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Home My WebLink About0055833-Building � � CITY OF OSHKOSH No 0055833 ; � i; OSH OSH BUILDING PERMIT -APPUCATION AND RECORD ON THE WATER Job Adsiress 2251 WESTOWNE AVE Owner HOLIDAY INN EXPRESS&SUITES Create Date 11/12/96 � � Designer Design II Contractor NORTHCENTRAL CONSTRUCTION CO Category 200-New Hotels,Motels,Tourist Cabins Plan E5-146-1196 Type w ing ign anopy ence aze � E Zoning C2 Class of Const: 7 Size irreg � s Unfinished/Basement Sq.Ft. Rooms 70 Height 46 Ft. ro)e ion = � Finished/Living 47000 Sq.Ft. Bedrooms Stories 3 Canopies € Garage Sq.Ft. Baths Signs � Foundation poured Concrete � Floating Slab � Pier � Other � Concrete Block � Post � Treated Wood Occupancy Permit Required Flood Plain No Height Permit Not Required Park Dedication Not Required #Dwelling Units 0 #Structures 1 � Use/Nature ew o e o a ove e oun a ion. of Work HVAC Contractor Plumbing Contractor Electric Contrector Fees: Valuation $1,920,000.00 Permit Fee Paid $4,830.00 Park Dedication $0.00 ` Issued By: Date 11/26/96 Final/O.P. ermi oi e { � In the performance of ' rk ree to rk pursuant to rules governing the described construction. � ; , Signature Date �j��6�q� AgenUOwn r Address 845 S. IN STREET SUITE 170 FOND DU LAC WI 54935 - 0000 Telephone Number 414-929-9400 f S Building Permit Work Card € Job Address 2251 WESTQWME,f1VE Permit Number 0000000 Create Date 11/12/96 Owner I-�OLIDAY INN EXPRESS&SUITES Contractor NORTHCENTRAL CONSTRUCTION CO Cate9ory 200-New Hotels,Motels,Tourist Cabins Type w ing ign anopy ence aze Plan E5-146-1196 � t Zoning C2 Class of Const: 7 Size IRREG Value $25,000.00 L Unfinished/Basement Sq. Finished/Living 47000 Sq.Ft. Garage Sq.Ft. ` Ft. Rooms 70 Bedrooms Baths ro�e ion E Stories 3 Height 46 Ft. Canopies Signs Foundation Poured Concrete 0 Floating Slab � Pier O Other � Concrete Block � Post O Treated Wood � Occupany Permit Required Flood Plain No Height Permit Not Require Park Dedication Not Require #Dwelling Units 0 #Structures 1 Use/Nature ew o e oun a ion ermi or new mo e. o e: orm rainage an mus e u y approve y u i of Work F HVAC Contr Plumbing Contr Electric Contr � Inspectio s: � Date Type �Z'�,� Inspector � pprove � �-.� �-�. ��- - � � � � � (� �s � 7 �:� mE� /� � � 4 i 3'' t Building Permit Work Card Job Address 2251 WESTOWNE AVE Permit Number 0000000 Create Date 11/12/96 � - Owner HOLIDAY INN EXPRESS 8 SUITES Contractor NORTHCENTRAL CONSTRUCTION CO Cate�ory 200-New Hotels,Motels,Tourist Cabins �' Type w mg ign anopy ence aze Plan E5-146-1196 Zoning C2 Class of Const: 7 Size irreg Value $1,920,000.00 Unfinished/Basement Sq. Finished/Living 47000 Sq.Ft. Garage Sq.Ft. Ft. Rooms 70 Bedrooms Baths ro�e ion Stories 3 Height 46 Ft. Canopies Signs � Foundation Poured Concrete � Floating Slab � Pier � Other Concrete Block O Post O Treated Wood Occupany Pertnit Required Flood Plain No Height Permit Not Require Park Dedication Not Require #Dwelling Units 0 #Structures 1 Use/Nature ew o e o a ove e oun a ion. of Work HVAC Contr Plumbing Contr Electric Contr � Inspections: Date 7 7 Type � ��t�,��spector _ � pprove /K4�w�4;� ��`U Y-S IT��)/��y , it4� l „�q_:-� ;nrC> 7Yoor'��or'S Iv /'Q✓C�'•-f �e 4l'_a�( �l � � ' � � �4�l �vv-- ` !l lL- � ec.�CiE�,t �-'iE�.�' �o �'Z^c-� e.a.�, -�/9F�r- , Z��5 7 K-Q �� / �jascs4., C' �< - /��.S�(' /-'�,. /y�� `�-��ss �r 4 �_;� --�-��,�% ,C� ./L � � `( � � .� �"�-I �{� cx'1 ��'i.s'1.r �!�v Y� d��%�T m L'+r%' /Q P` � �r`�'�S"'F� pr s , � 2�e t 7 ��' � � �s��°e�- �U K� � c � �, � o << - � /� �I �L.�, c�� `�"� ►�`, C.9'G.,t,i /AlC /� Q c¢/�C. �a -'�--I- ' - � / , y �s- �� . .:3�� y� ��.� = �- �K � � _ � S'� �, c�- .c�cc C�w� ► �- ;�� .e�2�-�;<` `' � � � �� ,-�-�.P — � �� . �� u � � � �- `��'.� `�`�`�.�"`��"� �'`'��""`� f 6 � � � _ � ; a �-.� �i �' 7 ZZ s/ �it��_ � � _ �� ' c �.� ..,�,..,. �� L;�e b�-%� Lv-� u,.t�-e� � ►�z.�.. 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P _ i ; Se'r+t by: D�SYpN Z* 414 Q�� 4i09� 08/i3197 1t :ZBA�1;�x �105;Pagt 7�2 � Cornpl�ance Staiaxncnt � This tbrn►i�requ�d to be subntitt�ed by tl�e supervistn�profes5i�ttal(uchltZcx,�n�cer,HVAC dCslgyser�c aiect:ic�l deaigAtr) absdn+in$ca�sd�ur�as aiproJecu within buildiugs wi�h v�al arta�excr�ding 3Q,Qoo cubic�ecc and conscrucsion af a,mnnan,arw��. ; and bleach�ts i1L.F�R 50.14). B�ilure to au6mit thii forta m�y c�sult h1 p�iiltle6�spexlPked ip iI.3iR SO:6 aad/ar Ipcal ardln�tte5. � Gcu�l�tr�ttiapse Priar te the i�tasl ooaaparsay oPncw buitdie�s vr additions aad tf►e fm�i cxoupgncy aPaltetcd p�cisang build'ungs,Sub�'i1t d1tS cofiplCtCd�Krd�i�lod�aa�q t0: •'1'he mwnioipa�building iasp�ctian of�'�ce 3�# •Satery snd��ildi��P.4'?.�n.�79b9,Madison,'W'I S3'7�7�74G9 Perwoa!w[ormyttoa Yo,►v�ovlde m�y br wed r��+ca�3'vy�tAri��'Law,s.3 s.0�t l xrn)j. i. PTtO�C'x YN�'Q1iMA'�'XdN� {Use�S�t�ety and Buildin�or�unicip�l projcct fabei,ar type o�print cho intbrmasion. 1f Iabel i�use�,na additioaal�ntry ii tu�dod an Parc i. Owtt�'Yt�t�D��tian Projeet Iulu�'m�tiau t � N�„ oceuponev C�p1als3�0.use CO:SPL�Al�10E ST�Z'P1SL1� l,,�lA�L Terwal au+c �iaw�'? �0'r gL,1►tQ'P�G�INs� FI�LIpAY SNN �Xi�t$QS �9 m�t.oenonG�wnba' �re�t1 ; �...r�. M1iY 21. L iq� v'dir1� ��'own of CauntY ot US�3I:USH 96-49-1917—e �' "�' �:'�� AO(1b5417 � Nam.�risR.b ot Suporvadns Pror �&�IIdFn`;�HVnC �Ll�riqos E Nane�fbez� Superv Ing]►w3�:�SutldM� f[YAC G�tlo� Nmna�aet,�i ata�a+r'ssiaC A�at toe Sulldi�C.1 l�EVAC l7 LIg1u1� Z. PTTKP�S�O�T�S ST 1'�N[E ; tChcdc�aY A.B,C.or D to i�diaeaa purpose arui cxmplota any oth�r applicsbla �oues an�d informaciar. �qacb�ddWan�peges itat�ssary�) Chock tt�o�wbich�pply: �Buiidiag �K'VAC �Ll�!►tln� t 1 P3rtls1 Casspletiaa �hsc�ip�ioo oPPvrslanCa�ap'ktad A) �6 S�atcrpeot otSabstanti�l�o�plisitsra �"o thi be�t otmy k�wltd@�r,bd'uf,�ba�ed an a�is�obyemuion,oarlSu+t�p�+n ef dt��Newf�bufidio�aad�oe HVAC it� �pplicablb ta tnh pro�ect 6sve bten eampletcd fa sub5wmpsl ea�npliance vrit�the�pproved planr�d�pa�ffie�tion�. �Bt:1LA�vG Cti�:K3 �(1�V,��IT&.�i5 �, Sr�uaurol�+sttm iruludfrt�snbds�t�el mtd erot#iaa of ait bwifdinp aaa�pvamtie (. i�VA4'3ys�m ipefudfn�}lrul crrc (tru�W.psecast.mdtst buildi��,etc.? �ILH}Z 6s.93) Z. �tta pratpaian sy�ems I�rinWe��taem�sasaka dc�nara)designtd, :, Ml conCi�lons OtiiVAC plap approvel A�d iaxti�tlad,aud tus��d pndt�dinglarw�aref!!aw on baok tlow�nrEets)by appiicMbla�ariw�eea eppi'oPr[ataly re�ist�eeAd prDfs,s6iott�s 3. S1wft�td�lattway lriclacura �(l.iG��'qvG tT�1�YS 4. �xits inctudin�bxit+uM��aiop�!!!�.l�W l. k�x�riar I[ghtin�k co�¢ual raquircmont3 i. FirNcrs�sttvs oonskucclpa.en�tasurrath�arthrtlrc walls,la�cled dooce�c� �. Iqrariar li�htin`�wnlrol rec�uir�ts� oPcoospv��t� 3, Aq c�onditiaeaoFii�tia�plan 1pp�avp)��q b. Saail�livi!rystlul(toikt�,w�ci,pVIi1ltlCtg lhCiliti�a) �nd spplicable v9rimc�qt 7. iLHR b;�rrlar-1�ac rrquir�ntotns 3, Al1 aai►4tdons at'butt4h+g pfaa apprnv�t rmd�plicable w�ti;nce� '1'f►a tollow4�heotit�rs itoi ip eawpl'niwse aMl Nra�t De�dara�ed: ,��," 8) !7 Statep�rnt aiNoaesmpiiance �—� Dus m tha fsllowin�lismd violatioruc,�his prqject!s noe ready fer occups�scy, Cy i� Sup�rvl�la�Pro1lR�siaetil Withdr�wn�'r�,n Prnjec�c (Uso A o�B abavo 0o indi�atc projext statu�as otthis duta.y�' D) i1 Pr+ojact ADaa�laaed 3. SUA�RVLINC�PliO]�S5I0 L IGNA �S F ; 1�ew��'�n�r�frv,��u�han � Da�,e � ��• � I llullql��fiVAC : .(�11Wta j�te T�j :7 Doi�dint I Hv.�C .:�f�prkK �ok S6D�4720(R,pk1{i7� '�"""-- � �'�'�G��.��.�� ? , . �RAIN_Ar,_r Fi_AN COMP!_ IA�ICE yHFf:Y.I.. TST � �� a�( . J O E L 0 r_A T I 0 N = ��%�� -�✓L►�� -- _ "� Z� , � ��`�" � FF;OPEf�T�r Owr�EfiiCONTRACTOR = T'fF'E OF F'f;OFOSED CONSTfiUCTION � �` � AREA iJF LOT? — � AF�EA OF LOT T� BE DEUELOFED = fRAIh�IAGE PIAM REDUIRED � YES � NO D1='AINAGE FLAN AFF'ROVED = YES NO � CO�IDITIONS OF AFPROUAL � r_ONDITIO F DENIAL = - z � • ' kEVIEW AUTHORITY � Appro�al of plan� or calculationl Shail be by the D i rector of Pub 1 i c �iorka ar ��es i 3nee . RFVI�EWED 8Y = OATE � � � k [ .� e��7�i� t Uv ��/ . � � �RA�A�� F�_�N COMP!_ IArir_� CHF�Y.!. TST � � �� /� �� J0� LOr_ATION = � � w �� "r'F;OF'Ef;T'f OWNER/CONTRACTOF,' � � x TYF'E OF F'ROF�JSED CONSTfiUCTION = AREfl OF LOT: •�� AREA OF LOT• TO BE DEUELOFED = c�r / I:�RAIt�AGE FLAN �EOUIRED � YES � NO , � DI:AINaGE FLAN AFF'ROUED � YES � NO COPIG I I NS OF AFFROI�AI_ = � �I.�� '�"D""`'� ""� � c.Q � �__ � b� � 1 � r_ONDITIONS OF OENIAL = RE�JIEIJ AUTHORITY � Approval of plar�� or calc�� lation_. _.r�all be hy the D i rector of Pur� 1 i c �iork=, or �je_� i gr�eu , REVIFWED SY = �j DATE � � �E�E I�`�� NOV � � 1990 DEPARTMENT 0� �OMMUNITY DEVEl.OPi�IEI�T CITY HALL 215 Church Avenue . P. O. Box 1130 Oshkosh, Wisconsin City of Oshkosh � 54902-1130 (414) 236-5065 � � November 4 1996 , D.IHKQfH ON THE WATER Stan Ramaker Design II 885 Westem Avenue, Suite 200 Fond du Lac, WI 54935 Deaz Mr. Ramaker: I have received a submittal for the Holiday Inn Express located off of the Avastar Development site on west Highway 21. The submittal does not meet basic design submittal requirements for city retention code. It also does not appeaz to meet the requirement which you and I discussed on the phone some time ago, which was to include half of the street right-of-way in the submittal, due to this azea not being accounted for in overall storm system planning otherwise. Although I will not spend much time reviewing ' a submittal that does not meet basic requirements,I did note that there was some concern about the outfall pipe and DHLR requirements. It is my understanding from discussion with the city Plumbing Inspector that once the storm system is routed through an open catch basin there aze no local concems about DHLR requirements. I have a very high concern about maintenance of the 15" outfall pipe and the 4" diameter orifice which you aze proposing to meet city retention restriction requirements. In addition,I am concemed about�e developed rime of concentration. The site is almost entirely roof top and pazking lot when developed and you are proposing to use the same rime of concentration as the pre- developed assumption. This does not make sense to me. Perhaps it would have been more cleaz if the submittal would have met the submittal requirement of my clarification memo of 1994, which requires that the time of concentrarion route be included on a submittal, as we(1 as sub area boundaries. Since reference to my clarification memo and the requirement that the street right-of-way be included in your submittal appear to have been ignored,I cannot recommend that any partial permits be issued in regazd to this site. Please let me know if you have any c�uestions regarding this matter. Sincerely, ! � I�� ` C� Tony Lang Asst. Director of Public Works TL:js c.c. rald Konrad, Director of Public Works/Acting City Manager �lyn Dannhoff, Building Inspector John R. Davel, P.E., Martenson& Eisele, Inc. � i '' SAFETY&BUILDINGS DIVISION State of Wisconsin Department of Industry, Labor and Human Relations �Nj�tPtq��r�r ' i? i � 1�'=�i� F�tct �.�r ��❑ �.��t�` ;;t�^�F�- S��T ri :ii►1) RECE I V�_.� 5��1�n WI 541�F SEP 25 �°=�� DESIC=N II LI�ITED H�LIDAY INN EXPRESS STAN RAMAKER DEPP,RTMENT �`� OfiHPRO/RILL ZANETI� 885 WESTERN AVE �UI � �� +� A 62� W R�LLING MEAlx?W� �JI��N�Tf DGdE�.��'�y�E:�T r�ND Dtj LAC WI 549t.,-. _ �. _r.�un DU I::�C WI 5:�935 RE: HtJTEL,MOTEL,INN HOLIDAY INN BXPRESS HWY 21 �SHKOSH County nf WINI3ERAG0 Plan N�te�bPr 9f-p9-1917-8 ArQa: 52,;.;11 �s��rQ feet. Su��rv. Profe�si�nal, Ruilding: fiTAN R.AMARER Su�rv. Prnfessi�na.l, HVAC: ASH�K TANNAN Y�ur R��ilding and HVAC plan� have h«�en condition�lly a�prn_�•Pd. The RbovQ-referenced pls�ns have be?n st�,e�ped CONDITIONALLY APPROVED haGed ugon review f_nr �onf�r�Rnce to the �ttrrent. +�c�ition �f the wisconsin Ad�ainist.rative Ruilding �,nd Hea.ting, Ventilating anci Air Condit.ioning Cnd�, chft�,�ters ILHR. 5(�-64, fi6 i�. 69. These �l�ns h�.ve 1vC�T heen rQviewe� fnr c�nf�r��nce tn t.l�e Plumbis�g Cocle {chs. ILHR $1-86) , the Electrical Cnde (ch. ILHR 1�) a��d �ny ILHR �nde n�t spPcifi�allv �ePntinnP�. Suhject to lacal regulations, conatr�_ictinn may proceed exce�t for those con�it.innt� IlSt•P� hQInW, The necPGr��.ry corrPct.i��n� �ust. bP �ade befnre cnnstruction �iegins. ThQ c�wnPr, a.s defined in cha�t.er 101.01 {2)(e) , WisconRin Gt•A�ltt.PS� is reRponsik�le for r_.��plittnce with �11 �c�dP requirPments. The owner sh�ll not.ify the stat.e building inGpect�r �nd loc�l offici�ls before t.�king rnssPssion of the b��ilding. ThP builr�ing will hP inspectPci during �nd af ter c�nstr�ict.ion. ILHR �0.15 EVIDENCE OF APPROVAL. The �,rcl�itect., ��rofessi��n�l en�►inepr, designer, h��ilc�er or nwner S�1flll I1PP!? �ne set. of nlan� bP�,ring thp apprnpriat.P stam� �f agpr�+v�,l at the b��ilciing site. � � �`� g'� �'��/ SUDA-79li71R.!0/841 � i ! � SAFETY&BUILDINGS DIVISION State of Wisconsin Department of Industry, I.abor and Human Relations ��E;;ii=�?� !:I LI?�!;'1ED �epte�i,er 2p, 159F P=t's'e ° ':11 _t'ut��r� ��lftn s��hmittals requii•ed t�� n�pl�te thi� project must. i,P ciii.,mitt.e�! in qra�,druplicat.Q, Rnd �ie t�cc��nieci k�y thP FlanR A��prov�l Arplicntinn form �:SR-118) �nd fee�s. When the k�uildin� volue�e excPpds 50,OQ0 cubic fQet, �11 �i�Z�licat.ion forms �shflll include the ri�t.mP of t.he huilding nr co�panent• �_lesigner AND RE SIGNED BY THE SLiPERVISING PRQFES.SIQNAL 4F THE PROJEfiT. 1'fiis ��provt�l dQps n�t incl�idP approv�l for vert.ical tranRpnrt�t.i�n. �'ont•act. the Elevat4r Section at (608) 2F7-3�7& for Glt�.?filYf.Al r�enui re�epnts. ILHR 51.151 SheQt. A3 room F36 has �ore than 25 �er��ns a.nd rec�uires two exitE �t. lP�st. 1/2 t.he roc�� di�g�nt�l apart., ��d bnth shall swing in the dirPcti�n of Qgress. ILNR E9.36(1) �nd ILHR 51.161(7) Figure 39 b F�. c are nc�t grt�s��.ble and Rre ��t. �tccept�hlp Det.ail 5/A16 is not �ccPptable. ILHR. :>1 .042 The 1996 11L Vol. 1, p��N 16, prohihit.s electric baxes is.w�.11s �t i th fit.agerPd �tud�s. 71iis b��ilding i:� c1R4sified a� Nn. 7, wood fr�,�e Fr�tecteci c�nRtruct.ion. '�l�is h��il�iing ic complet,Plv s�,rinklPred. ILHR n0.15a Pro�,erly signed �n�! CPR1P!'� Gl,rinhler• �,ians, cxtlr•ul�ttions= s�►ecifica.ti�ns, aiz� a ��i}y of t.hP co�plet.ed Gr�rinkler ma.t.prix.l and te,st cert.ificates shall �ie �resent at. the job �site �,nc� �ade av�ilable, u��on re��ieGt, to the depart•ment,, its agent. or Zn�RZ �'�vernmPnt t��pnciPa exer�isin�' juris�iction. NC1TE: Thi4 ��l�n ha.c not been review?cl fnr rule� relftt.ing t.o licPnsure of use. � It. is rPc�m�eendPd t.ha.t. vc�u cnntact. t.hP licensine agency rPga.rding rules which nt�y i�P mor� reGtrictive. i � i SF3DA�79N71R.10/841 � i SAFETY&BUILDINGS DIVISION State of Wisconsin Department of Industry, Labor and Human Relations � E.`,t F=rf, I� L s at! +.'F:i. `�.ept.e�ber 20, 19gti P��F `' `'lIIC�'T'�'1�`i �' ,f _ --,�� t" ,� ,e � �,....,,,,�``, -,� ;,�'�� .� �1u_ e E. Petel'soII Nlan Exae�iner i?15} b24-6852 !iEP:vs:1346 <�c: �tftte Building Inspect.or: R-3 Ochs (414) 929-31fi7 Fridays ..�uilciing In;spect�r, �+HK�SH "� .�SHOK TANNAt� Hk.SS, E��virom�ntal San. ��t. I SUUA-78lI71 R.10/841 � i � SAFETY&BUILDINGS DIVISION State of Wisconsin Department of Industry, Labor and Human Relations ,._: . , � _ p �,... .'.' .. ;_. ..� �� . 3 .. �w..�.. .� . . _ r _ Jri� C_ . JT. _ ' ' _. . . _ '\ ::I t�� , .['�� +=�' �� a ��?l»��. � � �U�.) �.. �`°��: V-��.J � � . Shawano WI 54i 66 �°j � . 1f�� ^^�.• '�A. Y h�P" .•=�,J.(i�v =i �i��t=it�u � .,�:- '`�+,f :. 'a' HuLIDAY INN EXPRESS ;AN R�,MAKER ��,��,::. a .;_'�v��E I�� OSHPRfl/BILL ZANETIS -5 wESTERN AVE �liI�� E �GG n25 W �tOLIING ME.AD4WS __ , ! ";7_ _ --_ _' -- , , i � , . ''" - ��IuhY I�vN EXPR�:SS n�Y �'1 ��"��K�?SH Countv of WINNEBAGO - �n l�umber 96-09-1g17-B . : �a: 52,311 square f��t ��rv. Pr�ressional , Building: STAN RAMAKER �:prv. Profie�sionai , HVAC. A�HGK TANNAN __,; revised Buiiding and HVr�G plans have been conditlonally approved. - � �b�ve-rererencef.� pians hav� been stanped CONDITI�NALLY AFPROVED based upon ��eview for c�nformance to the curr�nt edition af the Yrisc�n�in Administrative ?+.�il�ing and Heating, Ventilating and Air Conditionina Cod�, chaptars ?LNR, 5G-��, bfi & 89. Tnese �1ans have NOT �een reviewed far confr�rmance tG the �lumbing C:ode (chs. ILi�R �1-rh) , the E�ectrlcal C�de (ch. ILHR i6:) and any IIHR ��ad� not speciTlc�iiy mentioned. ��ti�j�ct to lo��l regulations, construction may proceEc� except fir�r those conditions listed be�c�w. The necessary corrections must be made befare constructi�n be�ins. The �wner, as defined in chapter 101 .01 (1)(e) , �+isconsin �tatutes, is resp�ansible far complian�e with all jade requirements. The �wnFr sr�all n�tify th� state �uilding ins��ccur and �ocal c�rficials befor�e taking p�ssessian of the building. The bui�dina will �e inspected during and �rter• construction. iL�R �4. 15 E'�IDENGE GF AFPR4VAL. The architect, professiarrai engincer. ciesignEr, builder c�r �wner shall kee� ane set of plans bearing the a;:proariate stamp af apprcval at the b�ilding site. � � � � r��l��6 SHDA-79lI71 R.10/841 � i SAFETY&BUILDINGS DIVISION State of Wisconsin Department of Industry, I.abor and Human Relations '1�'c"�IG+V II L'lM1Tt�' P�ovember 1a. 1�9h ��a� � �lr�i' _ ,1 ��} [':��illt[�;r �� _;!'_ � cC` .,- - -illC�'r�rr _ti1 _ t� ?<=+.t. ii`iU�r �'_ _�.�C.'lllt� .=. �r� c�uaaru�i ica�e, and be acc}xnpan�ed �y tne Plans A�;prova: App i ic�tion forrr� ;:�8-`� 18) and fees. Wh�n the buil�ing v�lume exceeds 50,0�0 cubic feet, all ar�piic�tic+n farm� snall include �he name �f the building or component c�esigne� A�D BE �iGNED BY THE SiJ?ERVI�ING PROFESSi�JNAL C�F THE PROJEGT. �his approva' ares nat include appraval far vertical tranGportatior�. •=:��nt�ci th� Elevat�r Sectian at (�0�? 267-3�7n for sunmittal requirem�nts. �lans raviewed ir+ tne time allowed, This bui7d�ng is classified as No. 7, waod frame protPcted construction. This ouilding is cc�mpietely sarin�.7ered. ILHR 5G. 155 ?roperly sianea and se�le� sprinkler plans, calculatians, S�BCif1G3t'�i115, a►�d a �opy �,f the cempleted sprin�;ler mate�ial a�d test certificate� shali be �present at the job �ite anci made available. upon reque�t, to the d�partment, its agent or loca7 government agencies exercising iurisdictian. ��C�TE: Th�s plan i�as not b�en reviewed for ruies r�;�ting tr licensure ofi use. It is recammended that you contact tne licensing agency regarding rules which may be m+�r�� restrictive. Sincsrely, ; i -, � � � C'� ,�`�'�'_----_--...�. �. � Duane E, Feters�n P?an Ex�miner i'715) 5�4-��b2 QEP:vs: ta53 cc: �tate Building Insr�ector: R-3 Ochs i414) 929-:st67 Fridays �Building Inspectar, OSHKOSH ' T�NNAI� ENGINEEFiING INC pSHGK TANNAN H&S�. Fnv7romentdl San. Sect. SHDA-79l17 1 R.10/841 Wisconsin Department of Industry, PERMISStON TO START CONSTRUCTION Safety and Buildings Division Laborand Human Relations ��.,, � v-,�� , I N O T E: T h i s p e r M i s s i o n i s a p p l i c a b l e o n ly t o p r oj e d s C�> �`-r. �j_�_, ' . . i having be low gra de foun da tion wor k. Additional fees are required. Gontact one of the locations listed below for more information. HAYWARD OFFICE LA CROSSE OFFICE MADISON OFFI�E SHAWANO OFFICE WAUKESHA OFFICE Route 8 2226 Rose Street 201 E.Washington Ave. 1053A E.Green Bay Street 401 Pilot Court I P.O.Box 8072 La Crosse,WI 54603 PO.Box 7969 P.O.Box 434 Waukesha,WI 53188 I Hayward,WI 54843 Tele: (608)785-9334 Madison,WI 53707 Shawano,WI 54166 �„� ' 14)548-8600 ' Tele: (715)634-4870 FAX: (608)785-9330 Tele: (608)266-8735 Tele: (715)524-3626� ��: `� ( 4)548-8614 ' FAX: (715)634-5150 FAX: (608)267-9566 FAX: (715)524-3633 �: � �; �!pV 13 1996 Project Location: ry•-p S�,- -�'r i Street: E-File: �""� �� .^°;,��t�'�'�4 '�n,�='!si�- ,..� City: Plan Number. r"�'` County: Date Plans Rec'd: ` ' Occupancy: We,the undersigned,request to begin footing and foundation work prior to approval of the plans in accordance with � ILHR 50.14. Plans have been submitted to the Department of Industry, Labor and Human Relations,Safety and Buildings Division,and all information requested by Code ILHR 50.12 or ILHR 50.13 has been included with the submittal. We have reviewed the specific code requirements for the building or strudure and its use,as set forth in ILHR 50-64,and, where applicable, have shown comptiance on the drawings_ We agree to make any changes required after the plans have been reviewed and to remove or replace non-code complying parts of the foundation and/or footings. We agree to proceed with the footings and foundation only and will not continue with the remainder of the building or structure until approval has been received_ � We understand that,prior to the start of construction,a Building Permit must be obtained from the local authorities ihaving jurisdiction in accordance with their laws and ordinances. j We understand that if this project is in an unsewered area,a sanitary permit must be obtained prior to the issuance of I a local building permit(ss 101.12(3)(h)). i Owner's Signature: Designer's Signature: (Original Signature in Ink) (Original Signature in Ink) i Date Signed: Date Signed: Owner's Name: Designer's Name: � � Street: < Street: � � City. State: Zip: City: State: Zip: � Department Action: ❑Approved ❑Not Approved Rev�ew Comments: ..,_�_... �� r : . , I Reviewed By: Today s Date � SBD-198(R.08/92) �. BLDG. INSPECTOR'S COPY � . . . . . � ...� . � , ._ . . . . . _. _,. . _ .. . . __.. _. . ...,.. . . y... GL C��,C.��a�„M� � U � � . �RAIN_A�r FI_AN COMF�_ IArir� CHFCY.!. TST � Z2 S/ lJ�.s�r�.� �i��- � . JOE LOCATION = � ��a� x,��ss r'F;OF'Ef:T'f OWNEfi/CONTRACTOR � T'!F'E OF F'ROF�JSED CONSTRUCTION = AREA OF LOT : AF�EA OF �OT TO �E DEUELOFED = �� I�RAIf�AGE FLAN REDUIRED � YES�_ NO DI:AINAGE FLAP� AFF'ROUED � YES � NO � CO�IG ITIONS OF AFFkOVAI_ � r_OMDITIONS OF DENIAL = = �;E�JIEW AUTHORITY � Approual of plar�� or calculation=. �r�all be by the D i rector af Pub 1 i c �iork� or �je_� i gr�ee . hFVTFWED 6Y = /� DATE � l� Z G f � R EC�I� �'� NOV 2 7 1990 DFPARTN1EIVT 0�' COMMUNiN o�vE�o�r�E�v� � � � � � .Oi •2� f�- Fki i:s: 21 F.�.l' 41�1929G�33 �uRTH�:E:�TR:�L (.'f►VST. [�1UU1 ` .... -- . -- �.- -•- ..., . .,., � . . rhd 1Vl'. 414:l.L�, ':� : . l�E�UEST' �'OR II�'ORMATIU�t � �,,----- --�rs,� w -� pau: S _�. - - � �! _ ItFi N�,- k�� - Yttije�, Ha7..�day Irvn �s - Oshkash _ Cost Bffact?: . --.....K--- .�r.. a7.r�erence� ____� _ � � -- . -s � pa„p�t I�StC�Q�11Te� _ — __.. � AN.a� - � � �'�*Tj�. �1.�If� ��"�"K��'f'�, �G ��►�Y �t{iSp►��-"a-J �; ��.C.f.��; K � T � �c}�� .�a.�"`� Q� 'Q"`i� ,h.� 1��,� C� i � �' t c�oq t ca �Gt , �p �., � to��j� 7,,.aq B � Zo � Z7 ��Zt.�. � � r ( � � � l � � ` # � � � ' � �Z { /�.-�i3011 i�V`- . �� ; � �� . ; � / � # �� _� �� G �,�IAJ l4�1-a ia ka.tts� D�- �� ' I � 2 /�1 �� t`'c%l�'jr� [✓/�J��[.3', � / ` �Y' -. �_� �r�ciosures: ..,...,. �__.._ _ —- pf. !��n: ._ �TR[G CUNSTR UCrlQ1+1 CQRP. Propose� ��ution � Y��. _'�_.�.�-_�_ .v_—_` _ 3; � k �' Apr av�d � • �' � • •�? 3_ �7 � �� i "__�r.��.. Y ��: ��r � �l �� - �� r - � �_� : { � � � � �: f : � . , Y�4' u ; y� . , , �;� � � " ;� p,K � -A ��.i _ r � s a �•• _ f '}'.t - .i.it:�, �.� � � .�N r,y� .. '� .�... � � '� . , �� . M .� � �� t,. RN �� - :� i.^c;1' .1� � C. ' � ... �� r 3 ' .l Y r'_S ��i � J��,•' RC[!l�' 44/�SJ�l� �TrV�L�F+ �y�(�;� < < � . �r.w: ��,� .... !,�,�s.�. J:.Y.. . -I FJ L'�.. �:� i � , �:.�R 4.'�� , __ . � - -- � , , ; TO .._.__ ..�__..__ ��- �. ��. , �. Z�iv.sr', ' �abPt;a$ � F SUBJECT . DATE MESSA E �/ I �g7 _--- ��oA lN ►� ��ss � �� p � �� o u� ��u.�s-� � SIGNED � • � DATE ; REPLY _ � _. _ ; � � ; _ _ _ _ __ � � ; _ � I _ SIGNED ._ roas�►FoaM3eo, i��o��so RECIPIENT: REPLY ON PINK COPY — RETAIN WHITE COPY � :- ~ _ y _�� $ Job Truss TrussTypc aN PN S`T'_ 2 g p Q ( �o� L F i 8450�R �S01 ROOF TRUSS 5 1 NCC-HOLIDAY INN SECTION A � E Hoida Lumber 3.3T s Dec 27 1996 MiTek Industnes,Ina Fn Jan 17 16 41�IG 199 T Pagc 1 y+ ' Z ! 6t10 � 1�-<'-6 2t-t-0 � 27-0-8 3-14 760.12 439-8 50.2-10 567•12 6Y0.14 69�48 '. 6-0.0 &2-6 b10.10 618 2-58 62-12 7-&12 6S2 6S2 6S2 6�10 € i � 4 3' 3x6= � , 5.00� 5x8=3x5 u Sx6= 5x5= Sx5= ` i F G H I J K s 5�� 4x4� 3x6� E � 3x6 c 4x4: 4x4 a ; M � � C � � 4x8� � o s 4x4% � � ` B g �qA/L 3x5 ii � f 10= Sx8 P o i � 4�_ o � � �ni l Y X Io �: � A AF AE AO AC 3x5�� Wl V U T S R Q k Sx6- 2x4�� 4x8= 3x5�� r 5x6-� Sx8= 3x6= 4x4= 5�c6= � 4xB i� 3x6= l Sx6= 3x6= 4x4= p Jt� PAGE 2 '� Fo2 RtyAl2 � 74412 . 0. 0 60.0 1�-2-6 21-1-0 27-<-8 14 3E0.12 439-8 52-1-5 6411-J 659-8 0.a-0 S&0 &2-6 6/0.10 6l8 2-58 640 7-812 6613 6613 &145 42-72 PWte Offsets(X,l�: (A:0-0-0,0-0-0),(F:0-2-4,0-2-OJ,[J:0-OA,0-2-0],�K:0-0-0,0-2-0),(V:0-OA,0-2-0�,(Z:0-2-0,0-2-4j,(AB:0-2-0,03-8J,(AE:0-1-8,0-2AJ ? LOADING(ps� SPACING 2-0-0 C51 DEFL (in) (loc) Vdefl PLATES GRIP t TCLL 30.0 Plates Increase 1.15 TC 0-92 VeR(LL) 0.22AF/AE 999 M20(20ga) 199/�46 TCDI 10.0 Lumber Increase 1.15 BC 0.92 � VeR(TL) 0.36AF/AE 992 I IBCLL 0 0 Rep S[ress Incr NO WB 0.94 � Ho2(TL) 0.08 Y Na E BCDL �0.0 Code TPI (Matnx) ! Mm length/LL defl=240 ' Weight:344(Ibs) ; � LUMBER BRACING i TOP CHORD 2 X 4 SPF 2100F 1.8E'Except' TOP CHORD Sheathed or 2-6-14 on center pur�in spacing, F-H 2 X 4 SPF No.2 except end verticals. BOT CHORO 2 X 4 SPF No.2'Except' BOT CHORO RigiO ceiling directy applied,or 10-00-00 on center bracing. Except: a-S 2 X 4 SPF 2�OOF 1.BE,1-W 2 X 6 SPF No.2 • A-AF:6•3-0,AE-AF:6-3-0,AD-AE:63-0,E-AB:3-9-9,Z-AA:5-0-9,Y-Z:2-0-11, WEBS 2 X 4 SPF Stud•Except• GZ:6-5-14,R-S:6-3-0,Q-R:6-3-0,W-X:5-2-4,I-X:53-10,AGAD:63-Q g J-W 2 X 4 SPF 2100F 1.BE,O-0 2 X 4 SPF No.2 V-W:6-3-0,U-V:6-3-0,T-U:6-3-0,S-T:6-3-0,X-Y 6-3-0. � OTHERS 2 X 6 SPF No.2 WEBS 1 Row at midpt B-AE,AE-AB,Z-X,X-I,V-K,L-T,T-M ¢ WEDGE LeR:2 X 6 2 Rows at 1!3 pts E-AA,F-Z,Z-I,WJ,V-L,O-0 , REACTIONS (Ibs/size) A=1509/0-3-8,Q=1837/0-3-8,W=1910/0-5-8,Y=2898/0-5-8 Max Hora. A=-505(load case 4) � Max UpIiR A=-246(load case 4),Q=-199(load case 4),W=-85(load case 4),Y=-25B(load case 3) f Max Vert A=1509(load case 1),Q=1837(load case 1),W=2149(load case 6),Y=2898(load case 1) � FORCES � TOP CHORD A-B=3100.B-C=•t795.C-D=-1513,D-E=-1189.E-F=1149,F�G=1755.G-H=1752.H-1=1752,I-J=723.J•K=•417.K•L=-577 L-M=-1810. M•N=-2701,N-0=-2891, � O.P=167.P-Q=-297 � I BOT CHORD O-R=2767.R-S=2�45.S-T=2145,T-U=1314,U-V=�314,V-W=-126.W-X=2,X-Y=-4,Y-Z=-2837,Z•AA=-989.AA-AB=960,AB-AC=49.AC-AD=��{��-AF=2743, � j WEBS B-AF=74330 AEB-11307,D-E=4547!O-AB�548,AB•AE=1868,E-AA=-2262,F-AA=1275,F-Z=-2C52,I•Z=-1411,X-Z=-945,J-W=-19yE�:�'J-�[�SOrl�+l��`l�512,� � � L-T=1023,M•T=-1023,M-R=702,O-R=-451,O-Q=-3132 ay�'�,'��/ - �1L ��Or✓�I } NOTES o 1_ � � � � 1)This truss has been checked for�nbalanced loading co�itions about joint H. a � � 11 _ri,..�� .+ � 2)Thls tr_ ;`�as been des�gred!or the wnnd toads genereted by 86.0 m.p.h.wir.ds 3t 40.0 feet above grounC�evel,�:s�ng t0A p s.f.top .,,;^ t � �� . . . � ; � chA�d,: �^,cadand 10 0 p�aef�ettem chor�dsaE'loa`d,�^00.0 M�+s fror.�:��rncanz o.�anline,on a calc.3Cy I er.r.csed bu��ding,ef �-.�. �� V; ; � (� � 6� dimens�cns 2669 by 80 0 with exposure C(ASCE 7•93). Lumber Increase= 1 33,Plate Increase= 1 33.Both end verticals are i j, 9 �' ,_ j (j,� _ � as ,.. • exposed � � �;.:•_ , ` w � € 3)WARNI�:G The unusually lor.g span and/or configuration of[his Vuss requires;hat extreme care be used in its app!ic�tion Use proper � �, j� (;;��;; I�,� ��„ t transperta;cn !.r:cading and erec;ion metheds Assure that all requued weo'ateral Cracing is commur,icated to'te bcilding contracter `� �� ,` -� � \ yr � Ensure that over-all building bracing is designed by a qualified engineer,arohrtect,or building designec � ^ `•- ,• 1 I i � i �l•' � �� O 4)Provide adeGuate drainage to prevent water ponding. :.. . •�I E. �v I �i` ��7 i IOADCASE(S) =:et;;�;�:d� 1)LumCer'�_ essz=' : �'�!z:nc;e3se=1 75 ;• • �• . : •~•• ' � • • r • . � . . .•. . ,.,, .. ..v., • �ggg '. yr ��} , ��y� �;,� . i.'• }•;;• , _•r. ;C . :i wi�f�; • , a: i' i,,��Il�ti• �'f�f. '� �W,� ^��6 d��l�� .M� � „�• ••�; ♦.•t.}..•• t• •t• �V ,,�• ' •,.. �..rt.. ;d � .� � . �' �� y.;.dei et^��btel�a�o'a k�ta�/!d� q�aa +�ti,dN�ya� rtie.i,'�� 0 -A, '' .roiripedWboc�p'1� •w�a�A,dw • a, �D�ols.l� • •f,. a . ' iespdnsibMty ol the siecta. Adddlbrwl pe�ma�ent Wachq•O��ovewN 41�ucture k fhs�espons�plty ol the buNdkp�tleslqner.Fo�peneiol quldance� • ' � �epoidkp iab��afbn,quaNty con��d,siGGpe.dellvery,eiecibn antl Gaclnp,consutl CST•8E OualMy Standard,DS!•EV{roelnq Sp�eMleatlw�,and NI6-Gl M;Tek� Nantlllnq Indalllnq ond�rxirp R�eomm�ndalbnavallabb I�om Tiuss Pbte I�stltute.583 D'Onohb Di1ve,Madkon,WI5371o. - _ k S � `�� r � 4 ..___..._`_�___ .- � _ ' ' __�._._'_�_..r�__�T�__-�_..._._ ___" _� . ________.'._ ._".-".'_.____-_____'__' � Job j Truss �Truss Type pty �Ply � ST _ � 8 o q � ?o� 2 � j. ' 04508R S01 ROOF TRUSS 5 1 � ti�;-HOLIDAY INN SECTION/� � � • Hoida�umber 3.3T;Gac 27 1996 MiTek Indus(ries,Ina Fn Jan 17 16:41:48 1997 Page 2 , Z LOAD CASE(3) ( Undorm loads(Ibs per R) ' VeR A-8=•110.0,B-C=•110.0,C-D=-110.0,O•E=-110.0,E•F=-80.0,F-G=-80.0,G-H=-90.0,H-1=-80.0,I-J=-80.0,J•K=-80.0,K-1=-80.0,L-M=-110.0,M-N=-110.0,N-0=-110.0, }, O-P=•110.0,�-R=-20 0,R-S=-20.0,S-T=-20.0,T-U=-20.0,U•V=-20.0,V-W=-20.0,X-Y=-20.0,Z-AA=•20.0,AA-AB=-20.0,AC-AD=•20.0,AD-AE=-20.0,AE-AF=-20.0, A•AF=-20.0 ' F G �p L4 ATTACH 1/2"PLYWOOD GUSSET(APA RATED SHEATHING 3?/18 EXP 1) TO EACH FACE OF TRUSS W!GWE ANO tOd COMMON WIRE NAILS (.148'DIA.X3'�(DRNEN THRU 6 CLINCHED)SPACEO 3'O.C. �O 2,��X 7I` FAG�E GRA�� i i ZO TOTAL NUMBER OF (s O NAILS PER MEMBER �Np �'�I o 3RS / '$ . ADD NEW 2X 8 NO 2 SPF MEMBER(S7 AS SHOWN i ; r . •�• �S.• ~ts, �M• •� •. ..� ti•1••� • •P �''~ •�. �- ',�•�- . .i e •. .. 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' �eportlkp.bbr�atbn.quaWy contioL tiorape,tlelNe�y,erectbn and Wackp,co�sutl CST-60 OualMy Standard,DS{-EV�roclnq Sp�cMcatbn,and MI{•91 MiTek� Hantlllrfq Instolllnq ond�roelnp��eomm�ndotlo�avaNable liom i�uu Plote hstllule,583 D'Onolib�iNe,AA�dkon.W I 53719. - � STANDARD REPAIR DETAIL FOR REMOVING A � SECTION OF THE END PANEL OF A FIOOR TRUSS ST-REPO6 , O� O MITek Industries, inc. Chesterfiel , MO. # �� NOTES: O o0 0 00 1,7�-pS IS A SPECIFlC REPAIR DETAIL TO BE USED ONLY FOR ITS ORIGINAL INTENTION.THIS REPAIR DOES NOT IMPLY �; a THAT NO FURTFiER EPAIRSOARE RE�UIREDSWHEN T}i�E R pUl EDEREPAIRS ARE PR ERLY APPLIEDTTHE To UE S'� WILL BE CAPABLE OF SUPPORTING THE LOADS INDICATED. 2.ALL MEMBERS MUST BE RETURNED TO THEIR ORIGINAL POSITIONS BEFORE APPLYING REPAIR AND HELD IN PLACE DURING APPLICATION OF REPAIR. 3.LUMBER MUST BE CUT CLEANLY AND ACCURATEIY AND THE REMAINING WOOD ti1UST BE UNDAMAGED 4.THE ENO OISTANCE,EDGE DISTANCE,AND SPACING OF NAILS AND SHALL BE SUCH AS TO AVOID SPUTTING OF THE WO00. 5.THIS REPAIR IS TO BE USED FOR SINGLE PLY TRUSSES WITH 40-17•4 5 LOADING IN THE 4X ORIENTATION ONIY. 6.CUTTING IS PERMIT7ED WITHIN 1r2'OF CONNECTOR PLATES,AND MUST NOT AFFECT PLATES IN ANY WAY. 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I GR�1S3.RS�2ST.ST:�.taJ�JSf_thV�Q.v.Nv�.�O BOTOqRO 1N.X=25Z Llf��1a YZ=I57.2.M-'Zi7.AAids+'40.16�.;GzZ78.AC,A�S9�AdAEs13Z'�.AE,k=15d4.AFAC'rst�AG-AFi--t32<.AM-AI=111T..11 1J=ff9'J. I MJJC*-2�.AK.�t��.S65.AL-AM*-166.AM.�Ns�16a..1-A/�1C� 1 VME$5 �►�G-t6t.GAl�.ttS.p.ad�ZOp.p.�ua..2tZ�.�y..287.F�L�6t2,F-AK�-G1T.G,WC�-12�,Fi�AlC�TOi3,H�B�.I-IIi�-�ba.1.A1�905,J-AtL486.J-O.FI�Z16. � � K�AM�.Xl2.IGat'�7,L 1Fa6.l,AE==790.MJ►E=212.lf.aD=-t83.N^�-'06.N,AC=-�,0,4C.�7BC.GJ1�-:Qiz�,�-10:,C-18=7U,0�11�2.R-al►z635. R-Z�168.S-��05.T�=2u.T JC�-9Z,U�166.U-W=-!H4 HOTFS Itl�brb saongoaaa.o�ea�saaeea u t0 he[on een[v aeC Osceiced m e�vua.Mh 3-tOd naas. �aadcs ro De avcrea � �o vra4 ac o�wr aav rds a r�soartra oy parer�n ' D er !�c�unoN.oo�a�c wa�. ��►��C O�� i ;wao u�cs� � �►��5 �f$j i�� i 2�Lun+Oer 4atas�1.00.Rate inwastt=t.GO I �.�„�� ,. 't� ., f I VaCBC•JO_Q C-0�J0.0.4E=-i0.0.E-F�0.0.F1'i_20.0.GN..�fi7.H�i�-2fi].I,S�26.7.JaC�26.7.K-1�-26.7,4M�-26.T. �� i M-N=26.T,N�2B.7,O�P-2fiT,P-O--2�_0.Q-R�JO.Q RS=E0.4 ST=a0.0.T.U=ffiQ U-V--�0.0.W-X=ET.X.l�6.7. �• � � � 7�Z=d.T.ZJN�=-6.7.M�Ys6 i.AB�A�b.7,AC�-6.i.J1D�.1Es.6.�,AE1.F�-6.7.AF-AG�6.7.TG.AFI=-o.7.AFI.Ats6.T. w 'S�'G�W. i i Al•U�-6.7,N.AK�-6.Y.AKdIL��6.1,A411Y�-6.�,I.M.�N�-6.�,R-/W=6.i . � � � C'-�i� a'� I �Ue�n LWOf QOt10K Ih t UICliSt�t.W +� �'rje�ai �,�� i 'h�4 vac.�x.�.c�-ze_�.ar�a.�.e-�=26.7,F�'i-26.1.G+�=.�0.M.r--aC.0.IJ-�0.0.J-K=�0.0.��O.R L-M�0.0. s -� OhIUIS �"'• ; M�-�0.4.N4�0.0.0�00.0.P-Q�26.7.Q-R=-n 7,R.�•Z6.7,STs-2�7.T�•?6:.wV..M.7.W-x-�.l.X-Y�-6.7, �i F�'.�'�, � �, ' T,Z4dT.2.�As6.7.A1w�a.6�t.A�AC�-Q7.AG�W�:_�G.�E�.7.AR�F=6 T.nF,�G�.7 AG��6.7.�W-M=6.: I' �+(� -�+...+�� v •l- '� ar►�t.�.rwK:.�t.�..�,�,ui.aM:.s.�.wa�.u�ar.a.;,rc_.�.r '�i��1VAL ��, � . i'J��as:�E�� JAt�2 a 1� i . � 0*u�mmna-...�►1-r�.,o--�.�.t,�o,�a.�.�,es,��sstraMs a�. �. n.r�.de b.�..�.a aat m.»c�w,.nw a..�r oa.w o�w wa�oe�w+wsm.�w r�«m ha.bua a+who�.�+w e. � : ��a�w ana dawa.wt�ar-wn�am�r.t«+sn�rawM.r ow eraa.a+mmenew ar meaar�x s u.eee�ey d e��o d+o��-�+� ar+on«.rodnv lw.w r 1d lor.d*pvo4 a Y�O�AOuar..o�.�wws aw.wae�ona+.naa�an eia�aw�.n.n.smrr aiw�w.s�+err,s s» � w�a�y d M wcyor.wOd�bnd owma�wN aadw ar 11�ovwar�etw i�r�ar�lr W te�s�imw AMb�.!br p«wd preans � »,�,.��.,,�.�..«�,.»�,��m..�.��.,,�.r...�...�.�.�.�.�.,, M iTe I� .....�...�..,,....�......,......,.,a.�...�,,�.�..,�,...��....�.a,.,,�,,.. � � � . �.. � � . � -- -- --T- -------__- f Job Truss Truss Type Qly Ply i ' , 8450F3A I FZd FLOOR �jT Z gV 3p I�l 14 1 j FICC•HOUDAY INN . � I r - - - --- ` Hoida LurnGer �300 s Sep 20 1995 MiTek Industnes.Inc f hu Oec 26 16 32�IS 19Jti Pa��t� ` TOP VIEW � `� 0,1�2 1 1 8 `1-7_4 I �B �~ TRUSS � . Sf Ti0 l i3��t I (trNevEp i 3x6 F.P. 3x6 F.P. iy �y 1 Sx3 3x4 3�4 1.Sx3 3z4 3x4 3z4 3z4 3x4 3x4 3zo 3x4� 3x4 3x4 3x4 3x4 3z4 1.5x3 3xe 3z4 LSz3 B C D E F G H I J K L M �N O P O R S T U V - .. m't.5x3 I � f � / !I '' (��-.__ii�� ti�l � I i I�� / \ � i� t.�x3 I � q AN AM AL qK Ad AI AH AG AP AE AD qg AA Z Y X yy I 3xd 3x4 1 Sz3 3x4 3x6 �*4 3x4 3xd 1.Sx3 1.Sx3 3x4 3xJ �<4 3x6 �'�4 ��Sz3 3za 3x4 3xo i I 3xo' F P 3x6 F.P j i� ATTACH 2X 4 X 4'-8'(MIM No.2 SPF SCAB TO BOTH SIDES OF THE 7RUSS ? CENTERED ABOUT REMOVED TOP CHORD SECiION AS SHOWN i W/GLUE AND ONE ROW 10d(.148"DIA.X 3")COMMON WIRE NAILS 3'O.C. � NA�LS PER MEMBER-Q ', # 4-7-6 7-10-4 17-5-0 26-11-12 31-9-6 37-11-8 t 4-7-6 3-2-14 9-6-12 9-6-12 4-9-10 6-2-2 E Plate Offsets(Lett.Top) (0 0-2-8 7-1-8j,[K.0-2-8.0-t-8),[L D-1•8.0-1-8j,[R 0-2-8A-t-d�.(Y C-1-8 0-1-8),(dL 0-7-2.�-t-dj �--- - --- - -_- ' IC.aDING(psn SPACING t-4-0 CSI DEFL (in) r;cc; iidefl PLATES GRIP �� TCL� 4C 0 Pia;es Increase 1 CO TC 0.72 Vert(LL) Q OSAF:;.3 559 ".1?C;2�ga) 15�/146 TCvL ZC 0 LumCer�ncrease 1 00 BC 0 60 Vert(TL) 0 1;AF!:.3 999 BCLL 0 0 Rep Stress Incr NO W8 0.32 , Horz(TU 0 03 bY Na � £ I i � I BCGL 5 0 Ccde TPI (Matnx) Min Length/LL deP._�60 �ve�ghr 18S(ibs) � I LUMBER BRACING � TCP CHORO 4 X 2 SrF P;o 2 TOP CHORD Sr.e.:-e�or o-0-0 on center��rnn s;.acirg. BOT CHORD 4 X 2 SPF fvo 2 =zc_ct=nd vertica!s NlEBS 4 X 2 SYP No 3 BOT CHCRO P..giC�eiiing directly appl�ed cr 10-�G-00 cn center�ranng j e REACTIONS (Ibs/size) Nl=32'/0-3-B.AB=1436/0-3-8,A'rt=1363/0-3-3,A=132/0-3-8 . Maz Lphft A=JS(load case 3) � htax Vert VV=403(load case 2),A8=1336pcad case t),AK=1363(load case t).A=260(load case_; I FORCES i TOP CHORD A-8=-8,8-C=O,C-D=-13.D-E=168,E-F=168.F-G=989.G-H=989.H-1=-209,I•J=-1011.J-K=-1S53.K-L=-1584.L-ivi=-1456 M-�.=-1;td,N•0=-216.O-P=965.P-Q=965, i � �-R=155,R-S=-257.S-T=-257.T-U=-357.U-V=O,V-W=-30 '. ` � 80T CHORD W-X=252.X-Y=a15. Y-Z=257.Z-AA=257.AA-AB=-490.AB-AC=-27B AC-AC=699.AD•AE=1322.Ac-�==15d4.AF-AG=15ca AG-AH=1584,AH-A1=1317.AI-AJ=v93 � ' � AJ-AK=-295.AK-AL=-565,AL-AM=-168.AM-AN=•168 A-AN=104 j � WEBS A-C=-�6� C-aN=-145,D•AN=280 D-AM=-?t2.E-A1=-287.F-AL=612 F-AK=-637,G•AK=•124.H-AK=-tOJ3.H-AJ=800.I-AJ=•7o8 t-AI=505.J-AI=-ag6,J-AH=215, � � � K-AH=-Z02.K-AG=7 �-AF=6.L-Ac=-198 �t-AE=212. M-AD=-483.N-AD=�C6.N-AC=•768 O-AC=�?< �-A8=-1G32.P-A8=-701.Q•AB=-714,Q-AA=532.R-AA=-o�5. � � � R-Z=168.S-Y=83.T-Y=-244. T-X=-92.U-X=!66 U-W=389 NOTES 1)Required 2x6 strongCacks,on edge,spaced at 10 feet en cec;er and lastened to each truss with 3-10d nails. Sir.rybacks to be attachza '�� to walls at their outer ends or restra�netl by other means r � , i I 2)CAUTION,Do not erect;russ backwards ;�4'�` �r 't� !�, ;R,s�'`.J�i��J�ft,�{f��/ I I �OAD CASE(S) �` ��'',� /�F+! �,�� %, I I 2)lumber Increase=l 00.Plate Increase=lAO z ��' ' j �+ Uniform Loads(Ibs per ft) I Vert:B-C=-80.0,GD=-80 0,D•E=-80 0.E-F=-80A,F-G=-80.0,G-H=•26 7.H-1=-26],I-J=-26.7,J-K=-26 7 �-L=-26 7,L-M=-26 i . , i `�' ':�-+� ' M-N=-26.7,N-O--26 i,O-P=-267.P-Q=-80.0,O-R=-d0.0.R•S=-80.0.S-T=-80.0.T-U=-80 0.U•V=-80 0.'/d-X=-o"7 X-Y=$J, " ; � i � Y-Z=-6.7.Z AP=-6.7.AA-A8=-6.7.AB-AC=•67.AC-AD=-6.�.AD-AE=-6].AE-Ar==-6J.AF-AG=-6J.AG:.H-6.7 AH-A1=-6 7 '•+,�'�_ s � �f-�f''�•� , AI-AJ=-6J.AJ-Ari=-6.7.AK-AL=-6 7,AL-AM=-6 i a�1-AN=-6J,A-AY=-o 7 j 4 r + i 3)Lumber Ir,crease=l 00.Fia[e tncrease=l 00 �" ' _/�,• i Undorm Loads(Ibs per R) , � �l� - � Ven 9-C=-25 7.Gp=-26 7,D-E=o] E-F=-25; F�=-25J G-H=-50 0.H-1=-dC 0.tJ=-80 0.J-K=-cO� R-L=-dO Q�-M=-BC C � � M-N=•d0 0,N-C=-�0.0.O-P=-80 0.P-�=-26].�-R=-:6 i R•S=-26.7.S-T=-26 7. T-U=•2o7.U-V=-�5] 'vV-X=-6.7.X-Y=�6 7. � ✓�,i . } � �' a•. Y-Z=-6 7.Z-�A=-o'7.AA-AB=-o;,A8-AC=•6 i..aC-::C=-6J.AD-AE=-6 7.AE-AF=-6.i.AF-AG=-S 7.AG-�H=-6J,AH-AI=-6;. `.•� L�,d;�'- � AI-AJ=-6 7.AJ-�i(=-6J.AK-AL=-6 i.AL-AM=-S 7.A�1-aN=-6].A-AN=-6 7 �"'t0ii•''iiltTi:'''.'-' ` I --, J • c1 � � L - � .. I � � - - � s � AWARNI11/U-Vsr{fj�d*rlyn parameters and RLAD NOTES ON Tfll3 AND RE VLRSL 3(DE BEFORE USE. �� Desqn vaNd br use only wtlh MRek connecbis.l�k tleslqn k based on � �� } ly pon pawmefsn atwwn,and k la an htlN10�a1 buMtllnp component to be F �nstoNed ontl batled veA�aly. AppYcablNty ol desiqn poiamete�s and P�ope�hcapo�albn ol component k iesponslbWly of buUdinp deslqnei-not h�ss = deslqner.Brodnp shown k ta bte�al suppod ol IndNltlual web membe�s onN.Adtltlbnal temporoiy Waclnp to Inswe stabNlty dwinp eonslwctbn k tAe '� �esponsibHlty of the e�ectw. Adtltlbnal pe�manent bwclnp o1 fna overaM stwctuie k the iesponslbqlty o1 the buNtllnp deslpner.fo�peneral puldance � �eqwdlnp fobifcafbn.quapty contiol.stoiape,tlellvery,erectbn and bwdnQ,cons�tl O5T-eE Oua1Ny Standard,DS�-!C�raclnp Sp�eMcatbn,and HU-ol s Ho�dtlnp Irotalllnq and{raelnp q�eomm�ndatlon avolhbb hom iiuss Plate Instltute,583 O'Onolib Ddve,Madfcon,W153710. M IT�� f E t � �� 9 - -<-� -- ------- Job Truss Truss Type aly Ply -j 8450F3A F24 FLOOR rjT Z g V 3o I�� 14 1 NCC•HOl10AY INN ., Haida Lumber 3 300 s Se0 20 1995 M�Tek Indus�ries.Inc Thu Dec 2G 1ti 32 45 199G Paye 1 TOP VIEW � � � o•,��z �-t-a t-�-4 � z �----� � : sc�e \-' �uss I s ; 3.• -----1 5rcr�o�v i3.�t R�r>�FD " 3x8 F.P. 3Y6 F.R p iy �y t.5x3 3x4 3x4 1.Sz3 3x4 3x4 3x4 3:4 3x4 3z4 3x4 3x4� 3x4 3x4 3x4 3z4 3z4 1 Sx3 3x4 3x4 1.Sz3 ' 8 C D E F G H I J K L M �N O P O R S T U V ; oi,.sxs , �) i - y �� i LSx3 q. AN AM AL qK AJ AI AH AG AF AE AD PC qg AA Z Y X W 3xd 3x4 t Sx3 3x4 3x6 3xa 3z4 3x4 1 Sz3 1 Sz3 3x4 3:4 3xa 3x6 3x4 1.5x3 :x4 3z4 3� � 3x6 F P 3x6 F.P � ' Y ATTACH 2X 4 X 1'-8'(Mit�No.2 SPF SCAB TO BOTH SIDES OF THE TRUSS i CENTERED ABOUT REMOVED TOP CHORD SECTION AS SHOWN � W/GLUE AND ONE ROW tOd(.118'DIA.X 3")COMMON WIRE NAILS 3"O.C. NAILS PER MEMBER-Q j i � 4-7-6 . 7-10-4 � 17-5-0 26-11-12 � 31-9-6 37-11-8 I 4-7-6 3-2-14 9-6-12 9•6-12 4-9-70 6-2-2 ' P�ate Oflsets(Left.Top) (D 0-2-8.0-1-8),(K:0-2-8.0-t-8),(LO-1-d.0-1-8).(R 0-2-8.0-7-3J,�Y 0-1-8.0-1-BJ,[ALA-1-8,0-�-31, � �-_ � � LOADING(ps� SPACING 1-4-0 � CSI DEFL (in) {tcc/ tldefl P�ATES GRIP � TC�L 40 0 Piates Increase 1 00 TC 072 Vert(LL) 0 O�FI:.3 9S9 "d20(2Cga) 155/146 TCD� 200 LumCer Increase 1 00 � BC 0 60 veR(TL) 0 t°AF/AG 999 ' BCLL 0.0 � Rep Stress Incr NO , WB 0.32 , Horz(T�) 0 03 ri Na � I BCDL 5.0 I Code TPI (Matnx) � Min l.ength/LL defl=360 We�grt 169(Ibsi ; � � z I LUMBER BRACING ; ITOP CHORD 4 X 2 SPF No 2 TOP CHORD Shez;�:ed or 6-0-0 on center G�riin sGacmg, i 4 80T CHORO 4 X 2 SPF No.2 exceC�'nd veRicals. ; IWEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceding directly apphetl.or 10-GO-00 cn center braang. REACTIONS (Ibs/si2e1 W=327/0-3-8.AB=1436/03-8.AK=1363/0-3-d,A=132/0-3-d Max U�+I�R A=-79(load case 3) ' Max Vert W=403(load case 2),A8=1436(load case 1),AK=7363(IoaG case 1),A=260(load case 2; ( I FORCES � TOP CHORD A-B=-B.B-C=O.C-D=-13,O•E=168.E-F=16d.F•G=989,G-H=989.H-1=-209 IJ=-1011,J-K=-1453.K-L=•1584.L-M=•1456.M•N=-10t8.N-0=-216.O-P=965.P•Q=965. I Q-R=155.R-S=-257,S-T=-257,T-U=357.U-V=O.V-W=-30 i BOT CHORD W-X=252.X-Y=415.Y-Z=257.Z-AA=257.AA-AB=-490.AB•AC=-278 AC•AC=699,AD-AE=7322.AE-��=1584.AF•AG=158A AG-AH=1584,AH-AI=1317.AI-AJ=693. I AJ-AK=-295,AK-Al=-565,AL-AM=-168.AM-AN=-168.A-AN=104 I � WEBS A•C=-161 C-AN=•145.D-AN=280.D-AM=-212.E-AL=-287.F-AL=612.F-AK=-637.G-AK=-124.H-AK=-1043,H-AJ=800.I-AJ=-768 I-AI=505,J-AI=-486.J-AH=216. i i K-AH=-202.K-AG=7.L-AF=6,L-AE=-198. M-Ac=212.M-AD=•483.N-AD=906 N-AC=-768.O-AC=73c O-A8=-1032.P-A8=-t01.p-AB=-714,p•AA=532.R-AA=-635. � R-Z=168,S-Y=83.T-Y=-244 T-X=-92.U-X=t66.U•W=-389 ! ( NOTES 1)Required 2x6 strongCacks,on edge,spaced at 10 leet on cer.ter and fastened to each truss with 3-10d nads. Stror.gbacks to be a[tachea '�� - I to walls at their outer ends or restrainetl by other means 1, ; ' 2)CAUTION,Do not erect truss backvrards. ,��`'�t'•'f,a�J i ^a'��;� /t�j��.G�:i f��/ LOADCASE(5) {* �•� ;f4F�awI�/�; IjA 2)Lumber Increase=1.00.Plate Increase=1.00 �"� �� i Uniform�oads(Ibs per ft) -t, r ;' 1 : , °„ _�,� � VeR:B•C=-80.0,C-D=•80.0,D-E=-80.0,E-F=-80.0,F-G=-80 0.G-H=-26.7.H-I=-267.1•J=•26J,J-K=-26J.K-1=-26 7,L-M=-26 i u '�. ' , i� � -^+ � M-N=-26 7,N-0=-26J,O-P=•26J,P-�=-80.0,�-R=-80 0.R-S=-80 0.S-T=-80 0.T-U=-80 0,U-V=-80.0.W X=-6 7 X-Y=-6 7 � /� �-'� ' � Y-Z=-6 7,Z-AA=-67.AA-AB=-6 7,AB-AC=-6 7.AC-AD=-6 j.AD•AE=-6 7.AE-AF=-6J.AF•AG=-6 7.AG-:.H-•6J.AH-AI=•6J + /� AI-AJ=-6 7.AJ-AK=-6 7.AK-AL=-6J,AL-AM=-6 7.A+A-AN=-6 7,A-AN=-6 7 -�:r 3)�umber Increase=l 00.Piate Increase=l 00 -:��_ ' " ��J � I f it �' ��- !'� . k Urnform Loads(Ibs pe ) _ � _�.".` � � Vert.B-C=-26 7 C-D-?6.7.0 E=-26.7.E-F=-26J.F G=-26 7 G H=-8G 0 H I=-d0 0.I J-80A.J-K=-80 C.rC-L=80 0.L-M=-BC C „ • �` M-N=-80 0.N 0=-80.0.O-P=-80.0.P-Q=-26.7.Q R=-26] R S=-26].S-T--:6�. i-U=-26.7.U-V=-26 7.W•X--6.7,X-Y-6 i. �`� . � '.`� :�. I I Y-Z=-6J.Z-�1=-0"],AA•AB--6 7.AB-AC--6.7,AC-A0=-6J,AD-AE=-o 7.AE-AF=•6 7,AF-AG=-6],AG-�H=-6 7.AH AI-0 7. J;'J,�l{�7 i•. � iAI-AJ=-6 7,AJ-AK=-6 7.AK-AL=-6J.AL-AM=-6J.AM-AN=-6].A-AN=-6 7 ��.'�rl:�'iilt�l�'� � -, ��:, �� 7 � � - �. -- � QwwRx�No•v�r{�y a�.ty�.�.��a,.a x�en xoras o�rtrrs wxn xcvEx.s�sma aaroxe uss. �� Desqn vaia a��u onry wMh MRek conneclas.T�k desqn k bosed oMy�pon parometen ffwwn,and k Iw on htlNftival b�Ntllnp component to be �� ` InstaMed onC batled vert�ary. ApprcablMy ol deslpn pa�ameters antl prope�hcapaatbn ot component k�esponslbWty ol b�lldkp deslpner-not truu ° tleslpnei.Bradnp strown k ta lateial suppo�t ol hdivldual web membeis only.Atldtlbnal tempaory Wachq lo Insure stabptly tlu�lnp conslructbn k the ' iesponslbWty ol ttro eiecta.Adtlllbnal peimanent Wachq ot tne ovewp sliuctu�e k tAe�esponslblBfy of the b�Rclkp deslqne�.for peneial pul0once iepoitlinq tab�lcatb�,quaM1Y cont�ol,staaqe,depve�y,e�ectbn and b�aclnq,consutl OST-D8 CualMy Sfondard,DSt-Eo/roelnp Sp�cMlcatlon,and NI/-91 M iTek� Nontlllnp Installinq and traclnp R�eomm�ndaliw�avallobb hom Tiuss PWte Instltute,583 O'Onohb D�Ive,Modfson.WI 53J1 G. I� 1.. ` � , y r I ; JoD t Truss iruss TyPe QtY Ply ST Z742� �°�Z ' � 8450F2A F24 FLOOR 17 1 NCC-HOUOAY INN a, Hoida Lumber 3.300 s Sep 20 1995 MiTek Industries,Inc. Mon Dec 16 10:31:76 1996 pape 1 i • € � 0-17- 2 -� .1-`7 4� THIS TRUSS SHALL HAVE 3/�"(MIM FLOOR SHEATHIN6 GIUED AND NAILED � �i TO THE TOP CHORD.THE HOLE W THE SHEATHING SHALL BE NO LARGER THANB'X$.THE HOLE SHOWN SHALL BE MADE IN ONE TRUSS ONLY. i 3x6 F.P. 3x8 F.P. 8"tUT wJT' 1.Sx3 3x0 3:�1.Sx3 3x4 3x4 3:4 3s4 3x4 3x4 3x4 3z4 3z4 ��4 ~3x4 3x4 3x4 7.Sx3 3x4 3z4 7.5:3 8 C D E f G H I J K L M N O P O R S T U V o1,.s�a , �;, �� ,.sxs �� , A AN AM AL qy� AJ AI AH AG AF AE AO AC qg AA 2 Y X W � 3Y6 3x4 1.5:3 3x4 g� 3x4 3x4 3x4 1 Sx3 1.Sx3 3x4 3x4 :x< 3x6 3x4 1 Sx3 3z4 3z4 3x6 - � 3x6 F.P. 3x8 F.P. � I �, ATfACH 2 X 8X 10'.0"NO T SPF SCAB TO ONE FACE OF TRUSS W/GLUE 3 • ONE ROW OF 16d COMMON WIRE NAILS(.182'DIA.X3.5�SPACED 4"O.C. i � , I Tl �S TRVSS oAcEp �p3� "p, � � , I I 4-7-6 7-10-4 17-5-0 2fr11-12 31-9-6 37-11-8 i I 4-7-6 3-2-14 9-612 9-6-12 4-9-10 6-2-2 � � , Plate O(fsets(LeR.Top): [D:0•2-8,0.7-8].(K:0-2-8,0-1•8), :0-t-8,0-1-8J,(R:0-2-8,0-1-BJ,[Y.0-1-8.0-1-8j.(AL:0-1-8,0-1-8] ; IOADING(ps� SPACING 1-4-0 CSI �EFL (in) (Ioc) Vdefl PLATES GRIP 1 TCII 40.0 Plates Increase 1.00 TC 0.72 Vert(LL) O.O�AF/AG 999 M_0(20ga) 199/ta6 TCOI 20.0 LumDer Increase 1.00 BC 0.60 � Vert(TL) 0.1:AF/AG 999 i I9CLL 0.0 Rep Stress Incr NO WB 0.32 I Horz(TL) 0.03 W Na j BCDL SA Code TPI (Matrix) � Nin length/LL defl=360 ! We+qht' '89 pbs) � LUMBER BRACING � TOP CHORD 4 X 2 SPF No.2 TOP CHORD Sheathed or 6-0•0 on cen;�r pur�n spac.ng. � BOT CHORO 4 X 2 SPF No.2 except er,o vertfcals. ! WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling dvectry apptie0,or t0-00-CO on center Draang � � REACTIONS (Ibs/srze) W=327/0-3-8.A8=1436/0-3-8.AK=1363/0-3-8.A=132/03-8 � Max Uplift A=-75(load case 3) I j Max Vert W=403(load case 2),A8=1436(load case 1),AK=1363(load case 1).A=260(load case 2) I I FORCES TOP CHORD A-8=-8,B-C=O,C-0=-13,O•E=768,E-F=168,F-G=989.G-H=989.H•1=-209,I•J=-7011.J-K=-1453,K-L=-1584.L-M=-1456.�t-N=-1018.N-0=-216.O-P=965.P•Q=965, � p-R=155.R-S=-257,S-T=-257.T-U=-357,U-V=O,V-W=-30 � BOTCHORD W-X=252.X-Y=415,Y-Z=257,Z-AA=257,AA-A8=-490,AB-AC=-278.AC-AD=699,AD•AE=1322.AE-AF=1584,AF-AG=1534 A�-AH=1�4.AH-AI=1317.AI-AJ=693. � AJ-AK=-295,AK-AL=-565,AL-AM=-168,AM•AN=-168,A-AN=104 I WEBS A-C=-161,G�=AN=•145.QAN=280,D-AM=-272,E-AL=-287,F•AL=612.F•AK=-637.G-AK=-124,H-AK=-1043,H•AJ=800.I-AJ=-i68,I-A1=505,J-AI=-436,J-AH=216, � K•AH=-202,K-AG=7,L-AF=6,L-AE=-198,M-AE=212.M-AD=-483.N-AD=506.N-AC=-768.O-AC=784,O-A8=-1032.P-AB=-tOt.�-AB=-714.Q-AA=532.R•AA=-635. � R-Z=168.S-Y=83,7-Y=-244.T-X=-92,U-X=166.U-W=-389 NOTES 1)Required 2x6 strongbacks.on edge,spaced at 10 teet on center and fasrened to each truss with 3-tOd nails- StrongDacks to be attacreC to walls at t�eir outer ends or restralnetl by other means. • ; 2)CAUTION,po not erect truss�ackwaros `�1�, �G'O� ��/I� I � LOAD CASE(5) �� S �j I i 2)Lumber Increase=1.00.Plate Increase=1.00 �� Uniform Loads(Ibs per R) �� i Vert:B-C=-80.0,C-D=-80.0,0-E=-80.0,E-F=-80.0,F-G=-80.0,G-H=-26.7,H-1=-26.7,1-J=-26.7,J-K=-26.7,K-1=-26.7.L•M=-26.7. � � �� M•N=-26.7,N-0=-26.7,O•P=-26.7.P-Q=-80.0,O-R=-80.0.R-S=-80.0,S-T=-80.0,T•U=-80.0.U-V=-80.0.W-X=-6.7,X-Y=-6.7, �► . � � ' Y-Z=-6.7,Z-Af�•6.7.AA-AB=-6.7.AB-AC=•6.7,AC-A0=-6.7,AD-AE=-6.7,AE-AF=-6.7,AF-AG=-6.7.AG-AH=-6.7,AH-AI=-6.i, s � S��N w• � AI•AJ=-6.7,AJ-AK=-6.7.AK-AL=-6.7,AL-AM=-6.7.AM•AN=-6.7,A-AN=-6.7 � G�Pi�.F({ (r� � 3)Lumber Increase=1.00,Plate Increase=1.00 � � �'?��►v4 1(�l Uniform Loads(Ibs per R) o O OHLLAS � � Vert:B•C=-26.7,C-D=-26.7,D-E=-26.7,E•F=-26.7.F-G=-26.7,G-H=-80.0.H-1=-80.0.I-J=-80.0,J-K=-80.0.K-�=-80.0,L-M=-80.0. �, , � �?� � M-N=-80.0,N-0=-80.0,O-P=-80.0,P•Q=-26.7,�-R=-26.7,R-S=-26.7,S-T=-26.7.T•U=•26.7,U•V=-26.7.W-X=-6.7,X-Y=•6.7. ��C n �,(, �� \ � , Y-2=-6.7,Z-AA=-6J,AA-A8=-6.7,AB-AC=-6J,AGAO=-6.7,AO-AE=-6.7,AE-AF=-6.7,AF•AG=-6J AG-AH=-6].AH-AI=-6.7 a' �� w�.��"�� AI-AJ=-6.7,AJ-AK=-6.7,AK-Al=-6.7,AL-AM=�6.7,AM-AN=-6.7,A•AN=-6.7 ;'If�P�R�rAL �a��•e � I aas:aJ;e� i JAN 2 � 1997 � 1 1 � � Qwwwvnva•vsr;/y a.siyn pa.a,�.�c�.�ana xa�n�vorEs ox rsts wnrn xcvare.se sma aeronE use. �� Deslqn valld br u�s only wMh Mrtek conneclas.i�Y de�lpn k based only upon prnameten�hown,antl Y la an YWHIO�aI bulldkp componeM to be �� hslabd and loadsd vsrtlea�y. App�CabMty of detlqn pa�omsten and popen c�orpaatbn ol component k�etponsbl�ty of buNdhp desqner-not I��ss desqne�.&ochp shown Y fa lats�d s�ppo�t ot IndHltlual web membsrs onM.AAdMbnol tsmpaary bacYp to hww sfabNMy dwhp conslructb�4 ths - ixponslUNly ol fhs s�sCta.Addtlbnal peimanent bracirp of ths ove�oN st�uclws k Ihs�ssponsWtty of the b��dtp deslqne�.Fo�qene�al pultlonce iepaidYp fabricalbn.QuaMy coMiol,sidape.deMery.erscibn and Waclnq,consutl OST-8E Oua1Ny Slandard.OSt-E9 tmckp Sp�cMloaflon.and HI�•01 M iTek� Ho�dllnq IrofaqlrW and/roeNq i�eomm�ndatlo�avaNabb from Trvss Plate Insttlule.583 D'Onohb D�Ne,Motlkon,WI 5371 G. Job � iruss iruss iype aty Ply � $'i'- 274 zo Z-� 2 8450F2A F24 FLOOR 13 1 t ICC-HOLIDAY IMP! � Hoida lumber 3 3W s Sep 20 1995 M�Tek Industnes.Inc Mon Dec 16 10'71:16 199ti Page t � � ��Z � ,�_�4 + I * EXISTING 1/7'PLYWOOD ON ONE FACE � THIS TRUSS SHALL HAVE 3l4'(Mlt�FLOOR SHEATHING GWED AND NAILED I I TO THE TOP CHORO.h1E HOLE IN THE SHEATHING SHALI BE NO IARGER THAN B"X8".THE HOLE SHOWN SHALL BE MADE IN ONE TRUSS ONLY. r ; ' i � : 3z6 F.P. 3:6 FP. 8"WT O�IT I - t.5x3 3xa 3z4 1.Sx3 3xa 3x4 3x4 3x4 3xa 3za 3xa 3x4 3:a 3x� 3x4 3x4 3za 1 Sx3 3xa 3x4 1 Sx3 I B C 0 E F G H 1 J K L M N 1 �O P O R S T U V � Q�1.Sx3 � -'�� /� � .�� I m jl \\ II I!/ ___�(- `��. 7 Sx3 I � ,� -�1 . q AN AM AL qK AJ A1 AH AG AF AE AD AC qg AA Z Y X yy . 3� 3x4 1.Sx3 3x4 3x6 3x4 3x4 3x4 LSx3 1.Sx3 3x4 3x4 3x4 3x8 3xd 1 Sx3 3x4 3x4 :xo � � 3x6 F.P 3x6 F R � ATTACH 2 X BX 10'-0'NO 2 SPF SCAB TO ONE FACE OF TRUSS(OVER * IXISTiNG PlYW000)W!GLUE 3 ONE ROW OF 18d COMMON WIRE NAILS i (.1H7'OIA.X3.5'►SPACED 1"O.C. i � ,gl�lney s s sv,n c ED 9'�e"�• t _ ' � 4-7-6 7-10-4 17-5-0 26-11-12 31-9•6 37-11-8 ( , i I 4-7-6 3-2-14 9-6-12 9-6-12 4-9-10 6-2-2 , PlateO(fsets(left.Top): �D:0-2-8.0-t-Bj,(K:0-2-8.0•1-8), .0-1-8,0•t-8J,�R:0-2-8.0•t-BJ,[Y:0-t-8.0-1-8),(AL 0-1-8.0-1-8] ; LOADING(psn SPACING 1-4-0 CSI DEFL (in) (toc) Vdefl PLATES GRIP TCII d0A Plates Increase 1 00 TC 0.72 Vert(LL) O.OAF/AG 999 � M20(20ga) 159/146 � TCDL 20.0 lumber Increase 1.00 3C 0.60 Vert(TL) 0.1;AFIAG 999 � BCLL OA Re�Stress Incr NO WB 0.32 � Horz(TL) 0 03 VV Na i BCDI SA � Code TPI , (Matrix) � Min Length/LL defl=360 We�grr 189(Its) r - '- � WMBER BRACING � TOP CHORD 4 X?SPF No.2 TOP CHORD Sheathed or 6-0•0 on cen;er cuc:n spa�_�ng, � BOT CHORD 4 X 2 SPF No.2 zxcept end verticals : ! WEBS 4 X 2 SYP No.3 BOT CHORO Rigid ceiling directly app6e0,or 70-OQ-CO on center braang i � REACTIONS (Ibs/slze) W=�27/0-3-8.AB=1436l0•3-8.AK=1363/0•3•2.A=132/0-3-8 � Max Uplift A=-79(load case 3) ' � Max Vert W=403(load case 2),A8=1436(load case 1).AK=1363(load case 1),A=260(load case 2) ; i i I FORCES ' I ' TOPCHORD A-8=-8,B-C=O,C-D=-13.D-E=168,E-F=168,F-G=989,G•H=989,H•1=-209.I-J=-1011,J-K=-1453.K-�=-1584.L-M=-1456. M-N=-1078.N-0=-216,O•P=965.P-Q=965, � I -' O-R=155.R•S=•257,S-T=-257.T-U=-357,U-V=O.V-W=-30 ; �, 80T CHORD W-X=252,X-Y=atS,Y-Z=257,Z-AA=257,AA-AB=-490.AB-AC=-278.AC-AD=699,AD-AE=1322.AE-AF=1584,AF-AG=1534 AG•AH=1�4.AH-AI=1317.AI-AJ=693. AJ-AK=-295,AK•AL=-565,AL-AM=-168,AM-AN=•168.A-AN=104 I :i WEBS A-C=-161,GAN=-145,D-AN=280,D-AM=-212,E-AL=-287.F-AL=612.F-AK=•637.G-AK=-124,H-AK=-1043,H-AJ=800. I-AJ=-768,I-AI=505.J-Ai=-4d6.J-AH=216, ' ' K-AH=-202,K-AG=7.L-AF=6.L-AE=-198,M-AE=212.M-AD=-483.N-AD=506,N-AC=-768,O-AC=724.O-AB=-�032.P-A8=-101.p-AB=•714.�-AA=532.R-AA=-635. ' i R-Z=168,S-Y=83.T-Y=-244,T-X=-92,U-X=166,U-W=3B9 i ' � NOTES � 1)Required 2x6 stro�gbacks.en edge.spaced at 10 feet on cenrer and fas[ened ro each Iruss wlth 3-tOd nails StrongDacks ro be a[tacned i to walls at their outer entls cr rzstrained by other means. • ; 2)CAUTION.Do not erect truss�ackwards `,�yi1t1,a�l��, � � LOADCASE(5) �`,��O�S'',�j ! - 2)Lumber Increase=1.00,Plate:ncrease=l 00 �/y�tj ; � Undorm Loads(Ibs per rt) �� i � iVert:B-C=-80.0,C-0=-20.0,D-E=-80.0,E-F=-80.0,F-G=-80.0,G-H=•26.7.H•1=-26],I-J=-26].J-K=•26].K•L=-26J,L-M=-26J. � '{� �� M-N=-26.7.N-0=-26.7.O•P=-26.7,P-Q=-80.0,a-R=-800.R-S=-80.0.S-T=-80.0,T-U=-80.0.U-V=-800.WX=•6.7,X-Y=-6.7. � 5�� W. • � Y-Z=-6.7,Z•AA=-6].AA-AB=-67,AB-AC=-6J,AC-AD=-67,AD-AE=-6J,AE-AF=-6.7,AF-AG=-6],AG-AH=-6.7,AH-AI=-6 7. � i AI-AJ=-6.7.AJ-AK=-b 7,AK-Al=-6.�.AL-AM=-6.7,AM-AN=-6.7,A-AN=-6.7 ,s„ � Cf1E�.F(; d' � 3)Lumber Increase=1.00,Plate Increase=1.00 � � �-?�,c�;4 j(� , Uniform Loads(Ibs per R) �� DH��S � (y �� Vert B-C=-26.7,C-D=•26J,D-E=-267,E-F=-26.7,F-G=-267,G-H=•80.0,H-1=•80.0.I-J=-80.0,J-K=-80 0.K-L=-BO 0,L-M=-BCA r • M-N=-80.0,N-0=-80 0.O-P=-80 0,P-Q=-26.7,�-R=-267,R-S=-26.7.S-T=-26J,T•U=•26.7.U-V=-267.WX=-6J.X-Y=-67. �`3�n �'j�( �� ., Y•Z=-6.7,Z-AA=-6J.AA-AB=-6.7,AB-AC=-67,AC-AD=-67.AD-AE=-6 7.AE-AF=-67.AF-AG=-6 7 AG-AH=-6 7.AH-AI=-6% a`j��v� •w..��"c �O� ' IAI-AJ=-6J,AJ-AK=-67,AK-AL=-67,AL-AM=•6.7,AM-AN=-67,A-AN=-6] '�fj '��a� `��,, ' � '�°'Aaa::�,��a i i �A� 2 � 1997 i , - ; � ; , € � Qwerwnva-v�r{ry a�,tyn�,�c�..a,�a rrE�n xoras on rffis wNn recvarzsa sma acroRa uss. --� I Desqn valld br ws only wN�Mrtsk connsctws.iAk tleaqn k ba�ed only upon paameten�Iwwn,and Y Id an IndhAdval bu10Yp component fo bs �� ?�. hstalbd ond boOstl vMka�y. App�cobllMY ot dedqn pawmeten and pops�tworporotbn ot component k�s�ponsbNty ol bulldhq dssqner-not I�ua � _; desqner.bochp shown k la bte�d wpport o1 hdNfdual wsb membsis onN.ACdNbnal tempaary bxhp to Ins�is stabity durhp oondiuctbn Y ths � ., iespw�sWfY ol 1M s�ecta.AddMbnal psrmanent brocYp of tAs oveia��tructws Ie ths iscponsbNtty ol ths Duklhp desfpner.For peneial puldance ieqoidhp fobdcatbn.QuoMy cont�d,ttaape.deNverv.erectbn and bachq,consuq CST•6o OualNy StandaM.DS/•eV�rackp Sp�eMcatbn.and HI�-VI M iTek� I ��P Xandllnq hataNk�p and�roekq R�eomm�rWdlon avallabb 1�om T��u VW fe Insttluts,583 D'Onohb D�Ive,Madkon,WI5371 V. - � Saf'dy�t Bu�dings Di�isi; F 1340 E.C,reea Bay Strea � ' � Suits 300 ` Shawano WI 54166 Telephone:715•32436: ; , State of Wisconsin Fpa{: 715-52436: € • Safety & Buildings Division � ��j (� / PROJECT NAME/PLAN NO.: DATE: �' T l � -/ I-1 C! � � � -��„�-�.�-- ` � . �j �'� �. k �� r PLAN NUMBER �� y l � � � � ��;u. j � x:' _ CT_TY LOC�TION Osh K(j:S� , �� ^�7 �i l n r� �� [ ` • COUNTY LOCATION �`� (!� � -,• J k✓�.rF:�.�:. � l PROJECT NAME �� i�� % � _ �� 1 � �X� �r� L � Your submission of ROOF/FIAOR TRUSS plans has been received by this department and the plans and other related documents have been filed with our records for the subject project. The submitted materials HAVE NOT BEEN REVIEWED for compliance with all applicable administrative rules. The departrnent will rely on, and hold responsible, the building design professional and/or supervising professional of record for compliance with the rules. 'Ihe responsible professional should particularly insure that: Proper dead and live loadings, including snow drift loading increases, have been used; equipment loads have been considered; proper bearing/supports have been provided for the elements of the components; concentrated loads are properly conveyed to foundations; and that required fire ratings have been employed. 'The departrnent reserves the right to fom�ally review the plans in the future if the departrnent determines that such a review is warranted, and to order corrective actions with respect to the outcome of that review. A copy of the plan which is identical to the plan we have on file shall be available for inspection at the job site. Whea the total building volume exceeds 50,000 cubic feet,the plan shall bear an indication of review which has been signed or initialed by the building designer of record. Sincerely, � ��(� �� I� � ��.�." ;��'�y(..��.-� Safety&Buildings Division Shawano Of�ce cc: Owner I,ac.�l Building Inspector State Building Inspector 3 �/�� w � £ ' Sc��o�w� ,��, . '�l1`� -s�� - S'�op } ��. - �,�;� �� ly - �9�e�t �� -�-v i�c�� - ��-c,�.�-Y� .�c,cs� , ; � lti r� 'r� s�� s�. �:�� { 1 � ,; i 1 i i f 2 � � i ; f � From:City of Oshko9h FAX:494-230�5106 Date:Q/5/87 Time:08:12:59 Page 1 of 5 08r05/97 THU 07:40 FA% 41492964a9 NORTHCENTRAL CONST. f�j001 v . ; • 's ♦ t • NUI�THCENT�AL C�NSTF�UCTIaN C�F�P. General Contrac:t�rs � Facsunile Cover Sheet Please deliver the following page (s) to: L'OIYl aIl �—•�t'�� L/\�FL'�l lG��41 ��L�.�c= \r,`'.-•t� P Y� A.ttn: .J�cr��►J ��7 n.,.��-��r-� Fax #: ,`f:�� '��`>C -, i Fiom: A�ex _. ._ ... __ . -.. �- Re: `` -�_�.�..�..� ��N� ��r��-c�� . Notes: �.-4f� "�.� r-,�-.c,�� 1 -��.-_�� "��-t�-�.,�r►.-� . �G-t: ..�h•CL�t�C_z 1 ��• ��-- �Tsa�a�� —E ��-kc�G ci-r.O `t,� �-�n,S �2ti,��+s� . �- � ��.��3. �l c., �� 1 s �J•c�-� �u�� .��.€ �.�e��C.� �-r_uti. -��.X Tlus t�ansmission is � �ages including this sheet, Sb,ould you hav� ar�� problezns receiving this traz�smission ��ease contact us at (414) 929-9404. �'hank "Yau! CC.•. C�,c�a-� �s�'- � (>_ii Soulh Ilicko�y Slrr.`C� • Foncl du I.aC, WI ti4�35 (=1 I •1 I ')'?��-�3��()(1 • I�AX I�1 �3) r►")-(��.i:i From:City of 09hkosh FAX:414-2385106 Date:6/5/87 Time:08:13:21 Page 2 of 5 06r05/97 THTJ, 07:40 FAX 414929643a NORTHCENTRAL CDNST. f�j002 i. �� , �,r a i r a u�L:� PF1GE @;� ` Sfi�#e of WiscQtrsin � ,V�pa�m��* �r �..arr�� :� � � . 4 � I340 Frest Green $�y St r� FA1�C COVER 5HEfT , StrYt� 300 Sl�strana MI 5�16fi �a �t,V1� 0 te Sent: � Pages Sent(exduding thrs�Qver): _ � ; ro: e.. :� FRa�r;� �,� �� # r Fax #: _' � � .� Fax #: i��J �r� '7 ,�.1+P � � Telephone #: � T�lep�hena�#; �ettallnstru�ti4�s(option�t): ��s messaga is intended oniy forthe addressee�nd rn�ay�ontain inf�rm�tion �hat is cvnfidemial. ;e by any unauthorized p�rty iS stridfy prohibited. �yau reteived lhis romrr�unication in errar, �as�telephane the sender and�etum the origina�n+essage by mai�. Thank yau. �here were �ny prvblems with the transmission ot'nb!a11 pages were re�eived. pl�ase ��ntac: �ry�� IeM.�r�e�t.^�TLIJ�/ �JTlan�aM�K T�Ion�f'7r1p 111fITI'fAI�Jh[�VP A i From:City of 09hko9h FAX:414-236-5106 Date:0lS/B7 Time:08:13:38 Papc 3 of 5 � 06%05/97, THLT 07;40 FA% 414929643� NORTHCENTRAL CONST. C�j00a , _ . . . .. � ..�., :�..rc�•r a n�La PAGE bY � • ( • ' ' f Peter�on. Q��ne E. Fram: P�tet�p�, Duane �, ' To: Mprediih, Die�te x Subject: FW: pools D�te: Wadnesday, Juno 04, 1997 1:48PM F f Fram; Kraft, dan �. To: Pe�prson, Duans �, . Subjeci: R�: poolS Daie: Tuasday, ��ne 03, 1987 2:6yPM T1te wey i undarstand it is thfa way: ADA has xhe requirements for the stsirs leading up (r,r down) to th� �j.a P��- �� Q��rdg, +f lfie poal i�4levated than�the stairs gcin� up to the p�ol Ideck areal has to confdrrn i to ApA. The way it wss explained to mo was�d�►at AdA has no rsqu,rements for th� stairs qaina INT�the 3 pool bssin. Yau may war►t to double check this wiih�D. MerediTh. ' From: Patercon, Ouane E. To: Krafs, tXan L. Cc: Jensan, Dan Subject: FW: pools . Data: Ti,eaday, June G3, 1887 �:19PM �rnn,:�AAitohell, bale To: Pet�rs�n, Duan� E. Cc: Zentn�r, Robin Subjset! R5: pools Date: Tuesday, Juna Q�, 1987 Z:12PM � �'his saunds like th4 an issue�haR has�bounced betwasn plumb4np glan review and plumbing prvduct approvals .,,_._ Dat� K�aft or Dan Jen.�en �7Mike Beckwithl enipht have more p�'chls �rom: P4tercon, duene �. ' To: Zentner, Robin ' C�: MitcheU, pale 5ubjwet; pb�ls D�te: Tuosday, June 03� T 997 2_02PM � � � /J � 90.�8(1 p) says pool si8irs shalt F�e uniform .... and not exceed 4 0' �se, �nd not iesa than T O" iread.....__ _�• $o the inspector in Oshk�slt wants 7 x 17 ApA treads, and HFS and pool t�de say other,_.. what's the pcop7 �t�e ��'t._ YI e-c�t'� Y� �G }�QIV 73�'L� 14C�'.L-��'1 P�?.�s 1�au� �� ,�7�t,� 6hC�. �du �`e.f �ey�e 1 l.�Y� �+n �1b7nS �f�Lt ,�KN? �P � G�i�-� 1n� �k� P�v � . -�'1� �-�.:��u�`7�c7' " (�!� l$ �.c�s.b-.P�.� wJo ��'S . �i,,�*- r� y.o� q�� a�.. s� � 7� �i r� sw�r�r�H i�l� �esx�rl�� v�P�� C.C.�'se�s /Jll� P�- � ��`''y�Y L� Fr a'r �7t I! �r/97l�s o�.. ��c��. �w�.�� r 1�.tt-T� 9d, 08�n��. ' � P�pa T � From:City of Cshko9h FAX:414-236-5106 Date:6/S/B7 Time:08:93:58 Page 4 of 5 i , 08%05/97 THU 07:41 FA%4149296439 NORTHCENTRAL CONST. f�jpp4 E . --..- • .. . , .. �, �,. �„��Y a DL1J'.� F'AGE a� • € . . g WI3C�N8IN,AIyY►[IN�STRATIVE CppE �� • . ' TABLE 9D.08:FOQL DIME1�T5i0N5 . ' � ; � - RFLATED TO I�G[TIxE 1� . RYPE� � 3.�^nY T e�►i��ix�rooz. t�arr�r.,^-�TrQTi b+l A,� D.f I1i La.6 A 8 C D �s � 4 �1MIli�(II+iG P40L A[1N. • ][ �[ , X Y'6" X 7C X X 7C - • o�DfLY 1sAx. ■ �[ x x ra�� x �c x x x ie�a� so�d� LF"(Ws�(�Em) lilN. i'0" �'0" a"8^ 1•6" ai" !'A^ 1�'0.• �ohr" ea^ 10'0'• • • , ai'VING SOnsn • MA7L. n,4 • b.� s'R'' 3�6" aro� • • • . iD'0" ZQ'0'• �„(�� [il�. 6b- iao�' rs� 4'Y" s�^e- s•e'• 4a'� is�o^ s�o� x0'o" • • E _ p�vuva�awx� I�wc. as - ba sw� rs- �ro� • • - • iero•� mro�• o� 1SIN. L'�" l2'e" ]O�R" �� z�d� aro�• so�o^ �a•4" i�a� 1a0�� , • i�iv�rc aonitD 7rrNc. p-R ' A.s ss^ si' x•o~ . . , • ]a'o'• zo�o~ 7'BF�� MIlr-� ro" sro- iTe••. �'r" �^ ro�• 2a�e� 1a�u^ s0'c�• 7a�e^ � . btVYxc soA7� fcwx. � • �s rr� sK�� e�a• � • . • • lero�� p�p�• �� 1Ym or�afhfau.dh...r�if.ec;�diaee�.tir.fa.e��eu. , �i.ti.n L..e saq��,u nr mc�+re�b.r,a loe�..tr�si.«.0 • X Tr.e m�F�Y�ts M'�Ma sRpbe6b b pmle f�s.lmm4es m¢. rveue�witi di�re�ndr po�e aya11 a meys tii/h aad��ar oL�ar�dlriW�WIt svoapb wit�N►e atqlwr�l�al�uta d eAe � � Y��1M��#�bMR�-'WooaSl�ri d►t�R O�fNt aS�l�O Mw30P�M dNef�L!Y'W d�L � L'Oe�R��C f0��I]r�in1l�fky iM�!Y(�41�yf O.gQ1� t�Paos.�ar�. (a) Co,�a�r a�d�et�e�.A awi�i- metes a�a]l�avc gt�sni rails whleJ�aae at laat 86 a�ches mia�pool aba11 Taave s a�spc t�k doas aot�Q t,hr e3r- (p0 em)abov�the diving board aad�xe�pd to the edge of wlatiom oE popl r.st.r aad swimmers'aalety.�soept Eor s t�e yool�va�1_ � �s[+tY k��e. a aafeb.+o�e. a ladder or aeee�aidv taiL. • . ,' t6e�+e aba]1 t�e no m�derva�trr or overbaad proje�tem or (��s'I�n�.�sr�Qes..rm obsh•urc+osaa slyst mi�ht mdsn fer Patron srf�f.y or iater• '�••�•�---;--�••� {s)Garwal.At laAst a paiaes of e�a ahq.q be �''' �ers w�th Pro�r Poo1 ope�ratian. p�vidal f1'om s�ty swimmiqg.diT7ag,�ibed purpaee.ex� erriee,eombinatiaa or plua6e pa+L The maudmum seP�- (b)Banclk sr.�.I.Whm a bevoh�rs i�provlded to p� tio�betwe�•poit+ks nf egee�s,meesui�ad along the ppvl•� mit bslhars to be eeatad i�t.�e wa�er,it shall b.in A rs- p��.aball be�5 ieet(2�-86 m). ' cem�ed�s te diwit�ate aus►proteuei�beyo4d eba pobt '0¢q. (h)1�ddeMs.A!�a,�o8e 16ddlt.rece�aed or Protl'lidmg. 2-Tha leagLh ot the be�eh m�,Y not tzeded 10 teet;•tJ�e shaQ�e p]ar��d m the dae,p poslian o�#he qoot and ame sE or heiaht ot t�a beaGh may�wt e�aced 1B inc�4t(4�rm):the �ugpr tbe ead�vall O[t�a sh�]low portiaa.I�dders aball be e� �e a{ t materxa!a�d�eada aha]t�war depth af L6e be�ch a�t m�p net ecersd 16 inebes (�D.6 �t� T�e sl�ll be'a clraraaae vf bot e�):the de,p4�a[tbe�acer abevr the beneh a�t m�y aot saa�e th�6 iar.b�,s(16 r.m)uar les t�.�is,eh� 7 6 cm .ae�d 2 l�t(0.51 m). . Letweea a�*J�dd�a�d tLe pwol wali. � ' � 3. Tbe wrt�ee o[the beneh�ea,t�1 be et a eelsr in (�)�a.�d�aods.Tb�e va�ti�l rfae beLw...a 4esds re� . aisa�scc coete,�co tbe wtor or+�3,e sqrrouadfq�e r�ba- �a m�p�.�u,bali be nait�as,a m4v not wccopd • sia. . . 30 iac�es(25 cm��d it the eeaLellfae ot the tresd� �.T�e rrro4ds"beneb ars below"abuii be p�e.d ao tha T��mRm riee be�r.e�tbue iwoi ae1s�aad tbe aPA�- deelc at the ed�e a�tl�e pool�c!bc bmeF�a�,ea i1�1��imum ��d t�ead s6al!be lo ibcb�($S�).Rsoaeeed �j 6 iae6,1ett�es Of a aolot in di9ti�!Cc�i�ast ta tba dartk �'�ds s�i111}�ve s usiainittm tae�#��sl depL4 4f 8�� d- . ' ' (I8 em)aad a miaimnim widtb o[12 mrhea(80�).T�e �(s)Dcv�x6 s�4'G7P�7fs.3uPPo�P1�t[orme.stepa�aad t�s�A �ave aliD�eesi�ast surtao� ,ad sLa71 dra9a 1#rM�s IOr bacic 4�ko the peoL di�6 eQaipxpent a6aU be ad snfaiet�t struN ��sd'�to al�b►atrY Ehe as►tidp?ted laads.&+ps {d)Il�eraied atairs.Reoeaaed atsira may be subetity� . and Ldd��a11 be� ' t mata'ia�.teoL�il,Y toT laddeTa oRt�Y it or�enr the ahallow e�d Wn11.R,ecc�ed cleaaable.aad wlt�ttexds of slip�+es�statdt ded�p-�Ia�sd- e�it�Nws11 Aak estertd�nt+Q t6e poal baa4q e�toept tbat the ssils abiall be prorided�t a!1 sbeprs��ud ladders�radirig ta deAsiCmmt�d�y+permit atairs!a 6e lacated ia a cornex or divl�a bo�urds moee thaa oae metQ m6n.�t1�a water.P�i aaot�er loeataoa m a pm!�i�tbe+�irs ase aot an ob. form�afid di�►i�as w�Pmedt tkas ate one motor or hi�6rr. atr,�etiop er}�s�srd to pa*a�as.st�airs eaa,ti hav�c s uaifa�rm , aLal1 be yratected witb �uard rails. One met� $ivm� rise of:aat more tha�s 10 inebes(7S aai)and unifatm htiads �. �l�pment�3ai'd rails shall be at]�sE a0 inrhes(75 ra;) af.aot le�thsa l0 inel�es($5 cm)-1�eads sball l�ave a min- �. abovie t�6e diaiA�batied aad e�Ctp�d Go the edge of tbe pml imum vaobstructed surfse� ire� of Z40 aqt�ara isfches �11.Al!plgttarms and divi�g+q�+iP�oestt bi8her t�t�'acns (35�iem�}.�A11 mrnera shaJl be e+ouaded to a ra��oI 1/� . f1�e�.Ifa�eL.�tpL 1s�.li! � � , . � � From:City of 09hkoah FAX:494-238-5706 Date:Q/5/97 Time:08:94:33 Peye 5 of 5 � , .08'/05/97 THU 07:41 FA%_41492964�9 NORTHCENTTtAL CONST. f�j005 � - -- • , ^' ra�t d4 • � # DE�ART�ENT OF INDUSTBY.LABo�'eNb HUMAN BELATIdNS 7 . � ' • R.FR!�a'! ` iarh.lti'e�ds m�Y aot pa+aieat�ond the faae eA tae si�r be*t la+t S incho(I5.7;4 cm)h�.D�ar]r��e on t�e vati- aAd�!1 brw a stip,r�esist�et sw�faae_ c�wall shall be at I�s!a inebet(7.�2 em)Ligh.All m�rk- ' �r+t:9re�a.t[!t�.3�(s)rar.bfrlpaol da4 e�ui�swea a�shall lys,o�a ealar oon4r�ti��vidl�tk�s b�t�'e�d. i (C) �dwdns�a. H7�11�'�iYi � frotn b0ltrw t� ��r Cr.��Ne.�sld1�.1�f.1ta 407.�[.s.1.aY. A waf�r nu'fiCe to tJse d�et.eaib o!edpu�s6aI1 bQ Provielyd WiA 9D„�Pool d�rW�ek pulpwqel�L(1I y�w-(�) ` a�se�b e�4 d!�rddens and r�e�ed traada. .xe�pc t�t C7.warol.Ther�sha11 bR��obsrractied dack�t the sAme = �b rslr ma7►b��ubstituted for 6aadraiL•rbere�sad kv.l a.,� che top of tbo povl v�It. Tl�e deek�11 �d , t�e�rQ�o�neemeed�artid 1�dders#re pto4ide��ie�e,saed oo�pk�sly arnund t�e pool.The�e�s6a]1 ba xt 1e�sC 6 lect ` . sRiws sball�ve��dr�i10�eae��ide+ritll�ma�mum (1.8 m) a( utsobatr�etcd dect� bel�v�een �ay 8 �djata�t ' sop�tatioa of 8 teae(g.44 m)maz+ta�ad at de�lc kvd.8tair paals .xupt thst tlfe �mimnte dael� widEh bet�e� � baodrails�hail be sa�et�e�,y�a�nc�arad�ad�all be iastallad �adia6 Aool aad aay oFJ�p'pool ehs►1l be YE faet(3.7 m)- fn�a way tba►t tb�'Y��4Y�lY bs t�oTed wi�h toOls. I�eak aqRipmeut�armitted luidel'this cbapter i��tat pp� Th■Ird'm�edge oi decic mouat+ad batidr*ilt eball be!o- sideed�ta obriruotiom. e�ted Nrithm 3 iuchm (7.6$em}. hofii�a�tally meattst�ed. ' (b? C�, dini+M� ��►�M�r+�11� �ssweiae a+wd `:, ' Ire�m tbe�rtigl plane o[t,�a bottvru riser. w�ndi�Peak.W�aa the per�alasible pal,ron laad ia 200 r,t� ; �+Mt liuer.II,IAf1e 90.19 IS)(1)Ir�vL41�aa1 lundraU� k�,the deek atottbd s eambi�tisliom. divinR. s�ilmm�6- ` (�7)E�.►i7�1��Y7'AaRWAY.�►xn�wus�ou.u� °�•Q°�or wa�iag pc�a�a�l bav�e a min�m�x,a widtb ' �tr�.(:}Sts�nuay.The stxir.a,y p�+ovid'a�g�aae�s to ati of 6 teet(1.8 m).Aa addi4o�toot(.e m)s6�]1 Le added # detated declG and the requtred bs�fAeails ahell w�ply to the deek�+idth Ios euh additYoml S00 pa�on,s or h�c:. _. �vi#h�.IL1�iR 5l.16 astd S1.1B1. . �►��.T1ie depatlment mqy osrp the drek wid�h ee. ? qaimae�t Eor e�ce�iee pools�d�aertain �;onditioas af � tb)Gu�a�virs+xs.G+�urdra,ile aBall b.Mec�ly mouated st uas6e. �il ope��idis ei an elrvated pael and doat if it is mors tk�ae 12 iaebea{�o aa) ia heiah� Gustdsall eaaatruction and (e)Li�uiled prr�r�oas Poot+�. �YX when the eonditiona iostallation ehall evmPlY•ditb p.IL�t 51.1b2. st�tsd 'm par. (.) 8 zPP1Y. the de�eY fdr li�ited Dar��e pools a�ll�++e s xaiai:aam widt.la ef 8 Eee!(1.8 m)on at a ftz�A�1w�l�s.(x)D�a�aaas�rsuep.l�Vhese s rsmp least E co�tis��des.The pemt of� u.to lt,e w� a sosd�s��ta an el�vat�sd deek Ehe rsmp shall bs s6g11 be en ofse oE tlinse sidea.The deek o!a�e otber�o�on dee�a�d aad cor,�uc+ad as requited tor�baaiar i�ee ea- tiguo�sides ehall b�s�m�imum of 3 feet(_8 m)wide. 'oi�r�peot unde7 a IL�IR 52.d4. t�1.4;i.e�1LBIt 90.l9(s1!w.1�3r►t,001 d�.et widtLr. • . (b)Peot�w�ramp.Wbe�a Ra�p i�s IL7ed tn�ac� (d)Dee�k WidlJl wr4r dtiweF se�tiy�l+ttt�.A miLiuJwA d�c]C em�!o�swim�air�g povI.tbt eamp�s.11: �vidttt od 4 LeeC{I�m),hatl be provielad on t}u sida■aad at 1.Aave a iaati�mr�m�vidth oI 36 inch�(Q.9I,�ID)me�- tb�bxtlr ot a�.piece a�divl�g epuiPmmt. ` aured batwoea ha�dr�ils; (e�A�asas3s'�iey.1.�U2 peola s1�11 be a�aily a�.�ible by ` 2 Be no greater than oae foot a[riae in 10 teet o[rtiva; �SeacY�sdid r�ers et other�sc1�e persoanel aad �Pmwt to effeeti�e�y w�at,lmd at�d traaaport vics3m4s. 9.Y�ave*t le�9t 6 taet(1.52 m)of level�elearanaa at tbe bottam end: �Swimmers s�all eater the a�dda�ed atea ar+Dund�mm. {. $avs s a1Sp^r�t�t surlaeo ot the same �aatrixl bin�►tuare,s�m�g�e1�.r�'�e++oeo Popl rt s poiAt wke� used IOr tA�Peol beCt�I�:�d �e deek is adjaceat to tt►e sb�llo�+Partion oi tke paol un� less ehe peel aeck..iath se e4.aotraaee i,�t lssst�.n,�eec 6.��e l�andre�9ls iaal�lled on boLh aides.T�e uyau side (S.1 meter�). Tbis reqhir�aet�t does not preclude prov�- ar sid�of a ra�ap s1�I hav+e a 6awdrai'1+rlth�int�rmed4 �vt enear�aay esits at other la�tiams.The deol��vidth :Ee p�rallel�u�u�ds�il]or�le�d st mid,heisht be�em th� � the poinE ot aa+.�3 to t4e Pool fro�ea a b�thbouae or haadrail�,d tbe ramp surfsee.The�i!aba1Y be bN �B reom ehatl be st]ers�16[eet(4.6 Daeters).Ar�. tova�80 iaehas�ed 34 iaehes(76 cm�nd�r�j abav�t�e ��8��P��1!be pravided between ra:a0 surfare aad sha21 be axure�y:;tehae�d io t!w eleek t4e ae+eae med by patraa.a�d the�ee uscd by specextors. and�q tb,e bott,oea�the f,00L �2�Youn.bu.ID�.All P�4iB�enna'ey�e slidea wl�ioi��9 n��fr�,�.�a�o�,�o�r ruri�.TI+.�aiae car ehe wam �1O�auaa ac a,.�mn�r�ts,�au,be man�st�cEurea m - �td botGO�n ot the paol ab!►Il be made oF inateiak.tbat ase aoeaQdaac�e with t4e star►dard�ar ewimmias ppql slidPs is�, > �art.Raeomb�l►dfarsble�ao�ta+cie to hum;ns sad do�L aaad bY th�U.6.eansnmer pra�dt�ct salety oem�ieeion aad prodneu txsts�oda�'in t�wat�.T71e fmieh ab$!1 be rea• "�all be 1$beyed to tbat e�xt.aad abaU bv in4tatkd�s�� soasb�amoatb,e�aily r.l.�ed sad whlte a li�ht ia mla�. �darxae�+ith Lhst atandard aud wilh the manufaetu�er'a Wqod ie not axspt�ble as�mteriot seaf�r.e. �n�ti0ns. t��)D1ePts stye�[Il�.Depth marloa�s shal]be locabed lrrie;Tye mm,�m��ea.¢�rr�b e�.�aa.'s wrlomi�c s�.�.uak .�.r�eeien ae.�daed b wur�;r la eFR Pa.e�r.a.r.ty se.saa�a t� i�lo�►B F]�Paol Aer1�eC�oA t�1B ed�e o�t�e dle�C�d oa th! SwlmrnitZ Pbo1611das Y'pis doeapss�Ae aw�dt■o ac t�4�oioe d �pOo�tia11 if oT*boV!tbe��p'e�t�e at�l1.PK�o1s �de�aaR'�Yo�se d�s�ratsr��We�eQatrry d�4�ee'� acept�t p�dib6 paols or bn tb��e�11 waY1#oE Rbi�'1- °��a ilr rrv{�or of�s+n�bu�,o.�aa part d eM v�.Carl.d 1�r1. • pooYy.�'be dCDtii id wst�'At1a11 be plaiff,ur ID�II'ked sb mal;i• ��aa sepr Dubir�earT m�tl+p ar nol�a�iLa librar�. .mum�aa miaimam poma.st poiats oIr ahange bs s�pe pf b�n�wa$.(:)c�sw.rai.De�ks s1+au be slopcd to eF ' aad�t equal mtermediste iuue.r+s�ls�[?5 teet(7.6 m)or �eetive�de*ih at6er to pe,�imeter areas or to deck dra�t. 1�.Depth marl[er�umaal4 on thv edge of tbe ds�k sha11 Openi�fn des3t dramt axd�l�aae]gratea sball be 1/� ' �e�oe*.1Saseb�xlh�,aro:�1&s T , f From:City of Oshkoah FAX:414•27�100 Date:G161Y7 Time:74:T2:Y6 �aye 1 of 2 B6/16/1997 14:13 715-524-3633 SAFETY & HLDS PAGE 01 S#a,#eafWis�onsin � VCNCII �I/icii �` r� � � w�� _ `_ � ' ' •. I340 Saa't �rarn Bsy S`tre �: • �AX COV�R SHE�T' svi� 300 ghgwano NI, 5416fi a pages Sen#(exduding t[�is caver3:L^ pate Sent: f r�: _ L L � � I�}�r FROM:�� '�Y�'�'". � �.. �_ Fax #: Fax#: ,�,� I 5� 5� -��0 3 � ' Telephe�a�- �'7" � 2�(v Y Teleph�n� #: �peciai Instractions(optionaf�: �is message is intended only fa�the addressee and ,fay�ca�ta�ved th�co�n+mu�n carion naerro ai Jse by any unauthorized parry�s stcictfy prah�b�ted. Y iieasQ telepho�e the sender and return the ariginal miessage by maii. Thanic you. °there were any problenss with the transmissian or nat atl pages Were reteived,piease contac: enaer immediately a#sender's telephone number abo�e• . _ . - Peterson, Duane E. From: Baldwin, Randy To: Acker,Ron;Johnson, Bradley; Kraft, Dan L.; Llppftt,John;Meredith, Diane; Mitchell, Dale; Paterson,Duane E.; Stilen, Danna; Strassman, Duane;Zentner, = Robin Cc: Bryant, Clyde; Burka, Benn�tt�;Docken,Lynita; Rubio,Tony; Somersan, Erpun ` Subject: RE: pools Datr: Friday,June 13, 1887 4:S7PM '�\ /'/ Enfarca tha cod�s ss pool steps meet poal code until you hear otherwise thru an official code fnterpretation �� or code chanqe. From: Strasaman, Duans To:Baldwin, Randy �� Q i A '� �,�S Subject:RE:pool6 r� 1 *lY Dete: Friday,June 13, 1997 4:18PM � I 7'hst has been the application we have been followin0.The ateps leading to the pool are under the building codo�Tho staps in ths pool ara under the Pooi Code. From: Baldwin,Randy To:Lippttt,John Cc:Strassman, Duane � Subject: RE:pools Date:Thursday,June 12, 1897 6:13PM �� I apree:duane, isn't that the appllcadon we dtd wfth the pool material approval? From:Lippltt,John To:Baldwin, Randy Subject: RE:pools Date:Thursday,June 12, 1997 12:57PM � My taelin9 is,ff tha stopa ara in tha pool than tha raquiraments of ILHR 90 apply. If the inspector fs looking for compliance: do the steps match the approved pool plan and IU-IR SO] If there is a consensus that ILHR 90 noeds to rafloct IUiR 69, whon tha division fills tho swimming pool Program Manager position this could be identified as a prioritY at that time for the new PM to initiate a code change. Your thouqhts7 From:Jphnson, Bradley A � � �� To: Baldwin,Randy;Llppitt,John �"L Cc:Johnson, &adtoy;Pecerson, buane E. � Subject: FW:pools Date:Thursday,June 12, 1997 11:09AM � 7F1is issua is pattinp bOunCed around a bit with no COncensus on which rules apply. Can I yet a leyal � interpretation or policy deCision on this issue7 From: Peterson, Duans E. ' To:Johnson, Bradley subject:FVN:pools Date:Thursday,Juna 7 2, 7 997 10:38AM . . From:City of Oshko9h FAX:414-2305700 Date:al16/97 Time:14:23:07 Page 2 of 2 06/16/1997 14:13 715-524-3633 SAFETY & BLDS PAGE 02 � I . ► I don't know who does the rules for poals. ! am thinking more of the person Wri These people aree Iso�ury � etC, who many doctbrs are directin�to pool aerobics and swimminp fpr therapY. disabled, whether temperarily or permanentfy and this d�es gre2tfy affect them. That's why in my opinion these stairs �hould comply w�th ths chapter 69 regul2tions whiCh are more restrictive of the two. From: Peterson, Quane E. To: Stilen, Donna Cc: Acker, Ran Subject: RE: pools Date: Thursday, June 12, 1997 9:23AM but wiil p�ople with w2lkers be in the pool ? ILHR 90 has rules far within the poal, and they never got � chanqed....who char►ges those rufes7 Ackerl From:�Stilen, Donna To: Pete�son, Duane E. Cc: Meredith, Dians Subie�� RE: poots Date: Thursday, June 12, 7997 8:42AM Fromt Peterson, Duane E. To: SUlen, Ponna � ' Subject: FW: pools Date: Thursday. .fune 12. 1997 8:23AM 1 fee) as AI{yrt does in Oshkosh, that they should comply, however if the department feels that ILHR 90 � shQuld take prec�dence over fi9 I quess we can not ask for it. I don't know who the person is that should make tha dec�s�on. From: Kraft, Dan l.. � To: Peterson, Duane E. �-1 %��(/j rJl��. 5ubject: RE: pools �L. �� !"' ne 03 1997 2:51 PM � Date: 7Uesday, Ju � The way I understand it is this way: ADA has the requirements for the stairs leading up ►or downl to the pool. In ether words, if the pool is elevated then the stairs qoing up io the Poal (deck area} �as to conf�rm < �j to ADA. The way it was explained to me was that ADA has no requirements for the stairs going INTO the E ,/ pqol basin. You may want to double check this with D. Meredith. ' Frorh: Peterson, Duane E. 'To: Kraft, Dsn L. Gc: Jensen, Dan Subject: FV1l: pools pate: TuesdaY� June �3� 1997 2:19PM From:�Mi#chell, bale To: Petsrson, Duana E. Cc: Zsntner� Robin Subject: R�: pools Date: Tuesd�y. June 03, 1997 2:12PM This sounds like the an issue that has bouncad between plumbing plan review and plumbinq product � approvals ...... Dan Kraft or i�an Jensen (�Mike BeCkwithl ►night h2�ve more on this From: Pete�san, Duane E. ' To: �entnQr, Robin Cc: Mitchell, Dale Subj4ct: pools ,. _ Oate+: 7uasday, June 03, 1997 2:02PM -� � ._. ,��...... .._.. _...___..-. : 9p.08�10i S3y5 p0oi Stei�3 sha�� b� uniform .... and not exceed 70" rise, and not tess than 10' trea ...•••� ` 90 tha inspector in Oshkosh wants 7 x 11 ADA treads, �d HFS and pool code say other,... wh�t's the � p�p� . . - : 3 e7J 0 as— CA ell q q C'q At C� rig N 0 ID Ca U, v 011 to W �A m t7 6 0 -q q Cq Q 0 W W m ci Ca a} M, Jl CY,01 V, W m l') A 'C wl L '0, M5 < Ca 41 W N" Z 4 P 41 8,O(Y F4 4,r E, 13966, UNPLATIF-ED LANOS VU Al L rIJ A > m 46 z mm m m > m E 5. Rs O m L --3 c CO In m t7l > 0 > > t- z > 0 t C4) 'l. 0 > 0 k�[71 C CD [ .. --_-. ..._ � , H,� CA w O .o'C .O x-, CO cz) ef CO Ch v C f) Cz W A? rx, 2 project no. arch e'revisions protect no [95110date f NEW L date it 9 9 ign 19 —12-1996 885 western ave. s sheet "a no 200 i d,a In [ E r S Property of agiian-4,Ito.heet no, fond du'kc,YA 54935 Y copyright@ Me design R,ftcL S1S1 -2383 -4109 reproduc (414)922 lax(414)%22 tion in any form vidlates, copyright law and may be subject city Oshkosh, Wisconsin o prosecution. rn (� r a' C iii S(p MM Y ry1 1 M \ _w Y IN ' a W c l :a l �v � l 101 � R �g w^ rc « " w ^ y r / r ' a r 1 � I —S 6Y v M-Y1 b YNtES raFi rY3 11 L- Iq s l��. 4 Tu 01 d (7y F 3 rT project no, arch rev ons 95110 NEW date 9-1 cliesign m RdHolidayInn Exasise'- ress 9-12-1996 es5 western eve. RCL sheet no. Butte no,200 copyright@ 1996 design N,Rd. .. fond du iac,wi 14935 reproduction in any form vfWatee S2 (414)922-2383 tax(414)922'-4109 c�pyrlpht low and may be sul*ec t city ofG7shkosh Wis consin acanaln to proa.a,non. L Cs 7 C" Y rW k � i k Yr s i Y 4 y t `k � a �u p^ C)r•� �7 a, �jCyC> 0 q, \� Tit= CJ \ X 0 QL 22 PSNu � z� C,:9s V^a„ a t r �l C':l kry b 4W \ ( r aMCr 0*- b ` W <D x 00 �y r c C "� c w w k y� k fVi/I`I,✓1r LANDS m- n r -c iTR x P �p Cx C 11 ti r Co t i ll m l �.AJ a �.. � " � p I `v m ro c •�. wda t��wda r�ffc �^ '� mp'.w �•'p, � y v rn� 1 11 m `t `d'6: w ssr rn n `•� n v.Wv_ v a-pop� v yWa `ca o{^,o a �? v ., :v 4 .��.. rn ro " y 7 A r9 project no. 95110 � arch � NEW dste C1 �i n Ind. 9-12-1996 M5 western ave. sheet no. "a no.200 i d a hH ] E F 3n k Rd, a s tond du lac,wi" 5 s 83 (414)922-238.3 tax(414)922-4 t arty copyright@ MIS design�V�ates city of Oshkosh, Wisconsin tCopyright law and may be subject Prosecution.