Approved Plans.jpgEstimate Id; 31959 4✓=.0.
Items Selected;
Options Selected;
Gable roof w/ 6/12 pitch, Standard Trusses 2 O.C.
The options you have selected are:
Truss Design Location Zip Code: 68008
30 LB Roof Felt
2x4 Wall Framing Material
2 - Vinyl Gable Vent(s)
20' Wide X 40' Deep X 9' High
1-10x8 Overhead Door - Insulated Ribbed
Vinyl 4" Dutch Lap Siding
7.46x20-3/4 Window - Ranch Vinyl Single Pa
- White
1= 3640 Service Door- CP1 Flush Steel LS
112' OSB Wall Sheathing
Block-ItHousewrap
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12" gable/12" eave overhangs
1/2" OSB Roof Sheathing
Briaiwood Pro, Chestnut Shingles
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White Vinyl Soffit & Fascia
White Regular Roof Edge p F R
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Page 1 of 3
1,1412417
Front View
PLANNING
PUBLIC WORKS
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Deferred Submittals
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- I oday's estimated price, future pricing may go up or down.
*Tax, labor, and delivery not included.
— L`ct
CLIEly's 'COPY
RECEIVED
APR 2 5 2018
Pr2�s(/lP}'� vt, P CITY OF GLAIR
NEBRASKA
Take this sheet to the Build Materials Materials counter to urchase your materials,*'*
Floor type (concrete, dirt, graveq is NOT included in estimated price. The floor type Is used in the calcu allon of materials needed. Lapor, foundalion, steel beams, paint, electrical, heating, plumbing, and delivery are also
NOT included in estimated price. This is an estimate, It is only for general price information. This Is not an oiler and there can be no legally binding contract between the parties based on this estimate. The prices slated
herein are subject to change. depending upon the market conditions. The prices slated on this estimate are not firm for any lime period unless specifically vrritien othenrrse on this form, The availability of materials is subject
to inventory conditions, MENARDS IS NOT RESPONSIBLE FOR ANY LOSS INCURRED BY THE GUEST WHO RELIES ON PRICES SET FORTH HEREIN OR ON THE AVAILABILITY OFANY MATERIALS STATED HEREIN.
Ali information on this farm, other than price, has been provided by the guest and Menards is not responsible for any errors in the information on this estimate, including but not limited to quantity, dimension and qua1ly.
Please examine this estimate carefully. MENARDS MAKES NO REPRESENTATIONS, ORAL, WRITTEN OR OTHERWISE THAT THE MATERIALS LISTED ARE SUITABLE FOR ANY PURPOSE BEING CONSIDERED BY THE GUE!
BECAUSE OF THE WIDE VARIATIONS IN CODES, THERE ARE NO REPRESENTATIONS THAT THE MATERIALS LISTED HEREIN MEET YOUR CODE REQUIREMENTS, THE PLANS ANDIOR DESIGNS PROVIDED
ARE NOT ENGINEERED. LOCAL CODE OR ZONING REGULATIONS MAY REQUIRE SUCH STRUCTURES TO BE PROFESSIONALLY ENGINEERED AND CERTIFIED PRIOR TO CONSTRUCTION,
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Estimate Id: 31958
Here are the wall configurat+ons for your design,
Illustration May Not Depict All Options Selected
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Gable Front View
(1) -IDEAL RIBBED MSESV 10X8 EZ -SET WHITE MSESV INSUL
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Page 2 of 3
111412011
Gable Back View
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Eave Front View Eave Back View
(4} RANCH I. G. 43X20 1 . PREHUNGSTEASERVICED00 CPI FLUSH STEEL DOOR PH 36X80 LH SB
2 - RANCH - I. G. 43X20
Building Size: 20 feet wide X 40 feet long X 9 feet high
Approximate Peak Height 14 feet 6 inches (173 inches)
NOTE: Overhead doors may need to be "Wind Code Rated" depending on your building location,
Confirm the door requirements with your local zoning official before construction,
Menards•provided material estimates are intended as a general construction aid and have been calculated using typical construction methods. Because ofthe wde variability in codes and site restrictions,
all final plans and material lists must be verified A your local zoning office. Menards is a supplier of construction materials and does not assume liabilityfor design, engineering or the completeness
of any material lists provided. Underground electrical, phone and gas lines should be located and marked before your building plans are finalized. Remember to use safety equipment including dust masks
and sight and hearing protection during construction to ensure a positive building experience.
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Estimate id: 31958 �:�� Page 3 0 3
Yard Building Floor Plan, :
111412017
Illustration May Not Depict All Options Selected
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Building Size: 20 feet wide X 40 feet long X 9 feet high
Note: Wall construction is 2x4 @ 16" on center
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10-0-0 20-0-0 21-0-0
10-0-0 10-0-0 1-0-0 ,
4x4 — Scale m 1
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FORCES- (Ib) - Max- Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
JOINTSTRESS INDEX
2=0-26,3=0.51,4=0.51,5=0.51,6=0.36,7=0.51,8=0.51,9=0.51,10=0.26,12=0.51, 13=0.51,14=0.51,15=0,31, 16=0.51,17=0.51 and 18=
0-51 Q G
NOTES•
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=110mph (3 -second guV(IRC2012)=87mph; TCDL=4.2psf; BCDL=6.Opsf; h=25k; Cat. 11; Exp B;
enclosed; MWFRost S (envelope) gable end zne and C -C Exterior(2) zone-, cantilever left and right exposed; end vertical left
and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1 -15 plate grip DOL=1 .15
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard
Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1-
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9
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10 7
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16 15 14
13 12 3x4 =
5xG =
0-0-0
20-0-0
z0-0-0
Plate Offsets X - fl5:0-3-0 0-3-0
LOADING (psf)TCLL20.0
SPACING- 2-0-0
CSI_
DEFL.
in (loc) 1/dell. L/d
PLATES GRIP
Snow (Ps/Pg) 13.9/20.0
Snow (Ps/Pg)
Plate Grip DOL 1.15
TO 0-13
Vert(LL)
0.00 11 n/r. . 120
MT20. 197/144
TCDL 7.0
Lumber DOL 1.15
BC 0.09
Vert(TL)
0.01 11 n/r 90
BC0.0
Rep Stress Incr YES
WB 0-07
Horz(TL)
0.00 10 n/a n/a
BCDL 10.0
Code IRC2012fTP12007
(Matrix)
Weight: 69 lb FT=i
LUMIRER-
BRACING -
TOP CHORD 2x4 SPF No -2
TOP CHORD
Sheathed or 6-0-0 oc purlins -
BOT CHORD 2x4 SPF No.2
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x3 SPF Stud
MiTek recommends that Stabilizers and required cross
bracing be installed during truss erection, in accordance
with Stabilizer Installation guide.
REACTIONS- All bearings 20-0-0.
(lb) - Max Horz 2=66(LC.14)
Max Uplift All uplift 100 Ib or less at joint(s) 2, 10, 16,
17,18, 14, 13,
12
Max Grav All reactions 250 Ib or less at joint(s) 2, 10, 15, 16, 17, 14,
13 except 18=287(LC 33), 12=287(LC 34)
FORCES- (Ib) - Max- Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
JOINTSTRESS INDEX
2=0-26,3=0.51,4=0.51,5=0.51,6=0.36,7=0.51,8=0.51,9=0.51,10=0.26,12=0.51, 13=0.51,14=0.51,15=0,31, 16=0.51,17=0.51 and 18=
0-51 Q G
NOTES•
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=110mph (3 -second guV(IRC2012)=87mph; TCDL=4.2psf; BCDL=6.Opsf; h=25k; Cat. 11; Exp B;
enclosed; MWFRost S (envelope) gable end zne and C -C Exterior(2) zone-, cantilever left and right exposed; end vertical left
and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1 -15 plate grip DOL=1 .15
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard
Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1-
Continixed on nacre 9
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4) TOLL: ASCE 7-10; Pr=20.0 psf (roof live load_ Lumber DOL=1.15 Plate DOL=1 .15); Pg=20.0 psf (ground sno ; Ps=13.3 psF (roof snow: Lumber DQL=1.15 Plate
D0L=1 _15); Category 11; Exp B; Fully Exp_; Ct=1.1
5) Roof design snow load has been reduced to account for_.slapp-
6) Unbalanced snow loads have been considered for this design.
7) This truss. has been designed for greater of min roof live load of 12.0 psf or 1,00 times Flat roof load of 13.9 psf on overhangs non -concurrent with other live loads_
8) All plates are 1.5x4 MT20 unless otherwise indicated.
9) Gable requires continuous bottom chord bearing -
10) Gable sluds.spaced at 2-0-0 oc-
1 1) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
12) * This truss has been designed For a live load of 20.0psf on the bottom chord In all areas where a rectangle, 3-6-0 tall by 2-0-0 wide will fit between the bottom
chord and any other members.
13) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 2, 10, 16, 17, 18, 14, 13, 12-
14) This truss is designed in accordance with the 2012 International Residential Code sections R502.11 .1 and R802.10.2 and referenced standard ANSI/TPI 1 _
LOAN CASE(S) Standard