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Home My WebLink AboutFIELD NOTICE ~ CORRECTION NOTICE / FIELD INSPECTION REPORT JOB LOCATION: 2125' ;::r¿~:so ~ CONTRACTOR: ~I/e, 9h9~Y ~ CilyofOshkosh Inspection Services Division 215 Church Avenue, PO Box 1130 Oshkosh, WI 54903-1130 Phone: (920) 236-5050 Fax (920) 236-5084 PROJECT TO BE INSPECTED: BUILDING: HVAC: ELECTRIC: PLUMBING: EROSIW CONTROL: PROPERTY MAINT,: Fooling Rough Rough Ro,gh Trooking 5o!b"k P"k. ~~='io~/ Fuma" Se.-vi" Te"an Sill Fen" UnIken"d Veh- AlC Temp- Pe=- Und"flom Stone Ao",s G"-¡"ge Insulation Firepla" UG OH Sew,,/Wate' StrnwBa1es Dilapidated bId's, fences, Re-insp. Re-insp. Re-insp. Re-insp. Re-insp. ete. Final Final Final FinoI Final Exl Main!. 0 MailedIFaxed ¿\4> l:õf-js- Phone # KELLER STRUCTURES 1ilJ00l 1904/25/01 11:07 FAX 920,,766 5004 ~a.LeR JRUCTURES DESIGNi1!UILD -- WE DESIGN WE BUILD 0 COMMERCIAL 0 INDUSTRIAL [J RETAIL 0 MANUFACTURING 0 WAREHOUSING [J EDUCATIONAL 0 PROFESSIONAL 0 OFFICE 0 REFRIGERATED 0 RECREATIONAL 0 METAL REROOF WE BUILD BETTER BECAUSE WE OWN THE COMPANY BEFORE YOU BUY THE LAND BEFORE YOU DEVELOP THE PLANS DISCOVER THE DIFFERENCE EMPLOYEE OWNERSHIP MAKES Keller Structures, Inc. ~216 State Road 55, P.O. Box 620 Kaukauna, WI 54130-0620 http://www,k<>lI<>rstructures.com FAX TRANSMITTAL TO: DATE: 4/25/01 FAX NO: 920-236-5084 AT FAX NO: 920-766-5004 Allyn Dannhofl COMPANY: City of Oshkosh FROM: James Stojke Number of pages transmitted (including this page): 18 Comments: Regarding the enclosed copy of your inspection report dated 4/19/2001 the following conditions have been met. 1 )Truss plans are submitted to State of WI 2) HVAC plans are submitted to State of WI 3) The shaft. running from the basement has been firestopped at the bottom chord of the truss and above the walls, thereby creating a concealed flrestopped space. 4) Information is attached regarding girder attachment (will also be mailed) 5) Stamped plans are on site located in tube attached to Keller Structures Job sIgn 6) Lighting plans will be provided at final inspection 7) Attached is a signed/sealed description of canopy beam attachment to column. 8) Truss plans on site with plans and attached are descriptions of girder nailing (will also be mailed) 9) Attached signed/sealed structures regarding anchoring of studwall plate to wall (wet stamped copy will arso be mailed) t 10) Attic draftstopping tightly fit and close up penetrations is complete 11) Attached signed/sealed structures regarding top plate attachment to steel beam (wet stamped copy will be mailed) Please contact Dan School (Supervisor) 920-766-0836x123(office) or 920- 427-4444(mobile) regarding reinspection to be assured that someone is at the site for your assitance. If you have any problems wtth this transmission, please call me at (920) 766-5795. Thank you! The elocument(s) accompanying this fax may contain Informal/on which Is legally privilegeel. The "Iorma#on is Intendeel for the "se 01 the inteneleel roclpient named above. "you are not the Inteneleel recipiant, you are hereby nolifleel that any disclosure, copying, ellstrib"tion, or the taldng of any actions is reliance on the content of this telacopled Informat;"", except In its elireot delivery to the intended reolplent nameti above is strictly prohibfted 04/25/01 ,11: 08 FAX 920 766 5004 KELLER STRUCTURES IilJO02 "-~) CORRECTION NOTICE'/ ~I~LD I~PECTIONREPORT ~ City of Oshkosh 'JOBLOCATION:¿!'7ç,^,laL~~:SQM " " !nspeclion S""kes Division ' , 215 CñurcIi Avonue, PO'Box 130 CONTRACTOR: ke If ,- ::'-.3! t-UGI-Ci '-""- 'r Oshko~", WI 54903-1 no - Phon., (9iO) 136-5050 Fax (920) 236-5084 BUILDING: FòoÛI!' F._/ Rough""",, lesulation ' Re....", ' Final PROJECT TO BE INSPECTED: WAC. Re,gh f"""" AlC 'Fi~p"" Re-in", finol ' ELECTRIC: Rn,gh ' S,""'. T."" UG Re-...", Final Pe= OH PLUMBING, Rough 1'"tOn' ' , Und.ri1oo, -- S<w"lW.œ, R..insp, Fi..' EROS10~ CONTROL: Trodcing 51"'"", Stn..A"", Sh>w B,Ies 'R'-i..p, ' Final PROPERTY MAJNT,. s."""".,,", Untke",edV,h Go"'" Di"pidatedbtd',k""', ~" , B., Maine ,"'-" -'Coli:&'- ,'", 'C / '7 ilia! the violations attheabove address have been correèled, - ~äw- , W&iGOOí:~~t~..";~;""";[£"",,,,, ':,;¡;,,~ 04/25/01 11: 08 FAX 920 766 5004 KELLER STRUCTURES 1ilJ003 ~tc..~'-D/~ ?~1 Fo~~ 04/25/.B}...JJ,:8.u:X"~~I&t¡,?J 1"0'"' - KELLER 14201 CÅPtTAl CREDIT UNION Sï7r::lER ~TRUCTURE5 l>esl.." I eUILI>': I5EIERAL ~TOIOS - -..."'-. "d_", _MA"'_"" --- 05Hl<OSH, I^II~IN 6",~ VIl.I","- R<-J P~-r ~tt~'T ClJNDrnO>1) (SÞUiIMJ.f,S'f' u>~ ,...') \.'þ1'~ '1Z=l- ¡,V"- t¡.o~ '4Wp '-<>A./:> p" 2,q'-o" L '7',0" JC. 2-0""'" \140010\ uPLifT \)'$£: "'/f';.'11I. 'b~I."I",.ONG, ¡{!\.WI",. SPI\(,G.$ />.1 o:;¡," D .C-, CloleDt. PUl.l.o<>í VM..\JIi~~ 't.uIT~ -{ "'fir" ~1!fI¡Ø\\~" ?Vl..\.croT ~\L.iT\E.S 1<4 It,~:.o ¡!o. \"-1 ~ooo 4"2>, ~e. ""II-IU- 1$ 1'\0,¡.- t-.\OIU<. ~ 12J.Qu\1I.W ~ ~\./o /'(IoU., :;!::. IiìI 004 ~ '? 27_7 Peiformance Data The following ultimate load capacities are based on testing conducted according to ASTM Standard E 488. Ultimate Load Capacities for Carbon Steer SPIKE" ~', -;l" .r/, io'lll. II,"'\;, Oï-J(, 1b '7)(. "'. ~ ~fi::!.s.:' AT ~.. 0,(., wl~'~, t-"?f<4!' ~~~ ~~ OriliEmbod. 3,OOOpoi4.000"psi S,OOOpoi"'C¡i",rit"- ..~.... ",.... Pi~,.~R~?"'..."~(,,~""'L...Æ.",~~,....C,Oß"'~I',, ..~!""'""" 1116' 718' 760 860 890 280 111" I' 820 9BO SOS 410 Ten.,," 3116" 1-1/4' 97S 1.ISO 1.450 740 Lo.d 1/4' 7IB' 820 94S 1.010 <!40 (Ib,_) 114' I' 975 1,135 1.las 610 114' 1.114' 1.100 1,550 1,100 800 318' 1-314- '-530 3.140 3.435 NJA 1!2" 2"1!2" 5,460 6,030 6.470 NJA 1116' 718' 1.270 1,310 1.350 540 3116- I' 1.725 1,860 1,860 590 Sltea, 3116' 1-114- 2,250 lA25 2,600 2,090 load 114' 71B- 2.040 2.230 2,361) 1.650 (Ib,.) 114' I' 2,310 2,460 2.640 1,840 114' 1-1/4- 2,500 2.750 3.200 2.100 318' 1-314' 6,310 7,080 7.15() NJA 112' 2.112' 12.540 15,300 16,100 NJA """"""""""'" ' , ,-~;.~" c 0 IV 11111>', '::? ,€> """, ::>j "I .ff',~"..", "'---."'/...', '-. . .. ~ .¡ --'- / STEVEN 'LEE"'" '~ ~ .,. i KLESSIG ¡* ~ ~ : 11-6167 ¡ '" i;' \ \ BRILUON l. ;. ~ -'" ,WI ./'.if \ ~ ~.",.",-_..,.,- '\ Þ I" 're "C, ~ O-~I¡\\~HI1'-~.;;-~",' ~\" """"~ .. 41v\lO\ " 04/25/01 11:09 FAX 920 766 5004 KELLER STRUCTURES I~;n CAPif ÃL" CREDít~UÑION ~~~~~~RES 23N'R2OOI OSHKOSH, ¡.!¡;GONSIN "~ \ï)005 ~ ØESI&N I eul~"" ~ GØN'lRAt;TORS"" --...",-' ."'...... --....... --- IJ.. "" -; (Ilea:. ~-'{f.. ~111Ñ Ifí ~'1 ~ (,r}';W~ J~ \8 -è>" P .. I '" -0" X'l. ~.. ~ 'Z.o ~ - 1'Ù> II.- ~ ftM"f ~~ ~ \1/--24 ~ ~'\ \..Of-,JG. ~tLF pQ.lWt-:CD ~w "'~ 1."0' O.e.. CIIfOC. PUI.I.oI1T IIM.I.I1¡ð IN T~\ r~~ "\"~~,. dF- ~ 6eA/W\ "" ~lg" poLLðùl' Ii'A<..U~' f<,¡Z. 1't-'Z..4 '5E>\.f-~\\.\INf" <G.~ \'-'11:) '14" s:TEEl.. "'~/!'l't.¡b- VPl.-\h IIJ 114-\"-, Cot,,)(À'Tlt)J ~ U~Io.\tp l»Ju.¡ le>"/ø of=- UL. 'f¡M1\-tl6- I.CAO ~1' ~ I uo:.t ~ tl=1'l.:'~ X Q "tQjG" ~r...f'-œlu..N(" .=:.~~ 1,-"1' 'I..()~ D.c.. !>.lTe"TDf' F!.~f. of UNoP'f e.~AU1 mwBuildex FASTENER PERFORMANCE DATA SHEET: PULLOUT TRAXX ULTIMATE PI1~LOUT VALUES OIINDS _!!ADS GAUGE D!AM"'" ......... POINT .. .. .. .. I. '" ,. ,. 1/8" "".. t/4' . ,. TI2 ,.. ".. ... ... .., '" !ISO ,sse '/3 110 '91 239 28S '" ... 0,0 .... .. ,. T/1 ... .., .11 3S7 ... ... .... ".. " ~ ,>1 21' :m ... 54' n, ,... ,... TJ3 ,., ... ... 2119 ,.. 108 WI 1474 ,. ., T/3 '" ... .., 333 ... m """ ",. .... 12 .. T/1 ,.. "" ... 3OtI ... ... ,... "" TI2 '" ... 293 ... ... ... "., ,... ...., T/3 '42 ... ... .., 551 7S7 1G& 1631 - 12 ., T,. 'OS .... ... ,... .... .... T/5 ..., ... ..a 1521' arvl "" ". ,. ""N" 200 329 423 "" ... "$' T/2 '.. 205 at4 430 64. lI22 .... ..... ~ ,.. .", 2!J3 ..6 6.. ... .... '856 .... 5œ3 ". .. TI3 140 ... 271 363 ... NI "'OS '51' .... T,. SS4 ,.. ",. ,... ..... .... "'"'........ ""'"" ""'IA.11MATE """"_o"""'."""'.""","c"""""",,..o-..,o BtAWEJ( ~FAS!ENE"OM.'. _,.SAmYF"""",,SItOUlD '.""""10 ","","'11M"'VAWES",,"""" """""'"" ",,"AOOII1ONA1.,._INF0IIMA11OIt 04/25/01 11: 09 FAX 920 766 5004 KELLER STRUCTURES ,006 I~~ CÃPITAlCREôìfüNION . ~~~~;UReS ,_~K ~:£~ -- I :ðHU¡Of OSHKOSH, I'iISGONSlt-I ~ --......... '? '~,.~ ~~ ~ ~tI""'-I~' F/h1~tJ(., ~ít~ I n rc '~TI :l ~ I I II =1"'" I ! rl 0 ;;1 ~ I Q ~ r II " I Ii I ~~ " ":2~!" - GANOP( GOLUMN @) 3.3.1< .IO'~~'M3ESTæ.GOlLI-IH '@"". 1. 0'-5 NJ6 S'1'æ.Pl..ATE @ or. . ð . O'-ð A36 STEEL I'tATE @ 14 . 5 . 0',5 A36 STEEL I'lATE 12 EI'GH) "....",...-ve sa:œ;;";,"""',,, r4 t!k:.Wf I I E¡ ~^"4' ,... ... .- [4) ~ ÙJ(¡)I,'.tV ~ ~ I I ~ II J L cl=¡ L:L b'd) BEARIN6 PLA'IE DIT.A.ll ð I1< ,g .. ;Ii' ~I BASE PLATE DETAIL (:2 REG'D) ~ a" 1 I I l' . ~=... .' I. . ~ ' ~ . SEC.TION A-A 04/25/01 11: 10 FAX 920 766 5004 KELLER STRUCTURES ~()5S ~~\P1ltÑ~ ~ 141007 . ,.Jke1l0313'CaPltaJ Cr'edlt UnIon - 321100step3 ----1 TOP. CHORD Zx4 SPF 1/1/'2 .. BOT CHORD 2x6 SPF 16S0f-LSE IIEBS 2x4 SPF #1/112 FILLER 2x4 SPF #1/82 :FZ 2x4 SP #1 or M-19: ROOF OVERHANG, SUPPIORTS Z.OO PSF SOFFIT lOAD. SEE OIlGS TCFILLERO699 AND aCFILLERD699 FOR FILLER DETAILS. TIns O1IG PRIPAftIO fRO/1 COMPUTER INPUT (LOADS I DIMENSiOnS! SUBMITTEO OJ TRUSS MfR, 0 2 Complete Trusses Required ~ I~ 10 e' ,* iNAlLING SCHEDULE: (lOd_box_nall$) TOP CHORD:!, ROW @ lZ" o.C- aOT CHORD: Il ROW @ lZ" o.c. . WEBS: 1 ROW @ 4" O,c. ' USE EOUAL SPACING BETWEEN ROilS AND STA!;GER NAllS IN EACH ROW TO AVOID SPLITTING. IN LIEU OF STRUCTURAL, PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24.00" OC. ' '" '" i; TRUSSES TO BE SPACED AT 1,2.0' OC MAXIMUM. ,I DEFLECTION MEETS l/360,0~ LIVE AND l/240,OO TOTAL LOAD," USE SIMPSON/ALPINE HANGERS INSTALLED PER MANUFACTURERS' SPECS?" ' SIZED FOR MAGNITUDE AND ANGtE OF TIE-IN LOAD AND SIZEO TO FIT;XJo 'CARRYING/TIE-IN MEMBER DEPTH ANOIDR \fIDTH, ~ .... '" .. '" '" ~ en ~ W6X6.. WISX4 ~ W6X6", ... 1'1-9 W3XIO", W1SX4 m -r 1'3-9 r 7-7 -6 J ¡:¡ § ~ Cj CO .., ¡§ "' '" W1SX4 m W3X411 W15X4111 H3X4 m W3X5.. W3X4II1 wa411 °:.l4!.' 8 1- 11.3-6 O:.!!..:l!-:6 -~- 11-3-S I 11-3-6 ...J ¡-;. R-4Q65 W-5.S' -33-10-0 Over 2 -Æ.L.:..11.L:.J.:.1B..L:.. TC LL 60.0 PSF TC Ol 20.0 PSF BC Ol 160.0 PSF BC II -~Q. PSF TOT.lD. 240.0 PSf DUR,FAC.1.15 SPACING 12,0' Scale -.lalS'/Ft. REF R7185-91989 I DATE 03n5/01 æ;¡ Daw MOUSA~S UTO1~~ ~ MO-ENG /SlS SEDN - 10342 FROM'SS---I PL T TIP. AV _Des1Qn Criteria: TPf(S,TD ".. """""",. """"'. ..""". """LI""O '""""" "" ..,...". """'" ar", ",." PLA" IOU ""II", WI """. ro, """ """'" ""'TO """"'. TOP "'" ,.,.. 'ST' PH""" ..""" ':'L!.:.~~:~ ~!'.J"~~.I~!.~,::.::t"::i:.~r,~'i:,m¡::: "".. r....«", ", M' """'00 ".. "," "ST'., M' ""'" TO I"""..""."..,,",. ..t...,,- """,..".. ,n_--- ""'-----'---'-"-",""PLt,-""""".,..orH"""""""STGH ""!P""", PO""'" " ,.. "'RI". r.o", ..0 ..", ",."""" ,.. JPI. """ """'"""""""""""""""""""""""""""" "'LItO..""..,. """"or """",."""""""""",," """"""'"11'"'.""""'" ,....",'", ,.J. .., ""'.,..,, ..."" ".,"'" """.." or """""'... """'",e """""LlU """ ",.., "U"""."" ,""'...... """""""'...".r"" ""..Ot" ". 'Of ",TIt..." """" "'" """""LI" or '" """" """". AU """",-""""'..,, - ,A ~,:pin.i:.\~::";:M¡'5g:::"'I...... ..i~110313,C~p1t~1 CI'edlt Union - 51~,rd'er TOP CHORD Zx4 SPF #1/H2 BOT CHORD Zx6 SPF 1650f-1.5E ¡¡I,BS Zx4 SI'F HI/ilZ :l t 1/edge Zx4 SPF ¡¡'1/1i~: TRUSSES TO BE SPACEO AT 12.0' OC i'IAXIHUM. USE SIMPSON/AII.PINE HANGERS INSTALLED PER MANUFACTURERS' SP¡:CS. SIZED FOR MAGNITUDE AND ,ANGLE OF TIE-W LOAD AND SIZED TO FIT CARRYING/TIE-IN M,EMBER DEPTH AND/OR WIOTH- . * H15X4 I ì ":}:.~' ~ ~ T W3X10 II 1114X4- 1--5-10-12 Ov,er 2 Suppor1;s""¡ R-Z474 W~S. So: R-2420 ,~2 Complete Trusses Required /{j NAILING SCHEDULE: (IOd_box_nal1s) TOP CHORD: 1 ROW @ lZ" a,c. BOT CHORO: 2 ROilS @ 6' a,C. (EACH ROW), 'WEBS.: 1 ROil @ 4" a.c'~ USE EQUAL SPACING BETWEEN ROWS,ANO STAGGER NAILS IN EACH ROil TO "VOID SPLITTING. IN LIEU OF RIGID CEILING USE PURLLNS: TO BRACE BC E! 120.00" OC OEFLECJIOH MEETS L/36'O.00 LIVE AND L/Z40.00 TOTAL LOAD. PlT TYP,...!!å1.E TPI "~"~""".. "u~Sts """, "'¡¡¡¡¡-¡¡¡iï'f¡¡jiT"II~~$,!:!.~,,~r,J¡¡¡¡¡;,~ ~.:"J.\i-.WD """... ....",.oo.." ,....,.." I"""U" ". """"'I. ',,'us"""'" ","""-'" , "S"""'. 'n """'RI' ".. ..... "0. """"." """. ,., """ ...."'" ",.. TO ~ ......"..n""r.."t..,.".,,,,"""'I"""O"",""'""""""""""""""" , """"""""LS,"",""""""""""""'LTAT"""""""""'. """.,"'.. """'X"""""""""'"I"r.."".."...."....."" """"'" ""'IIs. "", """ 'OT" "'...".., ,.. '"' ."'",," "., "" ""'" ." ""'" " .' ..", '" """'" " """..... .". """ "",,"'... ,"'","'- """',. "su""" "'. ALPINE ..""""""", """"".."""""".."""""..""""""""",..."".. . """"""""""""""',"'"","'"""""""",,,,,"""""",, """ .. ~ ¡:::'m::'.:"\.::~ ::":~i::':.:::~t~:-:'1:\:; ::'roi.'¡¡\::.~s.;o.:\¡;" ,:::¡:,¡::-m"'" "..,"', "' "l, 1M[ se".. "" ....,'" """'" "'",,"'.. ..""".... """"'" AIPi...:t:':.~.J~o:'r'.In<, ::::::m':~I.:'.':\:,~:,::,.::::~"~a:;':~:'.¡::~,::m;,,:::¡ :::~:::¿'::s~:r:~'.¡: "" ",~' """PI"""""""', ,~- 11I/-/l/-l-/R/- TC LL 60.0 PSI' TC Ot 20.0 PSI' BC DL 750.0 PSI' BC LL ,~ PSI' TOT.LO. B30.0 PSI' '-OUR. I' A~î"5'" SPACING ~ ~ ;;; ~ ::: >- >- >- >- ." ~ '" ... '" ..., '" '" g ~ 1 T @ t" ¡;; '" ~ (') ... ~ <II Scale -.37S"/Ft. REF R7185'9198?" ~_03/15/~ ORW HOUSA]]O; O¡OHOIO -----"-- ~..llli S£O1\1.....:2 0328 FROM S5 ¡§J '" 6 \kell0313-C,p1tal Credft UnIon' 261100 girder ) liliS DWO PREPARED fROM COMPOlER INPOT (lOADS I DIMfNSIONS) SOOMmED 0' TROSS HfR, TOP CHORD 2.4 SPF #1{U2 2 Camp 1 ete Trusses Requ ired ~ .1 BoT CHORO 2.6 SPF 1650f-1.5E ~ WE8S 2.4 SPF f/1/1I2 NAILING SCHEDULE: (IOd_box_naf1s) :Lt Sl1der 2x4 SPF 1I1/f/2:'BLOCK LENGTH - 2,595' ' TOP CHORD: 1 ROW @ 12" o_c. :Rt Slider 2x4,SPF ill/#2': B,LOCK LENGTH - 2.595' BOT CHORD: 1 ROW @ 12' D.C. , , WEBS: 1 ROW @ 4' o.C', IN UEU OF RIGID CEILING USE PURLINS: TO BRACE BC @ 120.00' OC USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING~ TRUSSES TO BE SPACED AT ¡Z,O' DC MAXIHUM- ~ '- :;: ;; '" ,. ,.. "' ~ DEFLECTION MEETS L1360.00 LIVE AND L/240.00 TOTAL LOAD. W4XS{R) II 0=9'3 0}-3 W1SX4111 W15X4 II WSX6 (82) . I. 13-5-6 I 13-S'6 ------ _I r> R-2759 11-5.5' 26-11-0 Over 2 Support$ PlLJ.YP. WAYUPr-95 , O"sinn Criteria: TPI(STD U"""""""""""""'"",e.........tC"",."""".""""""""""", ",""" ..." ,. ",." ,.......". """""..., .""',,. ,""n"," '" ITA'" "'" ""',,"1. "".",..,."".."'.... "',.."" "'10'- ",.."" """'..,.." " """"""1"""""","""""""'" ,"'tC"".t..""""""""""""""" "...."", ,..".. ""'" "'" ""'" "" . "....... """" ..", '<Ill". UIN..." , """ TO '" "'TA""'" ,"'....,.., """ """"" """". " ,.. . ,.. """'" "'" 'HI' """, '" U"U"' TO """,r -.. ",..." IOU, """". """". """""", ..""", . """"" """"""... """"".,,,.. ""lft'" "",."..""",." , ",..".....""".. """"""""""""". ",'" " "'" ,,'" "" " ""'. '" """ .."".." ""'" GO "". ""',", "SIT - """"""", """"."""""""""""""""""""""""""""""" """"""'" """ ,., '" rom """"01""" S"'"', '" .."..,,'" ,.. u" Of "I" ,,-..."""."""""""""" """"""""""""""""""""'.'" ""1""""""""'. >~ I\IPI...tI'!'è~..ó¡~?,ln'- I T' .., '" '" '" ~ -, ~ " '" ~ ö ;j ¡¡¡ '" '" Scale --2S"Ft, REF R718S'91960- DATE 03/15101 DRW HOUSR118S 01014016 MO-ENG ISLS SEaN - 10324 FiïõM"šš---" , §I kell0313-Capltal Credit UnIon' 251100 cornman TOP CHORO 2.4 SPF ffl/#2 BOT CHORD 2.5 SPF 1650f-!.5E WEBS 2.4 SPF #1/#2 :Lt Slider .2x4 SPF #1/#2:.BLOCK LENGTH" 2.595' :Rt Slider. 2.4 SPFfll11i2: .BLOCK LENGTH - 2.595' . . IN LIEU OF RIGID CEILING. USE.PURLlNS: TO BRACE BC @ 120.00' OC TRUSSES TO BE SPACED AT 12.0' OC MAXIMUM. THIS OWG PREMAEO FROM COMPUTER INPUT (lOAO5 & DIMENSIONS) SUBMITTED oy.:muss MFA, 2 Complete Trusses Required ~-~~ NAILING SCHEDULE: (10d":bax_naI1$) TOP CHORD: 1 ROW @ 12" o.C. BOT CHORD: 1 ROW @ lZ" a.c. WEBS: 1 ROW @ 4" a.-i:. USE EOUAL SPACING BETWEEN ROWS AND STAGGER IN EACH ROW TO AVOID SPLITTING. NAILS <:> .. .... ~ ci ~ ~ ~ i;; DEFLECTION MEETS L/350.00 LIVE AND L/240.00 TOTAL LOAD. ." ;. '" '" to " W4X5 (R) III 0;1-3 0;1-3 W15X4 a H15X411 W5X6 (82) .. I 1~'5'e I I' 13-5-B 1 R"2759 W"5_5; 26-11-0 Over Z Suppart$ PLT TYP. WAVE TP¡-9 Oesl Criteria: TPI 5TO -.-.. --, c.., """""',", "oo . .."".., I.n""..", """"oo ,., ." to, I"'" "'" ",. """',. "'CutU ",.. 10 ~ """".".."" . .."""""'" """"""""""""""fH".n..".",.,...,.":::.:"""""",,r, no...... ",. ..,It ,OJ ".....",'" r.. .., """"" r,," "IS ""'" .., ""U".. OU""""..." """""""""TP" " """""""""".""""."""""'" Al PINE ':"fcj::,:,::.;:'.tj.",o'::":::':::R::::':::':}':'~~;::'¡','::::}:::;':', ;=L "':i;:~' "..., ~. ..."",....' """'" """"",,"""u. Hm."",r.,."". .."'".""..... l """'C""""""."""""""""""...moc.....,..m..,..""".", AlpinoEn¡¡h,..rcd Pmdu... Inc. ::::::n.:t:.:':.r...,'f"...'\::: ;:,:~'~c:::::::: ¡;::¡:'~~':~~""';~: r.,;::m¡:o::~ ~:'it::r:,\:: '.,. I1o¡IhC¡""MO6,.." ~:::::~:',~:;.:";,:::~,,;~"'"""""""""""""""""""""""""',"" I '1" '" '" '" '" " <:> .. ¡;j -, c< ¡;; '" ~ " (') .... ~ '" Scale ".2S"/Ft. REF R71B5-91979 DATE 03/15/01 DRW MPUSR11SS 0lP140IS MO-ENG /5L5 SEaN - 1(j3_Z3 FROM 55 i!§J ::: '" kel10J13'Cðp1t.l CredH Union -Of CHORO 2x6 SPF 1650f.1. 5E lOT CHORO 2x6 SP 2400f-2.0E WEBS 2x4 SPF IIl/IIZ :Lt Wedge Zx4 SPF IIlIfjZ: - stepl " " ' 100F'OVERHAHGSUPPORTS'Z.00 PSF SOFFIT LOAD. :ALCULATED HORIZONTAL DEFL.ECTlDN IS 0.08" DUE TO LIVE LOAD AND ).lS" DUE TO DEAD LOAD. rRUSSES TO BE SPACED AT lZ.0" OC MAXIMUM. :ALCUL.ATED VERTICAL. OEFL.ECTION IS 0.39" DUE TO LIVE LOAD AND 0.92" )UE TO DEAD LOAD AT X - 24'4-6. TOIS DHG PR~PARED FRDH CDIIPUTER INPUT (LDADS 5 D'H~NSIDN\) SU8HITT~O Df TRUSS MFR. ~~ 2 Complete Trusses Required NAILING SCHEDULE: (lOd_box_nalls) TOP CHORD: 1 ROW @ lZ" o.C. BOT CHORD: 1 ROW @ lZ" o-c. . WEBS: I ROW @ 4' o.c,,( USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING.' ' IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLlNS: TO BRACE ALL FLAT TC @ Z4,00' O:,C. ALL BC @ 120.00" OC- ~ ;:,; on ;, ~ ~ ~ ~ ." "" .... '" '" <:> DEFLECTION MEETS L/J60.DD LIVE AND L/24D.00 TOTAL L.OAD. WARNING: FURNISH A COpy OF THIS DWG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING. SHIPPING AND INSTALLATION OF TRUSSES. SEE "WARNING" NOTE BELOI/. W5X6.. 114XS.. 118Xl4es W4XS" W4XS- WlSX4111 1/3X4.. WSX6" 114XS'" 118Xl4" ,.,., ~1.tJ':'" WSX8(BSR)" WGXB" KSS13.. W4XS- 1.;l:2 1_5:-11-8-1- ~._,_____43-0-0 1 S-11-8 I I~ R-S727 W-5.5" ,54-11-0 Over Z Supports Desi gn Cr; t.ri.: TPI ISTD ""'" "'It '" r..."""'. """""'. """'G. "$I""" '"' "'fA"""""""",- "","""Ut" """...." "".""""", ...,,', r"wm'"""""'I0". ..."", ".."..", ." "",a "..... ..." '"""" ....".. $I""""'",""".,.""""""""""""""""","""""""",. --I"."'" TO"""""""""""""'.""""""""" """'U. "" """",......" ""'" '"' ","',(" ".... ,.. r"'I""". ""..IOG. """'G. .........",.., ."""" "".."w...""""""...""""".."",.."."'" ",." .."""" ,. """'" "".. '"' ",.. ...."".." "" .". ""'. "",,'" '1""""'.""'.""'.""""""'. "Pt."""'TO"', "",.." """"'" ",...,.. """""-"""""""""""" ""..".., """",""""""""""'cs""""""""""""""",,,,,, ""..","'.. """"""""",'"".r",,,.....,. """"""""""""." to"."" r.. '" "."'..." .aI.."" " r.. ,UP""""'" or '" ."'..., am""'. ", """PI .-.'" ,..".. .. PLLnPL~Y£ T ,~ I ^Ipln, eo.1ncmd 1'rud"'1~ 'nc. L _Cit,.MO"'" ;;: '" on <:> ~ í 4-0-14 1 ¡:¡ t'" ¡;:¡ '" ~ i co Scol. -.IZS'/Ft. REF R7is5-91955 DATE 03/15/01 DRW MOUSR710S 01074001 MO-ENG /5L5 SEON - 10205 FROM 55 ¡§1 <:> ~ - keI10313-Cap1tal Credit 'Ùnion - odd. top! TOP CHORD 2.6 SPf 1650r'1,5E BOT CHORD 2.6 SP 240Of-2.0E WEBS 2.4 SPf #1/112. :W5. WlO 2.4 SP 111 or H.19: SPECIAL LOADS . ...." (LUMBER DUR.fAC.-LI5 I PLATE DUR,FAC.-1.15) TC - From 'BO PLF at-LIB to BO PLF at 52_09 BC - from 4 PLF at -1..18 to 4 PLF at 0.00 BC - from 145 PLf at 0.00 to 145 PLF at 10.02 BC - From 20 PLf at 10.02 to 20 PLF at 41.19 BC' - From 145 PLF at 41.19 to 145 PLF at 50.92 BC - From 4 PLF at 50;92 to 4 PLf at 52.09 BC - 2475 LB Conc. Load at ,9.73, 40.90 nliS owe PREPAREa FROM CDMPUTtR IRPur (lDAOS . DIHE"SIDRS) SUBMITTED OJ TRUSS HfR. 2 Complete Trusses Required NAILING SCHEDULE: (IOd_box_nal1s) TOP CHORD: 1 ROW @ 12" O.c, BOT CHORD: 1 ROW Ii1 9" o.c. WEBS: 1 ROW @ 4" o.C. , USE EQUAL SPACING BETWEEN ROWS AND IN EACH ROW TO AVOIO SPlITTING. STAGGER NAILS L-~ ~ "- '" '" "- ~ ... ... ... '" ., ~ " 'dlOADING. O..N;T~¡S TRUSS CALCULATED BY TRUSS FABRICATOR"" ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN lIEU OF STRUCTURAL PANELS OR RIGIO CEILING USE PURlINS: TO BRACE All FLAT TC @ 24.00" OC. All BC @ 120.00" OC. WARNING: FURNISH A COpy OF THIS OWG TO THE INSTAllATION CONTRACTOR, SPECIAL CARE HUST BE TAKEN DURING HANDLING. SHIPPING ANa L/240.DO TOTAL LOAO- INSTALlATlO,N OF TRUSSES, SEE "WARNING" NOTE BElOH, W15X4111 W6X6(R) III Wl012'" ~ W15X4 »1 8 USE SIMPSON/ALPINE HANGERS INSTALLED PER MANUFACTURERS' SPECS. SIZED FOR MAGNITUDE AND ANGLE OF TIE-IN lOAD AND SIZEO TO FIT 'CARRYING/TIE - IN MEMBER ,DEPTH' ANDIOR WIDTH. DEFLECTION MEETS l/360.00 LIVE AND 0-9-3 0-9-3 WI5X4W W6X7 (Bl) .. W15X411 W6X12.. K508- WBXlO" 118XlO (R) UI K508æ W6Xl2'" W15X411 116X7 (81) .. 1.;!;~ 1.;!;2 I 5-1\-8 I 10-0-11 I 9-5-5 I 9-5-5 I 10-0-ll I 5'11-8 I I' 50-11.0 Over 2 Supports R-6380 11-5.5" ,~ ., Mplnc~=~"f'.I"" ,~ '" '" <> ..., ~ ", <> ~ I 11-0-6 l' ., ¡:j r" ¡;; '" ~ i <J> Scale -.llS"/Ft. REF R718S-91974 DATE 03/15/01 ORW HDUSRnos 01014010 MO-ENG ISLS SEON . 10227 FROM SS ¡§1 ~ .. (kel10313-Cap1tal Cred1t Union - oddstep4 ) TOP CHORD 2x6 SPF IS50f'1. 5£ BOT CHORD 2xl0 SP 2250f -1.9E WEBS 2x4 SPF #1/IIZ :116, WIZ 2.6 SPF 1650f-1.5£: ¡BEARING BLOCKS: NAIL TYPE::l0d_box_na11s ,BRG X-LOC IIBLOCKS LENGTH/BLK IINAILS/BLK 2 30.30z' 2 17' 36 BEARING BLOCK TO BE SAME SPECIES, SIZE & GRADE AS BOTTOM CHORD. ; REFER TO DRAWING CNBRGBLKI2U FOR ADDITIONAL INFORMATION, I IN LIEU OF STRUCTURAL PANELS OR RIGIO CEILING USE PURLINS: TO BRACE ALL FLAT TC iii Z4.00' OC, ALL Be @ 120.00' OC. . OEFLECTION MEETS L/360,ODLIVE ANO L/240.00 TOTAL LOAD. USE SIMPSON/ALPINE HANGERS INSTALLED PU MANUFACTURERS' SPECS, SIZED FOR MAGNITUDE ANO ANGLE OF TIE-IN LOAD AND SIZED TO FIT CARRYING/TIE-IN MEMBER OEPTH ANO/OR IIIDTH. W6XS.. * WARNING* A R£ACTION EXCE,EOS 20000 LBS.' 117XI0(R) \\\ a 0'9-3 115X5 (AI) a W4Xl4 fA) UI 1/4X12 II -1/4XIZ(R) VI waxa.. 118XI0" wax 14.. THIS oHa PREPARED fROH COIII'UTER INPUT (LOADS & OIMENSIONSI SUOMITTEO 01 lRUl1 MfR. '" ~ '" ~ :: 4 Complete Trusses Required r>< > NAILING SCHEOULE: (10d_box...nalls) TOP CHORD: 1 ROW Iii 12' o.c; , BOT CHORD: 2 ROllS,1iI 4' o.C. (EACH ROW) WEBS :IROII iii 4'o.c. REPEAT NAIUNG AS ÜeH LAYER IS APPLIED. USE EOUAL SPACWG aETIIEEN ROilS AND STAGGER NAILS IN EACH ROW'TO AVOID SPLITTING. IN ADDITION APPLV (I).' I/Z' SalT AT EACH JOINT LOCATION. TRUSSES TO BE SPACED AT 12_0' OC MAXIMUM. ,.. ,.. t:; ." .. >< "' '" '" '" ~ '" '" ~ WARNING: FURNISH A COpy OF TItIS OWG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING. SHIPPING AND INSTALLATION OF TRUSSES. SEE 'WARNING" NOTE BELOII. W6Xl4" r llC§ '" '" ., t'" t'" '" '" ~ Cj ~ to 0-9.3 W4Xl4 m 1/5X7(A!J.'" 'I 0 7 .1 ~10-4-7 .. 2 -1- 3-10-5 3'1D-S, 10-0-11 _L 11-6-6 ~ 1 11-6-8. _I. 10-0-11 _I ,1- -- I., R-570B 11-5_5'" 50-n-0 Over 4 S~pports R-2Z629 11-4_5' R-3I496 W_4.S, PLT TYP. lö .....C;.,..MO63'" 'AVEJ'1'1-95 , Desion Cr;hria: TPICSTD - ,..."",..."'"",..""""'""....""""",.",..",.'""".."""",..,,, """""""""'"""""",..n..."..",_..a'_Pl""""""t,..",,,,,,, '""""",""""""OA"W"""."""""""","""""""""..""a "","",o""""'TI,",""""""""""""""""""""""""""""" """"M. '..",. """ co.., "'" ...." """" "",... "0" "It"', """"""""""""""'IH"""""""""""""""I"",",...""""""" """"'. "'. ...., "IT ,,""......., 'OA AN' """'" "'" "" ""'" '" ,.."" 10 """ '" IOn... " ..",...... .... """ ","'..",. """"'. """,", ,..,..".. "" ..",.." ...'",. "" ..".. ,"".... .." """"'" ,.."',.., " '" I"""'" ""'" "","C..." ...,,"..' .. '" """"", """ AI' ,.." ...",.."" '" "'. "PI.. e...""....r"""""""""'"..'..."mß,""""""'. AI""'""'"",, ,..","'", ""U.'",..... ".."",.......... "" """...""" c".."""" .....,,'OS ... H. "C "" .. .." .."", """'" """"" " "'/I""'" ..""'",,, """.",un ",m '" ruc I"" """"or """ ..",. '" ..""""" AA' "'" "'" """"""""""""""""""1""""""""""""""""""".", """""'.""""a.., "..¡,.;iri.v'~ .,.., SCOTT "'..;;~ ;"':!C=AH \ ~ .,:. ~1.ill ¡{ff~ \~"" "'" ../~;¡ "~~,\'ið¡¡Åt't~~,~~ ',""""..""" ¡§I '" ~ kell0313-C~pftal Credit Un1on - 321l00g1rder TO'P CHORD 2.6 SPF 16S0f-1.5E BOT CHORD 2.¡0 SP 22S0f-1.9E WEBS 2.4 SPF 111/112 :WS ,2.5 SPF 155M-!. 5E: :Lt Wedge 2.4 SPF IIl/#Z:.:Rt Wedge 2><4 SPF 111/#2: ¡'N LIEU' OF RIGID CEILING USE PURLINS: TO BRACE BC @ 120.00' OC TRUSSES TO BE SPACED AT 12.0" OC MAXIMUM. THIS OWG PREPAReD FROH CORPOrE" INPUr (lOADS & PIHEI/SIPRSI SUUHJTrrD Dy'TRUSS Hr., ~_4 Complete Trusses Required ~ ~~ DEFL£CTlO" MEETS L/3511.00 LIVE AND L/240,00 TOTAL LaM>. , IIARNING' A REACTION EXCEEDS ZDOOO L3S.' ~ '.I ÜSE SIMPSON/ALPINE HANGERS INSTALLED PER MANUFACTURERS' SPECS..~ SIZED FOR MAGNITUDE AlID ANGLE OF TIE.IN LOAD AND SIZED TO FIT CARRYING/TIf'IN MEMBER DEPTH AND/OR WIDTH. W7X8(1\) III NAILING SCHEOUI.E: (lOd_bo>t.nolls) TOP CHORD: 1 RO\l @ 12' o..c. BOT CHORD: 2 RO\lS @ 4' o. c, (£ACH ROW) \lEBS : 1 ROW @ 4" O.c, REPEAT NAILING AS EACH LAYER IS APPLIEO- USE EOUAL SPACING BET\lEEN RO\lS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. III AOOfTiON APPLY (I.) 1/2' DOLT AT EACH ,JOINT LOCATION. WSX14 (B6R) ... I "1" 0-9'3 0-9-3 \lBXe'" WI0122 1- 16-5-8 ~-23S3S 11-5. S" ...... ...!-. ,--I R-t3S3~S. S' '32-11'0 Over 2 Supports PLI TYP. WAVLln.., Design Criteria: TJ:.!.{;¡]'O ....""',..."""""""'",.."","',.""".."....""",...,,,,.....,.. """""-""""""""""""""""'."""""""""""'" "",.. """". """".", """. ""'n""""""""" ~ ,.....u",......."" '""""'.1""""""1.1."""""""""" "'" ""'" us'" POO""" """'. "'" "",,"'- 1""""""'""""""""""""""""". "".r,..",.." ".,"...."""",.."'"", ,.. 0[","""""""""'" 'Of "'LURE" """"""""""""""""""""".""",,"-""""."""""'" ALPI"E ..'S"'. ""","""""""""""""""""""""'"1""""""" ., " '" ,""""", '"' "'"""""',,,"',,""""""'" ",. """ ~ --- """".. ..,.... " zoo, .". RE"..." ",,- ,,"'. """.. "",. "'" """"'" " ."" "" " ""....,..""..,..""""'"""""",,,,. """" """"""" "AN",,""-', """"'IH"""""""":A'CSAt""""""""""'L""""'," AIPincEn8inwod. PnxIuels,lnc, "so""""" """ roo .., "un 'Oft""" """ "",. '" """'Lln ..~ uS[ .. '"" . .""",Ci~....o.,'" ::::::;¡~T,~::,:':,:::::";'.^""IL"""'",",""""'\ln""',""""",.,,...."R '--- C> ~ ~ :? ~ ". ~ " .. ... '" ~ .... g>, o. C> ¡: ¡;j "l"" l"" OJ '" ~ d '" ~ '" 04/26/01 09:47 FAX 1geLLER JRUCTURe5 ÐESIGNI.U~Ð GENERAt CONTRACTOR WE DESIGN WE BUILD 0 COMMERCIAL 0 INDUSTRIAL 0 RETAIL 0 MANUFACTURING 0 WAREHOUSING 0 EDUCATIONAL 0 PROFESSIONAL 0 OFFICE 0 REFRIGERATED 0 RECREATIONAL 0 METAL REROOF WE BUILD BETTER BECAUSE WE OWN THE COMPANY BEFORE YOU BUY THE LAND BEFORE YOU DEVELOP THE PLANS DISCOVER THE DIFFERENCE EMPLOYEE OWNERSHIP MAKES 141001 II' Keller Structures, Inc. I N 216 State Road 55, P_O- Box 620 Kaukauna, WI 54130-0620 http:/fwww.kellers!ructures_com FAX TPANSMITTAL DATE: 4{zooID! TO: ÜII ~(,) Dt:lrJü ¡~ OFF FAX NO: 9'ZD - 2:500 -506<\ I COMPANY: FROM: ~T~')~ \(~Stú-] Fax # (920) 766-0499 Number of pages transmitted (including this page): ? Comments: Au.....,!.} - (to..,) Q IPSPo~ -\0 "10';1< Gh) \?<=>j l °o.>e:> 0\1 G.,~ ""-n!\c,HI'I\':;l-'r TD <S1'-'P v.>Al-L. ~ I I I I If you have any problems with this transmission, please call me at (920) 766-5795. Thankyou! II The document(s) accompanying this fax may CQntaln eonffriential informahen which is legeffy privileged The information is intended only forthe use of the intended recipient named above. I(you are not the intended reapient, you ere herebynotfiiedthatanydisclosure copying, distribution, or the taking 0 any actions in reliance on the conlent of/his tefeeopiedinforma/ion, except in Its direct delivery to/he intended reclpie¡¡t named above is strictly prohibited.