HomeMy WebLinkAbout010-841-36-5415-LUP-2022-392 �iSUBMfT GOMM.E�iED AVPLICATION 4ND
c�cro: APPLICATlC1k fOR LAND USE PERMIT
�WreT��� ;AWYER COUMTY,WISCO�
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Checks afe made papMe tc:Sawyer founry Zonin�DeqanmeRt. _.�-- �.,� ���
�p NJT<�fAR'CO�JS R .-G. Y tL N_A R� 4 H0. E c ! 5�:?[.,�^ ,��t14''a,'Ni ,� 'Qh��nz R4�eitation MUST bf suDmiMed RlL OU(!M INK i{���t��i�,f �
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Owner(5)Name- - ��.
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M ialmgAddress t'YI b^L�� MaifxrgAddress: �'�g�Z ���.
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:,___s�te ade.ess_ .j�j2'.2k1 Ct�c�N 7'�P if+�7`�f��H11''lak!�2U�t�{.or oace avnned to._ j_ '.
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! Dermit de8very NietMd �� rr Call Qwner ;.Mait Owner �Cafl ConVxfar ��:Mail Contractor f
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, Is Proper[yJWnd vrithin 300 feetof River,Stream ;Mc.� I Distance Structure is from ShoreYine: I ts ycur cronertx � �
�'�, �r����nrcct�et �—►i feei } �:r,F�codS+f�i�z ( Are i�fettartds ;
� � Creek or tandward siQe of floodplain? if yec_._mntinv,e : � p:esent? i
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;�Shoreland ' _'— -" --------_�_---� -� tanr. ;
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' j�s Property/W�d withln 1000 feet of take,Pond ar Fiowage ; Distance Stnuture es fram Shore�ne: j M{}
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Dest�ibe Projed 7ota1#of
t Value at Time of P�o��� I Fournlation What Type&Capacity is the
k �p�t�, Number bedrooms
(House,garage,sned,Ceck, (Sasernent, � Sewer/Sanitary Systert+{s)
°;�,!;,ae;s:,r.zc,:.:; adA�tion,etc...) , of SLories Crawlspace. Post
iirne&+r.;;;e*�,:i; listseparateh! f Sfab) cUnstr�ctinn
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� Acc.essory BW6
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7ota15quare lowest
� Footage ! Gradeto !
Proposed Uu � � Proposed Strudure Dimensions (m�k�ply pe� � Highest �
� story) Qeak j
f �
{ x 1 , i
Residence
Ft.
with 2nd story or loft � x �
Ft.
I with BasemeM ( x !
Ft.
Attached Garege � x �
-i Reside�tial Use Ft.
ACCCssory Strutture Iezp�aln) � X �
1 Agrieukural (detachedgantas.sheds,boathousts,¢tc) Pt.
X i
V� Temporary Guest QuaKers or Bunkhouse(a�de rype) �
f�Commerciai/ oeck/Porch/vatio ( X � �
ndustrial Use �t�
(2nd)Deck/Dorch/Patio ( x ) �
Ft.
� � Municipal Use �/
Other le.plain) Q� R�Li�filn�rGl�� ( ��x �lO ' '�V Ft. ( 7
_ Other � X �
Prineipal5tructure;az����d;,,�a!cnM.m,e���a�.vu�»c��,ai,ecc� Ft.
Addition/AReretion(e�Wa+n) � ( X ) � I
Ft.
Tobl habitabie square feek Totai Non-habitable square feet: � I�
� (dxkz,patios,garages,sheds,storage area&other structurr!s�
(7rigin�i Appiica'io:�MUS'€b<�<:ut�'+�iite�
�Attach a Pian Or Skt:Erf�you�Prope!Yy or fi.5'x il"or 8.5"x 14"pape�:*Must•Mclude bcation and setback M Qroposed a�exisdng stnrctures,rosd; f
� drivewaY�sanibry cmnpc+neMs,weU,�ke,rhrer,stream,and wetlands.
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Description 5��� i . �� �
i MeawremeMs ` Desrnptinn �ements
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r Setback from tbe Ceoterbne of Piatted Road andJor i Peet Setback from the Lake( d��y n�n wa,e,ma�.) r� Feet •
^_._.__._._��_--- ------ --____
! Setback from the fsiablished Right-of-Way + feet ' � Setbxk from the River,5[ream,Geek ( feet i
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- �� !^� , Setback from the Bhiff�r,00�obk , Feet ��
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; Setback from the Nartb Lot line s' Feet � ! �
r.._ v..._..-- - �___. .�.._�_ . :
; Setback from the Savth Lot Line � Feet ; � Setback from WetianA ���F��. ���Feet ;
� Setback from the West tot Line R� Feet j ' Slope within area of construction/disturbance I %Slope ';
�; Setback from the East,Lot une _ Feet ; Elevation of Floodplain Feet
t
[ Setback to SepHc Tank or Halding Tank � Feet E Setback to Well �--- __,peet{
� ----�._—.._._..-----�' — -
Setback to Drain Pield �Fe�
�`�Setback to Virvy{Portable,Compostin� � Feet ( i
�; i .. .-,�-r.-. . .,,-. .r,r•;nnofas��uz�uewih.. �ee:S;'e , .t^.n,, �:.`,��e- � . .... _., �a ,� e..3ctm: .n-=asr �:6=..r ..c
i .. ' _.,.. .-� �F C' C S�SJf�P F t ft`� O'::., . ,,. . . ! . :. ::.�_
� P;'�.,�2„'itC F'd. _ ,.. t.i<�_..i.L . �_. . , n'�.�:S,2Pa G�t iCiS. . , �� t. .,r h� � .�._. .,.�. . ,.., . .....n
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Cainrtate impervious wrfaces.(Roofed,cancrete,paved,md oMer surfaces that water cannot penetrate.The 2o�Mg O�ce can help you determine"rf a
wrface is co�sidered FmQervious) j
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Calcutate IM area: �
indicate{ot size from CSM r NOVU drde one]: �, 3�� Acres;Mukiply by 43,560=Lot area:v���5 S� Sauare footage �
iCalculate imperviaus surface area: �
� Determine the totai size,in square feet,of your projecis Iisted above(iodude eaves): sq ft.
� Determine the total size,in square feet,of all euisiing roofed structures(indude eaves�: sq ft.
!
� Determine the totaf size,in square feet,of ai!existing pavedJbricked/blocked wrfaces: sq ft.
(
Add these measurements to determine total impervious surfaces: _sq ft, i
i
� Caltulate impervious lot percentage
�otal impervious surface: =�ot area:_ Sq ft.X 100=impervious surface % �
t lMlt�gatior.rs r¢mxred��f[otal ex<eeds 15Y<� �
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� "`Notice a separate grading permit needs ro be obUined if disturbed area is wRhin the Shoretand district as indicated on prevaus page artd meets criteria bebw'•'
�
i Gradingon a slape greater than 20% T � Grading of more tban 2,000 Sq.Pt on 12%-20%slopes —� !
�_ • Grading of more than 2,0t�Sq.it.on Slopes Iess than 12% I Gradio�,is in excess of If1,p0p 5R-Ft, j ;
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I(we�dedare ihac this app6cation Qnciud�ng any accomparrying�informalion�has been examined by me(us�ano to the best of my(our)knowiedge and belie!it is Kue,mrrec[and
� complete. I(we)xknowledge that i(we)am(are)responsible for the detail and accura.ry of all information 1(we}am(are)providing and that it will be relied upon 6y Sawyer
�� County in determining whether to lssue a permit.i(we)turtber accept liabi�ity which may be a result ot Sawyer County reiying on this inFormation I(we)am(are}provid�ng in or
wiM lhis applicatwn.7(we)consent ro couoty o�cials charged witb administenng county ordinances to have ac^_ess cu[he above desdrbed property at any reasonable time tar the �
, purpose of"rnspeei Additionally,the und ed person�s)hereby give permizsion ior access to the property for onsite inspection by Municioal Gff,oals.
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Owaer A',,` I 1}�., 1 � �
'; Signature� . . Printed name �M�1\'CJ V 1`�(�� oate � l �Z�--•;
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� You are responsible for complying with the requi�ementr oP the Sawyer GounUrg Zonmg OMmances�and�aw and�regulations of the State of Wiscornirt You are also responsible for I
� mmply;ng wRb State and federal laws concerning consVuc[ion oear or on wetlands,lakes,ard streams.Fai!ure to comply may resuh in removal oc modification of construction
tha!violates the law or o.Aer peraRies or corts.Por more informa![on,visit the departmeat ot nawrat reso�rces wetlands idenYrficafor,web page or contac[a deDartment of
. natural resources servlce center(608�267-3125 j
.-...-------___.._---.___._.___..._._.__ _ �
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issuance information(County Use Only) �saniiary Number. ; #of bedrooms:�
' --_.�___-------1-- �
' Perm+t Denied iDate): ' Reaso�for Denial: � �
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i Permit#: ,� Issuingagent: Date. _.........._-- -.
' ' ���yl�
�r-- s ParcEl a SubSiandard Wt � �:i�es (�eed of aecora�_����.—_ ._ .. � . � ______.—_.. ----
� Is Parcel'tn Common Ownership � ;`Yes (Fuseal�ont�8uous Lotfz)Y it� ation Reqwred � ...Yes .;Np i
L Is Strocture Non-Coraforming i �� Yes_' _�- � o �gation AttacheA � i_ Yes �:.No �
i �
j Grented by Vanance{B.O.A.� :�'y Granted by Canditional Use ` �
; -1 Ves "No Use M: �.: ��:Yes i'No Case R:
t-'�.�--- ----r—._..._._._.�___.�._._.._..�.�;__.
Was Parcei LegaHy Created � ::�Va "'No ' Were Droperty Lines Reprezented by Owrter Y�`� ryo '
:; was Propesed Buildiog Site Detineated ; ��Yes _'No i Was Property Surveyed Yes po ;
..___..._.-------------_.._---------- -___.._--- �� � '.
: Off-�e�o.�ments:
._------------._..- ---�------------� --
: Zone D;ztrict. ' Fee: �
ro�.� t�,P��cu�t w;��,� � �t����- ' �4 Q � __�___� '
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9/14/22;3:55 PM Real Property Lisling Page
R2al EStdt2 Sawyer County Property Listing Property5tatus: Current
Today's Date:9/14/2022 Created On:2/6/2007 7:55:21 AM
�Destription Updated:7/30/2021 '�Ownership Updated:1/il/2022
TaxID: 11895 SCOTT M DAUL HAYWARD WI
PIN: 57-010-2-41-08-36-5 OS-004-000150 DANIEL l DAUL HAYWARD WI
Legacy PIN: 010841365415
Map ID: :4.15 Billing Address: Mailing Address:
Municipality: (O10)TOWN OF HAYWARD SCOTT M DAUL SCOTT M DAUL
STR: 536 T41N R08W 12502W COUN'1Y HWY B 12502W COUNTY HWY B
Description: PRT GOVT LOT 4 HAYVJARD WI 54843 HAYWARD WI 59843
Recorded Acres: 0380 ,n
Calculated Acres: 0.516 r Site Address *indicates Private Road
Lottery Claims: 0 12502W COUNN HWY B HAYWARD 54843
First Dollar: Yes ��1
Waterbody: Round Lake U property Assessment Updated:11/9/2015
Zoning: (RRS)Residential/Recreational One Z022 Assessment Detail
ESN: 444
Code Acres Land Imp.
G2-COMMERCIAL 0.380 294,500 136,900
�Tax Districtr Updated:2/6/2007
1 � State of Wisconsin 2-Year Comparison 2021 2022 Change
57 Sawyer County Land: 294,500 294,500 0.0%
O10 Town of Hayward Improved: 136,900 136,900 0.0%
572478 Hayward Community School District Total: 431,400 431,400 0.0%
001700 Technical College
• Recorded Documents Updated:1/11/2022 �L'$Property History
WARRANTY DEED � � N�q
Date Recorded:12/17/2021 436571
WARRANTY DEED
Date Recorded:11/7/2018 415314
PERSONAL REPRESENTATIVES DEED
Date Recorded:6/14/2004 322337
https:/Itas.sawyercountygov.orglsystemRrames.asp?uname=Jay+Kozlowski ���
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�Layout Notes:
�$ Trussworks, Tnc. P�e��m��ary Layout Approval
��� ��o5a ry oiso�Rd. ; i Job Number: IZ3611VZ
�'�""��_ Hayward,WI 54843
! "�4v�1 FI�#r�Maf IF�sR� �
"�?'«�...,wW...�. sales .trussworksinc.com I Print Uatc: 7/20/2022 10:49 AM
Phone:(715)63G-2000 ' Fax: (715)634-6828 ' ,
'� ��
__.___ _____ __
�-- USf0f11@i'111fOf%11at/011: . ,-- PI'Of@Ct lI7fOI717c?fl0l7: _- __ __ _._ _- ' Quoted By: Layout By:
Name: Contact: Kathy Miies Mike Walters
Ci1bl@ LUillb@�&HOR1C SOb�� .lob Name: Contracror.
--— - ` The_Dock �oadin
-___ . _---- .. �
Address: ...-- I ��' g :
— . _.__ __. _______ .._.- —_ _..__ ___---__------ -._. ...___ ,.
Job Location: Job City 46.2-7-��
P 0 Box 540 _ _____ I Co Rd B Hayward
- ---- -_ ____.. _
crry,srare.z�p: i _ ___ __ _ ---- --- __ _ _ _ . Job Job 5-1/2,�
I Informatlon Obtained By. �$ 8C111
I Cabie,WI 54821 , p g :24"OC eearing :
, ___--- -- _ _ _ _ - _ �, Verbal
_ --- _ ____- - -----___
, __ __ __ --- ___ __ __ �
��_ I
Job Type: Roof-Comm
Qty '', Heel-L , Description ', Span Truss ', Slope-T OH-L Cant-L Loading Height !I Truss Notes
_ ��02-02-05 �� -�� � ., - �� -- �--- �-� ��--�- -- � Slo 00 g�00�0 0 ��� Cant-R �6.2a 7��10�I08 07-04'� --- _- �--___ _ �I
2 � A1 DG4 27 5 Gabie 27 05 00 � I , , , ,
__ L 02-02 05 J_ -- - - -- , -- ---- 6.00 '�02 00-00 � _- 46.24�7-10�I 09 00-09 I,� ..._ ._- ---_ ._ ---- _.._ _---
1 _ 1_--- � � �I
11 � A2 27'5'Scissor 2T 05 00 � I �
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A3GR 27'5"Scissor Girder 27-05 00 /- .- -- _ � 6.00 -i 02 00-00 ' . I--24.0"o.c.`. -i - --- --------- -- '
2 i 02-02-05 � 6.00 ,02 00 00 46.2-7-70 I 09 00 09�
I o2-02-05 �� ' 1 I �I �
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ASGR 275 Scissor Girder I 27-05-00 {�,� � --- � - ' � _-__ ___ � i----- --_ --- — .______ ,�
� 02-02-05 6.00 02-00-00 46.2-7-70�09-00-09,
02 02 05 : l---- -1----------_��_� I _6.00 __l__ _- _1 _ 24 0"o.c.I_ . �
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_ ._ � 10-03 08 � ' 6.00 II 02-00-00 00-05-08 i 24.0 o.c ' ------ -- �...�------- ----_.J
�
� i 02-02-Q5 � g1 DG4 10'3-1/2"Gable I �r ,. �00-05-08 �48.2-7- 10 i 04-04-06
02 02-05 '� �I
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_.
Copied From. 123611V1 Page 1 of 2 Job Number: 123611V2
Job#: 123G1'1 V2 Customer: Cable Lumber& JobName 'I'he Dock Contractor: 7/20/2022
- � , .
Qty Heel-1 Description ', Span ', Truss !, Siope-T ' OH L �', Cant-L , Loading Height ', Truss Notes ',
1------ ''� I Slope B I'I _OH R Cant-R j Spaang _----,I
Heel R i !
___ _ � ------- - ---- -__ —--- ' --_ __----- 1—----_ � � ___--
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- ----
� �00-00-04 V81 6'1-1/2"Valley �Q6-01-08 6.00 I i 40-7 10 ;01-06-10� '
00 00 04 � I -- — / �� ---- ----- - ---- -------� 24 0 o.C.i
� - -- -- -- - _ __ ----
___ _ - -__'----- ---- __ _._. I--- .r�r- -- �''" ��-- - - --__
Tota/Number of Trusses: 26 Ship Date will be assigned after Final Approval has been received
Total Numbe�of Design's: 8 and changes made.
See Quatation for changes.
It is the responsibility of the contractor on the project to verify the dimensions on this layout and on the truss profiles. Also verify the bearing points
and heights, roof pitches, eave conditions, truss depths, and room dimensions as required. Failure to do so may result in additional charges to the
contractor if the trusses do not match the project, due to changes made ta the plan either intentional or atherwise.
Truss Quanitities,Types, Sizes and Pitches as well as Buiiding
Dimension have been verified.
Accepted By Date _�_l Please send Job Location or Ma Requested Delivery Date _/_/
Purchase Order#
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p D iv p Job Location: Cable Lumber&Home i Floor Loading: <Not Found> ��7 �
I � m rn 0° Job Name:The Dock �; Spacing:24"OC
Z � p Contractor. , Trussworks,Inc.:<Not Found> _
� Q N •• Layout By: Mike Walters I 11054 N Olson Rd: <Not Found> a..ah ra..a e..�ar.�
Print Date:07-20-2022 ' Ha ward,WI 54843: <Not Found> °""'"''W'""`''
� y Phone: 1(T75)fi34-2000 }
Job: 123611 V2 JCABLE/The Dock/A1 DG4 2T5°Gable THIS DWG.PREPARED BY THE ALPINE J06 pESIGNER PROGRAM FRpM TRUSS MFR'S LAYOUT
Top chord Zx4 DF-L 2400f-2.OE Wind loads and reactions besed on MWFRS wkh additional C&C member design.
Bot chord 2x4 DF-L 2400f-2.OE
Webs 2x4 SPF Stud W 1,W6 2x6 SP 2700f-2,2E; Purlins are shown to indicate required spacing only.Purlin size,grade,orientation and placement shall comply with the Building
W2 2x4 SPF l�11#2: Designer's requirements.
Stack Chord:SC1 2x4 SPF 1650f-1.5E;Stack Chord:SC2 2x4 SPF 1650f-1.5E;
Deflection meets U360 live and U240 total load.Creep increase factor for dead load is 2.00.
All plates are 3X5 excspt as noted.
Truss designed for unbalanced snow load based on Pg=60.00 psf,Ct=1.10,Ce=1.00,CAT II Qs=1.00)&Pf=46.20 psf.
(")4 plate(s}require special positioning.Refer to scaled plate plot details for special positioning requirements.
Shim all supports to solid bearing.
115 mph wind,15.00 ft mean hgt,ASCE 7-10,CLOSED bldg,Located anywhere in roof,RISK CAT II,EXP C,wind TC DL=4.2 Top Chord overhang(s)may be field trimmed.
psf,wind BC DL=6.0 psf.
End verticals exposed to wind pressure,Deflection meets LJ160.
Truss designed to support 2-0-0 top chord outlookers and Gadding load not to exceed 5.00 PSF one face and 24.0"span
opposfte face,Top chord must not be cut or notched,unless specified otherwise.
Stacked top chord must NOT be notched or cut in area(NNL).Dropped top chord breced at 24"oc intervals.Attach stacked
top chord(SC)to dropped top chorrl in notchable area using 3x4 tle-plates 24"oc.Center plate on stacked/dropped chord
interface,plate length perpendicular to chord length.Splice top chord in notchable area using 3x6.
In lieu of structural panels or rigid ceiling use purlins
lo laterally brece chords as follows:
CHORD SPACING(IN OC) START(FT) END(FTl
BC 120 0.13 13.71
BC 120 13.71 27.za 5-12„
Appiy purlins to any chords above or below fllers �+—6'6-5/8"--�—6'11-1l8"--►��--6'11-1J8"—�+—6'6-5/8"—+�
at 24"OC unless shown otherwise above.
Upliffs based on an elevation at or above 1000 ft.
T 12 =5X8 6 �
1 6 � _
1112�43X6 �3X6 ��I2X4
� SC �3X6 =H050 �3X6 SC2 `D
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12
5 1,12 13'3" �}+ 13'3"-�2��
f�h'�--
�2,�-�-- 13'8-112" �� 13'S-1/2"-�2�r{
(NNL) (NNL)
�+5'11-1l4"+-� �-5'11-114"�{
f Z�,5"
R=1071# U=151# RL=3441-344# Wreq=1.500"MIN R=1071# U=143# Wreq=1.500"MIN
R=262p1f U=100p1f Wreq=13'3"
R=203p1f U=100p1f Wreq=13'3"
DESC.= A1 DG4 27'5"Gable SEQ= 853049
PLT.TYP:WAVE oesicticair-ioczo+sr�zoiaFnRt-s•�.�o�h�ioio� QTY=2 TOTAL=2 REV. 22.01.01.O42B.21 SCALE=0.1250
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i� *��,ir��ia�es�eanb�oi scsi�o�w��c,m�o,a���a�h mro,�„eeo�,sr rNi A�e�vrcny ro��•Ery TC D L 7.Opsf DATE
p�non�zs P��o�io a�no��,�e mrse�„crnns.i�s�m�.�s sn�i n�o�dz�mn«ary��a��nB oe�ecsi.
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Job: 123611 V2 /CABLE/The Dock!A2 27�5��$CISBOC THIS QWG.PREPARED BY THE ALPINE JQ9 pESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 DF-L 2400f-2.�E 115 mph wind,15.00 ft mean hgt,ASCE 7-10,CLOSED bidg,Located anywhere in roof,RISK CAT II,EXP C,wind TC DL=4,2
Bot chord 2x4 DF-L 2400f-2.OE psf,wind BC DL=6.0 psf.
Webs 2x4 SPF 1650f-1.5E W 1,W4 2x6 SP 2700f-2.2E;
W3 2x4 SPF Stud; Wind loads and reactions based on MWFRS with additional C&C member design.
Calculated horizontal deflection is 0.72"due to live load and Q.29"due to dead load. End verticals exposed to wind pressure.Deflection meets U180.
In lieu of structural panels or rig�ceiling use purlins Purlins are shown to indicate required spacing only.Purlin size,grade,orientation and placement shail comply with the Building
to laierally brace chords as folbws: Designer's requirements.
CHORD SPACING(IN OC) START(FT) END(FT)
TC 120 13,71 29.42 Deflection meets L/360 live and Ll240 total load.Creep increase factor for dead load is 2.00.
BC 75 0.13 13.71
BC 75 13.71 2728 WARNING:Furnish a copy of this DWG to the installation contractor,Special care must be taken during handling,shipping
Apply purlins to any chords abova or below fillers and installation of trusses.See"WARNING"note bebw.
at 24"OC unless shown otherwise above.
Truss designed for unbalanced snow load based on Pg=60.00 psf,Ct=1.1Q Ce=1.00,CAT 11 Qs=1.00)&Pf=46.20 psf.
Top Chord overhang(s)may be field trimmed.
Upiifts based on an elevation at or above 1000 ft.
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f� 27'5"
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R=2061# U=98# RL=178/-178# Wreq=1.761"MIN R=2061# U=98# Wreq=1,761"MIN
DESC.= A2 27'5"Scissor SEQ= 853423
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Pl�ane: 1(T1S}5342468 t��m°,oanr°mtl.":a�e�,�iap�rm.�iwaihoonqwo�aNav�ivuN�«ua����° DUR.FAC. 1.15 JOB#: 123611V2
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Job: 123611V2 /CA6LE/The Dock I A3GR 27�5��Scissor Girder THIS�WG.PREPARED BY TNE ALPINE JOB DESIGNER PRDGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 DF-L 240Df-2.OE 2 Cnmplete Trusses Required �
Bot chord 2x4 DF-L 2400f-2.OE
Webs 2x4 SPF 1650f-1.5E W 1,W4 2x6 SP 2700f-2,2E;
W3 2x4 SPF Stud;
Nail Schedule:0.128"x3",min,nails
115 mph wind,15.00 ft mean hgt,ASCE 7-10,CLOSED bldg,Located anywhere in roof,RISK CAT II,EXP C,wind TC DL=4.2 Top Chord:1 Row Q12.00"o.c.
psf,wind BC DL=6.0 psf. Bot Chord:1 Row @12.00"o.c.
Webs 1 Row @ 4"o.c.
W ind loads and reacGons based on MW FRS with additional C&C member design. Use equal spacing between rows and stagger nails
in each row to avoid splitting.
End verticals exposed to wind pressure.Deflection meets L/180. WARNING:Furnish a copy of this DWG to the installation contractor.Special care must be taken during handiing,shipping
Calculated horizontal deflection is 0.36"due to live Ioad and 0.67"due to dead load. and installation of trusses.See"WARNING"note below,
Purlins are shown to indicate required spacing only.Purlin size,grade,orientation and placement shall compty with the Buiding Top Chord overhang(sj may be field trimmed.
Designers requirements.
In lieu of structurel panels or rigid ceiling use purlins
to lateraliy brace chords as follows:
CHORD SPACING(IN OC) START(FT) END(FT)
TC 120 13.71 29A2
BC 120 0.13 13.71
BC 120 13.71 27.28
Apply purlins to any chords above or below flllers
at 24"OC unless shown otherwise above.
Deflection meets LI360 live and L/240 total load.Creep increase factor for dead bad is 2.00.
Truss designed for unbalanced snow load based on Pg=60.00 psf,Ct=1.10,Ce=1.00,CAT II(Is=1.00)R Pf=46.20 psf.�---13�8-1/2" —13�8-1/2°—+{
Uplifts based on an elevation at or above 1000 ft.
T 12 .ar'6X (R1)
1 6 � �3X5 �3X5 �3X6
1112X4 1112X4
io �3X6
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12
�- 2�,5°
I"'z'.� �z"�
R=3900# U=98# RL=178/-178# Wreq=1.667"MIN R=3900# U=98# Wreq=1.667"MIN
DESC.= A3GR 27'5"Scissor Girder SEQ= 853073
PLT.TYP:WAVE oeg�cN�R�T=�oc�o,s;rP�Zo,aFTraT-5�o�o•�no,o, QTY=2 PLIES=2 TOTAL=4 REV. 22.01.01.0428.21 SCALE=0.1250
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!►hoes: 1(713�53A-2009 ta�nynruotunaM�ruponN611ryettl»PWdlnpDeqmrp�rANAVTPI1twR,
Fnr nioYa Intorrnatinn see thti ji�h'x gsneml i�oleM rya{7e ana these wah siwa: ^�I�
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Job: 123611 V2 /CABLE/The Dock I A4 27�5°SCISSOC THIS DWG.PREPARED 8Y THE ALP�NE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYQUT
Top chord 2x4 DF-L 240Df-2.OE 115 mph wind,15.00 ft mean hgt,ASCE 7-10,CLUSED bidg,Loceted anywhere in roof,RISK CAT II,EXP C,wind TC DL=4.2
Bot chord 2x4 DF-L 2400f-2.OE psf,wind BC DL=6,0 psf.
Webs 2x4 SPF i650f-1.SE W 1,W4 2x6 SP 2700f-2.2E:
W3 2x4 SPF Stud; Wind loads and reactions based on MWFRS with additional C&C member design.
Calculated horizontai deFlection is tl.72"due to live load and 0.29"due to dead load. End verticals exposed to wind pressure.DeFlection meets U180.
In lieu of structural panels or rigid ceiling use purlins Purlins are shown to indicate required spacing only.Pur�in size,grade,orientation and placement shall comply with the Building
to laterally brace chords as follows: Designer's requirements.
CHORD SPACING(IN OCj START(FTj END(FT)
BC 75 0.13 13.71 Deflection meets IJ360 live and L1240 total load.Creep increase factor for dead load is 2.00.
BC 75 13.71 2728
Apply purlins to any chords above or below fillers WARNING:Fumish a copy of this DWG to the installation contractor.Special care must be taken during handling,shipping
at 24"OC unless shown otherwise above. and installation of trusses.See"WARNING'note below.
Top Chord overhang(s)may be field trimmed. Truss designed for unbalanced snow load based on Pg=6�.00 psf,Ct=1.10,Ce=1.00,CAT II(Is=1.00)&Pf=46.20 psf.
Uplifts based on an elevation at or above 1000 ft.
f� 13'8-1/2" ■-� 13'8-1/2" —+-I
.�6X6(R1)
;,,
12 �3X5 - �3X5
6 � 1112X4 3 1112X4
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1113X5
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R=2061# U=97# RL=153/-163# Wreq=1.761"MIN R=1826# U=72# Wreq=1.561"MIN
DESC,= A4 27'5"Scissor SEQ= 853426
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Job: 123611 V2 /CABLE/The Dock 1 A5GR 27�5��Scissor Girder THIS DWG.PREPARED 6Y THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOl1T
Top chord 2x4 DF-L 2400f-2,OE 2 Complete Trusses Required �
Bot chord 2x4 DF-L 2400f-2.OE
Webs 2x4 SPF 1650f-1.SE W 1,W4 2x6 SP 2700f-2,2E;
W3 2x4 SPF Stud;
Nail Schedule:0.128"x3",min.nails
Top Chord:1 Row @12.00"o.c.
Bot Chord:1 Row @12.00"o.c.
Webs 1 Row @ 4"o.c.
Use equal spacing between rows and stagger nails
in each row to avoid splitting.
115 mph wind,15.00 ft mean hgt,ASCE 7-10,CLOSED hldg,Located anywhere in roof,RISK CAT II.EXP C.wind TC DL=4,2
psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS with additional C&C member design.
End verticals exposed to wind pressure.Deflection meets LJ180.
Calculated horizontal deflection is 0.36"dua to live load and 0.67"due to dead load.
Purlins are shown to indicate required spacing only.Purtin size,grade,orientation and placement shall comply with the Building
Designer's requirements.
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chorcls as follows:
CHORD SPACING(IN OC) STARTfFTI END(FT1
BC 120 0.13 13.71
BC 120 13.71 27.28
"'Page overflow in note placement.(RdNo1)
�+---13'8-1/2" } 13'8-1/2"-�
T �2 ,�6X (R1)
1 6 � �3X5 �3X5�3X6
1112X4 1112X4
io �3X6 3
r �
o �4X6 N1112X4=SS0719 �4X6
O1 �4X10 �4X6 � 1112X4 �4X10
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Z�Z_ST� W � � �4X10 W3X5
L 1113X5
Q 6
� 12
� 27,5"
�"2"�
R=3900# U=97# RL=153/-163# Wreq=1.667"MIN
R=3665# U=72# Wreq=1.566"MIN
DESC.= A5GR 27'5"Scissor Girder SEQ= 853077
PI.T.TYP:WAVE oes�cNcairH6czo�srP�zo�aFnRr-s�,.�o�voioi QTY= 1 PLIES=2 TOTAL=2 REV. 22.01.01.0428.21 SCALE=0.1197
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PNo�se: 1(713j�634240Q mr��:ny.m°a�°nn:n�aMimA�oiu�,N.ioia��oNqar�•r�Neu»iiews��0 DUR.FAC. 1.15 JOB#: 123611V2
F„���o��i„m�n„n��,�s�tn�iobs aa�,n��,o,e.na�e��,n tnese wen dua3: S PACI NG 24,0" TYRE SC IS
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Job: 123611 V2 /CABLE/The Dack/B1 DG4 10'3-112"Gable 7HIS DWG.PREPARED BY THE ALPINE J06 DE5IGNER PROGRAM FROM TRU5S MFR'S LAYQUT
Top chord 2x4 DF-L 24001-2.DE Wind loads and reactions besed on MWFRS wfth additional C&C member design.
Bot chord 2x4 DF-L 2400f-2.OE
Webs 2x4 SPF Stud Purlins are shown to indicate required spacing anly.Pudin size,grade,orientation and placement shafl comply with the Building
5tack Chord:SC1 2x4 DF-L 2400f-2.OE;Stack Chord:SC2 2x4 DF-L 2400f-2.OE; Designer's requiraments.
All plates are 3X5 except as noted. Deflection meets V360 live and U240 total load.Creep increase factor for dead load is 2.D0.
(")2 plale(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Truss designed for unbalanced snow load based on Pg=60.00 psf,Ct=1.10,Ce=1.00,CAT II Qs=1.00)8 Pi=46.20 psf.
Top Chord overhang(s)may be field trimmed.
115 mph wind,15.00 ft mean hgt,ASCE 7-10,CLOSED bldg,Locatad anywhere in roof,RISK CAT II,EXP C,wind TC DL=4.2
psf,wind BC DL=6.0 psf. Uplifts based on an elevation at or above 1000 H.
End verticals exposed to wind pressure.6eflectian meets U180.
left and right cantilevers are exposed to wind
Truss designed to support 2-0-Q top chord outlookers and dadding load not to exceed 5.00 PSF one face and 24.0"span
opposite face.Top chord must not be cut or notched,unless specified otherwise.
Stacked top chord must NOT be notched or cut in area(NNLj.Dropped top chord braced at 24"oc intervals.Attach stacked
top chord(SC)to dropped top chord in notchable area using 3x4 tie-plates 24"oc.Center plate on stacked/dropped chord
interface,plate length perpendicular lo chord length.Splice top chord in notchable area using 3x6.
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as foliows:
CHORD SPACWG(IN OC) START(FT) END(FT)
eC 67 0.13 5.15 �_5' 3,1�2 5'—�{
BC 67 5.15 10.16
Apply purlins to any chords above or below fillers �ri�
at 24"OC unless shown otherwise above.
12 �
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� SC2
3X4 �3 4 �
M \\\3X6(" ///3X6(") M
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(NNL) (NNL)
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R=482p1f U=100pif RL=37/-37p1f Wreq=4'8-1/4"
R=382p1f U=100p1f Wreq=4'8-1/4"
DESC.= B1DG4 10'3-112"Gable SEQ= 853063
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Job: 123611 VZ /CABLE/The Dock!BZ 10'3-1/2��SCISS01' THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SFF 1650f-1.5E 115 mph wind,15.00 ft mean hgt,ASCE 7-10,CLOSED bldg,Located anywhere in roof,RISK CAT II,EXP C,wind TC DL=4,2
Bot chord 2x4 SPF 1650f-1.SE psf,wind BC DL=6.0 psf.
Webs 2x4 SFF Stud
Wind loads and reactions based on MWFRS with additio�al C&C member design.
End verticals exposed to wind pressure.Deflection meets U180.
Purlins are shown to indicate required spacing onty.Purlin size,grade,oriantation and placement shall comply with the Building
In lieu of structural panals or rigid ceiling use pudins Designer's requirements.
to lateraily brace chords as tolbws:
CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/3601ive and U240 total load.Creep increase factor for dead load is 2.00.
BC 67 0.13 5.15
BC 67 5.15 10.16 Truss designed for unbalanced snow load based on Pg=fi0.00 psf,Ct=1.10,Ce=1.00,CAT II Qs=1.00)&Pf=46.20 psf.
Apply puriins to any chords above or below fillers
at 24"OC unless shown otherwise above. Top Chord overhang(s)may be field trimmed.
Uplifts based on an elevation at or above 1000 ft.
f 5'1-314" 5'1-3/4"—�
�5X4(R1)
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r, �3X5 �3X5
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12
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R=1190# U=56# RL=176l-176# Wreq=1.574"MIN R=1190# U=56# Wreq=1.574"MIN
DESC.= B2 10'3-1/2"Scissor SEQ= 853057
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invgcc w�,w�µe��fl�,rar w��m��o�o�o.wrea�w.�.., n m��`rc:c w�.r�.�,o,a SPACI NG 24.0" .S(�.�.S
Job: 123611 V2 /CABLE/Ths Dock I VB1 6'1-'�/2"V�I�E THIS DWG.PREPARED BY THE ALPWE JO6 DESIGNER PRQGRAM FROM TRUSS MFR'S LAYQUT
Top chord 2x4 SPF 1650f-1.5E 115 mph wlnd,15.00 ft mean hgt,ASCE 7•10,CLOSED bldg,Located anywhere in roof,RISK CAT II,EXP C,wind TC DL=4.2
Bat ch�rd 2x4 SPF 1650f-1,SE psf,wind BC DL=6.0 psf,
Webs 2x4 SPF Stud
Wind loads and reactions based on MWFRS with additional C&C member design.
Purlins are shown to indicate required spacing only.Puriin size,grade,orientation and placement sha��comp�y wRh the Buiding
DesignePs requiremants. In lieu oi structural panels or rigid ceiling use purlins
to latarally brace chords as follows:
Bottom chord chacked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. CHORD SPACING(IN OC) START(FT) END(FT)
BC 73 0.00 6.12
Deflection meets U360 live and U240 total load.Creep increase fac(or(or dead load is 2.00. Apply pudins to any chords above or below fillers
at 24"OC unless shown otherwise a6ove.
5ee DWG VAL160101014 for valley details.
� 6-15/16"�+� 2'5-13/16"— •-}� 2'5-13/16" + 6-15/16'y�
=4X4
12
6 �
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u�
m
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�ra°
6'1-1/2"
1112X4
�� 2'11" _r�-1l2'� 2'11"
R=115p1f U=100p1f RL=4/-4pif Wreq=6'1-1/2"
DESC.= VB1 6'1-1/2"Valley SEQ= 853429
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�m.r�v�a�+s�b�a.iv tor u.eMpm.nown n,.�wueqny�nd un a nr a�wvkq D U R.FAC.
Phaee: 1(T1S}t�3L2400 ra.re��omr.wu�.nwouro��ao�n,.wim�ow.q�aa�Aaer�i�ew.n.
Fnr more inlonrialinn cou ihk lo6's pnnenal notna v�gy antl thnse wotl aitn9:
�rvdd!:cs�vww.:nunrn.��,n�:Tpi:wv�.�one�.o,a:wrca:�-�.en�e�a��ucon,icc:�wuv:-G��d�� SPACING 24,0° TYPE VAL