HomeMy WebLinkAbout0104343-BuildingOSHKOSH
ON THE WATER
Job Address t565 GALWAY CT
Designer
Category
Type
Zoning
Single Family Addition
CITY OF OSHKOSH
BUILDING PERMIT - APPLICATION AND RECORD
Owner RICHARDW/SUSAN LEIB
Contractor JJ GEFFERS INC
· Building (~ Sign (~ Canopy O Fence
Class of Const:
Create Date
Plan
Raze
Unfinished/Basement 0 Sq. Ft.
Finished/Living 0 Sq. Ft.
Garage 0 Sq. Ft.
Foundation · Poured Concrete (~ Floating Slab
(~ Concrete Block (~ Post
Occupancy Permit Required
Park Dedication
No ~04343
09/22/2003
Size 16'x16'
Rooms 0 Height 0 Ft.
Bedrooms 0 Stories
Baths 0
(~ Pier O Other
~) Treated Wood
Flood Plain Height Permit
# Dwelling Units 0 # Structures 0
[] Projection
Canopies 0
Signs 0
Use/Nature ;FPJ Constructing a 16'xl 6' family room addition off the rear of the house. A 14'xl 4' patio will also be installed.
of Work
HVAC Contractor
Electric Contractor
Fees: Valuation
THOMPSON HEATING AND COOLING SER\ Plumbing Contractor
ZIMMER ELECTRIC LLC
$27,000.00 PlanApproval $0.00 PermitFeePaid $116.00 ParkDedication $0.00
Date 09/23/2003 FinallO.P. 00/00/0000
· [] PermitVoidedj
In the performance of this work I agree to perform all work pursuant to rules governing the described construction.
While the City of Oshkosh has no authority to enforce easement restrictions of which it is not a party, if you perform the work
described in this permit application within an easement, the City,stY~gly urges the permit applicant to contact the easement
holder(s) and. to secu~ny necessary approva[s.b, cfore stp~t'~'~ such activity.
Address 396~Westem Dr /~/ Oshkosh WI 54901 . 0000 Telephone Number 231-2637
To schedule inspections please call the Inspection Request line at 236-5128 noting the Address, Permit Number, Type of
Inspection (Le. Footing, Service, Final, etc.), Access into Building if Secure (how do we gain entry), your Name and Phone
Number. Unless specified otherwise, we will assume the project is ready at the time the request Es received. Work may
continue if the inspection is not performed within two business days from the time the project is ready.
ZONING/LAND USE COMPLIANCE CHECKL*IST
JOB LOCATION: ~'~' ~ ~
OWN CONTRACT. R:
PROPERTY ~~
CONSTRUCTION DATA: New Construction
TYPE OF CONSTRUCTION: (Le. fence, pool, parking lot, sign, etc.) ~-~l
ZONING
Addition Alteration
COMPLIANCE CHECKLIST
DEFICIENT
COMMENTS
Use
Lot Width
Lot Area
Lot Area Per Family
Floodplain
Front Yard
Front Yard Side Street
Rear Yard
Side Yards
Building Area
Parking Standards
Off-Street Loading Standards
Vision Clearance
Transitional Yard Standards
Landscape Standards
Height
Conditions of Approval
Compliance with P.C. or
BZA Conditions of Approval
Signage Standards
Drainage Plan
REVIEW AUTHORITY
As per Section 30-5 Enforcement of the City Zoning Ordinance, the Director of Community Development, or
designee, must approval all plans, except the following: (1) Alterations or intedor work when the use is
conforming and when no change in use is proposed. (2) Maintenance items, e.g. siding, windows, etc.,
when the use is conforming and when no change is proposed.
APPROVED DENIED
Plan Commission Action Required
Variance(s) Required
REVIEWED BY: /~'--
. SEP-23-2003 TUE 07c09 AM NOFFKE OSH FAX N0, 2353061 P, O1
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1tN:Scheck Compliancc Ccrtiticatc Cliccked t3y/Datc f
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Wisconsin Uniform Drwellin� Code ;
Rr�c/►ec.kSoAwarc Vcrsion 3.5 Kcicasc ic ?
1711�lilCn.tnx:Cr\Program file�lC.beck�REScl�eck\GEFPERSISGSGALLOWAY.rck ;
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WUNTY:Winncha�� �
FiFATINC't'Yl�L:Non-Llectric
;
UA'1�: 0�/23/03 `
llA'1'Ii 4t�PI.ANS:09/22/03
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PROJI;C,'1 1 N l�U1tMA"I'CON: �
1565(iAl.1.OWAY �
�
CAMPANY 1NI�(7K�tA'tIUN: �
G�1�l�EKS(;<)NS7RUCTION �
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UnC COM�1.1nNr.r:Y��,S�� �
c;�a�-na��W�d uA�-a4a ;
Yrn�r ltamc UA==4ao =
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0.9°/u RcUcr Thon Codc(UA) 3
Ciro�s Gla�ing f
Ar�a►or Caviry Got�t. or llour
Ycrimc;tcr K-Valuc: F-ValuC [1-Factnc �I/�
(�ciling 1:Flat Ccilin��r Scissor Tn�ss 1190 40.0 O.0 35 �
Cciling 2:Plac Cciling or Scitisor'f'r►�ss 272 40.0 0.0 8 ;
Wal] 1:Woad Franu, lG"o.c. 2560 19.0 0.0 13G
Wi�ulow 1:AUove-Ct�de;Wood�rame:Lk�ublc Yxtx:with Low-E 23R 0.300 71
Uuor 1:Solid G3 O.lAO ') �
Wa112:Woai I'ran�►c� lG" o.c. 384 19A 0.0 12 �
Window 2:Abovc-Gr:�d�;Wood Fremc;Doublc Panc;with I.ow-E 180 0.300 34 E
Base�ncut W�ll 1:Solid Cpncrctc or M�sonry 1216 0.0 5.0 lU2 k
Wa1(hci�Itt;R,0'
T�pAi beluw gradc:7,5'
Imul�liun d�pth: 8.0' �
G��wl 1:Solid Conc�ctc Or Masoiary 1�2 0.0 10.0 13 �
Wall hcigl�t:4,0'
llcptti bcluw gradc: 3.5'
Insnlation dcpth:4.0'
C,(�MPi.t1�NGi�.S'fA'fF.MF.N'T: "Che pro��osed buildin&desigu desccibecl hore is consistent with thc buildin�pls►ns,specilicatlons,
�nd Mher�;alcul�tious submittai widi tlie perniit application. '1'I�proposed buikting lws b�:u desigu�cl to n�eet the Wisconsin
Unifunn llwCliirtg Cod�rcquitrmcnls in RLS rheckVcrsiun 3.5 Rcle�sc 1c (fumxrly MLCchec�A and lo cong>ly witlt 11►e rtk'tiulltory
recpiirc►iunts listcd in thc�tF,S cl�eckins�cction Chccklist.
13uildcr/Dcsi�ncr..,,C,1���7�i � --�L�W}-�o-��.-.. Uate,��.3;�D'�__
Hea�t.i���Equipmcnt Sizing Summary
€
. .SEP-23-2003 TUE 07:10 AM NOFFKE OSH FAX NO 2353061 P 04
RF�Sc/,�ck I»spectioi� Checklist
'VKisconsin Uniform Dwclling Cade
Ft�SchrckSotlwarc Vcrsion 3.5 Rctcasc lc ,
DA1'1;:09/2:�/U3
R)d�. � .
D��t. �
Usc �
�
� Ccilings:
( ) � 1. (;ciling 1: Flat Cciling oc Scissor Tmss,R-�10.0 caviry insulatioa
� Conunentr _...�..__.,..,_..-,---•
[ ) � 2. C.:ciling 2:Flat C:eiling or Scissor Tn�.cs,R-40.0 cnviry insulation
� C�o�nments'— —...�...�._..._
I
� ALuve-(:r�dc W�IIs:
( J I 1• Wall 1:Wo�Franac, 1G"o,c.,2L-19.0 cAVity uuuletion
� Comn�enls: �_.,...._---
[ J ( 2. Woll 2: Wc►ocl Franx:, 1G"o.c.,R-39A cavity iiuulation
� C�+nui�nts• -----_.,..�.___
I
� Kxs�mcnt WAlls:
[ j � 1. 1lascmant Wa11 1:Solid Conccete or Masonry�R.0'GV7.5'b�/8.0'insul,
I R-5.0 continuous ins�ilation :
� Conniic:,�u• --------�_.._...._....�---
I ;
� Windows:
( J ( 1. Windaw 1:Abovc-Cradc:Wo4ci Fr�mc::Doublc�'anc with I.ow-F,U-factor:0.300
� Windnws must be labelvd and ratc�ci in accurdanca with NI�RC or nu�st use default valucs
f fron�C'OMM Tr�b1c 22.05-L
� li I'anes__„_Frame Type 'fliermal Break'1[ J Y�s� j No
� Conuix�tt�: . ,,.. .
[ � � 2. Win�tow 2:Abovo-Grade:wooa r��no:Uoublc YA,�c with LoW-E,U-fector;0300
� Wiuduws must bc 15bctcci and rated in accurdsncc with NFRC or n�ust uce dcfault values
� iiam COMM Tablc 22.05-L
� 11 Pancs__ ,,.}��•�me TyX+e_ 1'l�crnn�l l3reak?( ]Ycs[ �No
� Cc►nuncnts• __..__.._..._.
I
� Doors:
( ] � i. ]h�or 1:Sotid,U-f�ctor:U.140
J Uaars must hc labcicci and rated in accord�ixe widi NPRC or must usz default values
� !'i•om COMM Tabl�22,05-2.
� Cutnm�:nlr:_�_ __�._.....,._�....__
I
� Grawl Spacc Walls:
[ � � I. Grnwt 1:Soli�Concrctc or M�scmry,4.0'hd3.5'bg/4.0'insul.
� R-10.0 aunlinuous insulation
� Commcnts�_ .__ -----
� Ap��lies b walls of wiventil��tcd crHwl spac�.
I
( Air I.cakngc:
[ ] � loints,pcnc:traiions,and a11 othcr such c�,�cnings in the building e�ivelop�:tliat are sourccy of air
� lcaka,,;c mu5t br saaled.
[ ] � nawss�Ki li�lits n�us�t+e;type lC r;�ted nnd inslallcd wi(h rx�pe:nctntions or instalttd ii�siAe
� �n ap�N•opri�te ait-ti�ht asscmbly(CUMM 22.32),
�
� Vcntilation:
• •SEP-23-2003 TUE 07:10 AM NOFFKE OSH FAX N0, 2353061 P, 05
( J � Mcch�nical vantil�tion systems rnust be balancc�.�assive in��kc air duc�s providing n�akcup air
� for irucrn,ittc��t cxhaust�rn�.st be sizcd to proviAe a miniiru�m of 40%of tha total air th�t would be
• � exhaustr•d with all chc intcrrruucnt cxi�aust vcntitati�n in�l,c�1wclt;ng oFx.�rating simultancously
� (CUMM 23.02(3)(h)). _
I
� Va}wr Itel�rder:
I 1 I It�:quircd ou the w;►rm-in•wintcr side of all frarrx;�ccilings,walls,sn�l(toors(COMM 22.22).
I '
� Mat��ri�ls Identi�rstion:
[ ] � Maicria��and em�ipn�ent nnut t+e ideutif►od so tl�at canplianc�con be detcrnuned.
[ ] � M1�lilr:l�liucr[n8nua13 POr:►11 inslallcd hwting snd coolinb cquipmcnt and SCrviCC WatCi hC�tiD�
� cquipmc�t must bo provided.
[ � � insulation R-valnes snd gl�zing U•f�ctors must bc cicsrly m�rkcd on thc building pl�m or s�'�ccific.ltions.
�
( nnct InsnlAcion:
[ ] � Uucts iu uucunditioncd�p�ccs must bc insulatcd to a minimum of R-5(COMM 22.17).
(
( 1)uct C:onstruclion:
[ ) � Sncliune of ductg in unconditioned spaces nnd the uncoaditioned sidc oFplen►�must b�sculcd
I (CVMM�2.13).
I
� 'Cc�nperatnrc Ca�frols:
[ ] � 'lllcrmosiats arc requicti:d for c�►ch scpHrntc 11VAC systcm. A munual or auton�atic n�eans to��ai�tially
� rrs�ricc ur shut�IT thc hc�tinII andlor cooling input to each zooe or floor sholl be provided
I (COMM 22.15).
(
� Humidity Control:
[ ] � A humidist�t is rcc�nire�wl�eti hmnidil'ying or dehumiQifyinb(COMM 22.1 G).
�
� Yipc Insulutioyu
( j � A11 hc:,�ing pi�x:s in unheated spaas aixi all cooting pipes in wicoolzd spaces must bc
� insulated witli a nwtcri�l ptoviding n nrini�num thcrmal rcxistiviry of R-4(COMM 22.19). `
NO1'�:S'1'O 1�'lh;l.11 (I3uildinK Dcp�rtmcnt Usc Only)
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9/22!2003 2:33 Px RRCM: 92023b3061 T0: +I (9z0) 2372637 ?xGS; 001 oe 005
ro: 1�c�f� �'rccl,n
Fax Num/xr.• '
Fvnm: u CP ��Prs L-on57�
Fax JVumber.
8��: a �>- � 63 7
�,�„���:
��ii 3�9- ��s-�
Pages: �-
D�ine: �
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. 4!:2/2003 2:33 PM FAqS: 9202753061 T6: +1 ;3207 23i261% PiwE: 002 OF 005
Pumit Nurnbet
RES�check Compliance Certificate c�,�x�d By�,te �
Wiscoosin Uniform Dwelling Code
RESchackSofttiv�re\�asion 3.S Release 1 c
Data filcreme:UntiUcd.rck
COUNfY:Winnebago
HEATWG TYPE:Non-Elestric
DATE_09i22�03
DATE OF PLAN3:09l2?103
PROJECT 1NFORMA770N�
1565 GALL�WAY
COMPANY iNFORMATION:
GEFFERS CONSTRUCTION
L'DC COMPLIANCE:Pasus
Codc-A2lowed UA°444
Your Homc UA=440
0.9'/o Bctter'I7�an Codt(UA)
Gross Glazing
Arca or Cavity Cont or poor
Penmeter R-Value R-Value L-Factor UA
Ceiling 1:Flat Ceiling a�Scissor Truss I]90 40.0 0.0 3�
Cciling 2:Flat Ce�lv�g oi Scissar Truss 272 40.0 0.0 8 :
1�`all 1:Uiood Frame, 26"o.c. 2560 19.0' 0.0 ]36
VVuxlott�1.Above-Grade:Wood Freme:DouWe Pane with I,ow-E 238 0.306 71
Door]:5olid 63 0.1-00 9
V4'aU 2_Wood Frame, 16"o.c. 384 19.0 0.0 12
Window 2:Above-Grade:Wood Frame:Double Pane with Lor�•-E 180 0300 54
Basement 4L'all]:Solid Concrete or Masonry 1216 OA 5.� 102
Wall height 8.0'
Depth below gracle:7.S
Insulation dcpth:8.0'
Crawl 1�Solid Concrete or Masonry 192 0.0 T0.0 13
w�i ne��►t:a.a
Depth b�low gack:3_5'
Insula4on depth:4.0'
CAMPLIANCE STATEN�'T: The proposed buildir�g design described here is consistent with the build'mg pl�s,spoafications,
and otha calculatiora submitted with the permit aQplication. The proposed building has been designed to mxt.the Wisc�or�sin
Uni1'orm Dwelling Cadc rcquiremeirts in RES cherlr Version 3S Releese 1 c (fomxrly MECchecRj and to comply with the m�datory
requsements lisud in the RE5 checkinspectiva�Checklist.
Bwlder/Desi�ner Date
Heating Eq�riPment Sizing Summary
►.�,r E ' �'a 2� fi�DJS� l� ��'`t.,�.`�'�
�",,.
p. 3
-'--'--.� �.�� �� .�.�Vp p��L333061 TOv i: �92�) 2372637 PAGE: OD3 OF ��5 t
� GeneralInfor�ation
Outdoor Desig�Temperature; -]5 deg
Condiuoned Floor Ares: 3678 R2
A�•et�e Ceiling Height_ 8.0 ft
infiluation Ra�e 0.50 Nomoalized ACH •
EquipmentOversizingFector: 15,0 %
Loads Suorrry
Conductive Losses: 3T398 Btu/lx
Infiltration Losses: 22509 Btu/ht'
Ovcrsizing Factor Losses: 8986 Btu/lx
Total Buildir�g HeatingLoad: b8893 Btu�hr
p. 4
9/22/2D03 2:33 px FROM: 4202363061 rG: +t (920) 231263T P�e: 005 oF 005
( J j �Mechanical ventilatio�systems muct be batanced.Passive intake air ducts pronding makeup air
, � for intemriUerrt e�thaust must be sized fo provide a mirumum of 40"�0 of ihe total air ihat would be
j exhaiuted with sll ihe intermittent exhsust w�tiletiaa�m the dwelting operating simultaneously
I CCOMM 23.02(3Xb))• .
f
� Vapor Retarder.
[ ] � Requircd on the�vecm-in w�initr side of el!framed ceilings,walls,and floors(COMM 22.22). .
I
I Materisis Identitkation:
[ ] i Materia2s and equipmant must be identi6ed so thet compliance can 6e determined
[ ) 1 �ufaducer manuals for all installed heating and cooling eqiripment and swvice�vater heating
� eqaipment musi be pruvided.
[ ] � Insulation R-vaiues and glaang li-factors must be clearly markod on the building plans or specificatiarss.
I
; DuM Insulation:
( ] J Ducts in uncondilioned spaces must be insu]ated to a minienun of R-5(COMM 22.1�.
�
� Dud Construction:
( ] � S�ctions of ducts in uncoadiQoned spaces and the uncondit�oned side of pienwtis must be sealed
I (COMM 22.I S).
I
1 "1'emperaturc Conbois:
[ J I Thermostats are rcquued for cach separaUe HVAC system. A manue]or auto�nat�c means to partially
I restrict�shut of!'the heating and/a cooling input io eaGh zoax or Qoa slmll be}NOVided
I (CO�iM 22.l�.
� Humidity CoairoF
� 1 I A humidistat is required when h�idifying or dehumidifyir�(COMM 22,1�.
I
I �P�InwlaCao:
� ] I AU hestin�pipes in unheated spaces end all cooling pipes in uncooled spaces must be
� insuladed with a matetial providing e miniminn thermel resislivity of R-4(COMM 22.I9).
NOTES TO FIELD (Building Department Use Only)
9/19/200� ll:lo AM FROH: 5202353061 T0: -1 ;920) 2319310 PAG3: 002 OF OC'_
t , '
� t'�� t 12N WINDOW HEADER
� s� i��f��
TJ,Bean(TM}6A8 Senal N�ro:oio�'S 2 Pcs of 1 3/4" x 117/8" 1.9E Mi
uroer Cf0��8�i1�L1/L
Fa;9� EngneCVersioi87 F 4a' THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN '
CONTROLS FOR THE APPLICATION AND LOADS USTED
Msmber Slvpe:OM2 Roof Slopei112 .
� �
1 a
�
6 �r s��- �
All dimensions re horizontal. Product 0"i�pr�m is Coneeptual.
LOADS:
Analycis is for a Header(F�sh Beam)Member. Tribulary Load Widlh:10'
Primary Load C�Yo�-Snow(psf):30A Live at 115 96 duration,17.0 Dead
SUPPORTS:
Input 8earing Verticai Reactions(Ibs) Detall Other
Width Length LivolDeadNpliftlTota(
1 Stud wal 3.50" 3.50" 1875/1260/0/3135 L1:Blocitlng 1 Pry 1 3J4"x 11 7!8"�.9E Mlcrollarr�LVL
2 Slud wal 3.50" 3.5Q" 1875/1260/0/3135 L 1:Blocfdng 1 Ply 1 314"x 11 7/9"1.�MicroNarr�LVL
-See TJ SPECIFIER'S/BUILDERS GUIDE tor de18i1(s):L1:Block)ng
DESK3N CONTROLS:
Maximum Da�ign Control Control Location
Shear(Ibs) 3051 -2492 9081 Passed(27',bj Rt.end Span 1 under Snow loading
Moment(Ft-Lbs) 9280 9280 20525 Passed(459f,j MID Span 1 under Snow loading
Live Loed De8(in) 0.178 0.608 Pessed(L/832) MID Span 1 under Snow beding
Totai Load Defl(In) 0.294 0.811 Passed{U4971 MID Span 7 under Snow loading
-Deilection Criteria:STANDARD(LL:U240.TL:U180).
-Bracing(Luj:Ali compression edges(iop and botEOm)must be braoed at 2'8"olc unless detaYed otherwise. Proper attachmerit and positlating of Iateral
brecing is required to achieve member s�tabi6ty.
-Design assunes adeq�be corMlnuous la�eral support of the cornpresslon edge.
ADDITIONAL NOTES:
-IMPORTANTI The�aysls preseMed Is output irom softwere Ceveloped by Tnis Joist�TJ), TJ warrarns tl�e slzing ot Its products by�Is soflware uAll
be accomp�shed in acoordance with TJ product desi�criteria and code accepted design vakies. The spec�c produc{appycation,irq�design Ioeds,
end s�ted dimerisions heve been provtded by 1he software user. This ou$�ut has not been reviewed b7 a TJ Associele.
-NOt eil products are readlly available. Check wl�you�suppll�or TJ tecMWcal represeMative iar produc,�t avallablYly.
-THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SU6STITUTION VOIDS THIS ANALYSIS.
,Alla��able Stess Deslgn methodobgy wes used far Bulidng Code UBC analyzing the TJ Distributlon product Iisted above.
-Note:See TJ SPECIFIER'S 1 BUILDER'S GUIDES for mufGple piy cornection.
PROJECT lNFORMATION: OPERATOR INFORMATION;
GEFFER3 CONSTRUCTION 8EN STELLMACHER
1565 GALLOWAY NOFFKE LUMBER,ING.
1601 BOWEN ST.
� OSHKOSH,WI b4901
Phone:{920)235-3080
Fax '!920j235-3061
:opyciqht G 2003 by zrus Joiet, � Beyechaeuaer Bnainess
Micio11940 13 e reqiececed LCatl�qCK o= 2cus Jois�.
ti
., � 9/2gl2p0:s ll:lo AP1 FFOhI: 5:�2353061 T0: -1 :92G? Z31931D FAG�: 003 OF i_C=
` � ,� ' 12/0 WINDOW HF�DER
s�����,
���'''�"`�'"TA 2 Pcs oF 1 3/4" x 117/8" 1.9E Microllarr�LVL
T,lgeen(TM�8A8 Seriai NumGar:�00200374`v
Lser:1 9�,9�:�03,,:�F�.���� THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN
Fa3e? Enqne Versio� 1 E 4a '
CONTROLS FOR THE APPLICATION AND LOADS LISTED
Lcad 3rcup: Primary �oad Group
,. 1'<' �.OJ�� �
Max. Vertical Rea.tioci Tota_ ;lbs) 3135 ?135
hIax. Vertical Reactio:� iice (1bs1 1875 ?6?5
F:equirec. Bearing Length in 1.50(',+T) 1.50(W)
Max. Unbraced Ler.yth (in) 9�
Loading cn a1i span�• LrF = 1.i5 , Dea.�'. + Ficor + Savw
Design Shea� (1r=) 24�2 -Z49�
Max :hear (lbsl ?051 -3GE1 �
Hember R.eaction !lbsi 30�1 3USi
Support P.escticn �lbs) 31'5 �135
Nomeat (Ft-Lbs) �28���
Liv� Deflection (�n' 0.=75
Total �eflection �ini 0,^_94
L�ac.ir.g on all spsns, i,D? = C.3C , Dead only
Des�gn Sheac (l�s; lOCl -1001
b:ax 3hear (1bs; 122E -1220
Memb?r R.Eactlon ilbs, ;.226 12<6
Support keaction �lbs; 12"0'? 1260
Home:�t (Et-Lbs! _'29
PROJECT INFORMATION: OPERATOR INFORMATION;
GEFFERS CONSTRUCTION BEN STELLMAGHER
1565 GALLOWAY NOFFKE LUMBER,INC
1601 BOWEN S?.
OSHKOSH,WI 54901
Phone:(920)235-3080
� Fax :{920)235-3061
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J 9!19/:Q03 11:23 AM FRbh[: ;202353061 T0: —. ;92G) 2319310 PAG3: 002 OF GC= s
,� � � . .
���i�� � HE,4DER ABOVE 5/0 DBL POGKET DOOR
T.HBean(TM1 6.0@ Sarial��a��G02003745s� 2 Pcs of 1 3/4" x 117/8" 1.9E Microlla ��
rr�LVL
�5�� , �„9�Z�o3",�4�.�., THIS PRODUCT MEETS OR EXCEEDS THE SET DESiGN .
Fa3e i Engine Versio��.1.R 4a �'
CONTROLS FOR THE APPLICATION AND LOADS LISTED
_ �
�, ,z❑
b �p�g��__�
Product Di��r�m is Conceptusl. .
LOADS:
Analysis is for a Header(Flush Beam)Member. Tnbutary Load Wi�th:6'
Primary Loed Group-Resider�tial-Liviny Areas(psf):40,0 Uve at 100°k duration, 12.0 Dead
Vertical Loads:
Type Class Live Dead Location Application Comment
Uniform(plf) Snow(1.15) 360.0 204.0 0 To 10'6" .Adds To
Uniform{plf) Floor(1.G0) 0.0 80.0 0 To 10'6" Adds To
SUPPORTS:
input BeaNng Vertical Reactions(Ibs) Detall Other :
Width Length LivelDeadNplifUTotal
1 Stud wal 3.50" 3.50" 3150/1929!0/5079 A3:Rim Board 1 Ply 1 1!4"x 11 7!8"0.8E TJ-Sb�and Rim Board�
2 Sh�d wal 3.50" 3.50" 3150/1929/0/5079 A3:Rim Board 1 Pry 1 1/4"x 11 7/8"O.SE TJ-Strand Rim Board�
-See TJ SPECIFIER'S 1 BUILDERS GUIDE for detall(s):A3:Rim Board
DESIGN CONTROLS;
Maximum Dosign Control Control Location
Shear(Ibs) 491 B -3840 9061 Passed(42°,6� Rt.end Span 1 under Snow loading
Momem(Ft-Lbs) 12500 12500 2D525 Passed(61°�j MID Span 1 under Snowloading
Live Load Defl(inl 0.178 D 254 Passed(U685j MID Span 1 under Snow loading
7a�1 Load Defl(in) 0.267 0 508 Passed(U425 i MID Span 1 under Snow loading
-Deflection Critena:STRNDARD(LL:U480,TL:L124Q).
-Bracing(Lu):NI compression edges(1op and bottom)must be braced at 2'8"o�unless detailed otherwise. Proper attachment and positioning of lateral
brncing is required to achieve member stability.
ADDITIONAL NOTES:
-IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrarns Uie sizing of its produds by this software wil!
be accomplished in accordance wi'�TJ product design crifieria and code accepbed design values. The specifc product applicaiion,irput design bads.
and stated dimensions have been provided by tne software user. This ouq�ut has not been reviewed by a TJ Associate.
-Not all products are readily available. Check with your supplier or TJ technical representatve tor pnoduct availability.
-THIS ANAIYSIS FOR TRUS JOIST PRODUCTS ONLYI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS.
-AIIaHeble Stresa Design methodology was used for Buil�ng Code UBC anayzing the TJ Distribution produci listed above.
-Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple py connection
PROJECT INFORMATION: OPERATOR INFORMATI�N:
GEFFERS CONSTRUCTION BEN STELLMAChIER
1565 GALLOWAY NOFFKE LUMBER,!NC
1601 BOWEN ST.
OSHKOSH,WI 54901 '
Phone:(920)235-3080
Fax :j920}235-3061
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Mi_collanm i� a reqis*e[ed ctedeaack �_ 'I[us Joist.
9/19/2003 ?]:23 �d FROh1: _�p2353061 T0: -1 '92G) 23;9310 2eG3; 003 OF CC_
�
♦ ' •
.� � , , . '
?��.�' (� HEADER ABOVE 5/0 DBL POCKET DOOR
TJ-Bean(TFd�6.08�Serial��er 0�20037�45sh 2 Pcs af 1 3/4�� x 117/ �� �
8 1.9E Microllarr�LVL
�53� , 9�,9�:��3�,,�4��� THIS PRODUCT MEETS OR EXCEEDS TIiE SET DESIGN .
Fa e' Engne Versio� 1 F 44
CONTROLS FOR THE APPLICATI�N AND LOADS LISTED :
Load 3rcup: Pririar}� =oad �roup
" 1C' �,p���
tiax. Vertical P,eaccicr To�a� ;ibs•, Sp;g Gp�,
,+ax. Verticai Reaction Lice (1'�j^� ;_�"' �� �
Requirec Bearing Ler.gth in �..�,r,�y �,q3�y�
Max. Unbraced Ler:yth (in) _
�__. __.�
Loa�ing on sii s�ans, LnF = l.r_�� , _ea�. * F1o�r
Desiqn 5hea^ (1�=i ?4;1 -24]1
MaY ^near (1bs; 308E -308�
Pde.nber Reacti��n 'ibs 1 ?0�: '_Ccd
Support. Reaction jlbs; 3;3° �189
hIom?a*_ (Ft-Lbs} �:�,a
Liv? Defiecticn ;in� q,��i
iotal �eflectior. �;ini �; _g�j
Loading on a11 spens, LLF = 1.15 , Dea� + �,o�r + gnow
Uesign Shea�_ (l�s� 389G -334G
Hax 3hear (1bs) 99iE -991E
Member R.eaction flbsi 9919 qy_g
Support Feaction �1?�s; 5p7o _��9
Mome:�t (Pt-Lbs) 1�SC0 ��
Live De*_lection ;iri �,_;a
Tota1 Leflection �,ir.; p,�g7
Loadinq or. all spar.s, LD. = C.9� , Desd Oni;�
Desigr_ £hea_ (l�s) 145E 145E
�iax Sheer (1bs) 18rE -136E
hlemLer Reactior. !lbsi 18b3 18c8
Sup�ort Reactior. �:lbsi 1929 1529
TMcmeZt (Et-Lbs) q-ag
PROJECT INFORMATION: OPERATOR INFORMATION:
GEFFERS GONSTRUCTION BEN STELLMACHER
1565 GALLOWAY NOFFKE LUMBER.INC
1601 BOWEN ST.
OSHKOSH,WI 54901
Phone:(920)235-3080
Fax :(920;235-3061
Copyx�ight G Z003 by'irus Joiet, a Gleysrhaecser 6ue�ness �
M1=[0119.7D 13 8 L_ql°t?:Zd t'.8tl8Sfl^k 7_ 'ILU3 JCl6t.