HomeMy WebLinkAboutFinal garage review 1641 73.5 Ave Date:7/27/2022- 11:39 AM
Design Name:Garage Design ;. G
Design ID:318854595310 't✓ y®� , D sign&Buy-
Estimated Price:$14,961.81 /
*Today's estimated price.Future pricing may go up or down.Tax,labor,and delivery not included, i �11 GARAGE
How to recall and purchase your design at home: How to purchase your design at the store:
❑if . ,
1.On Menards.com,enter"Design&Buy"in the search bar
Ott 2.Select the Garage Designer 1.Enter Design Building Mterials Department
ID:318854595310 at the Design-it Center Kiosk in the
3.Recall your design by entering Design ID:318854595310 2,Follow the on-screen purchasing instructions
4.Follow the on-screen purchasing instructions
jEr
Garage Image
APPROVED
Jensen D08/04/2022
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SEPARATE PERMITS FOR: ELECT, PLUMB. MECH.
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Date:7/27/2022 - 11:39 AM
Design Name:Garage Design Design&Buy-
Design 1D: 318854595310
Estimated Price:$14,961.81 GARAGE
*Todoy's estimated price.Future pricing may go up or down.Tax,labor,and delivery not included
Floor type(concrete,dirt,gravel)is NOT included in estimated price.The floor type is used in the calculation of materials needed.Labor,foundation,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 offer and there can be no legally binding contract between the parties based on
this estimate.The prices stated herein are subject to change depending upon the market conditions.The prices stated on this estimate are not firm for any time period unless specifically written otherwise
on this form.The availability of materials Is subject to inventory conditions.
MENARDS 15 NOT RESPONSIBLE FOR ANY LOSS INCURRED BY THE GUEST WHO RELIES ON PRICES SET FORTH HEREIN OR ON THE AVAILABILITY OF ANY MATERIALS STATED HEREIN.All 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 quality.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 GUEST.BECAUSE OF WIDE VARIATIONS IN
CODES,THERE ARE NO REPRESENTATIONS THAT THE MATERIALS LISTED HEREIN MEET YOUR CODE REQUIREMENTS,THE PLANS AND/OR 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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Date: 7/27/2022- 11:39 AM r`
Design Name:Garage Design Design&Buy-
Design ID: 318854595310 .I
Estimated Price:$14,961.81 GARAGE
*Today's estimated price.Future pricing may go up or down.Tay tabor,and delivery not included.
Dimensions
Wall Configurations
*Illustration may not depict all options selected.
Maintain Min 5 feet to property line
�- T ..-
_ , - u _ I{icey3
xiy.t E x e"'
97' 3. 49"
Provide min 115 MPH wind rated Flash all exterior openings
garage doors
ENDWALL B 51DEWALL D
Ideal Door®Designer 10'x 8'White Insulated 36"W x 36"H JELD-WEN®Vinyl Slider
36"W x 36"H JELD-WEN®Vinyl Slider
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For other design systems search"Design&Buy"on Menards.com
Date: 7/27/2022 - 11:39 AM
Design Name:Garage Design Design&Buy
Design ID: 318854595310
Estimated Price:$14,961.81 GARAGE
*Today's estimated price.Future pricing may go up or down.Tax,labor,and delivery not inclu ed.
l �lJib
yga. "POW_r..
24 Provide treated bottom plates in
basements and proper sized framing
SIDEWALLC nails. ENDWALLA
Min. 6" clearance from
framing/siding to ground. Call for framing inspection
prior to building wrap/ siding.
*Some items like wainscot,gutter,gable accents,are not displayed if selected.
Provide fire resistant construction on garage walls less than 5
feet to the property line including 1 hour under-side of eave per
R302. See listed 1 hour wall UL 263 or equal.
Anchor bolts: min 7" embedded in concrete,
min 2 per sill, min. 12" from plate ends, min.
6 ' O.C.
For other design systems search"Design&Buy"on Menards.com
Date: 7/27/2022 - 11:39 AM '°
Design Name:Garage Design Design&Buy-
Design ID: 318854595310
Estimated Price: $14,961.81 GARAGE
'Today's estimated price.Future pricing may go up or down.Tax,tabor,and delivery not included.
Materials
Building Info
Building Location Zip Code: 55432
Building Width: 32'
j Building Length: 24'
Building Height: 8'
Curb: Concrete Block
Concrete Block Rows: 2 Rows Min 8 inch block with 2 rows or
Concrete Block Type: 4"Standard more
Wall Framing Stud: 2"x 4"
Roof Framing: Truss Construction
Truss Type: Common
Roof Pitch: 4/12 Pitch
Eave Overhang: 24"
Gable Overhang: 24"
Custom Garage Plan: No I do not need a custom building plan
Wall Info
Siding Material Types: Vinyl
Vinyl Siding: ABTC00 Cedar CreekT" Double 4"- Prairie Wheat
Vinyl Corner Trim Color: Prairie Wheat
Accent Material Type: None
Wainscot Material Type: None
Wall Sheathing: 7/16" OSB (Oriented Strand Board)
House Wrap: Kimberly-Clark BLOCK-ITO9'x75'House Wrap
Gable Vents: None
For other design systems search"Design&Buy'on Menards.com
Date: 7/27/2022 - 11:39 AM —�
Design Name: Garage Design Design&Buy-
Design ID:318854595310
Estimated Price: $14,961.81 GARAGE
*Tadoy's estimated price.Future pricing may go up or down.Tax,labor,and delivery not included.
Roof Info
Roof Sheathing: 1/2"OSB (Oriented Strand Board)
Roofing Material Type: Exposed Fastener Steel Panel
Exposed Fastener Steel Roofing: Cut to Length Pro-Rib V Steel Panel -Brown
SnowBar Trim: None
Roof Underlayment: #30 Felt Roofing Underlayment 3'x 72' (216 sq.ft.)
Ice and Water Barrier: Hydraguard Dual Pro High Temperature Ice&Water Barrier 39-3/8"x
61'(200 sq.ft.)
Fascia Material Type: Steel Fascia
Fascia: 12'Steel L-6 Fascia-White
Soffit Material Type: Steel Soffit
Soffit: Steel Vented Soffit Panel-White
Gutter Material Type: None
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Openings
Overhead Door: Ideal Door® Designer 10'x 8'White Insulated
Overhead Door Trim Type: Vinyl
Vinyl Trim Color: White
Windows: 36"W x 36"H JELD-WENS' Vinyl Slider
Windows: 36"W x 36"H JELD-WEN® Vinyl Slider
Additional Options
Ceiling Insulation: None
Wall insulation: None
Ceiling Finish: None
Wall Finish: None
Anchor bolt: Grip Fast® 1/2"x 10" HDG Anchor Bolt w/Nut&Washer
Framing Fasteners: Grip Fast® 3-1/2" 16D Vinyl-Coated Smooth Shank Sinker Nail -5 lb.
Box
Sheathing Fasteners: Grip Fast® 2-1/2"8D Vinyl-Coated Smooth Shank Sinker Nails
Truss Fastener: FastenMasterO TimberLOKO 5/16"x 6"Hex Drive Black Hex Head
Wood Screw-50 Count
Overhead Opening Hardware: No
For other design systems search"Design&Buy"on Menards.com
Date: 7/27/2022 - 11:39 AM .
Design Name:Garage Design Design&Buy-
Design ID: 318854595310
Estimated Price: $14,961.81 GARAGE
*Today's estimated price.Future pricing may go up or down.Tax,labor,and delivery not included.
Midwest Manufacturing Truss: C11032
Address 1 JobNane: ltESSTOCIC
Address 2 Data 02/22/17 0926:55
City,States Zip pasts l of 1
SPAN PrrCH QTY GEL OHR CANTL CANTR PLYS SPACING WGT/PLY
32-M 4/12 1 2-0-0 2-0-0 0-0-0 0-0-0 1 24 in 104 lb.
36.0-0
2.0-0 5-10-6 5.0-12 5-0-12 5.0-12 9-0-12 5-10-8 2-0.0
5-10-5 10-11-4 16-0-0 21-0-12 215-1-13 32-0-0
5. -
1.51t4� 1.5g4 1
�+ A 12 1.524\ 1.SxA/ �4
M1� 6
� c%a
_ 5Y,
-
1T
,i pp 12
- 4x6 S-J - 5x8-
I
0-0-0 0.0.0
i0-11-4 10-1-8 10-71-4
i 0-11-4 21-0-7 2 32-0-0
All plates shown to be Eagl o 20 urdesa othc—isenoted.
Loading(psf) General CSI Summary Deflection L/ (loc) Allowed
TCLL: 42 13Id8Ccd6: IRC 2015/ TC: 0. L L
98(6-7) Wet TT-- 0.8 io L/469 9 L/nQ
Srrow(PsPg):42/60 TPI 1-2007 BC: 1.0000-1) [Eat I 0.49 in /766 9 L240
rrease:TCDL: 10 Rep Mbr rn Yes V&b: 0.82(2-30) Ha-d TL: 0.2ic 7
BCLL: 0 I—boe D.OI-: 115%
BCDz: 10
Reaction Summary
77 Br Combo IBIZVA.th R d8 W&h Max Roaot Max G—U Max MWFRSt.I 't Mox C&CU lift M—TJ J7ft M—Tloriz
1 1 3,5m 344 in %1921bs -3331bs -3331bs -7 ma
7 J 3.5 13 344io 2,1921bs -333 lbs -333 lb. -
Material Summary Bracing Summary
Tr- SPF 42 2.4 •1C H-ULW, St"bad
PC SPF 165UI 5 2.4 l3C Brad.& Sb—d d
Webs SPF Swd 2 x 3 nxoept
4-10 SPFN2 2x 3 4-8 SPFa2 2.3
Loads Summary
7)Tlris rayss has beaodebippedfx Baeeffecrs of bola ed and uabalacced slm.loadsfor L'pa/gablss is accordance wirhAS1 7-10vii:it t}x foilou�gaar�defieed iop,a:Wpsf Fovod
snow load,'Ruraio Category B,F.xpasu<o Category F.Hy Exposed(Cc=0-9),Risk Catcgmyn(I=1.(j0),•Ibarmal Coeclitim Cold veodlated(Ct=1.1),DOL=1.15.Tj—xilat d.If tbn
roof coofigvratibo ddfersfrern bip/gpblc.Building Aesig,er�ll vedfy mow lmd�.
2)'Ihis Huss has beondes�ed to accourafec ehs effaces of ice damsformiog at tlos eaves
3)•Ihis rrusslonsbxodevgoed£oc,bneffact'of..,anti loads io aecardama widtASCE7-lO wYh the followioga rde5 dir�n: 115 mpb(Faetomd),FSepomro B,FneJoxd OabldlEp,
Aisk Catag6ry II,Ow all H1dgDims 25 R x60fT b=15 R,�d 2eon'flvss,H othnod asebs considered.DOL=1-60
A)Minimum Aora�attic load ghas been applied inaccordance wi hTRC 901.5
Member Forces Summary Tarr>mdk...a a y-.ones,csl,rasa-:k mr�4 0--—P.. a iA C-9 only Lr,na gaeae tba,3001ba as aao—in Nia t tic
Zr 1R 0,976 1.11 6lhs 34 0.762 •4,22a Iba 5d 0.7564,2311bs
2-3 D,756 4.231 lM d5 0.782 d,21A lbs 6� 0.976 •5.07616a
HC 7A 1,003 4745[ba 46316a 6•]0 0.738 29511bs -19016s ]0-] 1.003 47a51b -0631ba
Webs 2-10 0818 -894 fbs d-10 0.613 1,7841bs (-16;Iba)54S 0.366 -77916a
3-10 0,368 -779 Ebs 4B 0.613 1,7541ba (1431bs)6$ 0.616 -894 lba
JSI Summary
1=OH7,2=0.74,S=0.54,4=0.92,5=0.54,6=0.74,7=0.87.8=0.96.9=0.63.and 10=0.96
Notes
1)Unlnsscotad otlacrwise,do net cart or akar anytr ow—rfkber or plate v irhovt prier approval from a Pcofeiorvl fir.
21 Y4=tbotmu bubeen clmseefwgua&tyasaataoceivspectio4tlw DbuhiePolygm McWodper'PPI 1-7007/Chap-3zballbnvxd.
3)T1oe fabrication rdermw fur BLs roof ayssis 0 9b(Cq=1.00).
4))barn bottom rbordwids approved d—ffii g oe purlios pu Bracing Summery
5)Cmep has boo.c sift—'ed in the aealys of NaS tr-
6)Lined wlod uplift reactioasbawd oa MWFR-4&C&C load.&
ALL PERSONS FABIUCAMNO,HANDLING,ERECIING OR INST4LLIJG ANY TRUSS BASED UFCN THIS'MTJSS DESIGN DRAWINO ARE INSTRUC=TO RIFE3RTOALL T—Build®Soft re v5S.2.240
OF TEElNTRTJ=CNS,LIMMATTONS AND QUALIFICATIONS SFT FORTE INTAHEAOL13 ME0II.PR®UC•r3 DESIGN N(7rE.9 ISSUJD V,+iT1i THIS DESIGN AND FagleMUal Ptoduas
AVAILAHLEFRCM EAGLZ12CN REQUEST DESIGN VALID ONIS'Wt3EY EAGLE=ALCONNEt'rC¢iS ARE USED. Ddlw.7x 7523a
For other design systems search"Design&Buy"on Menards.com
Date: 7/27/2022- 11:39 AM "
Design Name:Garage Design Design&Buy
Design 1D: 318854595310
Estimated Price:$14,961.81 GARAGE
"Today's estimated price.Future pricing may go up or down.Tax,labor,and delivery not included.
Job Truss Truss Type City Ply
QTRECO744756 TIDE COMMON 2 1 Job Reference(optional)
Midwest Manufacturing,Eau Clair&,WI Run-9_4 S OAug 16 217,21 Print:8.40D SAu0162021 MITek Industries,Mc Mon Jul la 14:23:39 Page,1
I O:wLPOC_WYAI mAevrl ns5_M26y6nvMjnlfl46DbPBNHSkMiPHY3kgCHTCI_,rV872yw.v3
18-0.0 32-0-0
16-0-0 16-0-0
4x4-
8
5 7
41� 4 8
N 2 25 3 9 26 10
d sl S
S S 3
S
1 1
Q.0¢ 1 11
20 19 5 14 13 12
4XBr Sv6= 4x8e
32-0-0
Seale=1:55.8
Plate Cffsets(X,Y):[1:o-2-12,0-0-6],
Loading (psfl Spacing 2-D-D CSI DEFL In (loc) 11def Ltd PLATES GRIP
TOLL(roof) 25.0 Plate Grip DOL 1.15 TC 0.55 Vert{LL) Will - n/a 999 MT20 1971144
Snow(Ps1Pg) 24.3/35.0 Wm her DCL 1.,15 BC 0.53 Vert(TL) nfa - nfa 999
TOOL 7.0 Rep Stress Incr YES WB 0.23 Horiz(TL) 0.01 20 nfa n/a
BOLL 0.0 Code IRC2018rrPI2014 Matrlx-MS
BODL 1D.0 Welght!lW 1b FT=1556
LUMBER BRACING
TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 10-0-D oc purllns.
BOT CHORD 2x4 SPF No.2 SOT CHORD RI Id cellindi directly aonll6di 6-D-D oc bracln
OTHERS 2x4 SPF Stud MiTek recommends that Stabilizers and required cross bracing be
REACTIONS All bearings 32-0-0. Installed during truss ereetlon.In accordance with Stabilizer
(lb)-hoax Horiz 1=54(LC 14) Installation guide.
MaX Uplift-All uplift 10D(lb)or less at]olnt(s)1,11,14,15,17,18 except
12=103(LC 15),13=-208(LO 34),19=-2D8(LC 33).20=103
(LO 14)
Max Grav All reactions 25D(Ib)or less at]olnt(s)1,11.13,15,17,19
except 12=775(LC 34).14=315(LC 21),16=480(LC 2),
18=31 5(LC 20),20=775(LC 33)
FORCES (lb)-Max.CDmp.fMax.Ten.-All forces 250(lb)or less except when shown_
TOP CHORD 1-2=348/567,2-25—81415,3-25=6/453,3-4}41519,4-5=0f505,5-6=01499,6-7=0/499,7-8=01505,8-9=0151 9,
9-26=014 5 3,1 0-26=0141 8,10-11=-471567
HOT CHORD 1-2D}467J324,19-20=-462178,18-19=-4B2(78,17-18=452J75,16-17=452f78,1516=-452178,14-15=-462178,
1 3-1 4=46217 8,12-13=-45ZOB,11-12=-46078
WEBS 5-1 6-41 313,2-20-4971145,10-12=-4971145
JOINT STRESS INDEX
1=0.54,2=0.57,3=0.51,4=0.51,5=D.51,6=0.33,T=D.51,8=0.51,9=0.51,1D=0.51,11=02T,12=D.51.13=D.51,-14=0.51,15=0.51,16=0.22.17=0.51,18=
0.51,19=0.51 and 20=D.51
NOT"
1) Unbalanced roof live loads have been Considered for this design.
2) Wind:ASCE 7--16;Vult=1151rph(3-second gust)Vasd=91m ph:TCDL=42psf;BCDL=6.Opsf;h=25ft:Cat.11;Exp B:Enclosed;MWFRS(envelope)exterlorzone and C-C
Exterior(2)zone;Cantilever left and right exposed:end vertical left and right exposed;C-C for mem bers and forces&MWFRS for reactions shown;Lumber DO L=1.60 plate
grip DOL=1.50
3) Truss designed forwlnd loads In the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Detalls as applicable,or consult
qualified building designer as per ANSIrl-PI 1.
4) TOLL:ASCE 7-16;Pr=25.0 psf(roof LL:Lum DOL=1.15 Plate DOL=1.15):Pg=35.0 psi;P5=24.3 psf(Lum DOL=1.15 Plate DOL=1.15);is=1.0;Rough Cat B:Fully Exp.;
Ce=0.9;Cs=1.00;Ct=1L10
5) Roof design snow load has been reduced to account for slope.
6) Unbalanced snow roads have been consl dered for this design.
7) All plates are 1.5x4 MT2D unless otherwise indicated.
8) Gable requires continuous bottom chord bearing_
9) Gable studs spaced at 2-0-0 oc.
1 D) This truss has been designed for a 10.0 psf bottom Chord live load noncon current with any other live loads.
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Date:7/27/2022 - 11:39 AM
Design Name: Garage Design Design&Buy-
Design ID:318854595310
Estimated Price: $14,961.81 GARAGE
*Today's estimated price.Future pricing may go up or down.Tax,labor,and delivery not included.
Job Truss Truss Type ❑ty Ply
OTREC0744756 TIDE COMMON 2 I Job Reference(options l)
Midwest Manufacturing,Eau Ctake,WI Run:8A S DAug 16 2021 PrIrA!8.400 SAu0162D21 MITak Industries,Inc.Mon JUI1a 14-.23!39 Page:2
IC:wLPOC_NWA1mAevr1ns5„foyz$yo-nwW1nlf46ObP8NHSkMiPHY3kgCHTci ArVB72ywo3
11) -Thl s truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-05-00 tall by 2-00-00 wide will Tit between the bottom chord and
any other members.
12) Provide mechanical Conn eetlon(by others)of truss to bearing plate capable ofwlthstanding 1DD lb uplift atJolnt(s)11,1,17,18,16,14 except 0t=Ib)18=208,213=1 D2,13=208,
12=102.
13) This truss Is designed In accordance with the 201E International Residential Code sections R502.11,1 and R802.10.2 and referenced standard AN SI/TPI 1. _
LOAD CASES) Standard
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• BLNE30237833
CASHIER:Please staple receipt to back, SPECIAL ORDER CONTRACT
GUEST COPY (t
MENARDS-BLAINE Sturc 1'#3188 GUEST NANIE-ADDRESS-PHONE
10251 Baltimore St.NE Fax:7637863436 glcnn Martin
,-:.._ .. Bl Blaine,MN 55449
123
IMPORTA ainc MN Email'
NT
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1,Verily quoted product and quantity Phonc:651402261 b
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Design ld:318554S95100
Y. ... 1it7=F III)[.DESCRIPTION' SKU UNIT PRICE
Ri7£REI]' PRfFf.
9 RES-24'41d220H2OC6211STOCK I1171306 S14•€,R, SIJ03,70
Type:Common
Span:24'
Pitch:4112
Bottom Pitch:0112
Heat Height:3-15116"
Loll Overhung:2'
Right Overhang:2'
Left Ca tilcvt:r:0
.Right Cantitcrcr:0
Loading:42-10-o-10
t' END 24'RES 4112 20H STOCK 1871322 5167.96 5 l62 n6
Type:Standard End
Span:24'
Pilch:4112
Bohan,Pitch:0/12
Hcel Hcighh 3-15/16"
Lell Overhang:T
Right Overhang:2'
Left Cantilever:0
Right Cantilever:0
Loading:42-t 0-0-10
READ THIS CONTRACT CAREFULLY.The terms and c(;ndi6uassct ford)in this document arc u compktc and final expression of (CONTINUED ON NEXT PAGE)
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BI N
IMPORTANT Blaine, Email:c M 123
B LNEBuildi ngmatcrialstre•mcnanls. m cn
Blaine,MN 55444
1.Verify quoted product and quantity Phone:6514.022616
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f
I
...............::.....:............................. Desi. n1d:318854595106
O DESCRIPTION SKU UNI.TPRICE L PENE
PRICK
Notes
Attention:BRIAN Kc
CUSTOMERIBUILDING DESIGNER MUSTREVIEW AND VERIFY ALL DIMENSIONS AND INFORMATION
VERIFY QTY,QTY CHANGES PRICE
LUMBER,PLATING,AND WEBBING ARE SUBJECT"r0 CHANGE
24-0-0 Span,4/12 Pitch,2-00-0 Spacing,2-0-0 Overhung,6-0-0 Left Cantilever
QTR Number:QTREC0746158
Quoted By:Mason Sherman
READ THIS CONTRACT CAREFULLY.The teens aid conditions set forth in this document area contplcle and final expression of
.the par'rica.The contract Canhet be uI[cred lxeept i1y N'fltll'R IRStruntent explicitly signed and cxcculed by the General Manager.Any and SUB-TOTAL: $1.471.00
all claims under this ronttact must be brought within one year of purchase,"Custout made"special order merchandise purchased from
Menards is NON-REFUNDABLE."Non-custom made"Special order praduct any be refunded at Menards sole discretion with o SHIPPING CHARGES`
75%restocking fee.Purchaser is responsible for providing to Menards all nicasurcltwnls,sizes,and colon;stated obove.Purchaser's
';exclusive remedy,irany product is defeclive or faits to conl'onn to the teats of the contract,is replacement of the produc6 All defects and PRE-TAX TOTAL: $1,471.66
nun-conformities must be reported to Mcnards within 3 days of rceciving the produce Purchaser underslatds that all product is sold"AS
1s'.and the manufactures warranty,irany,is controlling,MENARDS MAKES NO WARRANTIES,EXPRESS OR IMPLIED AS VENDOR:EAU CLAIRE DISTRIBUTION CENTER
TO'LHE MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE OFTHE PRODUCT,There are no
representations shot the products listed herein meet local,state,or federal code requirements..Mcnards Itabi[it y shall not exceed the
purchase price of the products sold.MENARDS SHALL NOT BE LIABLE FOR ANY SPECIAL,INCIDENTAL,OR
CONSEQUENTIAL DAMAGES.Mcnards agrees to snail Purchaser when the product is available Inn.pick-up:1 f Purchaser fails to For the most accurate and up-to-date status of your order,please
provide an email address,it is Purchases responsibility to check the status orthe under by visiting MGnards.curn.df Pnrc})a5L•!r4ovs er
fails to pick up the product within 14 days from the date of its availability,Mcnards may liquidate the product and shall be entitled to a visit:
•.25/restocking fee_Menards may withhold any payment received as partial satisfaction.Purchaser agrees that Menards is not liable ifthc www.menard$.eom
vendor,which supplies the product on this contract,foils to perlbmt:Pnrehoser agrees that any and all controversies or claims arising out
of or totaling to this contract,or the breach thereof shall be xculed by binding arbitration administered by the American Arbitration If this is a partial pickup,please verify all quantilieslitems being
Assoc ation under its applicable Consumer or Connncreial Arbitration Rules,Purdrascr agaxs that all arbilmturs selected shall be signed for.Mcnards is not responsible for shortages oiler leaving the
allurncys.This provision shall supersede any contray ntle or provision ofdtc foram state.YOUR PURCHASE OF THE PRODUCT
ON THIS CONTRACT CONSTITUTES YOUR AGREEMENT TO ALL TERMS AND CONDITIONS STATED ABOVE. yard..
�, rl l�l ill Ikll l`I ICI ll
30237a33
I a
c
Job Truss Truss Type city Ply
I
OTRECO746158 T1 COMMON 6 1
........... Job Reference(o_�one!)
._
Mfdwed Manufacturing,Eau-Claire,Wi Run:8 4.S 0 Aug 15 2021 print:$.400 S Aug 16 2021-MiTels Industries,Inc.Tue Jul 2611;10:M Page:1
ID:s?ot.E7Pg69pBQYBFA7m1A5yuD4T-dha2xsghfgdT6CXr9_411glgEFL?gIBN4rFgWyuCzg
-2, 0 : -Ko i�•o o -t7 -2
2-10 s 110 10 6 5-7-2 e a 14 2-a o
r
4�2 4
18 AN �
2
�S1
- 11'
4x4= 4x6= 3x4= 4x4=
2x4 a 4x4=
6.1-12
Er0 0 I &3 4 'I 15-812 24-0-0
6 0-0 0�!1221 8 7-5.8 $3 4 I
Scale=1:49:9
Plate Offsets(X,Y):[6:0-2-e,EdgeJ
Loading (PSI) Spacing 2-0-0 :CSI DEFL in (lot) Ildetl Ltd PLATES GRIP
TOLL(root) 35.0 Plate Grip DOL 1-15 TO 0.84 Vert(LL) -0.11 13-17 >999 Z40 MT2D 1971144
Snow(PsfPg) 34.7150-0 Lumber DOL 1.15 BC 0.70 Vert(CT) -0.22 8-17 >991 180
TCDL 7.0 Rep Stress Inor YES `W8 0.78 Horz(CT) 0.03 5 n1a nla;
DOLL 0.0' Code IRC201BlfPIZ014 .MatrIX MS
BCDL 10.0 Weight:76 lb FT=15°l0
LUMBER BRACING
TOP CHCHD 2x4 SPF 165GF 1,5E TOP CHORD Structural wood sheathing directly applied or 4-6.11 to purlins.
SOT CHORD 20 SPF No.2 BOY CHORD Rigid ceiling directly applied or 4.8-8 oc bracing.
WEBS 2x3 SIFF Stud WEBS 1 RoyJ at MIdot 4-1.6
REACTIONS (Ibislze) 6=9221fY38,(min.01-13),11=1890103 8,(min.03 2) MITek recommends that Stabilizersand required cross brating be
Max Horiz 11=58(LO 15) Installed du ling truss erection,In accordance with Stabilizer
Max Uplift 6-120(LO 11).11=-275(LC 10) installation guide.
Max Grav 6=1151(LC 22).11=200D(LC 21)
FORCES (lb)-Max.Comp.lMax.Ten.-All forces 250(lb)or less exceptwhen shown.
TOP CHORD 2-18-378l1361,318=-36511457,3-4=-2471712,4-5-1539190.5.19=19961135,6-1 9=-21 3511 22
SOT CHORD 2-1 1=1 29114 07,1 0-11=-1 3541354,9-10 321723,8-9=3 2172 3,6-87-7111 9 84
WEBS 3-10=1D011302,4-1D=-11511212,4-8=-1 511 0 45,5-8-8081145,3-11-18521243
JOINT STRESS INDEX
2=0.79,3=0.64,4=0.83,5=0.51,6=0.83,8=0.70,9=0.79,11)=13.59 and 11=0.81
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) W!nd:ASCE 7 16:Vult=115mph(3second gust)Vasd=91mph:TCDL=4.2psf:BCDL=6.0psf;h=25ft;Cat.11,Exp B:Enclosed;MWFRS(envelope)exterior zone 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 reactlons shown;Lumber DOL=1.50 plate
grip DOL=1.60
3) TCLL:ASCE 7-16:Pr=35.0 psf(roof LL:Lum DOL=1.15 Plate DOL=1.15);Pg=50.0 pe;Ps=34.6 psf(Lum DOL=1.15 Plate DOL=1.15):Is=1.0;Rough Cat B.Fully Exp.;
Ce=0.9;Cs=1.00;Ct=1.10
4) Roof design snow load has been reduced to account for slope-
5) Unbalanced snow loads have been considered forthis design.
6) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of34.6 psf on overhangs non-concurrent with other live loads.
7) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads.
B) -This truss has been designed for a live load of 20,Dpsf on the bottom chord in all areas where a rectangle 306-00 tall by 2-OD-00 wide will fit between the bottom chord and
any other members.
Provide mechanical conneetlon(by rs)of trussto bearing plate capable ofwithstanding 120lb uplift atJolnt Band 2T5lb uplift atJoint 11.
10) ssis designed in accordance the 20181ntennational Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/rPl 1.
LOAD CQ5E(S Standard
Provide metal
connectors/ H-clips
Midwest Manufacturing Truss. C11124
Address 1 lbbName: )ZESSTOC1tENDS
Address 2 Date: 0=2117 09:35:29
1 City,State Zip Page' 1 Of.1
l:
SPAN PITCH QTY OJHL OHR CANT L CANT R PLYS SPACING WOTIPLY
24-0-0 4112 1 2-0-0 2-0-0 0.0-0 0-0-0 1 24in 82lbs
.... .. _
j 2B-0.0 _....
2-0-0 12-0-0 12-0-0
12 0 0 24-0-0.:.
4x4•-
-
T s
1 T 2� .ea„aPIbit�.*'.=5 �`�����1�
I ..
I
0-0-0 0.0-0
24-0-0
24.-0-0
All plates Aown lobe Eagle 20 unless otherwise noted.
Loading(psf) Q lei it, :S`unSina%y Deflection I! Allowed
TCLL. 4Z 61d T%ila.:. LtiG7B:l3J. TC:. 0.77¢I.1-11)+ Mu1 CL QO7 n L/999 (11-12) L!180
Smn(Ps/Pg1:42Y0 - Tel;%S wtDi lEC:; 0.10:(11-I21 vcrtLlr: Oio L1999 12 Ll240
TCDI.: 10 RtgllFr;l ,a+ie:..i?le Sb. Q00izs ,F� H--M Ob
)3CLL: 0 TntiikarTJ: z. 7;FS�Fi
HCDL: 10
Reaction Summary
BrgCombo Br l>ddrh NHaxReart AwReact MaxCkavupm- ldaxMWRRSUniift MaxC&CUAg MexLirlift Max Hod".
1 560163 166Plf -34bs 7lbs .149les -149kr -1221s
Material Summary Bracing Summary
TC SPF922x4 TCBraciog SbaadmdorPurl'tosit6-3-0.Puliud:sipbyObem
BC SPFN22x4 HCBraro; SbcalbedotPurliosatlO-O.O,PuYndapbyOtbsrs
Wrbs SPF Stud 2 x 4
Loads Summary
1)71dstmssba3beeu4ndFpadfcrtbae8brbnfbaiatuedanduoba1atued=wloadsfechipslgablesioaccocdaccewahASCfi?-10wt14theJ*Mvbfg definedinput 60psfground
mowlcad,TLrrainCategoryB,ExposureCattVryFuOyHVwaed(Ca=0,9),Ris1-CategoryII(I=].00),ThermalCeoditioo Cold w sated(Ct=].]),]JOL=1.15..%-notated.iftheroaf
eonSPlxadon&ff—kombipipable,Bui ftl)-igper sha0seaify soowloads
Tlsis trus3basboeade4dFad to acmut for dzeffect5 ed ice damsforndng at the taws
3)'[)risttasshubeendes[�edfardxeffeeLe£windlasdsinaer�rdancnwiihASC67-10vr5hdzfollowinglwrdefiadiBnf 115raph(Facto cr ,Expo re E,EnAo�d,G3bl.Up,
Rislr CatGgary ll,O era]i BldgDims 251Y x60ft b=tS ft Pnd LoneTnnc H othead twbscom der'd.DOL=1.50
Member Forces Summary 'rLfln iadicates:NGratet IO,msx CSi,mu axi4 Fuca fmx�nrnpr.£scaiFdithranl5au m.9,nia�.4 ml fa,ly Fs,a,ga:lc Ins.3O�1tu an xhcur in tbir oatla
-W
0;064 :310abs
:GII2 O.Q69 4)C lG
JS1 Summary
1=0.48,2=0.76,3=0.55,4-0,55,5-OS5,6=0.47,?-0.55,8=0,55,9=0.55,10=0.76,11=0.48,12=0.79,13-0.57,14=0.57,15=0.57,16=0.19,17=0.57,13=0.57,19=0,57,and 20=0-79
Notes
1)Unlessnotedotberwne,do not exit or.akwanyttvssmemberor plate wilhaat prior appcwalfmmaProfis�o�lFFnBt r.
2)Gableregirmeontirx a bottom chordbatiog
3)GaWe webs placed at 21"OC,U N.O,.
4)Attachgabk webs with 1x420ga plate%U.N.O.
5)Hneingslwwnisfaia-plamregisremwks.Fore#t-of-p7stnreglieemeats,refer toBCSI-B3pubb"dbytbe-SBCA.
6)Whenth'sttus5lasbeea chosen for quakyanuraocelosprr tbq tha Double Polygon Metbodpu ITI 1-WsChapac 3"HI.surd,
7)T1ta falxicadoa toluatne for this roof umsaia 10%(Cq=0.90).
8)Creep basbma oeasidered So tine analysis of dms Iron,
9)IhwtooaptivereaWomingravkyloadeasm,q*c3alw ce,donsbrthebr log sutfamatjdrs12.20 may oeadtobecooddered
10)Listed windupfiflreaedi band onMYTRS&CS,C1oadng
AILPMLSCNSPAB1tICATING,RODLINO,MUrTWOOR7NSMUNGANYTRUSS BASED UPONTMS TRUSS DESIGN DRAWIMAREINSTRUCTEDTORHFFRTOALL TrueBuild®S ftwa.,,5S.2.240
OF IF�INS1XtUCT10NS,LiM1951[IONSAND QUAUPICATIONSSEPFOXMINTHEEAOIEME711LPRCDUCTSDEW04 IC MISSUBDWI'CNTHSDHSIGNAND Eagle MetalNodmts
AVAnAB1E 37113A FAGLBUPON REQUEST,D ESIGN VALID ONLI''WfIEN EAOIBMHTALCONNECCCRZ AREUSBD Dst.,W 75234
Product roust be paid for before it tri8 be se �3Arc*ode 1t()YtaCT�21t�CttD I;ITt1':t12k:4.
ordered from our vendor.Prices shown are a tr
vx1W today only. PAGE 1 OF 2
BLNE30237834
CASHIER:Please smple receipt toback_ SPECIAL ORDER CONTRACT
1 GUEST COPY i }
i
t .. ....-....
I MENARDS-BLAINE Store#3188 GUEST NAME-ADDRESS-PHONE
10251 Balfirnore St.NE Fax:7637863436 glenn Martin
IMPORTANT Blaine,MN Email: 123
DLNEDuildingmatctinL+r�r:menards,com E.Vivify quoted prueluct mud qti;irttiiy Blaine,MN 55449
Pllone:6514022616
2,Product will be ordered upon payment SOLD BY _. . ....... ._. QRDE.R.DAT'E.,.
3-Track order onMcnards,com BRIAN K. 7/.2.6/2022 ADDITIONAL INFORMA'110N
4.Pick up ordo•widtin 14 days o€arrival at "E5TIMATLD DELIVERY DATE NOT BINDING ON VI912022 Delivered to MENARDS-BLAINE,MN
stop(N/A-Deliveries and Pickup at Plant) MENARD INC.BASED ON PROMISES BY OTIiERS Mcnards store.
5,Retain receipt
Designld:318854595106
... 6t.EN)h)
Ell. DESCRIPTION SKU UNIT PRICE 1!.KIM, .
G...-.. 24.0-0 Common 4112 10041547 S170,74 S 1.024.44
Type;Common
Span:24'
Pitch:4112
Bottorn Pitch:0112
Meet Hcight:3-15116`
Lell Overhang:2'
Right Overhang:2'
Left Cuniiletv:r:6'
Right Cantilever;0
Leading:35-7.0.10
1 24.0-0 Conunon Structured End 4112 1004547 S220,03 S31_0.03
Type:Structural End
Sparc.24'
Pilch:4A 2
Bntronl Pilch:0/12
Heel Height:3-I5116"
Left overhang:2'
Right Overhang:2'
Loll Cantilever.6'
Right Cantl1mv:0
Loading:3S-7-0-10
-READ THIS CONTRACT CAREFULLY.The terms and conditions set forth in this document area complete and final cxprcssiun of (CONTINUED ON NEXT PAG E
the parties.The contract cannot be uttered citeept by written instrument explicitly signed and executed by the General Manger.Any avid
all claims under this contract must be brought ivilhin one yearofpurchase."Custom node"special order nmrchandlst purchased from
Mennrtls is NON-REFUNDABLE."Non-custnul made"Special order product may be refunded at Menards sole diacrction with a
25%restuektng fee,Purchaser is responsible for providing to Mallards all measurements,sizes,and colors stated above,Rrrduiser's
icsclwirc remedy,irony product is derectis or fails to conform to the terms of the Contract,is replacement of tile.produet.All dcructs and
nuniunfonniticsvust be repotted to Menards within 3 days lif rccciving like product„Purchaser understands that all product is sold"AS
[S"and Oro manuracturer s R•urr rmty,slang,is cuntiulling.MENARDS MAKES NO WARRANTIES,EXPRESS OR IMPLIED AS
TO THE MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE OF THE PRODUCT,7lure are no
represcntatiois that the products listed herein meet local,state,or federal code requirements,-Menards liability shall not exceed the
purchase price of the products sold.MENARDS SHALL NOT BE LIABLE FOR ANY SPECIAL,INCIDENTAL.OR
CONSEQUENTIAL.DAMAGES;.Menards agrees to email Purchaser when the product is available for pick-up.I r Purchaser!'ails to For the most accurate and up-lu-datc.minus of your order,please
,provide an email address,it is Pureliastes rusponsibilily to check the status of the order by visiting Mraiards.cum:If Purchaser M-Aiws ur risii:
fails to pick up the product within 14 days from the date of its availability,Mcnards may liquidate the product And shall he entitled In a
25%restocking fee.Menards may withhold any paymanl received as partial salisraclinn.Purchaser agrees that Menards is not liable if the www.menards.eom
vendor,which supplies the product on this contract,fails to perform.Purchaser agrees that any and all controversies or claims arising out
oror relating to this contract,or[lie breach thereof,shall be settled by binding arbitration administered by tiro American Arbilmdon If illis is a partial pickup,please tnrifv all quanliticslucnu being
Association under its applicable Cunxtuncr orCummercial Arbitration Rulcs.Purchaser a_ccs that all arbinahrrs sciccicd skull be signed for.Mcuaids is not responsible Cur shortages after leaving Elie
attmncys.This provision shall supersede any contrary fide or provision of the forum state.YOUR PURCHASE OF THE PRODUCT
ON THIS CONTRACT CONSTITUTES YOUR AGREEMENT TO ALL TERMS AND CONDITIONS STATED ABOVE, yard.
3923?a34
F
Product must be paid for before it will be Est elTl I3ifPC(xIG I11 f�.I f! PiGkW T. Cc.
ordered from our vendor.Prices shown are
valid today only. PAGE OF 2
.•._ _
BLNE30237834
{ CASHIER:Please staple receipt to back. SPECIAL ORDER CONTRACT
GUEST COPY
i MENARDS-BLAINE Store#3188 GUI_ST NAME-ADDRESS-P.HONG
j 10251 Baltimore St,NE Fax:7637863436 glean Martin
IMPORTANT Blaine,MN Email:
123
i DLNEBuild ngmatn�lst i mcuards.com
f;'V�rify quoted product and quantity Blaine,MN 55449Ph(ine:6 5 1 40226 1 6
2,Product will be ordered upon payment SOLD BY ORDER DATE
7.'rraek order onMenards.cnm BRIAN.K. `2022 ADDITIONAL INFORMATION
4.Pick up order wither 14 days up a ADDIal ESTIMATED DELIVERY DATE NOT BINDING ON R/W2M Delivered to MENARDS-BLAINE,MN
store(NIA-Deliveries and Pickup at Plant) MFNARD INC.BASED ON PROMISES BY OTIJBRS
5:Retain receipt IVICIk'tIC15 StOfC.
Designed,3_1SS54595106
l
i fi 13iT_. DESCPTION...... SKID UNIT RI
Notes
Allcretion:BRIAN K.
CUSTOMERIBUILDING DESIGNER MUST REVIEWAND VERIFY ALL DIMENSIONS AND INFORMATION
VERIFY QTY,QTY CHANGES PRICE
LUMBER.PLATING.AND WEBBING ARE SUBJECT TO CI IANGI.:
24-0-0 Span,4/12 Pitch.2-00-0 Spaeheg,2-0-0 Overhang,6-0-0 Left Cantilet`er
QTR Number:QTREC0746158
Quoted BY;Mason Sherman
READ THtS[t}NTRA'CT L'ARF[•'tlf U.The terms and'conditions set fortb in this ductiimcnt arc a cumplcic:ntd final expression of
the parties.The contract canal be ultered except by wrinem inslrunicnl cxplicidy signed and executed by tie General Manger.Any and SUB-rOTAL: $1,244.47
all claims under this contract must be brought within one year of purchase."Custom made"special order merchandise purchased from
Mcnards is NON-REFUNDABLE."Nun-custmm made"Special order product may be refunded at Meinwds sole discretion with a SHIPPING CHARGES:
25%restocking rec..Purchaxcr is responsible fur providing to Mcnards all measurements,suns,and colors stated above.Purdtasces
exclusive remedy,if any product is defective or fails Jo conform to the tetras o!'the cuniran,is replaccirenl orihc product.All defects and PRE-TAX TOTAL: S I,2'I4.47
non-eorfonaities must be reported to Meniards within 3 days ofreceiving the product.Purchaser understands that all product is sold"AS
IS"and the manofactarces warranty,if any,Is controlling.MENARDS MAKES NO WARRANTIES,EX PRESS OR IMPLIEDAS VENDOR:i9CUWESf WIAiVUFACTURInNC
TO THE MERCHANTABILITY OR FITNESS FOR A PARTICUL 1R PURPOSE OF THE PRODUCT.There are no
.representations iliac the products listed herein meet local,state,or fderal code requircorems:.Menards liability shall not exceed the
purchase price of the products sold,MENARDS SHALL NOT BE LIABLE FUR ANY SPECIAL,INCIDENTAL,OR
CONSEQUENTIAL DAMAGES„Mcnards agrees to email Purchaser when tlx:product is availuble fir pick-up,I I'Purehaser Jails to For die niost accurate and up-to-date status of vour order,please
provide an email address,it is Purchaser's responsibility to check the status of the order by visiting Menards,uont,If Purchaser refuses or
fails to pick up the product within 14 days front the date orits availability,Mcna€ds may liquidate the product and shalt be enMed to a visit: a
25%restocking fee.Menards may withhold any payment received as partial satisfaction,Purchaser agrees that Mcnards is one liable irthc www,menards.cam
vendor,which supplies the product on this contract,tails to perl'amn,Purchaser agrees that any and all conlroversics or claims arising out
oror relating to this contract,or the breach thereof,shall be settled by binding urbilmlion administered by doe American Arbitration If this is a partial pickup,please verify all qunntitics/items being
Association under its applicable Consumer or Commercial Arbitration Rules.Purchaser agrees that all arbitraiurs selected shall be signed for.Mcnards 6 not responsible for slioringes after leaving the
auomcys.This provision shall supersede any contrary rule or provision of the lirum slate.YOUR PURCHASE OF THE PRODUCT
ON THIS CONTRACT CONSTITUTES YOUR AGREF.MENTTO ALLTERMS AND CONDITIONS STATED ABOVE, yard.
II ll[�[�1 11111111111�
31i237s3a
T.
Job Truss =rouFype rill
PlyOTRECO745159 T15E MON 1 lob Reference(optional)
Midwest Manufacturing,Eau C121re;Wf Run:8 4 S O Aug 162021 Print 8.400 S Aug 18 2021 Wt!k lndustrles,Inc,TUa Jul 25 11:11:0t Page;1
10:s7ocE7Pg68p BQYBFA7m 1A5yuD4T-518RkChJQ81JkYW2pbGr1 F?ff)ckHcLckbolJzyuCzt
i
2-0-
0 0 I 6 2 4 12 o-0 17-7-2 24-0-0 26-0 0
2.ad ' 6-2-4 4: 2 0 0
OlAn
4 r2 5
5xB- 4 . .6
T` 3
t 28 29
1
r 10
16 15 14 13 12 11 >1 `:
4x4= 17 4x4= 5X5-- 4x4=
2x4e 4x4=
61-12
6 0 0 8 3-4 15-812 24-0 0
6-D-0 0.,i1221-8 7-5-8 8-3-4
Seale=1:43.g
Plate Offsets(X,Y);
Loading (psf) Spacing 2-0.0 C8I DEFL in (loc) Udell Lid PLATES GRIP
TOLL(roof) 35.0 Plate Grip OOL 1.15 TO 0,84 Vert(LL) -0.12 11-27 >999 240 MT20 1971144
Snow(Ps(Pg) 34.7150.0 Lumber DOL 1-15 BC 0.72 Vert(CT) -0.18 11-27 >999 180'.
TCDL 7.0 Rep Stress Iner YES WS 0.72 Horz(CT) 0.03 9 h1a nfa
BOLL 0.0' Code IRC2018ITP12014 Matrix-MS
BCDL 10-0 Weight:92lb FT=15%
LUMBER BRACING
TOP CHORD 2x4SPF No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-11 ocpurllns.
HOT CHORD Zx4 SPF No.2 SOT CHORD Rigid ceiling directly applied or 4-6-11 oc bracing,
WEBS 2x3 SPF Stud'Except`W2at4 SPF No.2 JOINTS 7 Brabe at J s,'1II 20
OTHERS 2x4 SPF Stud M1Tek recommends that Stabilizers and required cross bracing be
REACTIONS(lblsize) 9=922r0-3-8,(min.D-1-13),17=189110.38,(min.D-3-2) Installed during truss erection,in accordancewlth Stabfllzer
Max Horiz 17-58(LC 15) Installation guide.
Max Uplift 9-120(LC 11),17=-274(LC 10)
Max Grav 9=1150(LC 22),17=200D(LC 21)
FORCES gb)-Max.Cam p-fMax-Ten.-All forces 250(lb)or less except when shown,
TOP CHORD 2-28=3 8911 4 05,3-28=-3 8111 51 1,3.4-2331615,4-5-2131575,5.6=1 62711 31,6-7=-1151 21`1 03,7-8=-19291127,
8-29-20491111,9.29=-21321105
BOT CHORD Z-17-13331420,1 6-1 7=1 393137 7,15-16=-23f736,14.15-231736,13-14=27173a,12-13-22f738,11-1 2=4911 955,
9-11=4 911 9 5 5
WEBS 3-19=1 5511 371,1 6-1 9=-11 411239,1&18-11431155,5.1 8=1 1 4411 56,5.20=8511063,12.20-88f1078,12-21=-B92(101,
7-21=5 8 515 5,3-17=17861255,4-19=-274156,8-21=-25515B
JOINT STRESS INDEX
2=0-74,3=0.53,4=0.51,5=0.65,6=0.51,7=0.51,8=0.51,9=0.81,11=0.51,12=0,72,13=0.51,14=0.27,15=0.51,16=0.81,17=0.78,18=0.51,19=0.55,20=
0.51 and 21=0,61
NOTES
1) Unbalanced rooflive loads have been tons[dered for this design.
2) Wind:ASCE 7-15:Vult=115mph(3-second gust)Vasd=91mph;TCDL=4.Zpst 8CDL=6.0psf;h=25tt;Cat-0:Fxp B:Enclosed:MWFRS(envelope)exterior zone and C C
Exterior(2)zone;cantllever left and right exposed:end vertical left and right exposed;C-Cfor members and forces&MWFRS for reactions shown:Lumber DOL=1.50 plate
grip DOL=1.60
3) Truss designed forwtnd loads In the plane ofthe truss only. For studs exposed to wind(normal to the fact),see Standard Industry Gable End Detalls as applicable,or consult
qualified building designer as per ANSIITPI 1.
4) TOLL:ASCE 7-15,Pr----35-0 psf(roof LL:Lunn DOL=1.15 Plate OOL=1.15);Pg=50,0 pat;Ps=34.6 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Fully Exp.;
Ce=0,9:Cs=1.00:Ct=110
5) Roof design snow load has been reduced to account for slope.
6) Unbalanced snow loads have been considered forthis design.
7) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00times flat roof load of 34.5 psf on overhangs non-concurrent with other live loads.
8) All plates are 1.5x4 MT20 unless otherwise Indicated.
9) Gable studs spaced at 2-0.0 oc.
10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
11) 'This truss has been designed for a live toad of 20.Opsf on the bottom chord In all areas where a rectangle 3 06 DD tall by 2-00-00 wide will fit between the bottom chord and
any other members.
1 Provide mechanical connection(by ottlers)of truss to bearing plate capable ofwithstandi ng 120lb uplift atjoint 9 and 274 lb uplift atjolnt 17.
Metal connectors
Job 7Ns5 Truss Type Qty PIY
QTREC0746158 71SE COMMON � 1
Job Reference(optional)
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13) This truss Is designed In accordance with the 2018International Residential Code sections R50211.1 and R80Z.10.2 and referenced standard ANSUTPt 1_
i LOAD CASE(S) Standard
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From: Mason Sherman Sent: Tue Jul 26 11:15:00 C'DT 202
To: 'BLNEBuildingmaterials@menards.com', 'f3LNEMCAM@menards.com'
Cc:
i Subject: glenn Martin Truss Quote
Team Blaine,
Midwest Manufacturing Truss Plant has prepared a truss quote for our guest.
i. First / Last: glenn Martin
t' Business:
Address: 123
City: Blaine
i
i State: MN
i
Zip: 55449
i Phone: 6514022616
Email;
Project Id:
File#: QTREC0746158
Click here to view your truss quote:
Design Id: 318854595106
If the guest?s email address was provided,the guest will also receive an email with this design Id and will be able to
view it on The Truss Store. This guest may have requested this quote on line without store contact so please follow
up on this quote asap.
We appreciate your business and look forward to serving you.
Mason Sherman
Truss Designer
Midwest Manufacturing Truss
715-876-3232
masherma@midwestmanufacturing.com
I