult= 115mph (3- second gust) V(IRC2012) =91 mph; TCDL= 6.Opsf; BCDL= 6.Opsf; h =25ft; Cat. 11; Exp B; enclosed;
MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL =1.33 plate grip DOL =1.33
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) Refer to girder(s) for truss to truss connections.
5) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss
Hs(, L.
COPY
coy,
vCt.Vtt_d, f! i CODE
sti i
LD iiUxsf `C?iOPf
Date:? (_"1,6 _ `-inelf"' ""/
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED III REFERENCE PAGE 11,01•7473 rev. 10/03/2015 BEFORE USE.
Design valid for use only with MiTek@ connectors. This design is based only upon parameters shown, and is for on individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and /or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI /TPII Quality Criteria, DSB -89 and BCSI Building Component
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
I Hereby cartify that this plan, speci-
fication, or report was prepared by
me or under my direct supervision
and that I am a duly Licensed Pro -
teso3onal under laws
of the ate of Mi nes
STEVEN E. FOX
DATE REG. NO. 21980
March 31,2016
wt
MiTek'
16023 Swingley Ridge Rd
Chesterfield, MO 63017
M1la
MiTek
Is
MiTek USA, Inc.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
314434 -1200
Re: 160125R
Big Lake Lumber /Progressive Builders
The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision
based on the parameters provided by P & M Truss.
Pages or sheets covered by this seal: I26380630 thru I26380630
My license renewal date for the state of Minnesota is June 30, 2016.
Lumber design values are in accordance with ANSI /TPI 1 section 6.3
These truss designs rely on lumber values established by others.
I Hereby certify that this plan. speci-
fication, or report was prepared by
me or under my direct supervision
and that I am a duly Licensed Pro-
fessional E eer under the Is s
of the a of Avlinnesafa,
u
DATE REG. NO. 21980
March 31,2016
Fox, Steve
IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed
in the jurisdictions(s) identified and that the designs comply with ANSI /TPI 1. These designs are based upon parameters
shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific
information included is for MiTek's customer's file reference purpose only, and was not taken into account in the preparation
of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any
particular building. Before use, the building designer should verify applicability of the design parameters and properly
incorporate these designs into the overall building design per ANSI /TPI 1, Chapter 2.
1 CITY OF
PHONE: 763-295-2711 Fax:763- 295 -4404MontieRo505WalnutStreetSuite1MonticelloMN55362
City of Monticello
CERTIFICATE OF OCCUPANCY
Building Address: 4333 87TH ST NE
PIN: 155180002130
Legal Description: FEATHERSTONE 2ND ADDN
Block 002 Lot 013
Zoning District:
Permit No: 2016 -00102
Work Activity: NEW CONSTRUCTION
Construction Type: VB
Occupancy: IRC -1
Occupant Load: NA
Applicant: PROGRESSIVE BUILDERS
Applicant Address: 17207 198TH AVENUE
City, State, Zip: BIG LAKE, MN 55309-
John P Rued, Building Official
130002183
Comments:
Date
ITEMS NOT COMPLETE AT FINAL INSPECTION: Install erosion control and yard
vegetation. Provide As -Built Survey
www.ci.monticello.mn.us
CITY '(OF
Monticello
CITY OF MONTICELLO
Community Development Residential Building505WalnutStreet, Suite 1
Monticello, MN 55362 Escrow Checklist
763) 295 -2711 . infogci.monticello.mn.us
Builder /Contractor: .NA5 u- Permit # « ; - 0Z \ C 7_
Address:; J'_ — . Development:
Office Use Only
Escrow Submit Date: Inspection Date: Escrow Release Date:
C BMITTAL• ME
lAs!-Built survey submitted; reviewed
filedgineeringand
Individual lot landscaping in place
y
2 boulevard trees- interior reeS
lot; 4 boulevard trees -
lot de- corner Cow
Turf established Ff oh. q.-vi % f .SO p( .
Other landscaping as
r required by
w
approval /zoning
Erosion control in place (If applicable)
C6
Street in good condition (no street
sweeping required during
construction) TS
Public utilities in good condition ( no
damage during construction)
04- 2Go% APPefrs To Ae Ok
Other Comments:
OA y A-Ae
Revised 4/15/16