HomeMy WebLinkAbout024-741-16-2104-LUP-2023-497 SUBMITCOMPLETED AP�LICATION AND
FEero: APPIICATION FOR LAND USE PERMIT
Sawyer County �
Zoning&Conservation Depart. [L� d ;
�-� 1�---� I
30610 Maln St Suite 49 � / �� ��f _;4�,i.:_.,,,._.`�1 ,� I�3 ,,<. �
Hayward,WI 54843 2 �
(715)634-8288 O C T O g 2023�- ,'w�k.� ����� �
��, ��.,,.,.� -; ,.- �� .�..:�: 3�-t H S �
INS7RUCTIONS: No permits will be issued untii all fees are paid. � ��- '" -`�- -��"""� '� � � ��-�--�-- ----- 1
Checks are made payahle to:5awyer County Zoning Department. ,� .,,� ;;�; ��
DO NOT STAR7 CONSTRUCTION UN71L ALL PERMITS HAVE BEEN iSSUED TO APPLICANT- Original Applic-ition MUST be submitted FILL OUT IN INK (NO PENCiI)
Submittal of this application or receipt of fees does not constitute permit issuance.
Owner(s)Name: Contractor(s)Name
�`� �1 �
M 'ling Address: Mailing Address:
7 f�l f ��
Phone:�!� ��� /G�� Phone:
�P
Email: (/(/+� /���t.� /NQ�// CQ�� Email:
Site address: Or Date applied(or:
LCgacyPlN# ���y-�� 1- � �P'- �l�V-1 Towno(: �l�l.�'1� L(.���
Permit delivery Method ❑Call Owner �mail Owner o Call Contractor �Mail Contrector
/�.
Is Property/Land within 300 feet of River,Stream Imd. Distance Structure is from Shoreline: Is your Property
in�e�mmeneJ � Are�Vet�ands
Creek or Landward side of Floodplain? If yes--continue feet i�Floodpfafn Fresent?
1 Shoreland zeRe?
: Is Property/Land wlthin 1000 feet of Lake,Pond or Flowage Distance Structure is from Shoreline: yps �es
If yes---continue —► feet No ��
' Non-Shoreland
Describe Project Total#of
value at 7ime of project type Foundation What Type&Capacity is the
Completion Number bedrooms
'inciude donated (House,garage,shed,deck, (Basement, Sewer/Sanitary System(s)
Addition,etc...) of Stories Crawispace, Post
time&material �jst separately Slab) construction
$
Dwelling
S �s� �jF1���Rl�l 1 ��� � /1Gc
Accessory eldg
S
Addi[ion/Alterati o n -�
Height:
Total Square Lowest
Proposed Use ✓ Proposed Structure Dfinensions Footage Grede to
(multiply per Highest
story) Peak
Residence ( �x �
Ft.
with 2nd story or loft ( X , Ft.
( X )
with Basement Ft.
( X )
�ReSidentialUse AttachedGarage Ft,
� Accessory Structure(expla�n) S � X �D � la�� Ft. ��
❑ Agrieultural (detachedgarages,sheds,6oathouses,etc.)
Use Temporery Guest Quarters or Bunkhouse(c��de tvne) ( X ' Ft.
_ � X �
❑ Commercial/ Deck/Porch/Patio Ft.
Industrial Use — ( x 1
(2^d)Deck/Porch/Patio Ft.
❑ Municipal Use - - — ( X )
Oth2r(explain� Ft.
❑ Other - _ ( x __. �
P�InCIPaI StYUCtUfe(Agricultural,Commercial,Municlpal,Etc.) Ft,
� X �
Additien/Alteretion(exPia��) Ft.
Total Non-habitable square feet: `��
Total habitable square feet: (decks,patios,garages,sheds,storage area&other structures)
:�- � �-
Originai Apptication MUST be submitted
Attach a Plar;or Ske�ch your Property on 8.5"x 11"or 8.5"x la"paper:*Must•Include location and setback of proposed and existing strudures,roads,
driveway,sanitary components,well,lake,rlver,stream,and wetlands.
Description Setback Description Set6ack
Measuremenis Measurements
Setback from the Centerline of Platted Road and/or � Feet Setback from the Lake(ordinary h�gh-water mark) �, Feet
Setback from the Established Right-of-Way^ Feet Setba<k from the River,Stream,Creek Feet
Setback from the eluff if applicable Feet
Setback from the North Lot Line Feet
Setback from the South Lot Line Feet Setback from Wetland Feet
Setback from the West Lot Line Od ¢Feet Slopg within area of construction/disturbance 96 Slope
Setback from the East Lot Line �� � .r-Feet Elevation of Floodplain �„ �eet
Setback to Septic Tank or Holding Tank � � feet Setback to Vvell �Q� Feet
Setback to Drain Field OU f Feet
Setback to Privy(Portabie,Composting) Feet
Prior to thr placement or construction of a strucwre within five(5 feet o!the nununum required setback,the boundary li�e from which the srtback must be measured must be visible from one
previuusly surveyed corner(o the other previously surveyed corner or marked by n licensed surveyor at the owner's expense.
Prior to t�e placement or tonstruttion of a s[rudure more than five(5)feet but les>than ten(10)feet from the minimum requlred set6ack,the boundary line from which the setback mus:be
measured must be visible from one previously surveyed corner to the other prev�u��.,sly surveyed corner,or verifiable 6y the Department by use ot a corrected compass from a known corner
within S00 feet of the proposed site of the struct�re,or must be marked t�y a licensod 5urveypr at the owner's expense.
. . . . •.• . • .• • • •- •
Calculate impervious surfaces.(Roofed,concrete,paved,and other surfaces that water cannot pe�etrate.The Zoning Office can help you determine if a
suhace is considered impervious)
Calculate lot area:
Indicate lot size from CSM or NOVUS(circle one�: Acres;Mu�tiply by 4 , 60=Lot area: Square Footage
Calculate impervious surface area;
Determine the total size,in square feet,of your projects list ve(include ea s); sq ft.
Determine the total size,fn square feet,of all exlsting roofed structures clu ves); sq ft.
Determine the total size,in square feet,of all existing paved/br" ed/blocked surfaces: sq ft.
Add these measurements to de mine total impervious surfaces: sq ft.
Calculate impervious lot percentage �
Total impervious surface: +Lot area: Sq ft.X 100=impervious surface %
�Kitigation is required if total exceeds 15�)
•••Notice a separate grading permit needs to be obtained if disturbed area is within the Shoreland district as indicated on previous page and meets criteria below"'
Gradin on a slope reater than ZO% Gradin�of more than 1 000 Sa Ft on 1�i �n�i�i�„ �
� Grading of more than 2,000 Sq Ft on Slopes less than 12% 6radln�is in excess of 10 000 Sn Ft
FAi WRE TO OG?AW„F�iRnq�T;�r';,�.RTING CONSTRUCTION WITHOUT A PERMIT WILL RESULT IN PENALTfES
I(we)declare that this application(including any accompanying information)has been examined by me(us)and to the best of my(our)knowledge and belief it is true,correct and
complete. 1(we�acknowledge that 1(we)am(are)responsible for the detail and accuracy of all information I�we)am(are)providing and that it will be relied upon by Sawyer
founty in determining whether to Issue a permit. I(we)further accept liability which may be a result of Sawyer County relying on this information I(we)am(are)providing in or
with this application.I(we)consent to county officials charged with administering county ordinances to have access to the above descri6ed property at any reasonable time for the
purpose of inspection.Additionally,the undersigned person(s)hereby give permission for access to the property for onsite inspection by Municipal Officials.
Owner f�^ — Owner �)
Signature �� �' _ `�_ printedname 1�ev�%► � �d�.(� Date �" (/
(Signat,.re and Printed Name requiredj
NOTICE: All Land Use Pennits Expire One(1)Vear from the Date ot Issuance.
fcr the Construc[ion Of New One&Two Family D.Na�iiing: Al1 Municipalities Are Required To Enforce The Uniform Dwelling Code. f
The local Town,Siate �r Federal agendes may also require permits. �
You are responsible for complying with the requfrements of the Sawyer Counting Zoning Ordinances and law and regulations ofthe State of Wisconsin.You are also responsible for !
complying wlth State and Federal laws concerning construction near or on wetlands,lakes,and streams.Failure to comply may result in removal or modification of construction
that violates the law or other penalties or costs. For more information,visit the department of natural resources wetlands identification web page or contact a department of
naturalresourcesservice center(608�267-3125
Issuance Information(County Use Only) Sanitary Number: p of bedrooms:
Permit Denied(Date): Reason for Oenial:
Permit it: Issuing agent: -> Date:
�3 -���� -7 --� .
� �� �6 a3
Is Parcel a Sub-Standard Lot ;i Yes �Deed of Record) No
Is Parcef in�ommon Ownership �9,Yes (Fused/Contiguous lot�s)} �i No Mitigation Required '!Yes I_ No
is Structure Non-Conforming !i Yes Na Nlitigation Attached !_I Yes �No
�'
Granted by Varfance(B4O.A.) Granted by Conditional Use
7 Yes " No Case q: 'Yes �No Case it:
Was Parcel Legally Created Yes i'No Were Property Lines Represented by Owner 1�Yes Mo
Was Proposed Building Site Delineated �(Yes I No
Was Property Surveyed �1`Yes No
Office Comments:
2one Distritt: Fee:
\ \ -\ � ao�
Hold for Sanitary: ! , Nold For TBA; _ Hold For Affidavit: �__ L�
Hold Far Fees:�
�Feb2021
10/9/23,9:34 AM Novus-Wisconsin Access rev. 13.1108
Real Estate Sawyer County Property Listing Property Status:Current
Today's Date: 10/9/2023 Created On:2/6/2007 7:55:42 AM
�Description Updated:4/20/2016 � Ownership Updated:2/19/2013
_ __
Tax ID: 25311 KEVIN H ROACH HAYWARD WI
PIN: 57-024-2-41-07-16-2 O1-000-000040 MARY HERMES HAYWARD WI
Legacy PIN: 024741162104
Map ID: .5.4 Billing Address: Mailing Address:
Municipality: (024)TOWN OF ROUND LAKE KEVIN H ROACH KEVIN H ROACH
STR: S16 T41N R07W 11217N BLUE HERON LN 11217N BLUE HERON LN
Description: PRT NENW LOT 1 CSM 12/290#2998 HAYWARD WI 54843 HAYWARD WI 54843
Recorded Acres: 4.100
Lottery Claims: 1 � Site Address *indicates Private Road
irst Dollar: Yes
11217N BLUE HERON LN * HAYWARD 54843
Zoning: (RRl)Residential/Recreationai One
ESN: 404
J Property Assessment Updated:7/16/2019
�Tax Districts Updated: 2/6/2007 2023 Assessment Detail
Code Acres Land Imp.
1 State of Wisconsin Gl-RESIDENTIAL 4.100 21,300 86,600
57 Sawyer County
024 Town of Round Lake
2-Year Comparison 2022 2023 Change
572478 Hayward Community School District Land: 21,300 21,300 0.0%
001700 Technical College Improved: 86,600 86,600 0.0%
Total: 107,900 107,900 0.0%
+ Recorded Documents Updated:3/31/2011
_
O SHERIFPS DEED
Date Recorded:4/4/1994 241016 529/454 i' property History
N/A
https:/ltas.sawyercountygov.orgl/Accesslmaster.asp
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SAWYER COUNTY CERTIFIED SURVEY MAP �°°b�
�Z �6
c
Past of the NEr�-NW�, Sec. 16, T. !�1 N., R. 7 W. � g
F�p S
5 B2'49'S0"W
636.66� Notth Una S�ct{on{6
lBasis of B�orinQsl �.wld�TN.RO-
2 � 2 3 4 fi SouM�rl R_� '��
A�eQiater'e Office �� 3 X���
i 'o
Sawyer Coun2y � �/� Sg.h
P
Recelvad fw recard the day oE �
���A D l9_� _ ��,�a
`o'alo� �,P/o-
M and recorded in vol.�/-�-- pa,�/ ��ry g�-,`I W�X Y
� on vave d U ry.�'� � r�26_7i�
_ ti,��fV
n ReQieter y / C/L 20'roaO eosempnl
w �P
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z /� �``.!
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N v 4 .4 ..E 63H.24'
SCALE I'�=200�
1 3
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� �
^b 178,394SF � �
N H 4.��QC.! N d') L�r�'a�
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s ee-aro9••w gse.a�•
SURVEYOR'S CERTIF'ICATE
I, LYLE L. ELLIOTT, regietered land aurveyor hereby certify that by the direction o£
TRI-R Realty, I have surveyed and mapped the land parcel which is represented by this
Certified Survey Map:
That the exterior boundasies of the land parcel surveyBd and mapped is desaribed aa
follows:
A part of the Northeast Quarter of the Northwest Quarter, Section 16, Township ly� North,
Range 7 Weat, Town o£ Round Lake, County of Sawyer, State of Wiaconsin, and more
particularly deacribed as follows:
Commencing at the North Quarter corner of eaid Section '16, thence s 82�l�9'S0" W 635.66
feet; thence S ���30't�2" W 'gQfo.04 £eet to an iron pipe being the point of beginning;
thence S 1�°3u'C�2" W 295•06 feet to an iron pipe;
thence S 86�37'�9" G1 639•37 feet to an iron pipe;
thence TT '12��7'�9" E 2$5.27 feet to an iron pipe;
thence j� 85�1.i0'l.�2^ E 638.21y feet to the point of' beginning, said parcel
contains l�.�O acres more or leas, and eaid paircel ie sub3ect to any easements or
restrictione of record.
Z have fully compiied with pi�avisiona of Section 236.31a of the Wieaonsin revised Statutes
and the subdiviaion ordinance of Sawyer County in surveying and mapping same.
�
. � ' /�
,sz> ' - �
��,,,,_ i;. ELLIOTT,`t��ster a �a s�yor
��,.+������5�� � Wis �ein Registration S-1300
s�• Date: December 2'i, �988
���,�s"� I hereby certify that this survey'is
� � � _ correct to the best of ayy Irnowledge and
�P,l i's s
:-r'Y� � belief.
r rs _.. _ r5,�
Yb `�«. �a- a� - ��
s., ,�_` _ __. ��.����� _ a..�_
5�.� � �`-`�
;���:��, �_9�� � �a
pate: 10/09/2023 - 11:07 AM ����'
Design Name: Post Frame Design ' rM
Design ID: 315259495000 L�es�gn uy
System V Estimate ID: 38882 POST FRAM E
Estimated price: $13,678.41 *
'Today's estimated price,future pricing may go up or down.
Tax,labor,and delivery not included.
How to recall and purchase a saved design at home How to purchase at the store
1. On Menards.com, enter"Design & Buy" in the search 1. Enter Design ID: 315259495000 at
❑■ ����.�r a bar the Design-It Center Kiosk in the
��`�ff'�:+ 2. Select the Buildings Designer Building Materials Department
� :r QR 2. Follow the on-screen purchasing
�}� ,F 3. Recall your design by entering Design ID:
�_• instructions.
��;y.y��`'��F 315259495000
���;r* 4. Follow the on-screen purchasing instructions
FLOOR PLAN
1 1�2���� 7� 1� 1�2�� �$��$��$�� �� 1� 1�2�� ��1 1�2��
�
18' 18' 1-A 18' 18' 18' 18' �
7' 4 1/2"
9' 10 1/2"
20'
2 0'
� '�-�abitable l.iving a���ti °
� ��
�y� �
� 10' shaN not be create��' ��o � x 15�
U , � � �
�, ,�{,,.aS;cnry str�actt;:�°. Q �
zo�
zo�
9' 10 1/2" SV 1
3'x6'8" 7' 4 1/2"
18' 18' 18' 1-B 18 18' ' 18 �
� �
1 1/2" 7' 10 1/2" 8' 8'--�-8' 7' 10 1/Z" 1 1/2"
40' �
For other design systems search "Design 8� Buy" on Menards.com Page 1 of 7
Design#: 315259495000 � � �. � Post Frame Building Estimate
Estimate#: 38882 ----�-.�. „_ Date: Oct 9, 2023 11:07:04 AM
Store: RICE LAKE
Elevation Views
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�p pr 11R AF�"�
,�°n:rM }
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' "' . . . . . , • . , ,.r
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For other design systems search "Design 8� Buy" on Menards.com Page 2 of 7
Design#:315259495000 � �"� Post Frame Building Estimate
Estimate#:38882 � ��-�'---- Date:Oct 9,2023 11:07:04 AM
Store:RICE LAKE -
Building Information Roof Information
1.Building Use: Code Exempt 1.Pitch: 4/12
2.Width: 30 ft 2.Truss Spacing: 8 ft
3.Length: 40 ft 3.Roof Type: Pro-Rib
4.Inside Clear Height: 12 ft 4.Roof Color. Charcoal Gray
5.Floor Finish: Dirt/Gravel 5.Ridge Options: Universal Ridge Cap
6.Post Embedment Depth: 4 ft 6.Roof Fastener Location: On the Rib
7.Footing Pad Size: 14 in x 4 in 7.Endwall Overhangs: 1 ft
8.Sidewall Overhangs: 1 ft
9.Fascia Size: 4 in Fascia
Wall Information 10.Soffit Color: Charcoal Gray
1.Post Spacing: g n 11.Skylight Size: None
2.Post Type: None �2.Ridge Vent Quantity: None
3.Girt Type: Flat 13.Ceiling Liner Type: None
4.Exterior Wail Panel: Pro-Rib 14.Purlin Placement: On Edge
5.Exterior Wall Color. Colonial Red 15.Ceiling Insulation Type: None
6.Trim Color: White
7.Gable Accent No
8.Sidewall A Eave Light: None ACcessorles
9.Sidewall 8 Eave Light: None 1.Outside Closure Strip: Economy Vented
10.Wall Fastener�ocation: In the Flat 2.Inside Closure Strip: Standard
11.Bottom Trim: Yes 3.Gable Vent Type: None
12.Gradeboard Type: 2x8 Treated Gradeboard 4.Cupola Size: None
5.Gutters: No
6.End Cap: No
Interior Flnlsh 7.Mini Print: Hardcopy and E-mail
1.Wall Insulation Type: None
2.Wall LinerType: None
3.Roof Condensation Control: None
For other design systems search"Design&Buy"on Menards.com Page a of 7
Design #: 315259495000 . � � � Post Frame Building Estimate
Estimate #: 38882 �,,,,,,.�� "��-�J Date: Oct 9, 2023 11 :07:04 AM
.�.;
St%re: RICE LAKE
Doors & Windows
. _ . .___..__.__ _._ _�_ ____.._ _ .._ . _ ________._.. -- - -- --_._ ..___ _...__.__ _..--.-----�___ . .__... _____ __ .____. __ ___ __ _ _
Name Size Wall =
_. _---____._..__._. _...,___.._____.___� ___._.._.___....__.........____...._.
Service Door 36"x80" 1-B
_...._._..__ ._�.___.�..�.__.. �.. __.._._._....� _�_._________._.___...._._ __.._.._..._ . .. ..
Window 36"x42" 1-B
-- -. .._____----_____ . . ............ �.___ ______._. .___ __ _ .. ...... . _ ----- .... _ ....__.___._ _._
Window 36"x42" 1 -B
..._._._......._..._.__ _ .. ______._— ___..�.___._______. —
Sliding Door 15'x12' 1 -D
. li
, I
Floor type (concrete, diR, 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 availabili�y 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 OF ANY MATERIALS STATED HEREIN. All information on this form, 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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Job Truss Truss Type Qty Ply
QTRSU00035£33 P1E COMMON Z � ,lob Reference(optional)
�
Mitlwest Manu(acturing,Eau Cl:.ire,WI Run 8 2 S 0 Jan 22 2018 Pnn[ 8 200 S J2n 22 201 B MITek Industries,Inc Thu Apr 12 1 0 52 1 U Page t
�O:vUfXl PjTTIs2M N;�UnG Y�.0 OzRU NY-z N3 CSXvdMlv hytP51 CaZpH VSPGigfL�orn0 SzRc�H�
15-0-0 30-0-0
' 15-0-0 � 15-0-0 �
7x10�i
3
T ' 6x6= �_, , ; 6x6�
a2 �,,,,,- ��� 4
v �rl ���' � � - ��
r r'. �"�, _ \�
lt7 4�J�I �� /�� \�\
� i� - '�\ 5
'y0-7-I14 -
4x8- 2x6�� 6x8= 2x6ii 2x6ii 4x8�
I
i 30-0-0 i
s�aiF=i au� ' '
Plata Offsats(X,Y): [1:0-A-0,0-t-11�,[4:0•1•2,0-3-0],[5:0-A-0,0-1-11J
Loading (ps� Spacing d-0-0 CSI DEFL in (loc) I/dafl L!d PLATES GRIP
TGI L(roof� 20.0 Plate 6rip DOL 1.15 TC 0.98 Vert(LL) n!a - n/a 999 MT20 197/144
Smw(PsiPg) 34.0l60A LumtWr DOL 1.15 BC 0.47 Vert(iL) n/a - n/a 999
TCDL 4.0 Rep Stress In:r NO WB 0.26 Horiz(TL) 0.00 5 n!a n/a
BCLL 0.0 Code IBG2015/iP12014 Matrix-R
BCDL 1.0 Wa;�ht:1541b FT=15%.
LUMBER BRACING
TOP CHORD 2x6 SPF fJo.2 TOP CHORD 2�0-0 oc purlins(3-5-6 max.).
BOT CHORD 2x8 SPF tJo.2 BOT CHORD 6-0-0 oc bracinq.
OTHERS 2xd SPF SWd JOINTS 1 Brace at Jqs):3,10,11,12
REACTIONS All bearings 30-0-0.
(Ib)-Max Horiz 1=150(LC 12�
Max Uplift All up�ifl 100(Ih)or less at pint(s)except 1=-157(LC 8).
5=-172(LC 9).6=•56�1(LC 13).7=-1f30(LC 8),9=-5Gt3(LC:12)
Max 6rav All rextions 250(Ib)or less at joint(s)er[:eat 1=534(LC
1),5=534(LC 1).6=1699(LC 19),7=894(LC 1�J).9=1G99(LC 18)
fORCES (Ib)•Max.Cbmp.Rvlaz.Ten.-All forcas 250(Ib)or less excep[when shown.
TOP CI IORD t-2=•299/156,2-�=-391/195.3-4=-3 9111 75.4•5=•299!113
WEBS 7-12=•921/223,3-12=-921l223,9-10=•1550/530,2-10=-15501530,6-11=-1550/526,4•11=-1550/526
JOINT STRESS INDEX
1=0.79,2=0.23,2=0.55,3=0.93,4=0.23,4=0.55,5=0.79.6=0.45,7=0.27,8=0.08,9=0A5,10=0.55,11=0.SSand12=0.25
NOTES
1) Unbalanced roof live loads have been considared for this desgn.
2) Wind:ASCE 7•10;VuIt=105mph(3•second gusq Vasd=83mph;TCDL=2.4psf;BCDL=0.6psf;h=25ft;Cat I;Exp C;enclosed;MWFRS(envebpe)exteriorzone;cantilever left
arx'.riyht exposed:end verlical left aid riyht exposed;Lumbar DOL=1.60 plale grip DOL=1.60 (Aclual dead loads usad per ANSI/�PI-1)
31 Trus�designed(or wind loads in the plane of the truss only. For studs erzposed to wirci(normal lo tlie fxe),see Starxlard Indu-stry Gable End Datails as applicable,or consult
c;ualified buildiny de�iyner as per AWSI/TPI 1.
4) TCLL ASCE 7-10;Pr-20.0 psf(roo(live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=60.0 psf(ground snow);Ps=3d.0 psf(roof srow:Lumhar DOL=1.15 Plate DOL=1.15);
Caleyory I;Exp C;Fully Exp.;Ct=1.2;Unobstruded slippery sur(xe
5) Roof desiyn snow load has baen raduced fo aa:ount for slopa.
6) Unbalanced snow loeds have been considered for tliis desiyn.
7) The bottom chord dead bad shown is sufficient only to cover the truss weiqht itself and does not allow for arry adCitional load h�be added to the bottom chord.
f3) Dead bads shown include weight o(truss. Top chonl dead load of 5.0 psf(or less)is ro[�equate(or a shirx�le rooC Architect to verify adeyuacy of top chorcl dead bad.
9) Gable reGuires continuous boltom chorct baarirg. �
10� Verlical qable studs spaced al 7-0•0 a;anc7 horizontal qable sluds s{.Nced al 2-0-0 oc.
11) This truss I�s bean desgned fora 10.0 psf bottom chord live lo�noncorcurrent with any other liva loads.
12) Provide mechanical connection(by others)of truss to baaring plate rapable of withstarding 157 Ib uplift at joint 1,1721b uplift at joint 5,180 Ib uplift a[joint 7,568 Ib upliR at
joint 9 and SFi1 Ib upliR at joint 6.
13) This tmss is designed in accorclance wi[h the 2015 Intemational Building Code section 2306.1 and referenced standard ANSI/TPI 1.
1d) Graphical purlin represeniation does rot depic[the size or the orientation of[he purlin abng lhe lop and/or bottom chord.
LOAD CASE(S) Standard
, Job Truss Truss Type 6ty Ply
�TREC0702520 �' CONMON 4 �
Jeb Refererce(optional)
M�Awrst Ma•�ufTctiiring,Eai:Cla�re Wi nun 3 5 S J May'3�02D Pimt 8 4D0 5��ay 1 i 707D MiTek i ntlustr�ies,Inc Sat Oct 09�2 2d 51 Page 1
Ip HvnHo2rEP�.n R9JmGfVcJdyVBxl-VADmRVpcV9etWs4ekllrEunJpvBDD�dAt��Fz7yVBm�
5-6-�4------ _..____�0_3-7 1500._---...�.._--- 19-8-9 i 24_5-2 300-0------
�— s e�a � a s e +---- --4 8_� ,�_8 9 —a�� �----s=aia i
6x8n
I4x6s � 4x6x
� q-�r� 4 6
Q� �XQQ 4 T � �Jf46
^ 4xBy 3 'i ���\ �\ n 7 4xBa
� �i�,�'� /`^�' �'�'� -�.;� ��-� a
���
, - " �� ,r 9
,s �2 „ �o
3x4= MT18HS Ix10= 3x4•
Bx20 S Bx20�
Bx8=
7-1�.2 15-0-0 22-0-14 30-0-0
7-1�4 7-0-14 7-0-�4 '-11-2
SL3I P-�.SG P�
Platr.Offsets(X.Y): [1�.2-2-'3.0-2-0].[..'J-g_�4.Edgej.[92-2-'3.0-2-0].[9:G-B-14.Edge�
Loading ipsq Spacing E-0-0 C51 DEFL in {loc) I/oefl L/d PLATES GRIP
TCLL(roo� 2G: PlateGripDOL �.'S TC 080 Vert(LL; -Q52 �0-1� �678 240 MTiBHS 244/190
Snow(Ps/Pg) :�4.�160.� LumbarD01. 1_"S BC O�i1 VeR(CT) -Q80 10-1� >589 180 MT20 i9'�144
TGDL 4.C; RzpSYresslror NO '✓VB 094 Horz!CT) 0.?9 9 n!a n!a
�CLL .� Ccde IOC2Ci 5ffP120�4 MaVix-MS
�CDL "0 Weight ?651b FT=15%
LUMBER BRACING
TGP CHORD 2x6 SF 24GOF 20E TOP CHORD 2-0-C oc purlins(2-6-0 maz).
BOT�HORD 2x6 SP 2400F 2.OE BOT CHORD 7-0-G oc brecing
WE6S 2x4 SPF Stud'Except'W4�2x4 SPF No.2 WEBS 1 Row at mitlp[ 4-11.6-11
SLIDER Left 2x4 SPF SYud--2-�1-C.Right 2x4 SPF Stud-2-�1-0
REACTIONS (16�siza) 1=4612(0-5-9,(min.0-3-13).9=46'�210-5-8,(min.0-3-13)
Max Horiz 1=-172(LC 15)
Max Uplift �=-944(LC B),9=-944(LC 9)
FORCES Qb)-Max.CompJMax.Ten.-All forces 250(Ib)or less 2xceptwhen shown.
TOP CHORD �-2=-6803/1392,2-3=-10:6fJ2145,3-22=-9602/�969,4-22=-9409/1986.4-5=-7261/�499,5-6=-'261/1499,
6-23=94�9Y 987,7-23=-9602/1970.7-8=-1026612147,8-9=-6687/1393
BOT CHORD L13=-2024hJ739,12-13=-1652/8583,11-12=-1652/8583,1 0-1 1=-1 53 4185 83,9-10=-190719739
UVEHS 5-1�=-657l3�00,3-?3='0I J343.4-1 3=20217 35.A-11=-3355I683,6-11=-3355l684,6-10=203/735,7-10=-10'12/344
N OTES
t) Unbalanced roof live bads have been considered for this design.
2) Winc:ASCE'-"�0;Vul[=�05mph(S-secord g�st7 Vasd=63mph�.TCDL=2Apsf,BCDL=0.6psP,h=25ft;CaL I;Exp C;Encloszd;MWFRS(envelope);can[il2vzr left and right
expesa�,znc vertical izft ard right ezposed�.L�mber DOL=1.E0 plate grip DOL=�.60 (Actual dead loads useo per AN51(TPI-1)
3) TCLL�.ASCE 7-10�,Pr-20.0 psf(rcot live Icad Lumbar DOL=1.15 Plate DGL=1.15);Pg=60.0 psf(ground snow);Ps=34.0 psf(roof snrnv Lumber DOL=1.15 Plate DOL='..'.5)�,
Catae,ory I;Fxp�;Fully Exp.;Ct=t20;Unobs[ruc[ed slippery surface
4) Rool design snow load has been reduced to account for slope.
5) Unbalancad snow loacs have been considerad for[his design.
6) The bottom chord dzad load shown is sufficient only to cwar[he truss weight itself and does not allowfor any addi6onal load to be added to the bottom chord-
7) Deaa loads sho��n include weight of[russ. Tcp cherd dead loac of 5.0 psf(or less)is not adequa[e for a shirgle roof. Archi[ec[to verify adequacy o(top chord dead load.
B) All platzs are MT20 plates unless o[henvise indicated.
9) This truss has bean dzsignzd for a�O.0 psf Lottom chord live load nonconcurren[wi[h any otlier Gve loads.
10) Provide mechanical cor.nection{by others)of truss to beariny platz capable of withstanding 944 Ib uplift atjoint 1 anc 944 Ib uplift atjoint 9.
11) This Vuss is designad in aocordance with the 2015 In[emational Buildirg Code section 2306.1 and referznced standard ANSIffPI 1.
LOAD CASE�S� Standard