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Home My WebLink AboutPermit Correspondence 2007-9-10 ~jllliJISfll Jif{-<-".'-<' ~. ~ aUllDiriG co. Transmittal Cover Sheet Detailed, Grouped by Each Transmittal Number 5258 Armed Forces Reserve Center Complex-II 3110 Pierce Parkway Springfield, Oregon 97477 Project # 5258 Tel: (541)736-5843 Fax: (541)736-7716 Date: 9/10/2007 Reference Number: 0337 Transmitted To Robert Castile City of Springfield 225 Fifth Street Springfield, Oregon 97477 Tel: (541)726-3666 Fax: (541)726-3676 D Acknowledgement Required Transmitted By James Thomas Wildish Building Co. 3110 Pierce Parkway Springfield, Oregon 97477 Tel: (541)736-5843 Fax: (541)736-7716 Package Transmitted For Information, As Requested Delivered Via Hand Tracking Number Item # 001 Qty Item 1.00 Reference Description Set of structural field ""." Questions through 95 Notes Status Cc: Company Name Contact Name Copies Notes Remarks Attached are all the answered structural field questions to date. I will put you on the E-mailing roster for future responses. Please call me if you need anything else. 1-/~1J 7 Signature Signed Date JL T _Projects Page 1 II' ~rImlSflr ~ ~ BUILDING CO. . ._- ~ 5258 Armed Forces Reserve Center Complex-II 3110 Pierce Parkway Springfield, Oregon 97477 ~~]._....i'lllll~, ...... Transmitted To Mark Danielson Barrentine Bates Lee, AlA 200 North State Street Lake Oswego, Oregon 97304 Tel: (503)607-0494 Fax: (503)635-3581 o Acknowledgement Required Package Transmitted For Comments Item # 001 Qty 1 Item Request For Information Reference Number: 041 - Date Created: 6/11/2007 Cc: Company Name Transmittal Cover Sheet .. ...... ,., ""'" I, ., .,., ,L ". I.. JII".1II111', ~II I I I I_II __I..IJ.:'l2._.lf_ Detailed, Grouped by Each Transmittal Number Project # 5258 Tel: (541)736-5843 Fax: (541)736-7716 _ .... _._.Ii!!i!iLL.~ Tf'ansiTlittedBy James Thomas Wildish Building Co. 3110 Pierce Parkway Springfield, Oregon 97477 Tel: (541)736-5843 Fax: (541)736-7716 Delivered Via Electronic Mail Description Structural Foundation Questions .r.lt:,l~'DI~ Tracking Number Notes Status Required: 6/18/2007 ; Answered: Contact Name Copies Notes Remarks Please respond to this RFI as soon as possible. ;1~~ Signature Printed on: 6/11/2007 JL T _Projects Prolog Malfager G -/1.07 Signed Date Page 1 , kW1lMDlSHI ~ BUILDING CO. - , Request for Information 041 Detailed, RFls Grouped by RFI Number 5258 Armed Forces Reserve Center Complex-II 3110 Pierce Parkway Springfield, Oregon 97477 I~~L ..',..,.i.,..~ Answer Company Project # 5258 Tel: (541)736-5843 Fax: (541)736-7716 Answered By ......!l'l!L.-t...-&L..., AuthorCornpany Wild ish Building Co. P.O. Box 7428 Eugene, Oregon 97401 Author RFI Number ......-r.'m~Aor..~.:fnfBm iIII Authored By Tony Dean Co-Respondent Subject Structural Foundation Questions Discipline Category Cc: Company Name Contact Name Copies Notes Question Date Required: 6/18/2007 1. Reference S-1 01 A The plan shows a east-west dimension of 8'-9 1/8" above the elevator pit. Please clarify what this dimension corresponds to. The step near the elevator pit for the footing indicates a 2'-6" elevation difference. Can we make this one step @ 2'6"? 2. Reference Detail 3, S-503. We would prefer to install the vault walls using epoxy dowels installed at a thickened slab area as sketched (attached). This would allow placement of Tilt Wall panels in this area. Would this revision be acceptable? 3. Detail 15/S502, Same question as above. 4. We suggest using a feature strip for the tilt wall panels as shown below. The panels have a 3/4" gap at the panel joints. Acceptable? Suggestion j/y ~ ' 't:;z::: % 3/'1 CNllrn;~:fI' Date Answered: Answer Prolog Manager Printed on: 6/11/2007 JL T _Projects Page 1 I.fl 0 f" bc.<::) , '1-b . ~" r ~o ~ 1Y · P. 5-501, f' -i~ 4 ~. 5 ';J< 5-501 '.J J s W PIT <9 . ",/ 7' -~ · "" L~--10 r ~ . L -- --10 - TOP 0' SLAB BEVOND ~~ -fit. 96u41c!j'-BIf l.~lS4lfJrvrl' _0" ~ I (:n ~'''_ 5" ~kADEb STU~S tJ till I).e. (~LV.) LOCATE AT ,,"-I)" o.c. __ 1'4 @ 121" c.c. wI (2) AT TOP or WALL c _ TPP OCJ~ [L. Rtr.-PI.AN r __ ~4 DOWELS @ 12<> c.e. f""Ilo rt5lDT ~!:1.1..l 11 :..-1 ~ : F ~ ' IIt;l ~:?!t MATC~ Ir......I[_. .f-....u.' :....... ~ :: :~::. ' I~l ' .,j;l! t . / , eACH. WAY, /-_........ ..... ....-~,;:..~......~..r.rll...~.: .E..,-..,.~J...,..'......... ....../ '...' ~"..... 'H"~;..3 .....~. ~ to \0 ~~~ J~5t:l~e~ . : j:3 '" ~,~ ~~ 1'; \/r-"~ ~ ~EOUIItEMENTS (14 * $" O.!l. '_ E'ACH WAY AND STAGGItRED IN FACH FACE ~f.t @ (3) ilS CONT. "'- o t f .' "1' SIEdtrn~QN AT VAULT "'0'''1", "",-"'. ',,;"'._" 1"=1'-Q"{ i ! ! S'5"O~> I f ! (}4 II 8'-0" 11) a" o.c. TOP CEN'TER ON BEAM ~ .1 .... t .........-... . "- III 1-.. ... "r ...::: :L:' ~.--. ... . -- -..... ~ I:. .tr. "-.. -14 II [)@7"o.c. ~~~-,,",,)ru I ~ ,,,..-: " ....... -/ CONe. BEAM 'III (4) CUt. ., --..... ~9 CONT. BOTTOM AND lYP '"'-4" 4) jB CONT. TOP OTl'OM BARS TO DRILL AND EPOXY 5" INTO VAUL 1 WALL lOP $ARS TO HOOIC (TURN HOOKS HORIZ.) ,..-..... ~nI\.Of" DIe lUUJ A ii A OA\JjQ \.1 h I DB T fli ~ ~ (1) ~ o ~ ""Q J~ ~. .< ~.. ~ i o ~ ~; = ~ ~, ~ ..,.'''~~'--,...,... r '" . ,......"__"..h<.. ....<....,............ ..... ' i DMWN. WLM I ; ClmCm:BD: Dr : PLmJUCTNo: 203323.10 ; DA'rn: OIi.08.07j . .. ~"'~..~~ "..,.... ,..i:I:Iqlo SHEET Saa503 ~ 'i 1 : ;j '~ I i i ! ! i i i Ii Ii il U II 1i I I ,;' i II i I<c;\Hif:- ~ J jV1 'Ie ~~o3 A.{ ((((VhS tr~ OtI"''''Ot '" I , :/- 3....V ~ . . , I I ~1 u SLAll O~ADE SIDEWA~~ ~ ~ ~:~~ : .:. I.A .... _. C REF. PLAN .. D ~-! ~ =~. ;::I~~ '1 4"' -.. I.D , ,. r. V.LllI""....~,;- ~.ij~ lor.,. t.\ f.. \_--~-- -; Jj. - . . ;r-'- . i J TOP OF FOOlING,!",\ BEVOND H '!j _ t , } ---- ~4 C @ 16'" 0,0. --....... (3) 114 COUTo "-4" @ $ECTION AT ENTRY POST ,( ~- j ~:. FACE OF CONe. .;;- REF'. PLAN ~ REF. 5/S"'501 f'OR ADD'L.. INfO. ~ " ' fl4 lC 3'_0" DOWEI.S 10 X'-X" O.c. ONE SIDE or WALL DRILl. AND ;EPOXY 4" INTO WALL I Ar ~_. @ ~?o?TING AT INTERIOR TILT-UP PANEL. Q S5'01,., r e"'s+Wes+J.;"".,,~ e\ev. p.t- e"l'~c\ \ ;" "6'-qJ...."-;-iPhene. \s -t\\e cO.::'.~- d.\'Me.V\.SIC~ rtA.\\e.v\ F('o.""-~ O~ wes+ ~\Je..~ C( \ 'So /- f~o-r"'5 -:,{.er ~'" +~<s O,\r~ . \ ~ ? '-t, (r .& I\~l-~ +0 de-1-. @Y S~SD\ - 01< .to 90 2'-&,( Ve.V'"-\-~'-o..\ I~ \ S+er? '5-\0\1:\ - GJ @ S-5C>3 -.. LQ(/~ Lue ~Q.Ve. 4 +(;\C~e{r\eo\ s tQb Jc:-' I IfJ f era i<' I eJ. do c.u e Is (If eV" 1.) 1", \ ~ e", 0 r- --I---i.', c,~ I+ tlJoc...\J, be. eC<.s~ey'" toY" cQ.d;~<> -+~ \t~ ru \.\.e.\.:, _ (J S-562- r- CCtk uJE.- '^ e.x- e... Ct -s \;J e \ \ I kMC- ~ ~'lJeh<?d s~~ca0 Je{4~ t..D I e 1M. ~ e~ - (,J e..\ J.. r \ o:~-e COl."", H t:o 111 ~ . ,T-c ~ - I. - - \ J - <) .. ~/I"__---- ~l~' - . -" .. ~~ -v:;-f' _, - l.....} ~ ~.'-' '\ fl 6.. "/ ':'::"u.. I, ,c:. (j, J, U 'f .. !!\C>..I' \<. - .1 ~ee 4\,H€. -kS CI. ~" q C( P btwl'\. +; \-1- (h~e \.s. . Lc..~ we. u~e. %-,~ ~r Q.\ \ o--t\,.~y ettenor . I . \ \ ( 3 II &'m.-tVI'e.- s.r'f.s c<S we . ;:-& " 31t/ (c:'~t(~ ~ec , ._~ ....- ~-._-_._..._.-..----_._......... ~{mJ.SJ;lj. ~. - aUILDiNG co. ".,,~.J_I ,. n' .J .M. ,...,J.J:.. Po!l~ Request for Information 042 , Detailed, RFls Grouped by RFI Number 5258 Armed Forces Reserve Center Complex-II 3110 Pierce Parkway Springfield, Oregon 97477 Project # 5258 Tel: (541)736-5843 Fax: (541)736-7716 1.~illI:aiim" I!l. I ti'_\__ ..J:.~ , ..;;r..it~ Answer Company KPFF Consulting Engineers 111 S.W. Fifth Avenue, Suite 2500 Portland, Oregon 97204-3628 Co-Respondent Answered By Nick Saari ,i!!O'\I!!I , " 1J',JlIt It. J; ...It!. "'_~..".. AlJtt'lorc;ompany Wild ish Building Co, P.O. Box 7428 Eugene, Oregon 97401 Author RFI Number ,~ Authored By Tony Dean Subject Base Plate near Elevator Discipline Category Cc: Company Name Contact Name Copies Notes Question Reference Detail 7/5503; 5101A; Detail 1/5601 Column/baseplate near west elevator pit. S503 indicates 4" from C-Iine to the edge of the column base. S 101 A indicates 5" from "C" line to the inside face of the elevator pit wall. Date Required: 6/28/2007 However, the base plate for this column (W12x40) is 14"x18" making the edge of the base plate 7" from the center of the column and "C" line (Detail 1 and 2/S601). The base plate will protrude into the elevator pit by at least 2". Please clarify/revise the appropriate details Suggestion Answer Date Answered: 6/21/2007 There is actually a different base plate size for this particular column indicated on detail 7/S-503, section A-A. There is a note that I (Nick) added to the base plate schedule detail 2/S-601, note 6, that indicates specific details should take precedence over the typical scheduled base plate. An columns that occur next to a concrete wall will need to have a different base plate configuration to avoid conflict with the wall, and I have indicated the base plate size for these in the specific details. The columns that have base plates not confirming to the scheduled sizes occur only at details 10/5-501 and 7/5-503, Note from Nick Saari June 27,2007: 5" is correct. The base plate for this column is per 7/S-503, view A-A. Prolog Manager Printed on: 6/27/2007 JLT_Projects Page 1 .I IJI!!!!'I ~ ~ '- Request for Information 042 .,,,,_~,"'I....., - ..,_a_.__._IIII....Ii-...~ .. 1."~IiI_.."iiIiiiiiiiI Detailed, RFls Grouped by RFI Number 5258 Anned Forces Reserve Center Complex.,J 3110 Pierce Parkway SprinQfield, Orej:Jon 97477 Project # 5258 Tel: (541)736-5843 Fax: (541)736-7716 1iJP'!W11'l~~' =:"~ ~fl.M'~:;' .' - - "".,.""'~...~~"- .~-' ..J;~_~_I/l'mamq:DMiIllioiIW~.iI1~..aDlOiIl ':.' .~Ji:;:"1.~~1.~~~;\)2S.:,:;,:< .:~'\:!:/':;';;'.,!:::>?:{\.:;:~;,<;~;IY::~,:',. Wildish Building Co. Tony Dean P,O. Box 7428 Eugene, Oregon 97401 "~pOhdent . ~;<<'''_.,;".,::.. : ,~,. Base Plate near Elevator '.. . \',. ,~pf(M '.,~, Cc~ '.' ,Co..-pa,.y,N.rne, .' .' < ,"~:~1Hame_"'~:~"";~" . ,Q.-.cm', '>.:' . . Reference Detail7/S503: S101A; Deta1l1/S601 Column/baseplate near west elevator pit. S503 indicates 4" from C-Iine to the edge of the column base. S101A indicates 5" from "C" line to the inside face of the elevator pit wall. " :::"'::~~t'''''7 However, the base plate for this column (W12x40) is 14"x18" making the edge of the base plate 7" from the center of the column and "C"line (Detail 1 and 2/5601). The base plate will protrude into the elevator pit by at least 2". Please c1arify/revise the appro.... ;",~~ details ~. ~::, . DateAMwered: S \l lS (of'Zt2ec.T. PLA'I t:.. pO ~ TV( l .s p t;:y( 7/ S-S05> VIEfA) A-A. 1S THtS 1S~SE:. CaLL> VV\ f\.> NlcL( <;: AAl2.{ K 'P FF. 6 (2 '7 (t> 7 Prolog Manager Printed on: 612112007 JL T_projects Page 1 ._.'.-'"_.__.0'--__..__...__..__._... . .. ........ ._..... ._...._~~..,.._.. ___'_00.'''' ,., _"_.n .. ~WimDlSnl ~~~"+t&:it"~..l ~..."'S""<:~~~ ...:.':DIN.G ~~. ..J Request for Information 044 Detailed, RFls Grouped by RFI Number 5258 Armed Forces Reserve Center Complex-II 3110 Pierce Parkway Springfield, Oregon 97477 Project # 5258 Tel: (541)736-5843 Fax: (541)736-7716 13O:.o~~~~~~~~~~1I1.1''''II.II.. .l~iI'~ l!!iJ~_:: IL,--"",i".:1----.~-".... ~ ." 1", ~, ~~-~....~"!ll:!lI.~eit~.*Dr:roRl!l:jlm.v.rD1'ir~ i, nrrnml I. n nil ."._____.___ AllswerCornpahy KPFF Consulting Engineers 111 S. W, Fifth Avenue, Suite 2500 Portland, Oregon 97204-3628 Co-Respondent Answered By Andi Camp Autho..Co@jany Wildish Building Co, P,O. Box 7428 Eugene, Oregon 97401 Author RFI Number Authpred By Tony Dean Subject Tiltup Panel Chord Bar Dimensions Cc: Company Name Discipline Category Contact Name Copies Notes Question Reference Drawing S502. Please clarify the spacing between the top chord bars (4"?) as well as the dimension between the two pairs of chord bars mid panel (4" between all four bars?), Date Required: 6/28/2007 Suggestion Answer Detail 5/5502 has been clarified, reference Revised Drawings to be issued 6/27/07. Date Answered: 6/27/2007 Prolog Manager Printed on: 7/2/2007 JL T _Projects Page 1 r) . Request for Information 044 ",.- ~l,.\ ''-,,'' Detailed. RFls Grouped by RFI Number 5258 Armed f,w.w..... Fl..."".:.. Ie Co., ~,CompJex-l1 Project.. 5258 . 3110 Pierce Parkway Tel: {541)736-5843 Fax: (541)736-n16 SprinQlield. Oregon 974n JIi:~;jl.r.MWeb~__~if~I!t;~~_"iI;iii.:~f,lii,~~.~';"~~~~<iA;'\;~ii:i.~MIfij..!.liIT4 ~~~~~." . . .....:i~Y,-;".~'ijt'.,:/:::/;>~; '~~_:'::'<:<':~>>'!'\':>: .,\~_, ". WiJdish Building Co. Tony Dean P.O. Box 7428 Eugene. Oregon 97401 AUtbOt~r~1W . ~., . SubjeCt Tlltup Panel Chord Bar Dimensions Cc: ' Comp;lny.Na.. ,DleCiP.tlne Cat8gOry . ~Nam8 . ~:--. QueIItion Reference Drawing S502. Please clarify the spacing between the top chord bars (4"?) as well as the dimension between the two pairs of chord bars mid panel (4"batween all four bars?). D=tlD.~.~ S~n ~ Data-ArinenKl: DErAlL Rb\l\SeD 3/65c2 \\A5 \)W~S L \b '~~&~ CLAA-\FleD ~e.'R-e...lq;; ,) "B6. \'SS ()e"D b/2-7/0f. ; -"':C) ,,/ ~I ~ /~rJ- b/21-/o7 Prolog /IIanager Printed on: 612112007 JLT_Projects Page 1 2'-0. -T't-'.':' J , - -+-s I TRIM BfIRS.. _ .......-..",. ~t' ~'I.....; . ',f.'.. :;.- :~, I"J~::-l~ ',' l:~) !;. .~?~.. GROuT POCKET mElt ANGLE SPUC[ HAS BEEN WELDED ( 'TO 3'-0"1' w...}.Ji 13 . 8" o.c.----/. BARS IN ...., ; ON A~", "'4-; ~ =~.~:5/S-501 FOIt . ADD'L INFO. t-,- -, A -- -:L--- ~ : "-0. . , '-1)" ,.' ,'-a" ........ .L........ .L:.:L' 0'.. ~;,. 1/S-S01 rolt UNDER SLAB R[OyIREMENlS ~. /' ( =rl-'."" , '-. ,. " ( , , ", - '''j' , ~ ~._' r V-L \.. A A .- J:-- ~. .i' '" Jk.. PANEL .x)INT __ SPUCE ANGLE '" ,'-a. LONG 1 ~:s.3lf.l AT "0 BAR t.IiI~ Al ,t 8M 2.~ AT '7 BAR I l.... :::: \ ,liT=:'; - '---PI.A91K: SLELVES OVER CHDRD BMS FOR ~ LENGTH or PMEL. AT EACH END. TYP. '" , , .tt, -.1 . ,. I ;/ SEPARATE - - '... CORNER lARS~r 0P'Tl0NAl. "',cIil \r ,UIL T-UP PILASTER o TYPICAL CHORD TIE DETAIL ~ So "'L..- 1"=1'00" ~ AlCWE DETAILS APPLY N 801M HORIZONTAL ANI) YERlICAl. DIRECTIONS. . CD ~~L~ DETAILS-SI CORN 1'1'1',) J, '. / lILT-UP PANEL .UP TO 2'-0" 1 'f t ~,.'~ ) '-- - BASE Pl REr. BASE PL .1 I: ~~lmDlSH! ~ BUILDING CO. ~ng\<:)1 ~ Request for Information 047 oo1i...; Detailed, RFls Grouped by RFI Number 5258 Armed Forces Reserve Center Complex-II 3110 Pierce Parkway Springfield, Oregon 97477 Project # 5258 Tel: (541)736-5843 Fax: (541)736-7716 .~J1~II"io~,IIIIIII.I ..".01 11111 I ,'," .r _', ",' _" ,III I, I _',,_,,_, ._~_'"',_.' .,.,...,.".. ," I 1:'1' I _ 6., I ...~ ~-.l.r.;M~11 ~ - - ------------ - ____' -_._~-~~ ===:--:- -~- - ~~i:nf-~t:~?-~- y~::____:_-.~l_ '7'"~rtli:'..'~..",a;.t:I(:.i.iiiiii"'J,,qllj'.cVJ"1(IiI . ..Anslftiel"..Company KPFF Consulting Engineers 111 S.W. Fifth Avenue, Suite 2500 Portland, Oregon 97204-3628 . ,--- Answered By Nick Saari -AuthorCompany--- Wild ish Building Co. P.O. Box 7428 Eugene, Oregon 97401 Author RFI Number __.-.c-Authored.B}F.'--~~-- . Tony Dean Co-Respondent Subject Columns vs Wall panel Cc: Company Name Discipline Category Contact Name Copies .. Notes Question Reference S-1 01 C and detail 1 0/S-501. Date Required: 6/29/2007 At grid 22/C, the distance from the inside face of the wall panel to the centerline of the column is 6". The width of 1/2 of the flange is about 6.1". Detai13/A303 shows a gap (1"?) beteen the column flange and the wall. It appears there is not enough room for the column to set as shown. Please clarify the relationship of the column and wall at this location. Suggestion Answer Revise dimension to 7". Date Answered: 6/27/2007 Prolog Manager Printed on: 6/27/2007 JL T _Projects Page 1 I ~'" @ ,-; '" - I,\; Q I ... N .- G9 7' -0- '," .~ II' ~CL o COl>> ~ ;,.. 1 ... j..... i , , '" ~C) f"l'!'I ,i _..{ ....-'(0 -'''!''C!l~'~''"'''''L_,f " " '~q ./ .g~L.."..". J":~:. "" THICKENED SUB.. .." ; BELOW STAIR STRINGER 'REF'. 8/5-502 / .; , '1" ".~~.~ '''I'I''!'!,,::! ~"'_ _. _ie' :,'l':!ll:'_'.:~ '_. ;'... ...~10lIl."",'~ ,~ "'. ;I!,I, L ! S-I QU- iR .AS \rc~1 :ING 'S. ii: :!J . Ul " ... -' " 8 tiOlE& REF'. DETAILS 41S-501 AND 8/S-501 FOR AbOITlONAL INf'ORMAnON - 1" PL wI (4) .J+"'x9M EMeED ANCHOR RODS REF'. I IS-60 1 FOR ADO'L. INFORMATION , , . o .I ... -~ (: 8 'SECTION A-~ - CI. COl.. AND COL. FOOTING Q YREr. PlAN .,' , 2 II I . (6 c..)On"'" ~ ---" wOt2.1<- ) Ir y r~ " ~ BOTH SIDES OF WALL AT SIM. REF. 15/5-502 . Ar- IA WF' COLUMN REF. PLAN nLT -UP -....... WAlL PANEL " REF. PLAN rop OF FTa. . ELEV. REf". PLAN -t, 'I" I, -FILL wI CONCRETE '... -... 41 ',,- :~: ~.. SlAEI ON GRJilJEJ I . " REF. PLAN .. , REF'. I IS-50 1 FOR UNOER SLAB REQUIREMENTS II II II II ff II " " " II d.b d.b l'l " ..~: :':: ':"C , j ~. FoonNa~ REF. PlAN AND SCHED. ~ IA I!!....... ,-- - REF. 8/5-501 FOR UNDER FoanNG _,_ --.-....-...... '. ~ BASE PL REF'. BASE PL SCHEOULE 2/5-601 ~ ell Z(J) .15~ f1f2~ lri~ o:~ I ~t!I a~ ::)~ - -I: 0 ' g~ 9~ 1 HSS COLUMN_ REF. PLAN I I ,- ~~~WR~~~- I CL OF COLUMN AND FQOnNG SfCTION 8=.fj SLAB ON ar.eAOl?: REF. r~LJI,N -:.I L;w ~ aUILDING co, g6~1 Request for Information 048 Detailed, RFls Grouped by RFI Number 5258 Armed Forces Reserve Center Complex-II 3110 Pierce Parkway Springfield, Oregon 97477 Project # 5258 Tel: (541)736-5843 Fax: (541)736-7716 R-FI#: 048 . -.'-.'. .---- n ,-.-~ ,- ,-----:'. -, ---, ,_. ,m_--: -.- :-DiifeCreateic:(--:'SI i Answer Company KPFF Consulting Engineers 111 SW. Fifth Avenue, Suite 2500 Portland, Oregon 97204-3628 Co-Respondent Answered By Nick Saari Author Cornpany Wildish Building Co. P,O. Box 7428 Eugene, Oregon 97401 Author RFI Number Authored By Tony Dean Subject Washer Plate Discipline Category Cc: Company Name Contact Name Copies Notes Question Reference Drawing S-303 Date Required: 6/29/2007 Please clarify the PL 1/2" 3xO'-3" washer plate. Is that 3"x3", or are all four bolts connected by one plate? Suggestion Answer Date Answered: 6/27/2007 Each bolt to have a 1/2" x 3" x 3" washer. Alternatively, a single plate connecting all bolts may be used. Prolog Manager Printed on: 6/27/2007 JL T _Projects Page 1 ." !II! Request for Information 048 Detailed, RFls Grouped by RFI Number 5258 Anned Forces Reserve Center Complex-ll Project # 5258 3110 Pierce Parkway Tel: (541)736-5843 Fax: (541)736-7716 Springfield. OrEl!:lon 97477 RFI If 048 Date Created' 6/22/2007 ~~',~,';',"::'-<"""':" <./'::.:t~:,::;~'~~:'r!1~~~~5;:r~"::'<~~~.-\:";'::>,:';:: '.'__~~~;~r~~']~'<;"~?'~?(:.::C~~~Nf.~tJ'~~;~~~W,1lt:~:;:';~:::~:., ,~ Wildish Building Co. P.O. Box 7428 Eugene, Oregon 97401 A~*,;.um_-' Tony Dean ;SUb!tct Washer Plate DftIcfptI,", ."~ '. Cc: COJIJpanyN""e ..,...~'...M. " ~.J~,_ ~cn Reference Drawing 5-303 Please clarify the PL 1/2" 3xO'-3" washer plate. Is that 3"x3", or are all four bolts connected by one plate? ~ -~;'8~: .eI2tJ2IKf1 Anew., ..oatta.,~: fALL-; ); L \t ~ S \I x.5 tf A 5/~,LE (S OL-l~ fV\~ 'f '[SOLT -r0 HAvE ,A WAS VI E.r<.. J A "1..-1"' C-1t N ATEt--y JIt-L to c.. ATE CoN /VC= c. TL M g & v$' Er:> . ~/C-I? SA,4~1 IC//'"r: 6/2 7/67 Prolog Manager Printed on: 612212007 JL T _Projects Page 1 '--""" " '~ ~I~ S) 1 5/16V 14 ~ I ~ "- 1'1' I!! /I'~.~~ ~I ~ -\ \- u / ~~ ~ 9I:ir ,--' o ~.,.,,'-,..,.., HSS BRACED FRAME DETAIL 1"=1'.0" ..-- _.,""-.-'.-~""-'--.'_"'.,.:':~'.;-:---'~:.-' ~ '" 1+ ~ /1+ 1- -, CL OF BRACE H$S BRACE REF. ElEVATION 'HAND TIGHTENED ERECTION BOLTS AS REQUIREO , ~ U GUSSET PL (50 KSI) ,PROVIDE I" PRE-MOLDED JOINT FlLLER EACH SIDE OF GUSSET PL AT SLAB. L FASTEN TO PL wi I , L.V.F. 's IN FABRICATION SHOP , 1Ji" NON-SHRINK GROUT -(20) '''llI F1554 :~r~ ~ WA~ER PL JiXJlIO' -3" ! ~ --d ~> O~ ~ ~ o ~ U~ ~ ~ ~ ~::: ~I' " ~,'''''',,'"' '--,.~.- DRAWN: WLM ClmaaID:' UP nP~.mcrNo: 203323.10 nom: 06.mW7 - SHBET- ,'.....', 8-303 Ro~~l? ( ~ BUILDING CO. - Request for Information 049 Detailed, RFls Grouped by RFI Number 5258 Armed Forces Reserve Center Complex-II 3110 Pierce Parkway Springfield, Oregon 97477 Project # 5258 Tel: (541)736-5843 Fax: (541)736-7716 Answer Company KPFF Consulting Engineers 111 S.w. Fifth Avenue, Suite 2500 Portland, Oregon 97204-3628 Co-Respondent Answered By Nick Saari .. , .... , '" "'" ".., .aJltjlmoY"tlltbJm:MII:W....1Jflilii. Author Company Authored By Wildish Building Co. Tony Dean P.O. Box 7428 Eugene, Oregon 97401 Author RFI Number Subject Gravity Column Baseplates Discipline Category Cc: Company Name Contact Name Copies Notes Question Reference detail 2/S601. Date Required: 6/29/2007 For gravity columns, can epoxy anchors be used. Suggest Hilti HY-150, using the manufacturers recommendation for penetration. Suggestion Answer Date Answered: 6/27/2007 Use 3/4" diameter x 8" embed epoxy anchors. Do not erect coOlumns until epoxy is fully cured. Prolog Manager Printed on: 6/27/2007 JL T _Projects Page 1 "" .' Request for Information 049 I III 1IIII"hl,II,i"..'i.1 11.'il" ,1.IIiIIli,ill.' 111111111 Detailed, RFls Grouped by RFI Number 5258 Armed Forces Reserve Center Complex-ll Project # 5258 3110 Pierce Parkway Tel: (541)736-5843 Fax: (541)738-7716 Sorinpfleld! Orepon 97477 RFI tt 049 Date Created 6/22/2007 ,~_~,:;,.,,; .',,' .,.,;(:~::?FiifAfl....".iJ.;!(:t~;':;,~~K:~r;~~::?".}!/;~:r,'i:':'j,'~~!;"'lfl:t':;::';::; ,,' Wildish Building Co, P.O. Box 7428 Eugene, Oregon 97401 Tony Dean !c~," " ',', "Autt.'Oi;..~~bjjf: '. ......: SUbject '.., ' Gravity Column Baseplates Co: "Compa~-.' ",DIHt"lne' ' .,'.~., , ,,::<;~;Nallll' ~\'."" ,:'.' ..", ,'~~, Reference detail 21S601 . .,",,':::_R~~;".aOO7 For gravity columns, can epoxy anchors be used. Suggest Hilti HY-150, using the manufacturers recommendation for penetration. . SUlitfttlOn .tMwer:: ',' ~Anawered: USE 'J(Lt tl pX B '-( [ -?/l1(S Eo' C-?~tt'1 (lAJCl.iDeS , ~o p..:; 0 T r;.. /<. t.= c.. T c o/.,.. c....> (VI ~~ ClNrlL E ~o;<:r I> pc; LL 1 C vlZt:=D. IVl ( l( C;;AAY2/ kfFh 6/2-7/07 Prolog Manager Printed on: 6/22/2007 JL T _Projects Page 1 'Y,sv 'TED l]] 11 ___WF BEAMS "..,- REF. PLAN ~ CeL or BrAU ~~ STIFFENER PL - I 5" 1(3) ~ / \SIDES G~AIED Lill 11 ....;:--::F.B~~~ =.,{CL OF BEAM '1 ~ }fl~ STIFFENER PL ~i ~'Il\V )Ixwl . . ., \M TO BEAM CL OF' BEAM, "... "- AND COLUMN . }4 / ~~lJ~' :I,: ~.}... ' l\ (lVP, U) .," \:' ~J ". l "i . " .""",, "t"c",.,.:" '. "~l._:a...' ,.,. ! ...-- 1"" NOl.l1INAL ".-- NON-SHRINK GROUT J- ~: ~ . LEVELING NUT ANCHOR ROD REF. SCHEDULE TYP. GRAVITY COLUMN BASE PLATE CD 1I .. ..~. "- _ .. . . n_. _~ '. ..._... TYP. GRAVITY COLUMN BASE PLATE SCHEDULE N(IN.) ',.. B~'~oJ.).1 T(IN.) L' X(IN.) ~'.. :J..' .___~ lIS 14 ~ 1}1 1".._ lB 14 ," :::; :: + -~: : :: HSS5.000lCD.250 1 0 ~~. A ~J ,_10: ~ lJa HSS4114Wf. II'f~:ERlr- ..6 h ~ 1}i ." I HSSSlISlC1:a CORNE~) 6 " ,,, 1"=1'.0" COLUI.1N SIZE ANCHO~ HUUS lNU.~ 0W4E.IEP (4) ~"" II 9" (4) ~"f.&ll 9" (4) ~"" 1I 9~ (4) :J4"1' 1I 9" (4) ~"fl 1I 9" (2) ~"f1 . 9" (2) ~"e . 9" Wl2u40 .. W12lC45 MQ1ES: 1. ANCHOR RODS SHALL BE HEADED MOTM F'1554 CRADE 36 U.N,O, 2. ANCHOR ROD HOLE DIAMETERS (db) SHALL BE AS FOLLOWS: cia ~ 1" : D1 OIl c:b 't l);." ," cil ~ 28 : Q, ... & -t ~.. cia ~ 2" : m. .. c:b 't '" 3. PROVIDE U1LL FlNISH AT BOTTOM OF COLUMN AND TOP OF' BASE PL. 4. ACCEPTABLE TO SLOT HOLES RADlAUY TO ALLOW F'OR CONSTRUCTION TOLERANCE. 5. ACCEPTABLE TO USE ."4.".1(9" EXPANSION ANCHORS AT CONTRACTOR'S OPTION. (AT F'OOTINGS ONLY, NOT AT STEM WALLS OR PUNTHS) 6. SPECIFIC DETAILS lAKE PRECEDENCE OVER COLUMN SCHEDULE, WHERE PROVIDED 7. REF'. DETAIL '/S-601 FOR TVP. BASE PLATE AND ANCHOR ROD DETAIL. o TYP.GRAVITY COL. BASE PL SCHED. s - ~03 ~ ~. I ~I aK ~I i. M ~ U o ~ r.IJ fI) (:::: tt 0'\ ~ ~ ~ ~ ~ PD~07 ~ BUILDING CO. IIIJ.11 ,.... Request for Information 050 Detailed, RFls Grouped by RFI Number 5258 Armed Forces Reserve Center Complex-II 3110 Pierce Parkway Springfield, Oreqon 97477 Project # 5258 Tel: (541)736-5843 Fax: (541)736-7716 RFI#: 050 ,,- .., --: - - '. '-, ": --p , -', p, -DahiCreiied: ~ 1ioof, Answer Company KPFF Consulting Engineers 111 SW, Fifth Avenue, Suite 2500 Portland, Oregon 97204-3628 Co-Respondent Answered By Nick Saari Author Company Wildish Building Co. 3110 Pierce Parkway Springfield, Oregon 97477 Author RFI Number Authored By James Thomas Subject Column Anchor Bolts Discipline Category Cc: Company Name Contact Name Copies Notes Question Phase I buildng anchor bolts were required to be galvanized after fabrication. Date Required: 7/3/2007 We have recently constructed a building with a steel interior frame that did not require galvanized anchor bolts. Will the Phase II buildings require galvanized anchor bolts? Please advise. Suggestion Significant savings in cost and bolt lead time can be realized by using black iron column anchor bolts. Answer Galvanized bolts required at exterior pipe columns only. Date Answered: 6/27/2007 Prolog Manager Printed on: 6/27/2007 JL T _Projects Page 1 II! Request for Information 050 Ii liill ....... ..11iI Detailed, RFls Grouped by RFI Number 5258 Armed Forces Reserve Center Complex~1 Project # 5258 3110 Pierce Parkway Tel: (541)736-5843 Fax: (541)736-7716 Springfield, Oregon 97477 _8FJ!I 059 _ _ Date Created, 6/26/2007 ~~"":,; ":";:);;:~:;~~.l;;1' :~~if~\;~;>'Y;;i;';?;:;;:"F~f'~";_;;;'\:";"",, ;" Wildish Building Co. James Thomas 3110 Pierce Parkway Springfield, Oregon 97477 :~ , '~:_f__ Njtct, '; " . " Column Anchor Bolts '~pJlne ' "':~" 'Cc:,:~"ny",. .~Ct;""'; , . ~'2~:"'<,,':;""'" ~tl9n . ... , , " " " Phase I buildng anchor bolts were required to be galvanized after fabrication. We have recently constructed a building with a steel interior frame that did not require galvanized anchor bolts. , :'~:Requliild:'1MOO7 Will the Phase II buildings require galvanized anchor bolts? Please advise. 'I~" ",.", . Significant savings in cost and bolt lead time can be realized by using black iron column anchor bolts. ArilIWer ," o...~: ' G AL VA f'! /7- ~ 0 f: )C- Tern ( 0)( ~l>L-T> ~E6< Ull2e~ DfVt,.Y' , )1T' Y/~E. C bL c.1 ;'L-f N ~ ;fJ /~'c s;(j;P/ k/?r: 6;2 7/0/ Prologlllanager Printed on: 6/26/2007 JL T _Projects Page 1 pOJ1 / l,WIJ!lDlSHi ~ BUILDING CO, d,II'11 I ,I.I.I~I~IUI Request for Information 051 Detailed, RFls Grouped by RFI Number 5258 Armed Forces Reserve Center Complex-II 3110 Pierce Parkway Sprin8field, Ore~on 97477 Project # 5258 Tel: (541)736-5843 Fax: (541)736-7716 fm:l17"1"~ - Answer Company KPFF Consulting Engineers 111 SW. Fifth Avenue, Suite 2500 Portland, Oregon 97204-3628 Co-Respondent . - - . - - . " .. . -,,-, . ... ~ . . -~. ~ --iP.1,...IoJI.r.j'''' .lr)i..lifl~j Answered By Nick Saari Author Company Wild ish Building Co. P.O. Box 7428 Eugene, Oregon 97401 Author RFI Number Authored By Tony Dean Subject Brace Wall Baseplates Cc: Company Name Discipline Category Contact Name Copies Notes Question Date Required: 7/9/2007 Sase plates are not indicted for all of the structural brace frames (such as shown on Sections A and B on S-301). Are the details noted on Section C/S-301 typical for those other brace frames? If so, there is a clearance problem with the column shown by Section D, S-301 that is next to the tilt-up panel. Please clarify that particular baseplate. Suggestion Answer Date Answered: 7/212007 Use typical column base Plate where there is no brace at footing. Use detai110/S-501 at columns adjacent to wall (Plate is 1/2" larger thatn column) Do not use epoxy anchors at these locations...use cast in anchor rods, \ \ LO ~ , ~,,"I C YY\O~:l:::}o (I\,'-- Prolog Manager Printed on: 7/2/2007 JL T _Projects Page 1 - , ~~~~wJ Request for Information 051 111.11 .I..II~"..I ..,1 ",, ...', ..~-. ,,-;;:;-,-:~-;-','~;:'";'--:;;r"-M~~-:--;n~::"M-::-:-:~'-~_. -:, Detailed, RFls Grouped by RFI Number 5258 Anned Forces Reserve Center Complex-II Project # 5258 3110 Pierce Parkway Tel: (541)736-5843 Fax: (541)736-7716 SprinQfield, OreQon 97477 RFI #,.-05'1 " . -, _ , _ - ,. ' .. "' ,,- Date ercatcd ,7/2/2007 :'A.~._f~":::'" ::....' ':':":,~f~~~~g~';~::~J~:'?__~.Wtfl{;.~:.,:':.~':~rr~~~~ ,~~_i5~:~.i::~~-~:~~;~:;~?;?~;~~~:~~:~.(~::~f~~~Wii~?\;~'~r~.~:::.:;':.'..:. c04lft~ ' Wildish Building CO. P.O. Box 7428 Eugene, Oregon 97401 ,,~:,,';_~bIr:"i' Tony Dean ;8,~," Brace Wall Baseplates , r'U............... . ' .. :"'::~".~~-."":' .,'.:<:.:: .~ , ,,~' ...:..:..'....~7:'..... co: .',QOdl"~i~ , ,;,~!~;, "~,!:~..~(,,, ~on:' ..., ..' '., ""';"'\:'''.';:~';<J:~e*;:~~:;:;'VMOO7 Base plates are not indicted for all of the structural brace frames (such as shown on Sections A and B on &.301). Are the details noted on Section C/S-301 typical for those other brace frames? If so, there is a clearance problem with the column shown by Section D, S-301 that is next to the tilt-up panel. Please clarify that partiCUlar baseplate. :~i1' Anijww; " VS<: T"tVOI c...A L CbLU"'1'1U t1.kSC: '.".;~: 00 r.::- A 'I R w \-\'C-n. E:- T IrU::.....V'6 l $ tv 0 I:. te.A G C FooT l tv c,.' 05 E V-?t'lI~/L /0 / S~ $0\ A r c: 0 l-. A ~ J A.(., (?::f'JT '\Z> L-J ALL (,-.e.. I S; ~~ .J\ N C l> '-~ " Pc:> ,^, D I ' V2" Ll LA (l. c;,e-rz. , q ,... ,) ,.... 0S"'e- E f?c'P y A N64.:cIZS A T T'1 ES E C--oc..... A T I D r.J S L.) ~ C3 c-- A t" (" / p.......J 11 fJCWO?R.. ;e 6)pS. /V/?K :5AA~/ K~rr 7/2/07 Prolog Manager Printed on: 71212007 JL T _Projects Page 1 ~W'~~.z:,s.~.!l.__~-""':;'_"'."'-'_~!""~~~~~"" '""-"\._ (E) (0) (E) (0) r= - --"" ....,,- t ~ ~ il il (c) (8) ~ ~ -A 1 '''::'~r~?-~" ---'I~~y'" =~~I~O~i~ \. ...0-----.-'- 1 ~ZTh &. .~. .::::--r-~'" \. 'I~ . ..! 1\\ \ - 1 ;;~. @V'j ~. ~ un @) ~~,~:nON AT GRID 18 (c) Cf> l<" M 0---@ ~~~ ' "~ir~~e~ ~? _ i ~~:~~~ ~~i~, @/c ~"k'4 ~ ~ I ~ O&,~ ------ --------------1 : ~....,'ileS. u? -r:~ NT Q...vt. 7 (.u~~ @ ~~,~:nON AT GRID 22 o (0) (c) (a) l<':':'~ ~~". ~ l--~~~' ~I ... ...... .IJ..... ~-.iHe8r "l"-~ I ~~ I ~__ .~ I ~ ! """ i c) Fan ? ~-~ ~~~ -~ -~. I i e/ ? o ~~,~TION AT GRID 5 (E) o @) (B) r ~::=-~" ____ ~ ~I ~ '~i~,,'r._':' ~-1~)"Pt_-(,{ rnn ..~ M' I ::;-r-~"'I.~ -~ i/;: ~kM~' \:.~ ... .ffu~ I I """ i i -- u 0 ? 7 ....,.,'""" /l""::':"i(.l, o ~~,~:noN AT GRIDS 10 AND 13, uau CQOllul~ EnginoGR In'W!llh_ s..,;Lo-Z500 -sOi_~"r-'k~12Ot II Ii ~ I '~l i}~!:..~rtr~ ~"../7 ~~~ .... ~ f:l i ~ ~ 1:l Cl) U ~ rn ~ rn Cl) ~ ~ '"'C:l !~ ij; 0... UB Cl) el d ... Cd '" ...:l;;:: "'" """"'" " Pll.OJECTlb 20332].10 DATI!: 06.01.07 SHEET S-301 II! Request for Information 052 Detailed, RFls Grouped by RFI Number 5258 Anned Forces Reserve Center Complex-II Project # 5258 3110 Pierce Parkway Tel: (541)736-5843 Fax: (541)736-7716 SprinQfield. Oreqon 97477 RFI tt 052 ." __ __ , _ _ ___' " , .., ,,' Date Crccltc,d,- 7i3/'2007 Ari.if'IIi.,.":''''>...-..'. .:'7:::.:,:~:!,~\itilj::;f:;::":?< ,..<~~6f\;(~:nt~t>;':i':X&;~-;:~!.'l~:!.,/::.'<; " \c~~ Wildish Building Co. P.O. Box 7428 Eugene, Oregon 97401 ..' '" ,.',~~ft:_""" Tony Dean ,Su~t., ' W12x96 base plate 'CC:.';;CCimPiftYiN._ ,", ,.~,', '''.''01''''):' "., ......;.'<~;.....: ...." ,,~..&j.-.--, '.' ..,~:.,'::~~;<._.....:.. ~~ ';;';." ".". "". ,::;Dna;~~:L71'i012Oo" What is the base plate size/configuration for the interior W12x96 columns? Same as for the exterior with the anchor bolts "inside" the web layout? On my last job we had an issue of the column base plates protruding past the wall framing plate. so if these columns are embedded in a wall, the base plates should be similar to Ihose shown for the exterior columns. with only 1/2" past the column web to eleviate this potential conflict: Looking at the rest of the interior columns, it appears most will require framing around the columns, If those base plates can be revised to minimize the footprint, the wall "bump-outs" will be smaller. ;~, Antwer. ... , , " 'DatiJ\i':;~~: lifE r7~ It:.. )'/2! I'C-?e. .>?-qt:"JfJlIl.:C:" Cot. v~N /?,?fJ;l!../ 01-1 p715' r~/'. )TIIt~ S .ll1I~1 Ie c;Pn-::: 7/?/O} Prolog Manager Printed on: 71312007 JL T _Projects Page 1 Page 1 of2 Jim Thomas-Building Division From: Nick Saari [Nick.Saari@kpff.com] Sent: Tuesday, July 03,20071 :49 PM To: Jim Thomas-Building Division Subject: RE: AFRCC-II RFI-52.pdf Jim, The W12x96 is 12.71" deep x 12.16" wide. Typically I recommend %" tolerance each side of the column when determining dimension of from face of stud to face of stud, 13" should be pretty close in this case. Let me know jf you need anything else, Thanks! Nick Saari, P.E., S.E. KPFF Consulting Engineers 111 SW 5th Ave., Suite 2500 Portland, OR 97204 (503) 227-3251 From: Jim Thomas-Building Division [mailto:JimTB@wildish.com] Sent: Tuesday, July 03, 2007 9:25 AM To: Nick Saari Subject: RE: AFRCC-II RFI-52.pdf No... my brain fade. Sorry about that. I would like to confirm the overall size of the interior 12x96 columns. ~L, 7~ James Thomas Wildish Building Co. P.O. Box 7428 Eugene, Oregon Phone: (541 )736-5843 Fax: (541)736-7716 Cell: (541)954-8381 From: Nick Saari [mailto:Nick.Saari@kpff.com] Sent: Tuesday, July 03, 2007 9:25 AM To: Jim Thomas-Building Division; mark@archbbl.com Cc: Bob McDonald Subject: RE: AFRCC-II RFI-52.pdf Jim, The current design shows the column base plates bearing on the footings, so the base plate width will not conflict with the partition walls. Had you anticipated placing the columns on top of the slab? I 7/3/2007 Page 2 of2 believe this would be possible. The impacts I see are: 1. Base plates need to be 'Yz" minimum wider than columns, so they will take up more floor space if placed on slab. 2. Sl'ab will settle with column which will increase potential for slab cracking as well as occurrence of random cracking. 3. Anchor bolts at braced frames will need to have length increased so that they are embedded the specified length into spread footings. 4, More uniform surface for pouring tilt-up panels. Please let me know if this is how you would like to proceed. Thanks! Nick Saari, P.E., S.E. KPFF Consulting Engineers 111 SW 5th Ave., Suite 2500 Portland, OR 97204 (503) 227-3251 From: Jim Thomas-Building Division [mailto:JimTB@wildish.com] Sent: Tuesday, July 03, 2007 8:35 AM To: mark@archbbl.com Cc: Nick Saari Subject: AFRCC-II RFI-52.pdf Please review and respond to the attached field question as soon as possible. 7/3/2007 ~WimD1Sbr ~...~,,~~ ~...~:-~~ BUILDING CO. - Request for Information 053 - Detailed, RFls Grouped by RFI Number 5258 Armed Forces Reserve Center Complex-II 3110 Pierce Parkway Springfield, Oregon 97477 Project # 5258 Tel: (541)736-5843 Fax: (541)736-7716 l!I:li:ll!.r:_o..~', Answer c6filpallY KPFF Consulting Engineers Nick Saari 111 S,W, Fifth Avenue, Suite 2500 Portland, Oregon 97204-3628 ,~~,-"'~""~~~L"'-:__-_~-~~"""; .. iii ._DF.UOl!ll.\o.*.....__A~lV.lolIJTA Co-Respondent AuthC>I"G6mpany Wildish Building Co. 3110 Pierce Parkway Springfield, Oregon 97477 Author RFI Number Authored By James Thomas Subject W12x96 column base plate Discipline Category Cc: Company Name Contact Name Copies Notes Question Attached is a sketch of our interpretation of the "typical baseplate" for a W12x96 column. Date Required: 7/16/2007 Please confirm OK w/you. Suggestion Answer Nick with KPFF confirms sketch. Date Answered: 7/9/2007 Prolog Manager Printed on: 7/9/2007 JL T _Projects Page 1 ~ Request for Information 053 I Detailed, RFls Grouped by RFI Number 5258 Armed Forces Reserve Center Complex-II Project # 5258 3110 Pierce Parkway Tel: (541)736-5843 Fax: (541)736-7716 Sprinafield, Ore!:aon 97477 lf~jjillW:_i1h1i~!' ,."..."..,~.,.,i~~~~~~~;~;~G7=e""'-'illIl"""~~al:'miiiir.t.'F.ti~d~J;m.f~ __~:..~'ri.'>'...".",'..?r'~~~,tt;.~?fi;{;;':::';t;,:,""'<Y'~~Y;f'i{~\';'[~":,.:'3:'>;';'?~.?i'" .cO.It..~t ' Wildish Building Co. 3110 Pierce Parkway Springfield, Oregon 97477 AuCboi..~".......,' James Thomas Su~ W12x96 column base plate Cc:" ComP=fty!~ Dllcfpllne .~, .,~._., "~~'~',", QUMtfOn Attached is a sketch of our interpretation of the "typical baseplate" for a W12x96 column. Please confirm OK wlyou. 'Dnt,'~:"".7118taOO7 ~ An8W8r ~~: CoN':::( ((IV f/J --- /II{ t( S I'll'!?! {fPF 1/1J;7 Prolog IWBnllfJer Printed on: 7/9/2007 JL T _Projects Page 1 T T L E N C JOB ITEM DATE BY SHEET NO, OF 401 Alexander Ave. Building 326 Tacoma, WA USA 98421 Direct 1 888 60 REBAR Office 253 272 4227 Facsimile 253 272 7256 W I Z X Cf;6 1r ri~6 Pt., J7'"T~ (NO\ /JUJAc...ek(i" 10 ill,.'\ q:;ArttL.) ;/ Ie, t 1- I If !~ ~~ j..r.--()JI v< q", I ~ a- II If ~ 11# ~ X q f/ft/55b/'n611/ / ' /1113 C/JIJ;6- iJo,",1i t..JA>~f (i -+- f-/' ( I I {' (-1"11') I ~f ( r-II') ]-Ci-o? J~f FORM NO, 37887 . MINUTEMAN PRESS,KENT . (253) 852-6020 'JLES .<IZ. TED _WF BEAMS REF. PLAN (CLOF BEAM \ -d' \ ' . -S 18" PL w/ %"Ol A325 SC BOLTS TYP, "'" ~6 ~ ~6i/ oTI _WF BEAMS REF. PLAN C CL OF BEAM %" STIFFENER PL , ---.1(3) ~SIDES ATEOlxsl -::::::==--WF BEAMS REF, PLAN (CL OF BEAM -%" STIFFENER PL ~r ~6V <wI TO BEAM CL OF BEAM ~ '" AND COLUMN\ ~ / , GRoOfHoL.E. "N" (OPTIONAL) ~~ BASE PL REF.- -:-..... '" I SCHEDULE FOR SIZE," ""'., \ J fD / ~ .-/ ' ~ /T' ~L~~N /~~ I SECTION ~:) " I....---...X" f' TYP. -$' "/ /- o/16V NOTE:. REF, 8/S-601 FOR SECTION AT HSS COLUMNS ~ A-A ?~ . : a.. x~ ~6V CL OF --- COLUMN ~WF COLUMN REF. / PLAN ~IA WASHER AND NUT 1~" NOMINAL 11 NON-SHRINK rlRl- GROUT . ..' . ... ". ~ . ", ,;.~. ...,..,J. ..',. ,''':-". I- ...Jzo oOw lDi=o :i~~ -"")a::: :::Eo:c . g:1- ID l' AI i-- ~, ~ . ANCHOR ROD REF. SCHEDULE LEVELING NUT " n CanSl 111 Portlan 51 '1:1 ~ \~ ~ , CD TYP. GRAVITY COLUMN BASE PLATE a ~ Q:; 1 "=1'-0" TYP. GRAVITY COLUMN BASE PLATE ~ SCHEDULE N(lN.) I B(lN. ) I T(lN.) I X(IN.) rNCHOR RODS (NO.) I ~\l"'I"t. COLUMN SIZE . OIA~fR W12x40 18 14 % I 1)2 (4) *"Ol x 9" W12x45 18 14 1)2 (4) *"Ol x 9" W12x50 18 14 1~ 1)2 (4) WOl x 9" W12x58 18 '16 , 1~ 1)2 (4) W91 x g" HSS5.000xO,250 I 10 I 10 I % 1~ (4) *"91 x 9" HSS4x4~ 10 (7)2" AT I 5 % 1~ (2) *"91 x 9" CORNER) HSS5x5~ 11 (812'" AT I 6 % 1~ (2) *"Ol x 9" CORNER) NOTES: 1. ANCHOR RODS SHALL BE HEADED ASTM F1554 GRADE 36 U,N.O. 2, ANCHOR ROD HOLE DIAMETERS (db) SHALL BE AS FOLLOWS: db ~ 1" : dh = db + 0/,6" 1" db ~ 2" : a, = db + ~" db ~ 2" : dh = db + 1" 3, PROVIDE MILL FINISH AT BOTTOM OF COLUMN AND TOP OF BASE PL. 4. ACCEPTABLE TO SLOT HOLES RADIALLY TO ALLOW FOR CONSTRUCTION TOLERANCE. 5. ACCEPTABLE TO USE ~ "Olx9" EXPANSION ANCHORS AT CONTRACTOR'S OPTION. (AT FOOTINGS ONLY, NOT AT STEM WALLS OR PLINTHS) 6. SPECIFIC DETAILS TAKE PRECEDENCE OVER COLUMN SCHEDULE, WHERE' PROVIDED 7. REF. DETAIL 1/S-601 FOR TYP. BASE PLATE AND ANCHOR ROD DETAIL. o TYP. GRAVITY COL. BASE PL SCHED. ,4., hWlmmSHI ~ - BUILDiNG co. ' ..;1. ...i,illl III I ~ ,., I 5258 Armed Forces Reserve Center Complex-II 311 0 Pierce Parkway Springfield, Oregon 97477 1:~=lt';_DJ.~~IIL-L ~_-J. :_'\Ui~~'~1:.:~__. -Zii:,~_-~-1;::;:': ~'---t_~~3;iLi:'k--lO~'_;;;:. AnSWf:!rc~inpany KPFF Consulting Engineers 111 SW. Fifth Avenue, Suite 2500 Portland,OreQon 97204-3628 Co-Respondent Answered By Nick Saari Subject Depressed footings Cc:Company Name ....'...;", "''',,'oMl''''~';' ",... ... ,". ,,,,, Request for Information 054 .-. Detailed, RFls Grouped by RFI Number Project # 5258 Tel: (541)736-5843 Fax: (541)736-7716 ~ , I , ~il~~.:.: -.---~f"-. ~.;>~~~&r.:I(:m.8}JII*I(::.tolf46lJ.I:)V""h'"'' AutliOr-Company Wildish Building Co. P.O. Box 7428 Eugene, Oregon 97401 Author RFI Number, Discipline Category Contact Name Copies Notes Question Reference drawings M 111 Band S 101 B. Authored ,.By Tony Dean Date Required: 7/23/2007 Drawing S1 01 B indicates the column footing at grid D9 is to be depressed 2', presumably to allow installation of a floor sink. A sink is located near footing at grid D10, but it is not depressed. Should this footing be depressed? Suggestion Answer Yes, depress this footing 2'. Prolog Manager Printed on: 7/18/2007 JLT_Projects Date Answered: 7/18/2007 Page 1 .... ~,.,...,_. - - :- ~ ,~(D.. ... .1 Request for Information 054 Detailed, RFls Grouped by RFI Number 525g Anned Forces Reserve Center Comple)l:-iI 3110 Pierce Parkway Springfield, Oregon 97477 Project #- 5258 Tel: (541)736-5843 Fax: (541)735-7716 A~iC.~~ "'<~~..,ey' ~!~iii~."','" Wildish Building Co. P.O. Box 7428 Eugene. Oregon 97401 ~RFIMtiimbef ,~,8Y TO:lY Dean C~pondent Subj~ Depressed footings O!ecepiine ~ory, Cq:: '.' ,.Con'.pgny.N8!mIB CGrnlllCt.Nam@ ~ ,No. Question, , Reference drawings M111 Band 51018, Drawing 81018 indicates the column footing at grid D9 is to be depressed 2', presumably to aiiow instaliaooli of a floor sink. A sink is located near footing at grid 010, but it is not depressed. Should this footing be depressed? ~~equ!red:in.sn.w7 s~" A.~",...,f Dillte,A............. ....ri: YE~ / l)(~J2E<;J '17.l ( I "I, Fubrl N6 ') { - )JICt( S-/1//&/ ujt?n~ 7/17/07 / I Prolog Manager Printed on: 7/1612007 JlT_Projects Page 1 .. f'vi , If 13 s 1 0\13 1'0 q I r; - I fS I n~' "\ ~~ :* /1 : ~ I f1O\ SIM. V J> @ ~~ ~ A .' I ~. I .. , , ' ~6'o . l1-t ~~ '. I 1/1 N l I I ~ - (, I ::(~ ~0 8'- ,,' ~ 8' _7" / / / / CL OF- COLUMfJS l~m'bISHi ~~~~::~~~~ - BUILDING CO. t.UI,~,,,,,,Jj;. ..':.. ;oillliil . Request for Information 055 -. Detailed, RFls Grouped by RFI Number 5258 Armed Forces Reserve Center Complex-II 3110 Pierce Parkway Springfield, Oregon 97477 Project # 5258 Tel: (541)736-5843 Fax: (541)736-7716 , - .~~.~. . - .~~_ 4_' _ _.. _.... .'_ . .~.......~ ~_ . .. . .:~~"!.IJ.1- Answer Company KPFF Consulting Engineers 111 SW. Fifth Avenue, Suite 2500 Portland, Oregon 97204-3628 Co-Respondent Answered By Nick Saari Author RFI Number Subject Grade of Anchor Bolts Discipline Category Cc: Company Name Contact Name Copies Notes Question Date Required: 7/24/2007 Detail 3/S303 indicates we need to use l' diameter Grade 36 anchor bolts for the brace frames. Other anchors, such as the 3/4" diameter anchors shown by detail7/S503 do not indicate a grade. Please verify GR55 bolts, as noted on the attached Portland Bolt quotation is satisfactory. Suggestion Answer Confirmed: Grade 55 rods are acceptable. Date Answered: 7/18/2007 Prolog Manager Printed on: 7/18/2007 JL T _Projects Page 1 Request for Information 055 I ~I'i;q'~""_.'''''' '-",,'em"."" ,...~,_.... ......._ ,-. Detailed, RFis Grouped by RFI Number 5258 Armed Forces Reserve Center Complex-If 3110 Pierce Parkway Springfield, Oregon 97477 Project # 5258 Tel: (541)736-5843 Fax: (541)736-7716 A.nS'll-S7 By Author Company Aut'lored 8" ; :..'~ j F.e'; Sox 7(~2e 97401 CC~R2spond"el1.r'- Authqr Rfl Grade of Anch(}r 80fts Detail 3/8303 indicates we need to use l' diameter Grade 36 anchor belts for the brace frames, Other anchors, such as the 3)4" diameter Mchors shown by detail7/S503 do not indicate a grade, Piease verify GR55 bolts, a5 r.cted on the attached Portland Bol! quotation is satis~",...lvry. (of\Jfil</l{q CIZJfJ( s-s /Jo/Jf At~ AC{,~8~C\ !<<C.q9#R/ #/r-r: ~ l7/d 7 Prolog Mr:m;:;ger Printed on: 7/17/2007 JLT_P;ojacts Page 1. CL OF COLUMN WF COLUMN REF, ELEVATION TOP OF CONCRETE EL. REF. PLAN ~, ~o ot3 lD W . ~ 0 00 ~ t') n. o I ~~ ~ -CL OF BRACE HSS BRACE REF. ELEVATION , HAND TIGHTENED ERECTION BOLTS AS REQUIRED , *" GUSSET PL (50 KSI) ,PROVIDE 1" PRE-MOLDED JOINT FILLER EACH SIDE OF GUSSET PL AT SLAB. FASTEN TO PL wi L.V.F.'S IN FABRICATION SHOP , 1J2" NON-SHRINK GROUT (20) 1 "Ill F155 GR. 36 ANCHORS - WASHER PL J2x3xO' -3" 0: o o o o o o o o SECTION A-A .... ., ., " ~I (4) SIDES \ ~""'" TYP. I '>" V 14 ~ " ~) ~[>::~~~ '~I ~ ~8 "" 14 ~8 V 14 ,>"VAI~ + '" --r-- \".. \~- -,- ~ ~ /~ J; ~ o HSS BRACED FRAME DETAIL 1"-11-0" .. \JJ ~ r.n. ~ U ~ o ~ "'0 ~ S <~ C~ @ ~ o ~ Uf,3 0,) ~ ~ ~ cd 0 ~~ DRAWN: WLM CHECKED: BP PROJECT No: 203323.10 DATE: 06.28.07 SHEET S-303 T I I" ,. ~ L_____J o SECTION AT lOW FOOTING 1 "=1'-0" (1) t- / BASE PL ~x~x1'-1" wi (4) *"0x9" EMBED ANCHOR RODS ~ ~POUR BACK " r REF. 5/S-501 FACE OF WALL- REF. PLAN ~ WF COLUMN REF. PLAN --.' , ~. , . "" TILT -UP- WALL PANEL REF. PLAN ----- .,'--- ~. , " A I ~ " '- SLAB ON GRADE~ REF. PLAN _ PIER (: . C'l ~ " TOP OF PLINTH EL. MATCH lYP. TOP OF FOOTING ~ROSSTIES L HEIGHT L .-, i . ; 2"- CLR. J.". lYP.' 'I << (6) #8 VERT. --- (7 . :) . - #4 0 TIES @ 10" a.c. (3) TOP @ 2" o.c. ~ /' It 1 . TOP OF FOOTING EL. REF. PLAN - ~ ~I T I ~FOOTING REF. 8/S-501 AND 4/S-501 FOR ADDITIONAL INFORMATION _C\ 1_..._ '. ." . I SECTION A-A '~ (1) TOP OF WALL EL. -1'-6" S;03 I . 11 I -" --..---- ....... iMr,i1OOISH! ~ BUILDING CO. - Request for Information 056 ~._, .. Detailed, RFls Grouped by RFI Number 5258 Armed Forces Reserve Center Complex-II 3110 Pierce Parkway Springfield, Oregon 97477 Project # 5258 Tel: (541)736-5843 Fax: (541)736-7716 'RFI #: -056' ,i..i,;:.. '. -" -:: ,-' > '-,- : ::..;, ;;::.,,;';'::"":.:,: .' , ' -.. - ' ,. - - "'- "- Dcife C-r-' "." 7./17/2007. Answe.r Company KPFF Consulting Engineers 111 SW. Fifth Avenue, Suite 2500 Portland, Oregon 97204-3628 Co-Respondent Answered By Nick Saari AuthorporTIpal"ly Wildish Building Co. P.O. Box 7428 Eugene, Oregon 97401 Author RFI Number Authored By Tony Dean Subject Tilt Up Wall Questions Discipline Category Cc: Company Name Contact Name Cppies Notes Question Reference Drawing S-206 Date Required: 7/24/2007 S-206, panel 41 indicates the panel is 6" thick. The adjacent panels are 8" thick. Should panel 41 be 8" thick? Reference Drawing S-102B At the intersecion of grids E and 10, 13 and 16 the wall panels change thckness. Please adress how the #7 chord bars will pass through the transition area. Suggestion Answer S-206 Yes, panel 41 should be 8" thick. Date Answered: 7/18/2007 S102B Align the chord bars in the 8" wall with those in the 6" wall and use 5/S-502 for splice. Alternatively, the bars could be bent at a 1 :12 SLOPE. Prolog Manager Printed on: 7/18/2007 JL T _Projects Page 1 Page 1 of 1 Jim Thomas-Building Division From: Sent: Nick Saari [Nick.Saari@kpff.com] Tuesday, july 17, 20076:54 PM T_. !u. Jim Thomas-Building Division r:r" mark@archbbl.com ~~~~!~~+. ~"''"'J--~' RE: I!\FRCC-U RFI-56.pdf ~~tta=.:nment5: R.f~ Q56 RESPfJf40L..P;:t Jim, Please find attached response. Let me know if aligning the chord bars at,the transition is a concern. Alternatively, the bars could be bent at a 1: 12 slope. Thanks! Nick Saari, P.E., S.E. KPFF Consulting Engineers 111 SW 5th Ave., Suite 2500 Portland, OR 97204 (503) 227-3251 F.,;."".,: lk" Thnm;;~-Hiiiidinfl f1j'vi<;iOi' l-mai"lto']j'mTB@w,"ldl"sh.com] .. _. .. -.... . ..-...-- --..-...:;> - ..-. " . 5e5iit: Tuesday, July 17, 2007 11:21 AM ....... -~. ,. >,...., . - -- ------. . ---- '" "''' "-~'. '" -."""""'-:< < iI~. . 't;",.....J." _._n....l"~' Cc: rncik@an:hbbi.con1 ~==~~.===~" !...~Drr_TT D~T_~r::_ ~~~ ~~:...:r';:':;...:.~'t.;:. ......-:. ;',-",-,~ ~.... ,,",-, .... -'''-'~rU' ....;..................... .......~.,........., .-.......-i "..___..........__"""'.,..~...__ ..;.;.....___ ,-............-._.;...______ _._.,...., ...,.,....;...,...."'.. ,_.,__ .___.....-...._. r ~::;:::::1::::C :: -::::.:"::-::::'--"f ~: ::=-:: :: C::::t-?=.J: :;-= i,=.J :.:::=::;- -::1~~::.1=_,~ i=:==-= ::::-::::'o..i ;-juc~u~,-n: <:,--;;:::: ::::~_~~jf ~::..s:::: ..- . -----.. >Jii H i i iVH iCi~ i.; ::..:. ii ....;..;i ~ Request for Information 056 Detailed, RFls Grouped by RFI Number 6258 Anned Forces F\ ,." "II I" Center Complex-ll Project 1# 5258 3110 Pierce Parkway Tel: (541)736-5843 Fax: (541)736-n16 Springfield, Ore~on 97477 ~r!~'r.~~9~~I!liT44iI7I"..JDIDt. ~e~~~~~~' ' ;');f'&,~~,'jj"",~~,:""..,.,."...,. ""';'>~7i~!l!IY" Wildish Building Co. Tony Dean P.O. Box 7428 Eugene, Oregon 97401 ~.i~~"'.. ' ~~, ,Subject , Tilt Up Wall Questions Cc: CGmpanyN;."nfl ~ine Category ~~IIl, ~~~. Q~cn Reference Drawing 5-206 5-206, panel 41 indicates the panel is 6" thick. The adjacent panels are 8" thide Should panel 41 be 8" thick? '~~Ad: 1f?A12OO1 Reference Drawing 5-1028 At the iniersedon of grids E and 10, 13 and 16 the wall panels change Ihckness. Please ...J. o:;;N how the #7 chord bars will pass through the transition area. ~on MSW'GI' 0== An=w@~: \fES \ g LI P AtJ e: L Lf I -rH L G k 6' ;/1J rtft f3 't rffe 61( INALL. Sf?t./c.e. S ~Cl.J!- 0 ilL/eN rifE cuc>,(LJ tJl1tL fA) 11J( (h'(jf~ A;vtJ USE S;S"-50L Be gjJf2f I>> pdI2 !/Ic,k JA/l/21 KIPj7/C: -(//7/ () 7 Prolog Manager Printed on: 7/1712007 JLT_PrOJects Page 1 t'~x~' _ ~ 0 , , i:~ ....--- (2) 17 CHORD BARS ./ lYP, ,s ~ ' , :,XJ: :l><t " ; u, ;'!X~I, ~ . ~ , I '" ~X~ " I }- ,~ (4)i'5~, ---------- ----------T------------- :[~: _nnnnn~n_n ___'.~':'n jnnnn, , H] PANEl W-29'-11W T-6~ \0 (, f 1!11 PANEL W-29'-11". T-8- II <6 L- ~ /X' , ~ " lTl".-:1"- ,(N,T,5.) I -jj,-;;-",~;--,! ,I ---------_:_---------,--------------j~-- , .140ft'.....",. I , 'I " I XI' ..!-- ------------1, I' ..f------ o ~ . -- - --- ---- -1- - - -- -- -- __ _ __ _ __ _ _ _ _ _ ____ , ~ PANEl W-29'-11". T-e" (I ~ YZOb o ~ . " 'X' , .. ---,,- " ~ r--(4) 15 ~ - ---------____________l~________________________. I/{A~ -' " ~ ~------- .. IHI PANEl W-29'-11"- T-8" /J ~ 'X' .~=~------ , .. - .~/ - I \____ _'''0__ ..,..,., oCr'. ,. ,... " .. ...... 0'.,. I Tt"'. I -,' ..,- I I I I I I ---'l ./ /; '0 o '1' /."'..~:.., .... ...--..-..,..., ,,~ - "0.'".. ":, ~ '" ~ .- :: C ~ I~("'_O'__" /t;( ~ I @ ~ IJ I~X~. '1' I' . '~, ;( I I I I I - - - - - - - - - -~: - - - - - - - - - _ _ _ _ _ _1_ _ _ _ _ _ _ _ _ _ _ _ _ ,_ _ _ _ _ _ _ _ _ _ __ I I I I I I \', H" __ ".":.'.::, .;~---. --'-.' "'", :\ 'x' ..., '..'. '. . i ~/ '/ ~ "78'- . N4 @ 15" o.y.t -------------------------r------------------------- I I [!1] PANEL W=29'-11X-" T =6" S20(", ~(I '" ~ '. ............... ", ^ ^ = ~ . v ~ v ~ ~ C'l '--' C'l '--' .- r<) .- x r<) lD X .- lD ?; .- ?; I: W:,1x55 [50] <~"> fJ 8"~ ^ . ~ v W12x16 16) '" I I X ;::-W12x16 I ,J [6] I ' rj2Xl~ I ~ V -110\ "W I . S Ib113 "'''-''-''~~ //////// I'''''' ......I'.. ///'/'/ ,--------------- '. '. ". ....-............... '. ". ......... ,."'~~~, / - ---------------' ..- ......--:..... ....,......... /////~~~' IV " ~:;t; ~~.p 2~~_:~O~K~~D A ..~.... 24'-9" AT GRID E '~~~f~ . ~~ ~E~~W2~Op OF ;~:;N ~~~~~~~~:~; :;::R ;~;l; :~~E W~~~~~ HAS PLASTIC SLEEVES f\ OVER CHORD BARS FOR ~ LENGTH OF PANEL AT EACH' , END, TYP. / 1 -0" N 1'-0", / TRIM BARS OUTSIDE OF 2 BARS WHERE / A // / / BLOCKOUT, LAP wi , OCCURS / h-F ---!-.- PANEL EDGE REINF. ;.." , I ... . / J f -". '''' .J~ . Il~ " "'~' -""'----;.~,i ' ..... .'"": ( '.. ,"".".F.,.._~:;;;-==-li' , ) lr=, . f'"' r~-': n ~lr'.'..""'._... ."~.. I.../'"....,I'~.""',.,' " '" "".....,,'3-.: , I ~ ., ",,'" "~I""'""J1..,,_ _ _I ~ 4-c- [, If ~ A ~ ;....~. PANEL" ~ / ... 1"- / , JOINT TYPICAL CHO~D T:E D ::TAll I. ;,. , \ ~ ;,. , " ;,. ~I' , \ TYP./ CD 1 """ ",:: '~':::l-.: M : ~'::' ~;.. .. 1 J .J AT SECOND FLOOR BOTTOM OF BLOCKOUT EL. 14' -0" 1 "=1'-0" ~ - TILT-UP PANEL #3 (Q SEPA COR~ BARS OPTI( NOTE ABO\! IN B( AND DIRE( G)~ 0--- \'\ r 1 - 5-2010 PCA~e\ L\\ q ?r"'c.Y"" ,*0 bE' q {/ ') 0 ~ 5 k> lA \ ~ \J e.. q I' -\1.:; c-<; ~o-t- (, {', I s - 'O2..~ - lJk€.re... 9(\c\ E \\t\{-ev-soects <jV"';cis 10 \"3, c;",c\ \ to -+,1-1- ~\ b c..\""",,\ e t\.-,~ k~ess _ h<lW J skovJc\ ~e. ~ 7 c..kovo\ \:AY's 'tro.V\ ~\ +"0\1\ ~ 1WiIVJnISHi ~ - BUILDING CO. - Request for Information 059 ~(f!YJ Detailed, RFls Grouped by RFI Number 5258 Armed Forces Reserve Center Complex-II 3110 Pierce Parkway Springfield, Oregon 97477 Project # 5258 Tel: (541)736-5843 Fax: (541)736-7716 'RFI #: '059' '- ",-- :', '-;- ,.. --~~-"..;. ,"u, '-~,', , - Date 6reated: 7/23/2007 Answer Company KPFF Consulting Engineers 111 S. W. Fifth Avenue, Suite 2500 Portland, Oregon 97204-3628 Co-Respondent Answered. By Andi Camp Author Company Wild ish Building Co. P.O. Box 7428 Eugene, Oregon 97401 AuthorRFI Number Authored By Tony Dean Subject Embedded weld plate Discipline Category Cc: Company Name Contact Name Copies Notes Question Reference Detail 15/S-501. Date Required: 7/30/2007 Detail 15/S-501 shows the tilt panel wall to slab connection. To avo ide leaving an imprint on the tilt-panels, we suggest emedding the weld plate 1" and placing concrete over the top of the plate during the slab placement. After the tilt-ups have been poured, the plate would be exposed and the corresponding panel welded to the plate. The weld plate would then be grouted along with the grout under the wall as shown on the detail (Please see revised detail attached). Revision OK with you? Suggestion Answer This is acceptable. Date Answered: 7/24/2007 Prolog Manager Printed on: 7/24/2007 JL T _Projects Page 1 ~ 1"=1'-0" UC\J I IV." r I 1::1'.1 I '" T r-U~ I " Ii) PL %x4xO' -8" ,.-~,~~,/~ Y4 V t _~r "-:'~ ,.....,.. '. .'6 --:~~ r./ ".., \ . ' ~-PL %x8x1'-0. wj (2) %"(I)x5" HEADED STUDS REF. SCHEDULE 8jS-501 @ a" o.c. / CENTER ON WALL / FACE OF CONC. --- REF. PLAN ~) TILT -UP WALL PANEL REF. PLAN 1)2" GROUT AND SHIMS AS REQ'D. S.O.G.' ~ REF. PLAN "\ "l ' 'I -- -,..,. " I r- o 'Il) - LL I .!-w(J) 0::, 0() ~. / , , REF. 8jS-501 FOR UNDER SLAB FOOTING REQUIREMENTS / /' Cs L4x4x3Aix1' -0" wj (2) *"(I)x5" HEADED STUDS @ 8" o.c. t '" LOCATEf @ 4 -0 o.c. ~ Y4 V ADD oce ELE' L 1 6" f PAN @ ~?o?TING AT INTERIOR TILT-UP PANEL @-- FAC WAL '" - ~ Transmittal Cover Sheet Detailed, Grouped by Each Transmittal Number 5258 Anned Forces Reserve Center Complex-II Project ti 5258 3110 Pierce Parkway Tel: (541)736-5843 Fax: (541)736-n16 Sprirn:Pield. Oregon 974n Da~e:'", 7/23/2007 "":' , ',-," Referenc'e Number, 0219 tl~.JI.lJ~,"O'~: . ,t . -..' ..'. .......I~::~..'.. ~\~~~~r:'t~~~~~t~t~~~~~~~r~'.~f.~.:..~. : Nick Saari KPFF Consulting Engineers 111 S.W. Fifth Avenue, Suite 2500 Portland. Oregon 97204-3628 Tel: (503)227-3251 Fax: (503)227-7980 D Acknowledgement Required ~ ":.\Yi__~j~F~~,:'::;"':':f,~~??~~'''' ,~,<,;"::,,. James n.........s Wildish Building Co. 3110 Pierce Parkway Springfield. Oregon 97477 Tel: (541)736-5843 Fax: (541)736-7716 ;~;Tf'II..mltliN'For Comments ~,Vfa" Electronic Mail TracIdnsi~ ltem# ,Qty .... 001 1 Request For Infonnation '-"'."~" ~ Number. 059 - Embedded weld plate Date Created: 7/2312007 '.NOM. ' 'S8aitus Required: 713012007 ; Answered: Cc: com.,.Name , , 'eontaal'tlllnHt COpIes'. ".... Rem8rb Please review and respond to the attached freld question as soon as possible. /hL Signature 7..2,)..07 Signed Date Ptolorl!llnager Printed on: 7/2312007 JLT_Projects Page 1 - r=&J Request for Information 059 Detailed, RFls Grouped by RFI Number 5258 Atmed Forces Reserve Center Complex-ll Project # 5258 3110 Pierce Parkway Tel; (541)736-5843 Fax: (541)736-7716 Springfield, Oregon 97477 .REI # 0'59 " '. _ ~.. _ '_ :, ,: " '_':": : " ., " -', ~ - ,- , ,Date: Created' 7/23/2007, A"'~ny " '::"':"~"~~.:':"":::"'" , 'A~1~::~'" Wildish Building Co. P.O. Box 7428 Eugene. Oregon 97401 AuIhOt,RFhfa;mbe; , ':,:"."';:~8Y: Tony Dean .;.:: ... ~, ,SubJeCt ' Embedded weld plate E*CfpHne ~ Cc:: ',,~.... , . ':'~'Htm., ',~;o:__""" ~ Reference Detail 151S-501. ~~~.,.J:'1i!!fJ12f!m Detail 15/S-501 shows the tilt panel wall to slab connection. To avoide leaving an imprint on the tilt-panels. we suggest emedding the weldplate 1" and placing concrete over the top of the plate during the slab placement. After the tilt-ups have been poured. the plate would be exposed and the corresponding panel welded to the plate. The weld plate would then be grouted along with the grout under the wall as shown on the detail (Please see revised detail attached). Revision OK with you? 'S~ AnlIwer , ,llat!IAMwWed: H-lS b ~MLf, . !~< c;, /~r ?(24:~ 1-- Prolog Manager , Printed on: 7/2312007 JLT_Projects Page 1 ~ 1"=1'-0" vr:v ft .UI~ J-\ ~ CI'J I f"\ T r-UV I ,\ FACE OF CONC. -- REF. PLAN TilT-UP WALL PANEL REF, PLAN 112" GROUT AND SHIMS AS REQ'D. S.O.G.~ REF. PlAN \, I ... o 'I{) 1-~1 I:t:~ co -- , \ 'REF. 8/5-501 FOR UNDER SLAB FOOTING REQUIREMENTS ~~ L4x4~x l' -0" w/ (2) o/.tt&xS" HEADEIl> STUDS @ 8" o.c. LOCAT~ @ 4'-0" a.c. , 'r; PL ~~xO' -8" .. , , r ( ,..'.~~.~.~:..,~~...',~ ~ Y4 V f~,-;... -...'.../ ...- ,'" ,1- uP Jl ~\ _"'./ "'--PL ~x8x"-O. w/ (2) *"t&x5" HEADED STUDS REF. SCHEDULE 8/5-501 ,@ 8" a.c. CENTER ON WALL ' I' :.., _'...,... , ,.PJ., ,'__ @ :.=~o?TING AT INTERIOR TILT-UP PANEL .~ ADD OCC ELE' 6" I PAN CD)- FAC WAL @Y ( Request for Information 060 ~O,195 Detailed, RFls Grouped by RFI Number 5258 Armed Forces Reserve Center Complex-II 3110 Pierce Parkway Springfield, Oregon 97477 Project # 5258 Tel: (541)736-5843 Fax: (541)736-7716 tI~~iilI~i_ll:i..,,__iL .i",~_ Al1swerC'Qmpany KPFF Consulting Engineers 111 S. W. Fifth Avenue, Suite 2500 Portland, Oregon 97204-3628 Co-Respondent . ,"", '"""......_B}:ilo.t!lIrjD=r-n:.li~bjf~tt".411Ii1'tii:I Answered By Andi Camp Authol"C'ompany Wild ish Building Co. P.O. Box 7428 Eugene, Oregon 97401 Author RFI Number Authored By Tony Dean Subject Slab Pourback Dimension Discipline Category Cc: CornpanyName Contact Name Copies Notes Question Reference Detail 5/S-501. Date Required: 7/30/2007 The referenced detail indicates the pour-back dimension is 3'-0", To facilitate tilt panel layout and feature strips vs slab control joints, we would like to revise the 3'-0" pour-back dimension to 2'-5". The rebar lap would remain 25" Please confirm your acceptance of this change. Suggestion Answer This is acceptable. Date Answered: 7/24/2007 Prolog Manager Printed on: 7/24/2007 JL T _Projects Page 1 UNDER FOOTING DETAIL ~)S-501 VS-50 1 5jS-501 VS-50 1 5jS-501 5/S-501 VS-501 I """'III""" REQUIREMENTS 8) FACE OF CONC. - REF. PLAN TILT-UP- WALL PANEL REF. PLAN FINISH GRADE- 1)2" GROUT- AND SHIMS AS REQUIRED "' TOP OF FTG. ~ !LEV. REF. PLAN u.:-lo W=>LO 0::01 w(/) -J:, .!-ulX) (/) , -, ~ It ~ n~ NOTE: REF. 9jS-503 AT DOOR OPENINGS. FOOTING Al WF COLU.MN 1"=1 '-a" /J I r // u<..~V\J 6- 1D Z ~ ::::J r;:~UR-BACK " ~EF. PLAN / #4 x 3'-0" DOWELS @ 48" o.c. , / ~ ---1, ~~: i )2" TOOLED JOINT wj ~\ COMPOUND FILLER AND 1~" SEALER ~ 1/ CLR. \" \ LAP:::: Z~ , ~ ' ~, /( REF. S-002/ 'l,,~ ~ ~ 0 x x (< (<-'x'xX: ,. , ',C;;"/'; ,W; (~~~ ~~ GRADE J REF. 1 jS-501 FOR UNDER SLAB , '" C'~ REQUIREMENTS -- _.tW , .. , .', a '" ~t:::~~rr~rrt:::~' ~ '-- ___ #4x J,pOWELS I fWm II fWlI tlilir~ II @ 48 o. c. -3" . dJ TYP , / /' . __ REF. 8jS-501 FOR UNDER REF. SCHEDULE 8jS-501 / FOOTING CENTER ON WALL ' REQUIREMENTS ,. , /, CD CO NT. FOOTING AT TILT-UP PANEL 1"=1 '-0" / , / " --- THICKENED EDGE CD o \ STEEP _ AS POS~ NOTES: 1. 2. EXC REF FOF ( N -~. Request for Information 061 ) ,~~~~D v iWlliD SUl ;j:1~:> "~;~~ - aUILDiNG co. - Detailed, RFls Grouped by RFI Number 5258 Armed Forces Reserve Center Complex-II 3110 Pierce Parkway Springfield, Ore9on 97477 Project # 5258 Tel: (541)736-5843 Fax: (541)736-7716 lmDIl"ir:\~';~~ ~"~6.Jl!ti~.. ~::~,~~~ ~ I '"',I. -~-TI iiIiiiIIIJil~~:~- _:..:~~___:;1flj_._,~~~.~ .~.,~~. _""~ :)'...l.L ~,!it~fiu:It:.tl.Ol\Il*'.';.lo~IJ"~~"""lo,a AnsVIJ~rqomp~l1y KPFF Consulting Engineers 111 S.w. Fifth Avenue, Suite 2500 Portland, Oregon 97204-3628 Co-Respondent Answered By Andi Camp Auth6iCompany Wild ish Building Co. P.O. Box 7428 Eugene, Oregon 97401 Author RFI Number Authored By Tony Dean Subject Footing/wall connection, E-line Discipline Category Cc: Company Name Contact Name Copies Notes Question Reference footing/wall on E-Iine, between grids 11 and 12 (5-101 B). Date Required: 7/31/2007 We interpreted the drawing to show a continuous footing at this location. However, the referenced detail 15/5-502 indicates a thickened slab. A continous footing has been constructed. Would detail 5/S5-01, with Z bars on both sides of the footing be more applicable at this location? Suggestion Answer Date Answered: 7/27/2007 Use Detail 5/5501 with Z bars on both sides, as sketched on attached drawing by Contractor. Prolog Manager Printed on: 7/27/2007 JLT_Projects Page 1 ~ Request for Information 061 LlI ". -.,.,.._... ,.. ._ 1111 1IIIIlil..l.CJ ..~.-. .......__._,.........,~_...--..._.I_II..._I.I II II Detailed. RFIs Grouped by RFI Number 5258 Anned Forces Reserve Center Complex-ll Project,. 5258 3110 Pieice Parkway Tel: (541)736-5843 Fax: (541)736-7716 SprillQfield. OfeRon 974n ~~II:lllWi&~ ~ ~~....~::., ,.".,',.'.,'r';:y~\:,-~.'i?~':v,;::.,;;"JWIiii~~,?~";i;?T'::....;t',:;:-~_r:>:;..",' Wildish Building Co. Tony Dean P.O. Box 7428 Eugene. Oregon 97401 ',~,"_"" ' '~"~.',' SubJeCt' , FootinglwalJ connection, E-Iine , ,~....' , H' ""~ Cc::, ' ,compamy,wam., " ,'" ::.C;.j,;.l...c.t:Nama:: ,,~,~tioIU, '~. "" Reference footing/wall on E-line, between grids 11 and 12 (S-101B). We interpreted the drawing to show a continuous footing at this location. However, the referenced detail 151S-502 indicates a thickened slab. A continous footing has been constructed. '~~713't12CC7 Would detail 5/55-01, with Z bars on both sides of the footing be more applicable at this location? .S~on, Ana..,', OSE. 'DE:fA\L. '5/$50\ As SK.eR-~~~ eN ca.'~: W \\1-\ ~ B~S '&:m-\ ~AC-~ DMuJ\1\J4 ~ mE:S .J 'By Co~T~Thg. ~; ~ /(~\==::- 112r~7 Prolog Manager Printed on: 7/2412007 JLT_Projeds Page 1 ~ @' 4" SLAB ON GRADE wi #4 @ 16" o.c. AT CENTERLINE OF SLAB .f1 i\. lYP 'W @ ~, ~ . - ~ ~ S70/B FACE OF CONe. - REF. PLAN 1~" I ClR~ ; FINISH GRADE~ ,,1:1/-; " "'" ~~ ,..-' - ~ . G TllT-UP-- WAll PANEL REF. PLAN ,I )1 - )1 1~8:"'6r, AND SHIM::; ~ . AS REQUIRED )1 )1 ... TOP OF FTG. . ~ JLEV. REF. PLAN u.._O w......1.O 0:::01 ' w .. J: (I) l-u~ (/') -' )1 - ~' ~~ )1 '- " )1 .t:IOTE~ ~ I ~.I : I ~;:7J ,t<Y.'!:'''I: ;j \, . , : :~: .,:~~:~~: ~ I ~', ~I -3" ~~/TYP. 3' -O"PQUR-BACK REF. PLAN #4 x 3'-0" DOWELS @ 48" o.c. .. " ~ i ..:. .J~ .. "\,,' ',~. __ #4x J DOWELS @ 48" o.c. " ,/0 REF. SCHEDULE 8/5-501 CENTER ON WALL ~ '" ~ REF. 8/S-501 FOR UNDER FOOTING REQUIREMENTS REF. 9/5-503 AT DOOR OPENINGS. o CONT. FOOTI\JG AT TL T-U=> =>AN=_ 1"=1 '-0" C Rev! \G," FoIL G tl.10 Gj i5ef~~ lI' 11- J S S-ol tl~~!~~ - BUilDiNG co. Request for Information 062 ~"'III,I.II.I..II,I..:.I.III.I~II..._I., , lall,_ L.U .J.~.....,.I:L... I.;'........ I. I,. Detailed, RFls Grouped by RFI Number 5258 Armed Forces Reserve Center Complex-II 3110 Pierce Parkway Springfield, Oregon 97477 Project # 5258 Tel: (541)736-5843 Fax: (541)736-7716 "RFr#:-'062~.'-" .,:, '.-:;'--'C'-;: ....-. -, . ,-- - - ,- Date Created: 7/24/2007 Answer Company KPFF Consulting Engineers 111 SW. Fifth Avenue, Suite 2500 Portland, Oregon 97204-3628 Answered By Nick Saari Author Company Crater Iron, Inc. 419 N. Front St. P.O. Box 3666 Central Point, Oregon 97502 Author RFI Number Authored By Conrad Morse Co-Respondent Subject Structural Steel Questions Discipline Category Cc: Company Name Contact Name Copies Notes Question Please review the circled areas and questions noted on the attached drawings and sketches. Date Required: 7/31/2007 Provide approvals/comments where applicable. Suggestion Answer See attached... Date Answered: 7/31/2007 Clouded comments initialed 'NS' as well as sketches RS-7 and RS-8. Prolog Manager Printed on: 7/31/2007 JL T _Projects Page 1 Page 1 of 1 Jim Thomas-Building Division From: Nick Saari [Nick.Saari@kpff.com] Sent: Tuesday, July 31, 20072:09 PM To: Jim Thomas-Building Division; conrad@Nstc.com Cc: mark@archbbl.com Subject: RE: AF2RCC-1I RFI-6.pdf Attachments: RS-7.pdf; RS-8.pdf; RFI 062 RESPONSE PART 2.pdf; RFI 062 RESPONSE PART 1.pdf Jim, Please find attached RFI response. The response to the "Part 2" is the identical document that I had previously sent on 7/26/07. The two sketches RS-7 and RS-8 reflect some minor dimensional revisions that have come to light due to this RFI. Please call with any questions, etc. Thanks! Nick Saari, P.E., S.E. KPFF Consulting Engineers 111 SW 5th Ave., Suite 2500 Portland, OR 97204 (503) 227-3251 From: Jim Thomas-Building Division [mailto:JimTB@wildish.com] Sent: Tuesday, July 24, 2007 11:21 AM To: Nick Saari Cc: mark@archbbl.com Subject: AF2RCC-II RFI-6.pdf Please review and respond to the attached field question as soon as possible. Jim Thomas Wildish Building Co. 7/31/2007 ~ Request for Information 062 Detailed, RFls Grouped by RFI Number 5258 Anned Forces Reserve Center Complex..1 3110 Pierce Parkway SprinQfield, OreQon 97477 Project # 5258 Tel: (541)736-5843 Fax: (541)736-7716 m:llll'-II:Jo A',..'-;uJiC"W,;;;: ," 'l"l -"m~lIJj[oJ'.l~_4"-ll'J'..{IIlg "A~~W;~;;:-lO"'''''O:'':;;''''i';,:::~,.,'''' Crater Iron, Inc. Conrad Morse 419 N. Front St. P.O. Box 3666 Central Point, Oregon 97502 Al.ithWRPlN__ ,'Co4lMPondent Subject, Structural Steel Questions DltClptlne '~ CC:CoJnPInY-.n. ,. 'C~:Nairha. '~".~ ~n .0eItra~fWd:'l131l2OO7 Please review the circled areas and questions noted on the attached drawings and sketches. Provide approvals/comments where applicable. 8l;"~',II",:..,lIon ' Atniwe, Dat& AnlJWered: seE A' \~f Av4tJO C 0 I't1 f11 CrJ ~r;; / f'J IT! AL CY (~e/ vrjcS w E L..-{,. A5" IS~ 7 J C( / -fir (;t-( 5/j/lIZ! kprP. 7/7/ )67 Prolog Manager Printed on: 7/2412007 JL T_Projects Page 1 Jul 21 07 02:30p Cl""atel"" II""0n Inc. 541-664-2061 p. 1 CRATER IRON, .INC. 419 N. FRONT S. Kil:l: Ii · CC" I nAL POINT. OREGON 97502 P.O. BOX 3666 PHONE (541) 779-3383 FAX (541) 664-2061 Facslmil~ Transmittal Sheet . To: Company: Wildish Building Co. Attention: Mr, James Thomas. Project Manager Page 1 of Date: }ulv21. 2007 8 RE: Armed Forces Reserve Center Complex-ll - Our Job #2621 f 0/'. ~ pr:.:.r Fax #: 541-736-7716 From: Conrad Morse Remarks: Dear f.un, Attached please find 7- 8 l/2xIl partial copies of design drawings and our SK-I & SK-2 sketches. Please review, answer ALL clouded requests, approve and fax back to us as soon as possible, so we may complete our detailing in these areas. Thank you for your prompt attention to these requests. Sincerely, Conrad Morse ~-~''''''''''~''-''"' ".'c',", ~~"."'~~~~~""'~"""'M'"::::;,~ "",;..,".,.,,,.>.r~~""""""'~-"'""""~"'_ '-U'~~ f.JUl ~1 _~~:30P C,..ate,.. I,..on In.~~ '~;~ C~V ,.,.. \A \b (W ~ ~ ~ ""' . ~I ~ IJ ~.~ '\ !, ~~giW ' ~ J. r-- ]Jh.. t~ Q 1\.; ~ \:: .~~ ~l \V.J) _. \1 ~ \ "_ , _ \ ~ ~ I;l. ) ,~t J-.!t\b ~tf\;. ...... ~ ~ ~ 1 '\9 \!) u\ \b J-.\L ~ ~ \'I . . ~ . / ~~;2u't~;~ :"7~~~~' ~. ~'^ ~~ oO.~U\\b~~~ '... 8'LJ" '" 3:. . " I ) ~I Q JJhf\ d: J\ d\~~ 'i c. ' .- 2 -6 J :! v, - F' ...J:j. · ': . d,C6 CLR. ~V\ ~va~~ ~~ W12x16~' r:CHASE ~, .'. ." ~ ~. HSS6X6q cr S ~ '- K\NG POST ' . 0 cu- I.(') fa. W21 x55 [50] <* -> , L I I, 1".1 I "., "' I . ~- 541-664-2081 ^ I " ;it V p_2 1~1f~; uJ V. "V : N '--- ..... 1"')' )C. CO' ..... ;= ! 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"j,~ ;o~ ~~, .W21X55,J~]~.i ; k i S'-7 'l1_1~~ do f~ " CO~.' 'i:.r a_ ~ I ~ ' .... ' : , '0-... )( 'CO' "'\ '-- I ~,~ s' __\,'f \9 _ , 5'_p~:, :=!-7 Y&" _~ .^ ~: ': . .~ --;;Jt; v' ~ I W12x' 6 ~" , " ~. "I, ........ - , ..., W 12)( 1 .J [6] W.' ..- )C' 'co" N &....I ... ~ I, ' [6] ~ ~ 8'--0. I '" , I ; I :. I.: , I - , i I I ~ ,) ~ i I <0 ~~. .... ~, ~ -' I ~1 @ , 17.A;7z;::ri A. '- ' : ~-Io 'Z4 . - , . W21x55 (50] <*"> . ... c" , 10 (- 3- 'f >> ,"" rol."'" Jul 21 07 02:31p Nr~ Crate!'" Iron Inc. G ( / t-/77 ':::>=t'L I c.uC' ~ ~ a _\ \'J ~" ~ - ~ \ " ~ - >L .~ - ; , 1- m-+ ~~~ 541-664-2061 tp - "> I I' t'3 Y""':~..H' (. I -NS . tz'?;7 \ "" ~ . . , 4.- \, 1GtV ~*I.~: C5> o -, (-'1. ~( 1-z.'t'(P " )D ~ )' I ~ sJ )(.. ~ - ) ... :"\~.:t - t- .... I '\1\ " (/~l wl-Z~I"" .,~~\' -.J " . ".. t\. \ ", ~ \.... ,"., ....... ~~ ..... ..-I ,S; l ~ , W I'''z,~ l (P (E~ p.4 ~ \t r "; , f I , i { 1 -\~ j ~~ , i - j ~! I i : i I I I ,/ 'I., ~ t'4"" t'- -~ , \ " 'I. _\~ ~ _I [" ~ \- Jul 21 07 02:3110 '~~, ,'~ ..... 'I 15 - J ' ~f\.. \ HIJ . -:XI ?~ \J\j 541-664-2061 , p.s . - J 'if. ~ '"'" ~~ ....1.0 ,,.... O~...: ~:II aoc ,--~... --- . f ,-' -,~ i- "'""' O. Q)~ ....,10 ,~ ...... Oi~ to i If L.. a'~ ~~.... N, N r CSxB.2 i "r L I 1- . i ;~"""IA L. I L_G-Io~~ . 32G 4N 10.5K Jul 21 07 02:31p Crater Iron Inc. 541-864-2081 p.6 ..... ,,--( G o~'"\R~c..-ro~ TO ) <:::..... i f"t-';;'o ~ ~ (:OO"-"I~~r ~ 'v /' - ~ CI... ~ ~ d~ " l,f ~ I' 1"( , I ~~e " T-'--~ ___ fJ- ~ \.. ~:~ I l..+~f L ~ (~ j&oOoO- ~ . I ',--\ ~ I'<-tv~ ~1. :-L '1' ~1'1 bvJ; J W "~ =r --- .-.- '!I / iF , L . ~ c/:h c H. r '--x- ' -1-' ,4-1 tzGr: ~ !Z. ' " <Sa ~"',;J ",<- 1'2-. I L4-\<h' I~~~t:~,-,) ~--Jt_:~ . . ..._.. / ~ "ti'S>s(",.,)(.~1'2> Cf)L. ~" ve;-< ~ ....... ./g,c.D "fV _..:-1 L.IE %xSxo(.s' (-6".s.,) ~ 0/:1 J.. ~t:/tx ~ <::lOL. ! \ / I~'- / J~'- (f2~tJ~ ('O~..I,.I"k:3-~) / ~;t '-...t.... _ _ ~ o 'dervT-Y-X ~ J5~-~1. ''''''I'' -~.. COULM CAP PL flUSH wi BOTTOM OF ROOF DECK (~i::~4,~KN~) ,... -'- Y-J f'\ ::;-- - - Y.. V '---T ' , '-JOIST GIRDER REF. 12/S-601 FOR ADD.L. INFORMATlON - COLUMN REF. PLAN. bIOl:a , JOIST GIRDER ONE SIDE ONLY AT SIM. 1\' FLANGE -COLUMN CONT. WHERE OCCURS /~: COLUMN CAP Pl SLOPE TO MArCH BOTTOM OF' 'C!) "11 . ,",~D"I'D.. ""', """ v I "" "',",IV I 1 It= 1 '-0'. _ Y4 > ~ -- OWJ TOP CHORD 44LH Y4 f> "'oJ ( ~~ Puw - 'SlO4>0 i, ~;-Wf::.rehJ l I~ (j G~ IDS. @ .f.- @ . 0 TYP. HSS DRAG ~TRUT CONNECTION 1"=1'-0" " l f:<.er=, 'S6+r. ~-~b) ~ ~> J ~.&L.I~- ]' ..14- ~ "" ~ ~SS"t(Jx~l8). 1\ ~r::....l .~. "~ ----.....- '-"-' -~~,- PL ~)(4" ...,...... ,'U . 'j 1- - - - '- .,- ".. -.. -----." - ~ '.' ---- - - - .... - - - - _. 'L_ ,-~ " ,,, j", J- ,y ,6"' , ... lYP.~- . ~6> ~6 \ .. ~8~' / ~6V \G N\ ~cTO~ -=> 10 COt:>t't iC>. J .--.... N<> / \ lYP. HSS DRAG (b >< b }(:?Ye REF. PLAN L.b4xJ6 ~R-IC>S @)) ( lVP-. { ~ (<<;- c.. c: ... ~~ ~1~1@ w , ... ." n , ftI ct III , .... , Q :J .... :J o ,(]! ~ '.... . 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CXl -- ",........._'.'~,", ,I. ,', '..l: n'll'lUV ........... . . ~'- H),ill,'~ a:l~:'~: WI 71~~:r ""IO\lllll=,..........-'lI'~ ^ . ;;.t ^ : \.,J\ a LJ ~ Jul 23 07 06:24p Crater Iron Inc. 541-664-2061 p. 1 1\\ I ,,..J ~-'~ CRATER IRON, INC. 419 N. FRONT STREET .. CENTRAL POINT, OREGON 97502 P.O. BOX 3866 PHONE (541) 779-3383 FAX (541) 664-2061 50'?;,. - 'Z '2, - '?:>;-~ S ( Facsimile Transmittal Sheet To: Company: ~ pp p::: Attention: ~/{ C K.. ' SAA 1< f.J ~ 5" . RE:A 1Z. ~ D rt> f< 0:;'5 t:<. ErS,!i=fZ.UE Fax #: 1 - s.o~ - '3'(;7- fer fho From: Co ~ 1::z.A.: C' ~o e~5 8 Page 1 of 7 Date: 7/.;z2/C7 o ~". 'ZD 'P~I . Cl::::'"iu I e::.-te '...... 0 t/Ti?:.:tt "Zb 'Z 1 /~ _,// tf/f:f,. r /" ~..p- --::"':JI~ " - v cc........... r / 1L, ~\) _,,-" ' . ..-/- ~~___J'/'''' .f AG-UEO ~- Remarks: 'PL 'E?'.A,. SS:: 12 F5 V , 6" W -n-l EA.' I t'21- ' , l::> ~y-ll -p ~ J:l t- C f) Pt{E3":;. ~ t;)~S(G1t-J O(ZAW I~~S . t2. ts= Gt. V ~ e'?(l ;...i G, \! f3;'re ~ r::=- U:",A--r, t>-,J 4- A? r (2..D \J 4 ~ e-r== ~ -pr;;;:.c.l r: f. ~ D~'-f"'Zl..1 (. 'Sa ~ L s- C A>r't c-JU. So ... PL~s.e; t::-A~ ?.7AC\tL) ASAP. ~~ You ~I Yo'U2.. Cfr1-l<;.JDF5f1Z-A-1-'O'"tI-i- ~~~ ~ cc. -. !,../Il-'t:>1 S-I-I ~/oJ41- ,~~ '"1'71"" r-74 s. (~, -/'?;..fc-7-1I'=) 7lz?;'/07 c> k:01,"ZS ;-......., ~-~ , ~ ..... ALL-- ok cUC?y p/,o v,/;;e s/8 f1 S71Fr. /II XJ (?T;(rL . , 51> - 601 ror( W Il i-L{o r wn. )(,t;CJ '- ~ ----. ' { con....o.l ~ rVs-tG. C.Ol'Y\ / Jul 23 07 06:.24p "-'" .--j s- O) ~ .- II) ~.~ It) .... a ' p ,(.) ~, ~ :1- 24G 3N 10.5K T/C=7.0K ' - S 0> ~ .... It) ,~ o . ,- It) - ", u - (.J ~~ N N ...-. { @' OPP. S O>:!ll!: -- It) ~:: to') u -(.) :s=~ ~ I 32G 5N. 1 0.5" T/Ct7.OK- Crater Iron " II II -II II II I! II II /I If Inc. 0~ A TYP. f15\ 'W r II II II II II 11 .ii~ · rlT -H-@)- (!:W II II II II II " " II II II II " ". II II 1 /I II II II I W12x1 t::: ~: ~ c , )C .q .... :.:- - ~~ ....01 ....... . ~~ ~~ t- :5 ~ (;9 . . :<11 - 1- ,..;c: 0, ~r~: ~OPP. ~;:~l:. ~~ '3~O ~ ~ D ~ o ~,....., N, . ~'ft' W12x16 I rllTt, ' , 54,-664-206, ~ if ~-r'AL ~-IC.+~ D. - 1" -- , L-.~- TYP. -' ... ,.,,,,.-.. .' . .., L--4'- ' Hl6 c TYP. ~ ' r: ( l8.0K -I , 3 '0 - 0 - 0) 0) ~ 0 ..... .,... 0> """"- ~ X .- ~ CD ....... ~ - 0' - == ~ ~ - ~ 0 C ~ N N 0 N Wl '2x16 It I Crater Iron Inc. . i I ,II II '~" 15TvP.:: --R 'S-Il3 " II II II II II II II II II II " I a J sw~;:. .-J en ' ~ ,~'" ..~, O.N ' II) II II ,!3.0 II - 't- II 0 ~ 3 ' II ~ lQ ..__- .v"- ..,. II ",. /' ' V-- ~, ... II ~ Ii ' ' ~0 11 -~,' H~fG~/? "Tr'?~ Cl.4h.k~ r-? :: ~ .... \ /'0 I (' & -pfU;11 I r;;:1E; .I' . , " ~ ' /}. ~~~ ,CG Hre. Co 9-l~~- 1 !-7t,,-_&2- ",",I 'Zi<:. t;.ClJC, I='-LG,. J 11. , '-'" ,/\. ... ~ OJ'*' 1< >~r . \ -- 1-- 'e:J . W12x 6, ~. ' 21G 3N10.5fl.. I I (/)0 t' 32G 4N 10. . . I ,/ T/C-1.0K LrJ ~ TI 7.0 /-0 ~ '~ /' -~ , .1 ~ .~-- W1T<1 (0"". ,- ' 1 ~' . ',; C6x8.2 u 0 ~ Q~ I- -~ ~ ~ 17 ~~~: ~~ HIll ~~ ~'ll 0: gi I:~ i~,i~ ii4J ;~ o '" ,. //, .. '7'7' . W1~(1e ;':f" Jul 23 07 06:24p ~ B:-;-~l ;6)(a~ 'G STRUl I 32G 4N 18.0K - o en ... ......... o le) ~ ~ o N " I 'It I Go .. ,- o ' -,~ v. 'iC) ....,... ",. . o- le) . c.o ;:::. ~ ~ 541-864-2061 p.3 l?J . 24G 3N 10.5K T le= '7.0K 32G 4N 10.51 . T/C::l7.0K I I ," (_.J : 50 F Sf' ~~ 32G 5N 10.5K T/C= 7.0K , P'ktz:>t 1 A L s- T~:>4'-B 32G 4N \ , T/C='7 I I l \ Jul 23 07 06:24p ____TOP OF HSS ,.- COWMN WHERE OCCURS. PROVIDE 14. ,CAP Pl, wi SEAJ. WELD ALL AROUND -4" :..x. AT SHORT L.J1I1:.aJ HOLES) , , -c::.~ ~'.i WF BEAM j" REF'. PLAN lYP. ~e '\ (lYP ~6 / . )ESIGNATED ~ ,\ '\r ~6V (TYP. . .,....,..,. Crate~ Iron Inc. 541-664-2061 p.4 " L' 1'1. AT STD~ HOLES, W " 1~" 'AT HORIZ. """--11-..1 '11 COPE FlANGE - 2Ji. SHORT SlOlTEO ~vw ~ AS REQUIRED t ~~. "HOLES WfZ, \d.(4' ':::- , WF BE'AMS , ~~~ C\1, " ' / REF. PLAN ;~)~ . ~ ~:. J:.~: - -Yv' {~~ ~~ ~,~, ~ d ':,~' . ~ ~ :;a. PL wI l6a. A325 SC BOLTS 'lYP. ~6> ~6 ?il" ,.(, \ , \ ~ \ \ \ \, S"EAM TO BEAM - DESIGNATED ~ 'S~r REF. SCHEDULE 1 0/5-601 WF.I~* r ~ , ~RFF. PlAN . ~ e~: f +~:..;.... )c!{Cl~ REF. BEAM TO B"~ . ~ . DETAIL NfJaoIE FO " . L '1 ' ~. stiFFENER PI- INFORMATION NOT '" I SHOWN. ~~, I ,~:v, 6 > /(3) ~ 6 \S1DES \ \ ,..,"."" FULL DEPTH SHEAR PL 'DESIGNATED I XS I """" REF. SCHEDULE, 1 0/5-601 ~~"'~ .".... WI?~{J.7 Ii" !Illtt:. '-'''- ..J~':'~,......j ~~~' ~- . REF'. SCAM TO B . ~ DETAIL ABOVE FO ~ INFORMATION NOT ............. .... SHOWN. > . l ~ . ~" sri~ER PL ~~ ~6V (3) \ SIDES I ~e "- ~6/ FULL DEPTH WELDED SHEAR PL ..... DESIGNATED' XW I t< E" F" . e S-"':V Jul 23 07 06125p C~ate~ I~on Inc. 541-664-2081 p.5 ~ts I o ~~ICAL SOL TED SEAM TO BEAM . d@ CL OF' BEAM '- ~ ' I<t ~ ~ > AND COLUMN) [\j 1. MIN1"'J' ~'4,. ~ \J ' '/ /4 , ,~_ ' HOLD PL AWAY,,- w" ~ ' .". ~ ' , ' '" ::: '1 FROM WEB ., , , ----...... J/ "4, '~ \-~/rzx.4-0 " ~ 1/', 'J.m ,... . - .~ I<-ll-z..)<s.tf> ,,1-. .' . t-f. w~it-4~ '.3' . .. · .'~~ "\. t: .,~ <TYP. TOP OF COLUMN Pl.AN 't(EW A-A '.' ' , WHERE OCCURS . I ,,11" ' (; , , ~ .,"tt'40 I'" ' co. "Z ~ l;;1~"" , " . I ::! i -....~ ;.---WF. COLUMN'~ 0 ~,;' REF~ PLAN TYP. .q- ~ ,~A .[ W!.~ wt4:-. I:::i I.i:. , '1 ~\oOJLI ~~ D:: , - -'r:- ,~:..J .. t 1 V . ,." " ~\\1 ~..... I rl\ " I. I .. A ' II - ..' ("\ c::;o( , ~\ .a. ,.. pt) ~ I I A R t;'" ,_,I c -- .......... '\ ). t'\ l~ ), " % \ ' WF BE'AM I ' REF.. PLAN TYP. REF. 4/5-601 FOR "'--"e' PL TOP AND ' WELD S'"Z.' BOTTOM REF. ' , S. PL AND eo ~1"Z)(.40 tl/~:: C, ~ * "",,8: SCHEDULE eaow HOLE DIMENSIONS 14-( I"Z.-.c. X> ' , . ~ ~ RAllO · "till PL r: A / ~",/'2l<5.B~III'h 2~/+. <: 3 ~" ~ $-~WI-Z~~"'_2 ~_ ~3 *". '" BEAM TO ~OLUMN - DES'GNAJ~ X ~.s- ' . A?P/2.DV6 REF. SCHEDULE '10/5-601 "t:"1t ,I.~1- Ii , , ,'2.J TOP OF COW -r-t p. WHERE OCCURS . -k' ' p,eov I v.?c ") " r-r3(\ ~ ' A-r L.) {L~ 40 t vJ /2. 'X50 - '"""'-.. ~ j"/;-*" _ MAX. j , - '- - + _, J_ ," 'm , :,' . ' t ' I" ~, m \ , TOP OF COLUMN \' WHERE OCCURS , ' , J " , I '.~ SECTION A-A // i>/. ",.V'~0 ' .I VI ~~\ , ~ ;/1v~~' ~ / 0 I I ~4 ~ 'vv /' ~~ \ 'f'~ . () l po. . .,0',.'" J. ~ \ V \ ,L,J.' ,-' '4 ' \ V" r-_,,/ r/ '-' / I'~ \ /' # ';11- "~ ;:' 1~' TOP OF, .... CON\A"(r:.1 t:. WHERE OCCURS \::#~TESi . '~~::;)> REF. 15/S-601 FOR" :,'/::: >,'EMBEDS AT PANEl.. JOINT. ':.}:::~<.;. ".' . .". . ':-2' 'f:,',,:, ~ '11/S 601 FOR .,:" .'<', ".... . - . !~"_~:SCHEDULL " "'Y(~;;-'TYPICAL SINGLE SHEAR PLATE ~:"C.QNNEG.TION AT CONCRETE WALL ,~j~'f\:'1lgl'=1~~ON ( ~ T t AL ~~e=;-l. S -'=01 ') ,,,,~,o'>t':o~:';L1'<;;,;,:,,,,,~'-"" .., , - Jul 23 07 06:25p Cr-ater Iron Inc. \'" ~___.r . . ~~ ~ !C f ~. ~~ , \~, f D ~;t:;. " . , ~, ~, " , ~r " ':.NI' z. ~ u u , ~d (I)~'AI ~O w > , I ?~;~.;'.' , f(?GC; .r:~:',:,~,~' ...... -.}i'~<::':,,/!:<, .- /~:,~; '.", PL Jix9xH wi - ~:t?,::-, (Q) *-'x3li- HEADED :"~:;:"{, STUDS IN (2) ROWS ::i.:,{,....', 0 '6" o.e. HORIZONTAL to.......... . "l~~I/; :.: \, ...,' .r:,.;... 541-664-2081 p.s WHERE OCCURS ...' to -----' , ,. ~=e.. 17 .L. "-: ~- ~'1< I 'Z- /I~(M~)I! ~ ~"Z- l~'~ ' wi ER~TION (2PLTS IN (Sl\JIIt.LJ HOLES ~ REQUIRED 2 1/2" (RETURN TOP AND BOTTOM ' - ~A ., ~ - '...WF BEAM .- t(t.r- . PlAN :r: ~6[> C I P ~6 \ TYP. E r -'" ,". ... ~. cv (j.':::~; 6' ~' , 30'-0" (N.T.S.) ~ (2) #7 CHORD BARS TYP. ' r3 ~~ 1 r (~ I I I , I I I , ~ : x, "!' : , I I . . , 1'- - - - - - - - - _ _ _ _ _ _ 1 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ .~ ;- : I I '- r 1/ I' ~ ~XL ~"";1 RS-j · \ *, ; , ;/ /I I -_.,----------------------~------------------------- I I I I I V /}i -tl <5 <> ~ , t'l ... ,. " @ 10 "I:: I - - -.~.-.-~-"'-,----,.-.-~....~._.... '_R... #.4 ..tp.. 15" Q,c.... I I '----------------------1-----------------------__ I " , ,~ \!c;.~ S-201 PANClEL\';.v', 1-'3I-ol ~ PANEL W=29'-~" T=S" s ~ o{-s (-4' -0") I \ :; 'F.O. PIT' ()) I $~s '"':..=>~OO ltJ " o s-- ~, , BIDDER DESIGNED STEEL STAIR , " (X') ; c1s-~ I- L -.J@ r A~Tl A L FD/'J, PLAN s- lot A 7-3 I-OJ -. -'----.. ~~!l! ~ BUILDING CO. ~nS1a; ~ ....:.&.01...,1.."" .......'.., Request for Information 063 .................. - ~. .~ -'-"' ~ ..,.. - ~-,.. -- ~.--"~,","." .,~.~" . ~ Detailed, RFls Grouped by RFI Number 5258 Armed Forces Reserve Center Complex-II 3110 Pierce Parkway Springfield, Oregon 97477 Project # 5258 Tel: (541)736-5843 Fax: (541)736-7716 RFI #<063 ',- --:-' -- -:;-,-' --:---- -: - ---- - - '- Date Createa: 7/25/2007 Answer Company KPFF Consulting Engineers 111 S.w. Fifth Avenue, Suite 2500 Portland, Oregon 97204-3628 Co-Respondent Answered By Andi Camp Author Company Wild ish Building Co. P.O. Box 7428 Eugene, Oregon 97401 Author RFI Number Authored By Tony Dean Subject Chord Bars vs brace embed Discipline Structural Category Drawing Discrepancies Cc: Company Name Contact Name Copies Notes Question Date Required: 8/1/2007 Reference Brace Frame embed, detail2/S-304 and tilt panel wall elevation, panel #18 (as an example), S-201 We believe there is not enough clearance to satisfy the minimum concrete cover requirements for the brace installation, taking into account the diameter of the #8 vertical bars and the #7 diamameter (including the knurling) to allow the minimum 3/4" concrete cover for the #7 chord bars. Please review and clarify installation, Suggestion Answer Date Answered: 7/27/2007 Provide (13) #9 x 5'-6" A706 bars in one row at centerline of wall panel, allowing chord bars to run by on either side. See attached RS-6. Prolog Manager Printed on: 7/27/2007 JLT_Projects Page 1 ~- ' - - ,... ... :~~..~~~~~ . Request for Information 063 J Detailed. RFls Grouped by RFI Number 5258 Anned Forces Reserve Center Complex-ll Project # 5258 3110 Pierce Parkway Tel: (541)736-5843 Fax: (541)736-n16 Springfield, Oregon 97477 )~fl'#.:"OB3'_':'~ ~,c'" _" "."__~;".;,,,~ __,_ ,..~' _, . , __.. _, _,H' ,__.. '~' -~Oate,Cr,e',Hed~~7125/200.?, ~'~-~,,~tr; ..'., "'.:.'\'.t:'n_r:;':',' '~~::/f',<"., Wildish Building Co~ P.O. Box 7428 Eugene. Oregon 97401 AutItOt..~:" " '\,.~c.i,'~"':,?~:lj(<':':, '.. Tony Dean ,~' :S~', Chord Bars vs brace embed ,DIacIpIhie,~':'~"J: ' Structural Drawing DiscrepanCies Cc:, :,~nyNaine ' /~:-- '~<.....:,' ~.. , , , " " .' ".. .. ,:_i.....JkMf.!OO7 Reference Brace Frame embed, detail 2/5-304 and tilt panel wall elevation, panel #18 (as an example), 5-201 We believe there is not enough clearance to satisfy the minimum conaete cover requirements for the L.a...,: installation, taking into account the diameter of the #8 vertical bars and the #7 dia...a...c~.ar (including the knurfing) to aDow the minimum 3/4" conaete cover for the #7 chord bars. Please review and clarify installation. '~~i~' Anawer ' D8I8 Ari8wer8d: f~o"- \Df. 6~) it- Cf X. 51... b II It ""1t::k B ^" s ,~ 6.... ~ ~ \JlS A:r c.e:U'T~\....\ ~E. of' W A-u..- fl\W'E,L) AU-Ov.Jll'J~ G\t)E . ~ BA9-s 1l) '}t\lN ;By C)rJ E:.\~c;L -S~~ J\i\ Au-\S~ 'R s - L . 4~; ~ /i'-F'Fr 1-/Z'7-/D~ ", .ii...., Manager Printed on: 7125/2007 JLT_ProJects Page 1 EMBEDOED PLATE- 1x6 (50 KSI) CL OF" COLUt.AN__ HSS COLUMN _ REF. ELEVATION TOP OF" CONCRETE PANEL tL RE.f. PlAN ~ :~: ( ,: Ui. -c~ 1YP: ~~ ~-7 . N '2.1. \I T'(~ . SECTION A-A~~~":~~, OlDO 0 I)". a...o.e .,,'~ "R.w.\I\'S.~ 5€c.:nON A-A (4) SIDES \ lVP, I 9-,SV 14 ~......-- I I , . ..... ~ : ..........--..... ../ :~ ------ --------- , 1 I . II ~,i " , "'"-::-, ~ ,,~ '"I ;' /d AL -1A --- 9 (3) ~~CE CONN. AT PRECAST PANEL 530'-/ ~ "t" .. GUSSET PL THICKNESS. _ HSS BRACE REF. ELE.VAnON --- CL OF" BRACE HAND nGHTENED EREcnON SaLTS /IS REQUIRED *" GUSSET PL PLATE (50 1(51) , PRECAST PANEL "'/----.....,. --..... /'/ ~......---,-~........,,- ......1 0,. (', ') I !" ... ~~.,........ _ .....h'.. '" , !, , ..... .....~..,.-,.~._~.._...... '.... . f.,..,-. ...._~-..~. ,.'....-., . .;, j i i I I I ; iF:" ,.".,... .,;,,,.....,, h . _", .,.....-......_..t..........._._... _ _ .. _L ----________.. 'P-"'___ ..,._-~_.- ........... ...~ .-- -'-"- ~""'-'" 'j I " " :11 " II i o I., 0' r: ~...- -... 'f - --. -.-- "'---.... . '\ ..- .,..................-.. ...........-......-.....- ..........-....---.... I ./ , ',-_... - ..... -, ", ".'... .. ..........-...-.. II ,/ , 'i. :: #'<0 /OJ t~ 1\ , , , .~~:: - ..-,~._. .......,.~----i; '1_ f!tiPllJ ' ,." l : - .." -'" ;l" ,l 'Z'" ..' -~: "'I" ";;~iHl~'." "~~f. : ". l. ~:. ~ " '.'~;;:;;l."'.. I .. " ,,::, · -, ' '11-7", .. ,'J 61> ..." y~. . :-. / '--:-- I ! f Y. ~ ('Le-Ak.~1\t~ .. , '/I i .. ~e6-.<.J, ~s fA' I , 1 I R~r Z!S3,ot7 g.>t.~}'Vl"~ ~:~irl,. ~it~ J SZol . . , ;" j ::: ,I . . '.. - ''''''--. '-" ,- ._d.... _ _'na._.. ...". .~.. . ~WI~I)JStll' .~ BUILDING CO. ~.....r-..IIo:..,,,..il,"""~ 5258 Armed Forces Reserve Center Complex-II 3110 Pierce Parkway Springfield, Oregon 97477 Im::llti*'I!~ 1 ~ ll.l!l LlJIIIn Answer Company Green Building Services 133 SW Second Avenue, Suite 201 Portland, Oregon 97204 Co-Respondent Request for Information 064 Detailed, RFls Grouped by RFI Number Project # 5258 Tel: (541)736-5843 Fax: (541)736-7716 p~ ; IJ; ma:.. a:r. ,':lo"W'jI'(:fr.DIif. Authored By Tony Dean ._ .,~ .4_0 .....~..." _ ,...~.~.... ,,\~_ ,.>V'"""'.....",. ",~T '" . l . _,,___~, AnsvveredBy Alan Scott Subject Length of Studs, S-603 Cc: Company Name Author Company Wild ish Building Co. P.O. Box 7428 Eugene, Oregon 97401 Author RFI Number Discipline Category Contact Name Copies Notes Question Reference detail 15/S603 What is the desired lenght of the 1/2" diameter studs shown on detail 15/S-603? Suggestion Answer Provide 5" embedment. Prolog Manager Printed on: 7/27/2007 JL T _Projects Date Required: 8/2/2007 Date Answered: 7/27/2007 Page 1 Request for Information 064 Detailed, RFls Grouped by RFI Number 5258 Anned Forces Reserve Center Complex-ll Project # 5258 3110 Pierce Parkway Tel: (541)736-5843 Fax: (541)736-n16 SprinQlield, Oregon 974n E~,~ ~~~r~"" ,.,' "\"::,"i'r~>!i~"i1i.iii.:\"Y ""'''':' ". .'" " '. .. ",. ,-... . . '. '. ~ _ ._~......,,~- :r~""'- -.- ......BL~,fNJ'...~.1q~l~.~.I.t.. . J.iji_'f..tyr'C::",,?!::-,~ot'3'J~~~i_;;:\':{ ',' , Wildish Building Co. Tony Dean P.O. Box 7428 Eugene, Oregon 97401 ,'.~ ~:.ni~ , SUbjeCt, Length of Studs, S-603 : . "CI" !,....ll',.... .' '. ., ',', C......" cc~ ' ,:C,:.,!<.'....'",JW:JN8me ,'~':"""'" '~/''''..":,'.,.,, ~" Reference detaR 15/5603 What is the desired lenght of the 112" diameter studs shown on detail 151S-603? '~,ifon: : " ,~,.~.~ "AMW8r:' ~ A.........'.....'J: f@.. 0\1 \ t>~ S'I Ef"1.&Ql)N t:Nr. f.N~: c., /t<:F'FF 1 !2t,~r ~ ..~Y Pra/og Manager Printed on: 712612007 Jl T_projects Page 1 ~6> ~6 ..... PL )4x3xO' -8ft METAL DECK~ AS OCCURS L __\ t==-= ~METAL DECK / REF. PLAN ~."'.~. ,,-. '.':';';ll_~';~.'----- w' ,=J.. I ___ ., c--.. L4x4 REF. PLAN ~ TILT-UP PANEL REF. PLAN . --' r---- @ S -(, 03 fVJ. ROOF DEC.( oE~:>E\J):CU~AR TO WALL 1"=1'-0" , (, fWiffiOlSlf ~,~ ,!#,,~~,',,-, .,,; ~,,~~,~ ~ - BUIlDiNG co. - Request for Information 065 Detailed, RFls Grouped by RFI Number 5258 Armed Forces Reserve Center Complex-II 3110 Pierce Parkway Springfield, Oregon 97477 Project # 5258 Tel: (541)736-5843 Fax: (541)736-7716 1I~~I!_OI;\f--"''''''-'. ,H -" ~~.~~_..... Jib.LlsJ:ilI~~i,~l~{ejif..(o!~ KPFF Consulting Engineers Andi Camp 111 SW. Fifth Avenue, Suite 2500 Portland, Oregon 97204-3628 Crater Iron, Inc. 419 N. Front St. P.O. Box 3666 Central Point, Oregon 97502 Conrad Morse Structural steel questions Please review the attached questions and sketches from Crater Iron and respond as soon as possible. 1. HSS sizes @ grid 1 & grid 22 between B&C are correct. 2. See attached RS-7: Provide 16 ga bent plate for roof deck attachment. Prolog Manager Printed on: 7130/2007 JL T_projects Page 1 ~ Request for Information 065 II 11,1, I ~III 111111111 1.__II__I-...r Detailed, RFls Grouped by RFI Number 5258 Anned Forces Reserve Center Complex'" Project tI 5258 3110 Pierce Parkway Tel: (541)736-5843 Fax: (541)736-7716 Sprirmfield. Oreqon 97477 _~dl:J'~~W~~:17.....i:u'.i.:\t""i\iilr''.''\'f'. '\tulii:"'~' -- -~"Ji1~t*!:F~""~:~I'i.ril~~"'~)'~~~Il~_.....~.iiDJrlJl ~.~'~i";:':';'<'<?:';;;~:;:-:!~.\f~~t"'<::'!t'~~~.~~:~~t,':~3~;i'~!:.;~i~;~.J/"~';"-':"'.: Crater Iron. Ine. Conrad Morse 419 N. Front St. P.O. Box 3666 CenIrBI Point, Oregon 97502 :~_~~':;t;,"'",,: CORl.~__" ' .~.:';..: :, ,&Ibjed", ': , :' .' Strudural steel questions ""~: . . .. :. ..~ " ,':,.,'....~," 'CC:,:..~'...- ' -:/~":'" ,~:;_...~,;O:';/<,...,;, :: . '~.. ;.~~ . "', ." au....:"."" ..':., ""- :",:, :",...., .. :..' : ..' ;.,'." ,,'" -, .... " ";.',12iifiil:~!\"" Please review the attached questions and sketches from Crater Iron and respond as soon as possible. ' , , . . :~ Aa~,:'.' < :,:__il~~~;.....;;.JJ:" e 6l2J.1:) \ ~ cSRJ.ti 2.. 2.. I. \--\ Ss '&\1:C::S Cd<<. e.c;:{'. BE'f'v-J E:c..>J 'B +' G f>.?E... 2. &=r-: rDR. A--rr ~D ~F ~E;-c.K: "R s - 1-: r"Ro '-i \. t> (::. P(rr AU\ME:N T . tk. G{>... -oSl'o-lT ~ Ar<D: ~ / t:lf'fF "1- /30/07- Prolog m,..,..."',.." Printed on: 7/3012007 JLT_~.~;.... Page 1 Jul 30 07 08:49p C/"'ater- Iron Inc. 541-664-2061 p.l CRATER IRON, INC. , 419 N.. FRONT;'lftGIl:I + CENTRAL paINT, OREGON 97502 P.O. BOX 3666 PHONE (541) 779-3383 FAX (541) &64-2061 S7>~- Z"Z7 - -27-zS I Facsimile Transmittal Sheet a ., To: COmpany: K'F F P Page 1 of '2- Att ~. ~c tL 7kA1Z I -p,=- Date: 1/%/07 9uuun. ..1 -- · , . oBt,4-~ 'Pl>T. RE: k~"",eiv ~er> 1Z~t:rJ2U~~lcrlZ _ D~"1{::. 'Z~el Fax#: \.... ~'>- 'Z"Z7-"'7CY ce.O From: e tnJ,rz..A...o 'f.-'lD1ZSG //;;p. ( 17~d'1 \,'1. Remarks: P~~5 VT5-f2,.lF--Y I-r:~~ 'S>I~S: @ a."(Ztc'- .. c:a.e~D '2'Z ~.~ c;;,e to'O:: e>.zf- c. _ t:/~{~,J ';J.kU!,Y30 ~-/O~A 4- S- 'o~"" ~~o I CA<<..S FP-iZ.... 14'SS t-~~b~3-/~ 1'. G/Z:.JO "'2~ @ D/S~'"3>o1 "" CA,U-7 ~ kt--:..S 1t-)!..lD \Co t/"Z- .. ~.. \ '1. P~C'if A -r"P' eo \1 & t.b lC 4-x: ~/~'z( o'-~ @ v'Gf2=rt CA l- # DV12- ~~- 'Ie. C~~e6~ TD I J<'etrF 0 .w.J Dl"'7,r J c. "" It TZ> '8-& Ce::; '. lLhl-bl?~ ck.J....... .;..;"..' ~ ~ S '!==--.Q y; ~fI,- 7A?b_ J' , I (, D'S ',s.o ,..;;, . .. .Jul 30 07 08: 49p Crater IrQn Inc. 541-664-2061 p.2 /.' \ {pl- ~,z... , , .A-rz.~~ ~'7~sr ~~ ~/~07 I ~".,~~ .sf-a ~ / - 1 '-qL.~ / StL - (e.. f3.rr - ....;- ~~~1' !l\lJ .-- ow.To 6r / I . . . -- r:--~ , ...: pl:J#..e;tf ~ l~ I 4- tzvo ' _______ / ~ 'P,zv li8 ) ..--- I C b~9 ,~ ,1 ,/ / .- ,If P'Lt? t'/'P ) ./ "" ' ., ~ I _ "---=t ~-.... ~ LIP }cif-x ~I& ~ e~ , '-k,. -i ~ID. P IPEi- I II ~r... ~ 1"7z.I 1Z.PtrF t;;:> s=e.-K- ~ Va V3-12 31> ,~ S~CT - :x- ft<-eF- ~,~ os .1~ r~.. '\ l' "5 -bDfa ) 8 c:.kr 01'<'-<' f\",", ",g k>t> L.c.NN. . ~ ~ . Request for Information 068 II ..'.....1 ,;11'. '" .1Ii"","".l~" ...~". I ".,... .lI.l I io; . . ....1... "',.,I~ I.,...; I 1.1;. . I. _l.. -' ~ 10."1&............... ..,,;..... K:.o......l.... .-.o..J.., ... ~,.... ....Ill...... Detailed. RFls Grouped by RFJ' Number 5258 Armed Forces Reserve Center Complex-ll Project # 5258 3110 Pierce Parkway Tel: (541)736-5843 Fax: (541)736-7716 Springfield. oregon 97477 .: II Witdish Building Co, P.O, Box 7428 .J:::~. O~8f.l,,_~?~Q~.__,__._________,_.______ Reveal \IS Rebar Issue Many of the tilt wall panels have intergal columns with reinforcing steel running vertically, with 314" concrete cover, The rewa! Sfrips run horizontafy, ......v....these columns. It is impossible to maintain concrete cover between the reveal strips and column rebar. Please advise, r~!Iii~~~~~I~\, MA I t-J T A. , tJ -;3 / y i( C 3 lJ E;e LO !-oNel (vIJlllJAL /<..f?/ItJP: A J r< e tle;Q L S A ~ 1O 0 P F ::; E I \ IE<; pn DJ/L\ tee-veAL ~ ) t'f: /2) - q A 7TA?4W NI c Lr SAIl/C/ ?C Iff 0/2~7 Prolog Manager Printed on: 81212007 Jl T _Projects Pagel IOZV -- - . " .. . - .. . . . - ". . . " . . , . . .. . . . . . . " ," ". " . . '. . . . '. ". .. . . . . ' . ' . . . . . ...~, . -,...... . '1~ -. .......-..-., ..- . . . . . .. . . *. ," -',jTITIJJ . ...,......,~.~. I " I OF PANEl !5'-~- I OF PANEL 25'-~" (4) in.- CHORD BARS TYP. @ ~ 1 I 30'-0" (N.T.S.) REF.~ ' PLAN' , r~" "- TYP. 7.- U.N.O. I (N.T.S.) I / b~ (2) 117 CHORD BARS TYP. , , j ~ 'j ; i = ! I .~ ' 1 t 'I I I " I f I I I I I I Ii I ----- --~r-_ :\,., . ". . ~~<t!O.<._.lI,,~"-""~".,..,"'"~.,.~'f' ~~~~ :U$1 ~ 1'~i~ u d I ,I ,I ~I t I ~ I :Wl r- . 5-5ln I ~ @ to ~ , ~ N " , ." I t I I I , - It " ~~-:-~-------------- ~-----"r F ~~\ 14 C 15" o.c. I i ' , -~-~.----------------- -, . , " [DJ PANEL W==30' -1138- T=6" Vs taL- TILT-UP PANEL PIER- -- #3 TIES AND CROSSTIES @ 6" a.c. Q. ~ .- ~ \2v ~~ 1 ~ .r; G - cr .~ ~..,J _ ,0 ( ,.. REF. ELEVATION '\ ~ < ;-( 12) #5 VERTS FULL " HEIGHT .; .. """-_'_":11;,1,1.,.",_'.1.1,' "., \ ,. . J/., . .. ~ 1.('1' olWolfW'/I, ~iAL. @S~3 TI'_T-UP -P;ER J:TA:L 1"= 1 '-0" - I ... ,~... . ,., '....". "" 00_",., ,,,., _,... ',.__""''"..'.~..,...,.. 'H... I Project ..... , Locofion ~!!/IJlM Consulting Engineers 'Client Portland, Oregon I ~ ~ " '- o , "" q L ~('Je CJ:>()N~ E'i1L '" " " /il " )oS /, --. :=~~/ I ~ ~ < / ~.i< .B ") . ~ ~, .-J ~ W i <(. w ~ Iii -\LC~ t- 0 rr.~ - ~ ":J \- -~ .j- '-..J<. __ z........ .t'\ ()o ~ (- ---i ex ~N - I By N S I Dote'f1 /'1/ 07 I I I Revised , Date ...." " '\. ." <E9 CC) ~. ~ ~ ~ -q c , Sheet No. ,f)'-l I Job No, I '.~n~VlSIII ~ BUILDING CO. f o~1QJ j liLo~~"""'" Transmittal Cover Sheet ~::tt~_-=~!lI:l"~~UI. Jill ,II!o.I.~ _ . I II III ...". ... J ~.. .,~_. _ LI:' ~ oll .:.......L:..",;..,.,~ .,,~I. .. Detailed, Grouped by Each Transmittal Number 5258 Armed Forces Reserve Center Complex-II 3110 Pierce Parkway Springfield, Oregon 97477 Project # 5258 Tel: (541)736-5843 Fax: (541)736-7716 'Date:_.--8/22/2007-:-:-";:'-:":.;:_._-_"::',-::';:"_';'-,::,:_.:..._,~...:::.. -_.--.:....;:. ----:", '.. '_;=-:-~':: -:-:"-:-;::~Ref~ ...,0290: Transmitted To Andy Elliott Meadowburke Transmitted By James Thomas Wildish Building Co. 3110 Pierce Parkway Springfield, Oregon 97477 Tel: (541)736-5843 Fax: (541)736-7716 Tel: (916)920-2876 Fax: o Acknowledgement Required Package Transmitted For Information, As Requested Delivered Via Electronic Mail Tracking Number Item # 001 Qty Item Request For Information Reference Number: 069 - Date Created: 8/7/2007 Description Tilt Wall Panel Questions Notes Status Required: 8/14/2007 ; Answered: 8/22/2007 Cc: Company Name White Cap construction Supply Farwest Steel Corporation Contact Name Marc Lesher Kevin O'Brien Copies Notes 1 1 Remarks Please note the comments provide by the Architect and proceed accordingly L I /1' ..-/-- Signature g .. "2-" . 07 Signed Date Prolog Mar{gtfer Printed on: 8/22/2007 JL T _Projects Page 1 -IWdI!I)JSHf ~ BUILDING CO. _L..I(1l11 I.., '"' ...:;Ir.;.:..;... Request for Information 069 ._---~--"'.. ."~ Detailed, RFls Grouped by RFI Number 5258 Armed Forces Reserve Center Complex-II 3110 Pierce Parkway Springfield, Oregon 97477 Project # 5258 Tel: (541)736-5843 Fax: (541)736-7716 ~~~'::IIi:JWlil~11 .....- '111'11 .~,~ Answer Company Barrentine Bates Lee, AlA 200 North State Street Lake Oswego, Oregon 97304 Co-Respondent ...~,:.;;.;.~;.::~.1.;."" '......;,,"~.. _ - _.: ~...:;.~.~ .. "1.,." , '. ~<. Answered. By Mark Danielson -.-, -.-..--....-.'........u.."'__...,..'" ".... ",., "1f.riOi:lflOJ.:I(:1,iIIif;),/...XI\i;M Author Corn pany Meadowburke Authored By Andy Elliott Author RFI Number Subject Tilt Wall Panel Questions Discipline Category Cc: Company Name Contact Name Copies Notes Question Please see the attached marked up drawings. Suggestion Date Required: 8114/2007 Answer Note the revisions on the attached copy. Date Answered: 8/22/2007 Prolog Manager Printed on: 8/22/2007 JL T _Projects Page 1 FROM :WILDISH BUILDING CO FAX NO. :541-736-7716 Aug_ 21 2007 06:40AM Pi ~,<"""""" : .' . ....":- . . '. ..' ~ e 'II. ,. J:. Transmittal Cover Sheet 9,zl~lJ? j11 AR.1L-- Detailed, Grouped by Eech TrE:1nsmit~' Number 5258 Armed Forces Reaerve Center Compl~l(-Il 3110 Pierce Parlc.Wl'IY ~1J"ingfield. Oregon 97477 Proj~ct '# 5258 Tel: (541)736-5543 Fait: (541)736-1716 ~- Transri'dtllBd To . Transmltted'By' Nick Saari James Thomas KPFF Consulting J;:nginl'K.!rs Wildish BUilding Co, 111 S.W. Fifth Avenue. Suite 2500 3110 Pierce Parkway Portland, Oragon 97204..3628 Springfield, Oregon' 9747"1 Tel: (503)227-3251 Tel: (541)736-5843 Fax; (503)227-7980 Fax: (541)736-7716 o Acknowledgemunt R~quired Packag~ Trllll'1tlll'l1ltted For Comments Qeliv_l"ed' \lia Electronic Mall . -Tracki"'9 Number Item'" 001 c:ity '.Iteam 1 Hequesl Far Informatioll Rell'elrelllce ' Nl.Im~r: 089 - Date Cr61sted: 8/7/20C!7 Contact Name t)e"erlptlon 1111 Wall Ponel QlJestiom; Notes Status ~9qlJlr8d: 8/1411.007; Anllwered: Cc: Companll Name Caples . Hot$$ Remarks PI~liIse respond to thfl attached questions as soon as possible. J.j ~ 1/ -kPllA,;>",' ~____.___ ___. , _,_.. ,_ , ./. Signature p;;;;' .- ~;;~;;~:"--""'-p;;~i~;;';;-~:- ~fr~ooi " ... .JL'I"Jl>rDJects _ fJ..-:Z: 9.?__ Signed Date PliIge 1 FROM :WILDISH BUILDING CO FAX NO. :541-736-7716 Aug. 21 2007 06:40AM P2 .~ Request for Information 069 ., .I ~~. -"".",,,,-~._.- ,- - '" --.. M4.!hl ..)'''''~"'''"T-''-. - ---..- -.'-.=:; ,,~.~._ :,,' Detsiled,Rrl~ Grouped by RFI Number Project 11 525$ Tel: (541)736-5843 Fall': (541)736-7716, Co,;,R~p'cndef'lt .. ", . .Author RFI Nun,bor Subjel:t Till Wall Panel Queslions Cc:,: .: e<impaiuy 'Name DIscipline Category . C...,.i....t Name Copies Netes Que4tlen Please see thsl attech~d marked up drawings. 'SugSl8e:tlon Date Required: 8/14/2007 Al1s\IIrQr' 'Date Answered,: Prolog Mansget'" Printed on: 81712007 JLT _Projo;:cts Prige1 TOP OF PANEL El. 20'-1~. , ,,- M4 R ,rJ.( i ! ! t< (2) 117 CHORD BARS 1Y? I , i , l' "I vi .?'~c; 2.'kJ .. . , I ~ 'I' ' ,'"\ , Ii I i1it A , 1/ 0 l -b ~ 1 j~t! ~" II ;;ll~ D J)oO/L. "f1UfYY\t (rZr<- ~~l.! WI~l\e.- /t ~7 '; ." ;u '0 3: .. E: ..... (i) b U1 I tI:l C ..... r t:I ..... Z Q n 0 &,4- @ 15" D.C. ~ ~ ANEL 5'-2~. "=8" / ." D X Z P ~J ; ... u o .. ()J A .... I -.J 0J 0'1 I -.J -.J .... 0'1 : N @ Ln 'tl: I' ) f D j: .. 'fl' [\J .... [\J (S) (S) -.J (S) 0'1 .. 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"""'- ' . r. - FROM :WILDISH BUILDING CO FAX NO. :541-736-7716 Aug, 21 2007 06:43AM P16 ~ 30' -0" , '-.,-.-. "'-'--7;. \N.T,S.) " ([0 l ~ - , -- ,\,: ..--- '~ I I I I I I I V /'~ -- J, " " L--.___ II , " -.. .- .. -,-' - - - -. -. . , - I I - - .., - - - - - T - - -. - .. - - - - - - .. I I o d {><~ '3l_0 ". ~K -- --- -~I' , I} W I , -~) : :~ Pea. Albl(..:.:r.. :.r... C"..u,-': ~ I I #4 @ 15" ~c"_ ,,'.,., I ~ o @ 11')' qjo ., I.,. I -, -- -- - - ...- -- - - - - - - - - - - - - - - - - - - - - - -l- - - ,. - .. ., I I Q] PANEl. W=~9'-11J14N T=S" S2.03 " o .... ~ ~ .. - ~ ;. (' fu~~o I (N.T.S.) ',4 I! :~ ~ ,:- ,. -~ r -.. - -- A d d ;)t I I! ~'- ; !~tmn!~J!f ~~~ - BUilDING CO, ......."" Request for Information 070 j ----I<JiI Detailed, RFls Grouped by RFI Number Af1'N ! {JifYI fJ. ~ D 5258 Armed Forces Reserve Center Complex-II 311 0 Pierce Parkway Springfield, Oregon 97477 Project # 5258 Tel: (541)736-5843 Fax: (541)736-7716 ~:.OIIi;ilt!IIIIJrlf_l~,.. "l'l1iIU~,I.I!n__-- 1II.11! !llflf!!i_I)!!1SL'-IflIlI''''"~I!I'~!!IIIU''''''''-'''''-lIhlt4L1f(:F-Ii:t.fIIt:''I,...(iiIJr. Answer Company KPFF Consulting Engineers 111 S,W. Fifth Avenue, Suite 2500 Portland, Oregon 97204-3628 Answered By Nick Saari Author Company Crater Iron, Inc, 419 N, Front St. P.O. Box 3666 Central Point, Oregon 97502 Author RFI Number Authored By Conrad Morse Co-Respondent Subject Connection for W12x16 Discipline Category Cc: Company Name Contact Name Copies Notes Question Please review the attached field question from Crater Iron. Suggestion Date Required: 8/14/2007 Answer Connections per 1/S606, typical. Trim horizontal leg of angle as required, Date Answered: 8/8/2007 Prolog JlIlanager Printed on: 8/8/2007 JL T _Projects Page 1 , e ~~J Request for Information 070 ..J .........,...~ ..,.... .. -~ ,.~...~ .,........ ~. ....~ .,,~.,..'._^ Detailed. RFls Grouped by RFI Number 5258 Anned Forces Reserve Center Comp/ex./I Project # 5258 3110 Pierce Parkway Tel: (541)736-5843 Fax: (541)736-7716 Springfield, Oregon 97477 . :;;;;;;..~ Crater Iron, Inc. Conrad Morse 419 N. Front Sf. P,O. Box 3666 Central Point. Oregon 97502 ~;,"FJ~_ C~pondent ' SUbjGct , Connection for W12x16 'DttClpUn.~.y , cc:company;Name COritsCt\Namec~:,::,.. ,,~ Please review the attached field question from Crater Iron. S~on '~'~.8M4I200r Ati....~..~ DatlaArlswer.Dd: Co/V.N, /e/Z. 1/>6'0 6 T7P 7~/m kOIe; L .. Lee Or A /((' t:" t-C ~<; )ft?QU/~W. (Vt {q' S/l~!t I I(f/Fr eft?? ProIogManagw Printed On: sn/2007 JLT_Projects Page 1 AU.,g 07 07 08: 2710 " Crater Iron Inc. 541-664-2061 p. 1 , r RATE JRON, JNC. ... ". _M'__ __,.._. ,_~... .. ~.,"".., _"... ..,_. .. 0"""'" __ '."__".,._..__. __._ _'_'~ . .. _ ....... _.....~... "'.' . ..." 419 N. FRONT STREET -+ CENTRAL POUNT, OREGON 97502 P.O. BOX 3666 PHONE (5411) 779-3383 FAX (541) 664-2061 So'S- -Z'27-?'"'Z. S I Facsimile Transmittal Sheet a WI To: Company: 1< J-"-; r= Page 1 of ~ Date: 8/7/0 7 {) Z?>f", 'ZS V"D/ . Attention: f-.l Ie ~ SA A r-<-/ I P.5-.. A e31->e:1' ~ r... ,2e.e;.~ _ r .w-::.,V-.;iIL _.PI tzG5-'='I4-.vEf Ct=:3-I-i~"--' .... ~,_ ~ G;., RE: Fax#: So >- "2"'27- '"7 Cf go From: ~'r-L~ M~Se:- Remarks: j?L~5 f"ftZov IDc C~ -v-J~S. Ft:nz:. W'~"""l<a I () ~"2. K DW r f \M /7.-~L~ ~ C '=:>)<.. g. 'Z.. , G.Er?-t.~.... IV C z> '-"7 t--t 0 1--1 'Z ,.. L. K. ($J ~ ~.. P~~~5 tz::=-AY" J~CK- A-SA p- 1~4Y...- l~~ YOeJ'1' / ~. J ~~A-CJ c Co -:. 1A!/Lbl<7J-f. c/o J~.:7-::' I};:!;), -,'-'l 50 ~ X". ;. + 1- 7~ '- '7 t ~ -.......""~....--------~--~--.--. '-~"""--""-'-.""'-'--""- 5'-0. 5'-0" 5'-6. f ,J ,I- l' ~ ~, ~ . "'..1 c . cc '~~'" c. "'fLH (350/19 ' , . .. ,C'''~, '",- -- "..T!~~K, '" _ '. ,.__. _" _I_~. .-.,'n . .~ ".~:. ~~r;~]~~"~-T:-' -~ r-'- r' '-~3:'(:J~~:; i"-i .... ~ TirC"""'7~K II \ ! IT 'C=1 ,75K I .... Z - I, II ,,., "'J ~ 16/ (J50/90) 11 I I 1 (J/l90) ; r,rc";1.1~J( n [T/c-1'I,'5K ] II . 'i · W14,.n HIG~.: : : ~ ',8x35IH/GH ' ,'..., '~.....W14x41{lOW::: ' :2 ~-'- W18X3S"'iow II on~. " "TI II II II " J I II , -- II . " 1/ " I .. ~ -. .J. , rl 0) c -"",_. ~_,_-.-_~~~.~~ -",': ~ \'_ , _ " -- ..~ -- -.---..------.., ; (I) I . ~ 111!~ :: IX , l *"~~10X6W4 .. I, ~ -".-r :, '~-o. I , 110 I ~~~ ~~l3i: Czl; ~am r - . I J!leJ~ m~g I 1;20 r:-cnO I ~:'1a ~-i~ r Omi: ab1 I zr--> 0 I. ~d I fY1::r I I I I I .1 tN J\) G') .... z .... o bl " 22K (350/ ,m T/C=1.75 ... I V\ I - t) t \\) ~ ~ " :D' 'l: n s~ , 0 8' -8 · r 5'-0'" ., ,5'-0" 5'-0"" 5'-0" .; 5' -c-.1 ."7 ' f ,; F 0 -, ','- J 161< (2~()11_30) T/C=1.75K en + ... I ." (I) .fl- , I'\) o -(I) ... 281< (330/130) T/C=1.15K 161< (260/145) TIC:; jSK 281< (360/145) T/C=1,15K 16K (290/160) T/C;';1.75K ' J\), OI!.; c!,i , -' 2BK (390/160) T/C=l :151< 16K (330/175) T/CmljSI< ' -F ,! ~ 281< (430/175) T/c=1.15K 1:1 . I'\) "DV f.u:.n/,On\ I A,~ 07 07 08:28p .J..!\:I dfo". I I U.Oi'\ ., . Crater Iron Inc. · .l d~- ~ 1-:_1 ;~ ~ - .......... . , ~ ON . 't II) /I : H08 a~ , ' ' :s ~ ~ ~ ': ~:- c; ~ )C . , ~ . .... ~ 6~ ...... o C>>.~ ....11) ar--; 10.... an ,(.) ~.~ NO- N i I 'il" f:i\~ ,i f,;~ : CJ'~ . ,i k ;';:' · HSS6X6~~~ '~i Wl2x , :,-----------.J ~c..-- _... ___ , ~ ~rtS ;~ I ........:..... .... 0= . ~:ii : fil -.0 ~ ~ .;:::- 0:: ~~. m , I 32G 5N 10.5K 32G 4N 15.BK ~.'~' 1"' 541-664-2061 p.3 w a.. 9 CIJ EL : '/~~ / 32G -~ It) ~~ 10- ,." , U -'(.) ~:~ ~: I : LaJ a.. 9 en f - v "-- :'\ P"L.l:fJ,~ SEE P ~ ,~t\ IJ ,. oE5 Ct)")4.(4,i-t. ro -2~K. v~ .....-..........' \ \.~ \ '- 32G 5N 10.5K 32G 4N1 O.5K }L~ . . 50; PSF, i HIGH ~.II1nf4]]l[,J: ~ ,AND " I ; LOW , 12' -0" 11 L : , :,.[ i ~ : ~: o~ cn,~ .....11D ,;.... o.,~ , In .- .." . II -0 ~ ,;:::- ~i ...... :;t .0 ;...1 '- -, o cn,~ ...-:'10 ;::11 ~ ~ r5( It) ..- cg nR ,(0 (.) 'CI) ~, ,CI) N I:- L_'J: .@. l..." ' " ~~..~_.._.._~==-----,-,._.._____.".~_.v__~._..,<"'___,.._."._.._'-'~--~ ,,~. ) , . ,.....,,~. ....,. .:..................' ._,;.~__..._~_.:e... It~' . I 32( , ~17107 'S-JD4 c. Mj;f~DJSH1' ~ - BUILDiNG co, "'~"'" , ., .. . ~... Request for Information 071 ~ ~~, -.~ Detailed, RFls Grouped by RFI Number 5258 Armed Forces Reserve Center Complex-II 3110 Pierce Parkway Springfield, Oregon 97477 Project # 5258 Tel: (541)736-5843 Fax: (541)736-7716 ~:~:iI':Salt1l~l'lr"'t"'''i!r:;':'ilII.:w-'Hil'~~j';;jfi'ii:~~::::~m.1:.~~T.:~~1-11~rcJmr:r.q;'m"~'I'ii Answer Company Answered By Author Company Authored By KPFF Consulting Engineers Nick Saari Crater Iron, Inc. Conrad Morse 111 SW. Fifth Avenue, Suite 2500 419 N. Front St. Portland, Oregon 97204-3628 P,O. Box 3666 Central Point, Oregon 97502 Co-Respondent Author RFI Number Subject Revise canopy columns Discipline Category Cc: Company Name Contact Name Copies Notes Question Date Required: 8/15/2007 When columns were changed to standard pipe from HSS x 1/4, design detail 7/S-601 needs to be revised, Please review, approve or supply revised detail for this condition. Suggestion Answer Confirmed, proposed detail is acceptable, Date Answered: 8/20/2007 Prolog Manager Printed on: 8/20/2007 JL T _Projects Page 1 FROt1 : CJILDISH BUILDlr,jG co FA~-< r-lO. :541-736-7716 A'"Ig. 138 213137 134: 11pr.-1 P2 Request for Information 071 , ".. Detailed, RFls Grouped by RFI Number 5258 Armed Forces R8$tfrve Cent6r Complex-II Project # 5258 3110 Pierce Parkway Tel: (541)736-5843 Fax: (541)736-7716 SprinQfield, OreQon 97477 W'lflJllOU"W -'If'.... ,.,~."'.;""..."_..."'""""_-r- !~',. 'i",:IJ;,.,,~ j.;"l'lllwe)'!:Q6mpDMy '-:An8iw!)i~d By Author'COrtlp"riv Crater Iron, Ine, 419 N, Front St. P,O. Box 3666 Cen_tralJ.C?intlOre{l~n 97502 .Autlior:~~IN.umber': .' :Jj,it\',i.,j}i;;\P';:,..;r;~,.:.,lm~C{1i'f~r~ AiJthoredBy , Conrad Morse ;,Co.R~~"ahd&tit , ' :Sub}l!()t, ", Revise canopy columns Dhlclpilne .tatoQbry 'Oc;:domj:)':li'iy.~-me' -Col'itact Nama: ' Co'plolil:NoteR . Que1Jtt<>n.' " "tlateRequlred: 8/15/2007 When columns were changed to standard pipe from HSS x 1/4, design delaIl7/S-601 needs to be revised, Please review, approve or supply revised detail for this condition. Sog'ge-lttlClr(" _: ' :'(i1&'wii"::, " Date Anflwer8d: C 0(0 'f~(V1 tiJ) p (2 'D (/<:>..5 'G-O .0 -e-n l \.. lS Ace e-fP17\ a Lb . ;VI C-?( S/l~R ( kr~(( 'B/lO/O( ,-.' Prolog Mb":J(JGr PrInted on: 8/812007 JL T _ProJl!Ict~ pa.ge 1 ,~~~.~~~-~^.-::-:-::.:.~~'::.~,~ FROf'.1 : U ] LD ] SH BU] LD I ~,IG CD At/'f; 08 07 10: 04p So,>_Z?7-~"ZSI To: Company: Attention: RE: FAX ~,n : 541-736-7716 AI.l9. 08 2007 04: 11Pf1 P3 Crater Iron Inc, 542-864-2061 p, 1 CRATER IRON, INC. 419 N. fRONT STREET .. CENTRAL POINT, OREGON 97502 P.O. BOX 3686 PHONE (541) 779.3383 FAX (541) 664-2061 Facsimile Transmittal Sheet /.~p yr N t c.,t.. ~"'4-- A r-z. I .P."5 . , Ar:::- r.;z c - PN745'G II: C'O~~'2b'Zi) Page 1 of '2- / Date: 8 / ~/<{) 7 Jo I, eo T?p T Fax #: . So 3 -- -Z "-~7- f , ~ C) From: c ~ e:-A<-D 'f-q tr{Z..5-e, Remarks: WJ+t;;-/-J C.eLS. W'E51ZF.5 C~.tG,-'6-P 10 S+~D.~ PI PEE ~ J--Is..s s'd x. //4>.. b"EE-"?lbN- Diii:-7~ 7/S-bO I / r--L~ '5 T"O f?;. t=: [2:= V l S. q--"D- Pt-"lG~'7f3 ~c:;\JL""7~ tz 'G \) le5'~f. A.17r'f20 U G erf2- S r/P PL. Y , / D~ tl- ~ -rl-t'/~ C{7-Jl-i, C> ITIO ~ - '1l4;~)L f'tpu- / ~~)~_.~ c C".. I/vtll. 171 s.-l-!, C' Ii? ~ k-r-1 ~c;:.,. ~-4''S ~~ 54-1-7~b- / 7L~ -=--~~~.!l,:~~";";':"'~";"-~_'~~'~____~__~__"'---~__~_~ _ -~"-- " . FRm1 : I)J I LD I SH BU I LD I t.jG CO ,~\~ :J, -.0 \5 ~. '1~ tl~ ~I}\ ~::t , ,'.-- '_.~ ...-"-N...} \'-"__ ,.I -~: ~ I ~.-- ,. .' ~'4... \- 1\ L - -;,:-::..~. " ~:'"~-=~\;;>=:"~'\' ~ \ I \ I ' \, --...' , ~ ' .,.. ..---"''-.' .____,...h... -- --1-' --.', ,-'. \.' - I,'. ,l\ ~ ,~ '.---t~ . , .\:1.' " .'- ._, \'. "'~.:.-::,,:/ \ .. .. . -'M~-'l'~ ~ ...* ~ \1 ~ ..J .:.I. t', ~ \b ~ "t- V..t~ ~ ~ lJ\~ \LJU\ J ....~ '^ ;:J: , ."'1 . (. , 1 \J \' \~ ~,\lJ };\ ~I- :i ~ \ I ~ IX \; {) \J ., \i <1L .4 .,.... ~ _,I o ?<- --f} ':L ~ .~ ' \.-\\- ~'d ~\ .9 ., s '--k J-\ T V\ \.IJ ~ \ 1902-~99"l"'S I ~ k ,,.,I \,;.:::..~ -.- -' FA>~ t-lO. : 541-736-7716 Aug. 08 2007 04: llPf'1 P4 lb ' ,~ -t! ID ~.J\ ~~ .~ Xli' eJ ~~ rv\ ~it 'iT 4. '-::l ~ ~ ~ \J\, ,], L~ .s \t r , '. , . tf'I~ V'\ - ': h:-..~ ..::-:::- ~:v. -, -~ r0\ ~~~ 'I .- i' ,-..._....._-~-,....t, ~ } , )::----,-1 I \~ ~_ -=::~ I ;:. It " .. ~ , ~ I' '1 l' ~ , ..1\ - b.. , ~ I () _ ; 0 ,0 ~~ , N . r II" /; ~ ' \J\ ir ~ II )-.' ~ PIJ\ -:-1 ~ ~\~~ ~ ;, ~ \ 1n U' ..... / II ~ '^ k\~ ,:r /,;" ~.' 1.11 (".~~~.... ~",. I J\ \f\ ~~' ~ i~t ~ ~ \w J: ~ l{j~ 1 ~ I ~~ i'-J t-, :' i g .... , VII 4- -~ ~~ V j '~ W~ ~ ~ )l~ ':"- ~' ')iJ :t- ~ --~~~ //'.-...r,-...'...."....'....'" ( ~ s,;.>;:., ", ~ ~~-~~ \, '-~ ~ t> '.. ) -'" <;;/ " ". ....ol' /' : ,-",..-"".", \m .. ..,._-,_.._."--"".,.~-,,..-~-- , --.----....,- "...,. .' ' ,~,.~. -:JUI UO..l! ....a':\e..l:J 'cl~o;ot LO 80 'n~ "--~ -lWrmnISHf ~ BUILDING CO. ...:..,;.... ., I u.kI Request for Information 072 Detailed, RFls Grouped by RFI Number 5258 Armed Forces Reserve Center Complex-II 311 0 Pierce Parkway Springfield, Oregon 97477 Project # 5258 Tel: (541)736-5843 Fax: (541)736-7716 1II~~=~!_.i'i~'~~~f7\.--"""'L,,::~~'i.jl> "Jit.dfi..,."jii!iliIiijhtfl~~,,,.~~rDF.lt.I.~h;'if:r.fIiliII;fjl!;''',.morJi Answer Company Wildish Building Co, 3110 Pierce Parkway Springfield, Oregon 97477 Co-Respondent Answered By James Thomas Author Company North Star Industries, Inc, Portland, OR 97230 Authored By Stuart Holgate Author RFI Number Subject Roof Tie-off Locations Discipline Category Cc: Company Name Contact Name Copies Notes Question Date Required: 8/20/2007 Please provide location of OSHA room tie-offs. It is my understanding that each tie-off is engineered for a 5,0001b load. If the tie off loads create addtional panel point loads to the joist girders, please provide the added panel point load magnitudes and the location of such load for each girder. Suggestion Answer Date Answered: No roof tie-off pOints are required per Rocky Champagne, ORSHA (roof is less than 2/12 pitch, and equipment is over 6' away from the edge of the roof or opening), However, at least 6' of guardrail needs to be provided on both sides of ladder access to the roof from the mechanical equipment well. Prolog Manager Printed on: 8/22/2007 JL T _Projects Page 1 M'iIDDlSlli ~ - BUILDING CD, .......-'0. fi<. I I" Request for Information 073 "'l'8o.~. . .- ~ Detailed, RFls Grouped by RFI Number 5258 Armed Forces Reserve Center Complex-II Project # 5258 3110 Pierce Parkway Tel: (541)736-5843 Fax: (541)736-7716 Springfield, Oregon 97477 l.ialf_!~.i;'J...'1~~~lIi'~"""""----_~-""-""""-~-:Jmr:r.r'ti Answer Company Answered By Author Company Authored By KPFF Consulting Engineers Nick Saari North Star Industries, Inc. Stuart Holgate 111 S,w. Fifth Avenue, Suite 2500 Portland, OR 97230 Portland, Oregon 97204-3628 Co-Respondent Author RFI Number 2 Subject Connection, RS10 Discipline Category Cc: Company Name Contact Name Copies Notes Question Date Required: 8/20/2007 See the attached partial roof framing plan, note the clouded areas. At the Sketch RS10, Grid line C near Grids 13 and 10 there is shown 22Kjoist framing into a W12 x 16 ridge beam. The sketch detaiI4/S-607 doe snot show the joist connection detail. Please provide the joist connection detail for both locations, Suggestion Answer Date Answered: 8/13/2007 Joist bears on W12; W12 was incorrectly shown on details. See RS-16.1 (4/S-607); RS-21 (4/S-606), Prolog Manager Printed on: 8/13/2007 JL T _Projects Page 1 Page 1 of 1 Jim Thomas-Building Division From: Nick Saari [Nick.Saari@kpff,com] Sent: Monday, August 13, 2007 12:09 PM, To: Jim Thomas-Building Division Cc: Mark Danielson (mark@archbbl.com) Subject: RE: AFRCC-II RFI-73.pdf Attachments: RFI 073 RESPONSE.pdf; RS16.1,pdf; RS21,pdf Jim, Please find attached response, I had incorrectly shown the top of W12 as being at the bottom of the roof deck, but it actually is 4" down to allow the joist to bear on top. The attached sketches reflect this. Nick Saari, P.E., S,E. KPFF Consulting Engineers 111 SW 5th Ave., Suite 2500 Portland, OR 97204 (503) 227-3251 from: Jim Thomas-Building Division [mailto:JimTB@wildish,com] Sent: Monday, August 13,200711:42 AM To: Nick Saari Subject: AFRCC-II RA-73,pdf Please respond to the attached field question as soon as possible, Jim Thomas Wildish Building Co. 8/13/2007 ~ ~_ _~~e~t ~~ l~f~~~~iOn O:-=----J Detailed, RFls Grouped by RFI Number 5258 Anned Forces Reserve Center Complex'" Project # 5258 3110 Pierce Pa'''~'''1 Tel: (541)736-5843 Fax: (541)736-7716 Springfield, Oregon 97477 li:l;l.:_i};M_.It:o.....~~~~__,___,__ie/lIII._D.lmiIr~~'r.q An8w.rmim_',:,. ,'.',',.,, ':~\.,<>., :;'~~_?;:'?'f~::~:~:'i'l";:lrt::~f~;". North Star Industries, Inc. Portland, OR 97230 .~RFtNttm.... 2 -DfUll'J~ Category Stuart Holgate ~~ '$q~;;.,',':.,' Connection, RS10 Cc:,,;. C()ftllp&mj:,NG.... ComacUISm. C9P1HNotlts ,f;l~'i:-" ~Requ'~~ ,IWOI2007 See the attached partial roof framing plan, note the douded areas. At the Sketch RS 1 0, Grid Line C near Grids 13 and 10 there is shown 22K joist framing Into a W12 x 16 ridge beam, The sketch detail 4/8-607 doe soot show the joist connection detail. Please provide the Joist connection detail for both locations. S~ AM.... ,Data- Answered: :r 0 l S, 13 C'1\ V'l S. b f\..J c....J ) 2 j /10 CO~I2EC-TL7 ~l-lowAJ ~L- c.=- f<) - /6. I (t; /S -60 7j ,e~ - ~ I {J/S-60tj LV}""L WAS o 1\1 IJ r::174 t L. SJ /VIe k SA,4;e/ K/ r;=, ai/riD? Prolog Manager Printed on: 8/1312007 JL T_Projects Page 1 -~._-'-_.._.._---~-.._-,.._,-------.,----.---_._....-...--.-_._...._--_.._.-.--.,-"..~-_.- I project_L.AUE CUI.J/~?-' ).JrK'C I Location Consulting Engineers/ Client 15 'G' L I I By N S j Sheet No, --16 : DateS/IO/Df I f<S I Job No, /2033' 2 :?, /0 , Revised Portland. Oregon Date ,-~ ~ '\ "- "- {~b^ :J ge-Nr 2 L. ~13\..:J wC'tpIJ -::rOl$T~ KO-O'F ~Ec..t-( ~ ~ 'JJJ6. ~ I~ ~lL J/lf:. V } '/2,. -I (, ]) ~ 0 c..v::r '- . ~~~ l0 11- ) R c'F, PLA~ [SE.NT R:: fEP, 6/~-60'7 ) <;:-(0/ o RIDGE.. STEP R S'/6.l - ~Eli. e(r3/o7 PL %x3x1'-8" rHSS4x4>df6 ~ -- - ~ = ~ - ~ -- - - - _1 Ya ~ 2-12 -----,~.-'_ ~ Ja V2-12 ~ If I\. "-JOIST GIRDER REF, PLAN I j r~ ,rr-- BENT PL %xSx12"x1'-S" LONG-----... wi (S) #Sx4' -0" DOWELS '" @ 3" Q,C, STAGGERED AND "\ (4) %"(llx4" HEADED STUDS @ 14" Q,C, \ ~r ~r @ . . 1~" '"lU"J\ ~ '"lU" U4 ,- U04- 4- d.. I I I /' -=:.....- ~ S -11 8) S" aa 6C6 ~fVl5tlJ 8( 13/D7 SECTION A-A, DRAG CONNECTION 1 n=1'_0" i,M1!t)j,~ ~DlSHi ~"'.,".,..~.,. ~....-::~~~ ~ BUILDING CO, ..._ ","',' ..".it<?.."", v 5258 Armed Forces Reserve Center Complex-II 3110 Pierce Parkway Springfield. Oregon 97477 ""'" Request for Information 074 Detailed, RFls Grouped by RFI Number Project # 5258 Tel: (541)736-5843 Fax: (541)736-7716 -'~~'~..~"-"~..- -,~ ~~:ddo~d1~~.1",,,,~,..J..II__Jt.IIIU~'--IF.I~~JJ14.0IOff. Answer Company KPFF Consulting Engineers 111 SW. Fifth Avenue, Suite 2500 Portland, Oregon 97204-3628 Answered By Nick Saari Co-Respondent Subject Steel questions Cc: Company Name Author Company Crater Iron, Inc, 419 N. Front St. P.O. Box 3666 Central Point, Oregon 97502 Author RFI Number Discipline Category Contact Name Copies Notes Question The attached review questions were sent directly to KPFF for a response. Suggestion Answer See attached drawings as noted by KPFF. Prolog Manager Printed on: 8/13/2007 JL T _Projects Authored By Conrad Morse Date Required: 7/30/2007 Date Answered: 7/26/2007 Page 1 Page 1 of 1 Jim Thomas-Building Division From: Nick Saari [Nick.Saari@kpff,com] Sent: Thursday, July 26, 20074:56 PM To: conrad@rvstc,com Cc: Jim Thomas-Building Division; Bob McDonald; Mark Danielson (mark@archbbl.com) Subject: Lane County AFRC, Structural Steel Attachments: Crater Iron RFI 7-23-07,pdf Conrad, Please find attached my response to your questions. I will send the response to the other questions as soon as I can, Nick Saari, P,E" S,E, KPFF Consulting Engineers 111 SW 5th Ave" Suite 2500 Portland, OR 97204 (503) 227-3251 7/26/2007 Jul 23 07 06:24p Crater Iron Inc. 541-664-2061 p. 1 \\\ L..........-J CRA~I'.ER IRON, INC. 419 N. FRONT ~u..EET ... CENTRAL POINT, OREGON 97502 P.O. BOX 3666 PHONE (541) 779-3383 FAX (541) 664-2061 s...P~- ~'Z/ - '"3>"GS I Company: ~ pp p:: Attention: t'--../(C~ SAAf<f. ~6. ... ~A 1< i--4ES D re f< Q:i-'5 r-<. -S:Sl:riZ-lJS 1-s.o~ -"Z"i;7-7crSo To: RE: Facsimile Transmittal Sheet e Page 1 of 7 Date: 7/ "Z 2 /07 o (...~.. '2..0 'P~r . c~ I ~ __ 0 vrz:;;;J:f "'2b"Z 1 ~~ _,// ~p~ r ,/' ,b,.p... ?.. ~ " r ~ ~ I' .J (JL.. ~ \) ,.,1 I ~--, \...~___ J"'-''''''''/ Remarks: 'PL'E3-ASt:: f2.T5VI'GW -n-iE A, .fA,GWED 0- ~L~"?ll -P~~L. COPtC-.:,. trF= t;)tG-SfG7t-l OIZAWIJ~S , ~ ts= Q..lJ ~;.-{l ,w; G;, 'i/ ~ , r:::: l CA--r t 0-...1 4- A t? P" f2-D \J 4 ~ e--F= ~ Pt;;=-C-l r= l c::;,. D~~, '- s I:.. 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'__'_'hn " o'jt 100 II .a, " J- " :5 " ~ :: v ~ ---/ -\~ Ii (7) ~;; ~. f~ t:::Gl~; 'III, '--0 ~I -ro j?jl2.O . c;o ...,11-1. · r II ,f':7 I ..6~C~ ~'. ./~5'J'/ II I ~~o- 1_ <=:t>L. ~ '-'~ 1 II @ vJ' rz~ ~.lP ...,....- :; Wl2xlSo.-~/~-----~?iJ D. ~ 1" L-~- TYP. ~- Jul 23 07 06:24p ~.6x6~ .G STRUt I . 32G4N' 18.0K " "I 'fit I Go ~ .4\ 0-.. - , . .. "'. . . -...:" , , . .., . ~ ~I - o Q) ..... ci' ~ ...... ~ o N Crater-Iron Inc. II , 'II II - II ~5JYP.:: s-IIl " II II II .11 II II II II II \I I :! I ~..~~J !~f" .~ I ON ' .oj ' II II "'0 \I - -, II O~ :1 I- II ~ ~ ./-.."'----.....,_lYP.~, -..r ~ ~ II 0.....' J, II ~ ~ J /,....~ ~ ~ ~ "'",",?~ CJ..JA-tr.l6t::"P r;.: ~ II -.......: NCII'"' " ? f2Jt;tJ I ~ . 6 :: " .... 10 II -n: ~ CD>S.;. :: ~-1">- ~~~42' Cot:. ~.",J' ::'--7/-,~..' >b II / '-"'\~ /~__.~ ,,,'is jl: / 9 '--€V ,/ 22...c; 3N 10,5k- ,en ,~. 32G 4N, 1 O~ W12x 6,. ~~ : ',I ..,. 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' d \.-/ J;',-,' ~ ~' JA" PL wi ~a. A325 SC BOLTS TYP. ~6) ~6 );?i4. \ \ ~ \ \ I \. .w:u:Eo. REF, BEAM TO B DETAIL ABOVE FO INFORMATION NOT SHOWN, TO BEAM - DESIGNATED ~ 5~r REF. SCHEDULE 10/S--:-6~WFI~l+ ) /' I REF, PU\N . tit: f "'ul"r .,' \ (CL ~EAM trI. :1 ~ V _ ' il ............ /"'-- . :L. " . ---- %" sTtFFENER PL ........' "' -. -r- ~ ~6.) ((3) ~6 SIDES \ " ., \..,,_ FULL DEPTH SHEAR PL - 'DESIGNATED I XS I "" REF. SCHEDULE, 10/S":601 ,.. , $J..Mr',,/~ " WI? ,(,,7 "", ~ ~F h ;:~~ M~~- .....~;~~ ~;(~ INFORMATION NOT ............... ............... f~- SHOWN. -"::>'l " ----I~" snFFENER p~ /Llb- ~i . ~6V (3) \ SIDES / ~6\ ~1e / FULL DEPTH WELDED SHEAR PL - DESIGNATED I XW I t::? 6" F" . @:;;-":0 ~~ICAL BOLTED BEAM TO BEAM i ~ Cl OF' BEAM - ~ ~ ~ y.) AND COLUMN) tl \j 18 MI y,4 , ' ~ \'I . ~~ 4 ':'=::). -,~"~~~~:riE) .~ =-+1. '. 'op. ~- . "'\ r... ~ IlYP. ',W;, Y4- V \ PLAN A-A ' . .... , ~ ".048, ~ . "Z '~,:l ;1~" . I ::! "; of..;;, jI.---WF COLUMN ~ 0 / ' REFw PlAN TYP. 'It ~ 1- : . .-1 ( v.J~"';!!.t.... . ~ Lie - I ' tJ\ '- ;. 1'\ c:o< III a: ",~ \ J I, j'Y_:;*8 .. WF BEAM \ REF", PLAN TYP. REF. 4/5-601 FOR --~.. - "-ebJk.trEF~D . WELDS. PL AND BO ~'-Z)<.40"2 tl/~ - "b~ * IJ- ~ ' SCHEDULE BELOW HOLE DIMENSIONS ""'( 1L..'f', $0) - . .. ~ ~ RAllO "t8 PL ~/S-b~ "'1-Zl<S8~ Ill+: -Z"o/+ < 3 ~. ~ ? W/'2)c:'1'~~H/$=- "Z_'Z. ,f; ~ 3_~_L*. J BEAM TO COLUMN - DESfGNJ\r I X ~ . REF. SCHEDULE 10/5-601 ,,1"F1'/2D'f',( TOP OF COLUMN I.- If:'- ~ S. 'Z> WHERE OCCURS TOP OF COL, Ti P. WHERE OCCURS ' --k- p~\J I vJE ~(31\ ~ A'l W /l );. 40 t t;V /1. 't5CJ - "-... --- ,Jul 23 07 06:25p 541-664-2061 p.s Cr-ater- Ir-on Inc. lsl o HOLD PL AWAY. . . J'" - FROM WEB '''''" -' ~ '-'~ 1'2 )C. 40 ' i.. II \d l-z. ')(:. SO . 'yc..{ I-z..";c. St;5 , 4- ,. , W I ..z ~ ~ c.e, ,f:p C(!f:)L. $... TOP OF COLUMN WHERE OCCURS --- .'\ , r ') ). - - - +-'- '"7b ,I - .'.r.-, I , j<i' " _ _ I' _ _, , , n,,~ ., " ;1+" Jul 23 07 06:25p ti}~;i~.. :": . wi/ . ......:,:(...:. . ;'~;?'i' PL ~9xH wI - :t:t:-, (Q) *..X~. HE"AOED :~/',<. STUDS IN (2) ROWS ;f!~,e:" ,: 0 '6" 0.0. HORIZONTAL ~"'~0Tffl; . ~ " < ! -- -I. J;:,,: ' ~.... . if~,'::'; "..:. '~:.i~;.,.": . Crater Iron Inc. \''.. ~___..t' II . ~~ 541-664-2061 p.6 WHERE OCCURS - to ---- '.~ ') SECTION A-A //r'. ~4. A'.j#~(I) , .J /A>- V; ~(i\ , ~ /"1v17'f~' ~ f I ! r-... 1/ ; vV. / ~ rz. \ \"- () ~ p.. ',./ .r' . , \ C/ \t' /--_// )/ d4 I rz., '-\ /' .' l~~ \~ ~ 1" ~P~- I I - t' CONCRETE -3t. I WHERE ~~ ""; lV4 OCCURS ~ .... , \, , "~=e=~ f? 1.. ~SI..87' ~ ')(' 1 'Z- .L I( I (~ I~ M"Q)l! I "--::' ~"Z- \ X : L ~"~ ~f() ; wi ER~~ION A~ SPLTS IN (SLOt I toL> HOLES - ~ A:;j REQUIRED 2 1/2" I RETURN \ TOP AND BOTTOM i , : . ... ~-, .... ~ f n --: il/4"l-4~ I n- -- -_ ~ :I'I~ / \ · i / J - I - n I ~,//~\ ; -~ - ... ~ ..... ~ G It... Z. ~ U u '... ~d cn~'AI ~O w > IA \ ... ~ '-WF BEAM REF, PLAN ,E C P 'E ~s> ~6 / \ TYP. ,f:;):- REF. 15/S-601 FOR :/' :: ;..:-EMBEOS AT PANEl JOINT. >~~;'REf'.11/S-601 FOR r, :;~t;~;- _ SCHEDULE. ;~;~}:-\':"- , ," ~.~. ~~~ ....- . . :{l,~i~;is::h":'TYPICAL SINGL"E SHEAR PLATE :~r:,~ON'NEGTION AT CONCRETE WALL ::J1\~t2.'"l;-O' ( t"'A-rz. T I A~ ~crl' ~ -,'=0./) '.' .r.....:_. -\WimmSH" ~ - BUILDiNG ca. - ~I..J.L~I.""" Request for Information 086 - - ~ Detailed, RFls Grouped by RFI Number 5258 Armed Forces Reserve Center Complex-II 3110 Pierce Parkway Springfield, Oregon 97477 Project # 5258 Tel: (541)736-5843 Fax: (541)736-7716 ImoiltiMtt:{. 1 J ~ t' " Answer Company KPFF Consulting Engineers 111 S.W, Fifth Avenue, Suite 2500 Portland, Oregon 97204-3628 Co-Respondent ..... - - - ~'-,. ..,.- ... ,- .-....-_._..._'-'lmr.l.ifl:Tftr:tilili:f.I;f..~lh,. AuthorCompany Authored By Farwest Steel Corporation Kevin O'Brien 90340 Hwy 99 North Eugene, Oregon 97402 Author RFI Number Answered By Nick Saari Subject Rebar at tilt-wall panel edges Cc: Company Name Discipline Category Contact Name Copies Notes Question Date Required: 8/23/2007 At the outside edge of the tilt-up wall panels, is 1 1/2' clearance from the end of the rebar to the edge of the panel acceptable? Is the intent to have the edge trim bars to be continuous around the outside corners? Suggestion Answer 1 1/2" clear at panel edges is acceptable. Corner bars are NOT required for the panel edges. Date Answered: 8/21/2007 Prolog Manager Printed on: 8/21/2007 JL T _Projects Page 1 ~ Request for Information 086 - ......... ,~ ..."..,.,.... -,."-_-.'.......;.--~" Detailed, RFls Grouped by RFI Number 5258 Armed Forces Reserve Center Complex"l Project # 5258 3110 Pierce Parkway Tel: (541)736--5843 Fax: (541)736-7716 Springfield, Oregon 97477 RFI # Ofit3 " ,:'.... - ., .. , :' ,-. - - , -- ,- :-r.L;te:GrC:zif~(1 'ti~f6j2Q6r riI'.1IJj11 r"'~lU."i-~~'N """".'''M11 jl"f ._~.rl'I' l~t,.~ J . I, '., ..,.... " ,.~>,!~~:t,."l: I lL , ..." ',. Jl J" ,'.,.- KPFF Consulting Engineers Nick Saari Farwest Steel Corporation Kevin O'Brien . 111 S.W. Fifth Avenue, Suite 2500 90340 Hwy 99 North Portland, Oregon 97204-3628 Eugene, Oregon 97402 , ct.'.:" :' ...... I.~ ~:l I i<ti.~ ~ b --f.; t .1~~'jl1~_~~J ", ~ "7.::'r~,: ';i;~~..,~;'\\~':A.~ =l:.i...-: _~~Wi t[;;.~t~"~l ~~~,J::~~~t~," ~. :r~ti:{~,.(~:~(~ ~. ". .' ~:~ :';O\~i~!\~:".~t~/..~~~~I::':-;~-" -,,",,~;q(P. .'" ,:,"v",~~,,, ,-f;);';~;" ~~~':,/~-~~;:tr.~;~';'tYI! L:['{I.,n ~~~ Rebar at t11t-wa1l panel edges __..lII~lll_~ll~JlI.mlW 1I1!1l__11rllDt~~% ~1t\i~ll1lt_~i{.--'-~:>>~ At the outside edge of the tilt-up wall panels, is 1 112' clearance from the end of the rebar to tha edge of the panel acceptable? Is the Intent to have the edge trim bars to be continuous around the outside corners? r.~~'>r~~Vf,t~~itt:1$,1f-~t1ii~1.\Wt.llW)liil!!'j~~:'. '," ~" <~,,' ' ,"-'r:' '. , ~ . .. ~~""~~ ~1).!.... . ...~ ,~". . ~.. .... ~.~~~:i;tiJ,~~<<~~~~~)fK~ _ lh ~ ...' ,..<;'" . . W:i_~. ,.<t :\ . ;.' .l~ .'~.)O. .~;t :1(.7~~*,W~~tf,~~) ':>~:~ ," ~ ~...~: ,-: '(~ 'J; .-.: ~:; ~ ~"-li~",l' J~ , "- .",' __' . ",.",', ,., ,. ' ".0, "". ..,:., ,. " ll!II!IIlJL..l . 1\(1.\\ C LE At<... AT PANEL e oCr:S [S AC-L C-V'Tf\G L G . cP C 0 1Z. IV l:::: f<.. 8 A {li Arzs ,ru 'D--r- ~ E d V I v2... C:f:J rU/( 1 t-t r=:-. va ,A file L E. ~ G cS- . N/t,t( r-4A,f/ !rPPr &P.1/07 Prolog M.ii ~ll.JI':l Printed on: 8/1612007 JL T _Projects Page 1 Page 1 of 1 Jim Thomas-Building Division From: Tony Dean Sent: Thursday, August 16, 20073:16 PM To: Jim thomas-Building Division Subject: FW: From: Kevin O'Brien [mallto:Kevin.O'Brlen@farweststeel.com] Sent: Thursday, August 16, 20072:57 PM To: Tony Dean Subject: Another two questions: Can you ask the engineer If I should assume 1 112" clearance from edge of panel to end of bar (not to be confused wfth detail 11/S-502)? Also, does he want the edge trim to have comer bars making the trim continuous? 8/16/2007 ~WimDISHi It-{~qp,j~~f:~~ ~~-::~.-~~ BUILDING CO, -' II .II Ill. .J~:" .'" 1_. ,!.Sb '- Request for Information 087 '-"""._..~.-,,-,_.,.~-_...,_.... '.~"~ _.~ ~~.'" ~ " < i .-- ....'J Detailed, RFls Grouped by RFI Number 5258 Armed Forces Reserve Center Complex-II 3110 Pierce Parkway Springfield, Oregon 97477 I:Hlft:.ol:lr.llIJ.A~~~UI.,...",...l.lI"JL...-,... .'.' -",~, .~~, ","." .""""", Answer Company Answered By Author Company KPFF Consulting Engineers Nick Saari Crater Iron, Inc, 111 S, W. Fifth Avenue, Suite 2500 419 N. Front St. Portland, Oregon 97204-3628 P,O. Box 3666 Central Point, Oregon Project # 5258 Tel: (541)736-5843 Fax: (541)736-7716 '0' u'..hlr:l.ert:3H,dl:W:J.F.lf.liliul Authored By Conrad Morse 97502 Co-Respondent Author RFI Number Subject Connection of panel joints Discipline Category Cc: Company Name Contact Name Copies Notes Question Date Required: 8/23/2007 Please confirm the attached sketch of SK-SP1, splice plate sizes for 2c; 3c; 5c connections @ panel joints per design detail 15/S601, Suggestion Answer Confirmed Date Answered: 8/20/2007 Prolog Manager Printed on: 8/20/2007 JL T _Projects Page 1 ~ Request for Information 087 -===1.IUiJlII....IIliI'lIi1l1.l~ li.,IIIIIIliiil.......liIliU,~IIli.;. ......1 ....IIIIlW.II. I Detailed, RFls Grouped by RFI Number 5258 Armed Forces Reserve Center Complex-ll Project fI. 5258 3110 Pierce Parkway Tel: (541)736-5843 Fax: (541)736-7716 SprinRfietd, OreQon 97477 RFI;J 01::7 , ..... _.. .__ ' _'.,. O:lle Cre:lled 3j16/2jl9.I -:;.:- :1::.',' '.,;. .~. h'tf"}i.:"'~ ;~':'~J;\~~~~~~'\:#':-:-.' KPFF Consulting Engineers 111 S, W. Fifth Avenue, Suite 2500 Portland, Oregon 972CJ4..3628 ,.j'....~I~~I_'~.mMI,ojhL~' " Nick Saari Crater Iron, Inc. 419 N. Front St P.O. Box 3666 Central Point, Oregon 97502 "k . . - .'. ." ~,;:' Conrad Morse ,"~:' ':')'" _ . ~~;:/,~:,I,.;:1$?J;~[';; !~ ~'i.t<t~~':;~1:~;:::~ :J':;f;.;~~T.s1~it~.(f~"f ;.\:.(t;;~l~~},,~ '. '"' .' ." f. ,,, ~. . .- $l. ',~ .~~f ,~...;)jj\111J""i"I.iWli.\l;ji>.~:lf,t,i;';;J!!"'N"'J;"';B;~.;ti"''f~'''''<l;~.IltiM\>l'.1il~!'.l~!~':\\i\\lI~~Ii'"t'''I''''''''''''4'''''''.l!~mill\il~);l~~\i!'''\rl~>J,'',"' \lI1IlM_f;lli~~",~~J:~t~#V)l~'l<'i~~~~\kfm~$'~~~~",",~'j.&4!Y!}llljm!{,.~_il~~t,~~j';~~\Wi$r.t Connection, of panel joints .' "'" "',,,~ '. ' '.""'il,<;\_'-' ..'I_.~'""~"l;_:' "'~."';'."," ,,','" "'~',;;,'r"""",Jo,','""''',' ,'.,., '" ''''','-,1'' )_,;~,,,-.~,!~,','.,!f,".'f,;.. ,'.,.', '..', ",."..' :" "',' "'- 1!(EW.....;<<."'/I""" ," ,.., ..... ..~~ . .,.. -' .,"(~i, '....~ '~'. . ,-.'" ,:... ,~~. ~. ..~~:,. ~.. ~"~''''' .. ...~.,:.~~.::,:.~l~.,~.;~~:. .i~i&~(~. Please confirm the attached sketch of SK-8P1. splice plate sizes for 2C; 3c; 5c connections @ panel joints per design detail 15/S601. .m~.\t;I'~%'Mfi.~t'~'~..\IMi!>li,~~'~~""'iU~~ililt~'i@'f~i!.''''~lii~Sili~'i''Iii'~~~~\~'';'l;;'lJ''~_iW''': . ". '"'' -., .' .~~wt:~;~::k,,;.}lh~~~;.~~~~~q~~w~~~t~J;{~~~~:'...~~t~~!i~~,;~:!~'il.1f~~~~\:I:I~~'~~..m.~~~.IJn~~." .,,~.~1,.~:;r: .~~~'-'~,"'" -.. r:Jt:~. , . '. '". .,. '.. . .~.rr." ..... ;. "'1'., . . ~' . I ..... ~x ,.'.' CoN f (~vVtEC:J. fV0k S 1111121 Krrrc f3/?u/67 PrDIog Manager Pnnted on: 811 SI2OO7 JL T _projects Page 1 ~~~'""'=~=~.-....~ Rug 16 07 06:16p To: Company: Attention: RE: Fax #: From: Cl"'ater Iron Inc. 541-664-2061 p.3 CRATER IRON, INC.. 419 N. FRONT .;p. rA.!!ET .. CENTRAL DBODNT, OREGON 97502 P.O. BOX 3866 PHONE (541) 779-3383 FAX (541) 664-2061 Facsimile Transmittal Sheet e ~ Pt:: f= i-llCK- ~ 'IJ<-re I, y, 5 .. A F 12.. c -1.L ~ ' 0 '~)Z. "* 'Zb 7..1 r' . Page 1 of '2.. Date: tJ!J b h, "7 O~~/O PP/ ~ ~ "J. ,...~ _ -, Q tiIO.."..." ..__v 1; -."- -' ~. f I c:;;t '-" 1; , ~IA ~,i~ ! <ive iJ-'V ~ ,.~ '\ / '- ----- ~f ., A Cd..,lGb J.L ~J~e;:..S C-o '/-.J ("e,A7.:;) ~'1~e7S- Remarks: PLC--AS6 Ct:n-Vrtrzt---J -rJ.+6 ~ -c;;:.. i <.-lo+! S IL. - ~ PI. ' c;. pt.. I c15 / J=="".;, ,Z I"Z G \ ~l~ elk I s G. \ CO'I-J 1-1 G: e,f D"l4-I S' @ P~r;:.~ ..~ 2' J,'i-CT~" ., "'P:e7Z. bE5~/67 H D~i At<.- IS /s-~o(. PL~..~ FA ~ -r7A-C~ AS-A.? I -z;;'oA Y... . I~~ YD" ~~ c c.: \./vIII.... D t 7 H- e 1-0 J 11-"7 . J r1r:> ,....,.., AS."... ;:: A ~ s4-1 - 7"?;.~ _ ; II (p Ob~.ISppr @ CONCRETE - TILT-UP WAll PANEL REF. 11 (3) ~.(6 WELDED _ STUD BOLTS ~. Pl__ 1~. ~o/ II ~ .... '-} , -0 PANEL JOINT (CONCRETE TILT-UP WALL PANEL ~ ~ - eJ re:=! ~ - - ~ (3) 16". WELDED STUD BOLTS IN 19{e"x2Jf' HORZ. SLC, I I t.1J HOLE. CENTERED STUDS IN SLOT REF. SCHEDULE FOR CONNECTION. ~.. u::;- '" '" c::> , " . o c:::> 9 .. .... o c:::> -~, , ,. " -6" , BEAM WEB j W= B=AM TO PA\lE_ AT JOINT 1"=11-0" c Rug 16 07 OS:1Sp Crater Iron Inc. tii~ R ;~< ,,~ ;~'/~?Z1 OIMOl -...N ' j ~f ~8'~: ~fl-::>'l..l7']l\~z,r}VI CI ~ -" ~ X . -z.,. a.t.; " '~ll ?SJ ~1fY\ ~ J\'~ . .. 1 I" p a. l' I I ,1'1 ()#\01;<f;' ~ . ~ . E' ~.~. E't~t.~t~~ : ~:".. . '[ .r:~_m..l ..... '~ ~ f- :,-~~~ 0, ," ~____..._ ~! u .. . Q , no- M v .~ '" \ '-.~. i....d ,"I -f ~ , u i _t (~~ \ I~ \ \D \.t. \ ( ~ ~ ~, ( \ V' W ~ \ \ -', \ ) r V\ ,.t \ I ~\J\./ ltl rJ \ it '1 \\) : !.i ~ ~ \ I \)~: \ i . \J \ \JJ~ t\ : IJ.\ ~ .~ / ~[ .... ( lb. ~ 0 ) \ ~ V "--1~ '''y , , '-'-...... .... ~ <.J -. - /\ , )I.. __ ':t 't'3 \J ~ ~.i- ~ ~ ~QJ~ ~ 541-884-2081 -.. .() ~ . . .. ... '" 1" , ,', , 01 M C> , ," +'/YI~"t1 M ~ " ' , C/')} JV\ €> / ,"I ' ~Jm cv c7J b 0':'- ~ . , ~J' . ~. ."> \ I " . ;' i )~ -- ~ ~: I '- (;" <i\ ~-J J ,.:. lb ~ l ill ~ ~ p.4 0- ifJ r- ,~ ~~ fj15S) "'" {P./.f:D ?;/t7(1fl A{feuf;ffVI .' Con/-;4 0 5258 Armed Forces Reserve Center Complex-II 3110 Pierce Parkway Springfield, Oreqon 97477 ~:,,::u.r:""':lC~. ~ - Request for Information 093 _...lI Detailed. RFls Grouped by RFI Number Project # 5258 Tel: (541)736-5843 Fax: (541)736-7716 .. ). ....'" "... ;..:, ~.~.~!:....'_:.;:~",;:~':;" _A :'~r- A";.... ':~\.i;",.;~.:' e.._..;;........;...... ....' ,.....":';:.....:..:;".......:...~. ......:l..A....~.-...,..::..-:t:' Answer Company KPFF Consulting Engineers 111 S, W. Fifth Avenue, Suite 2500 Portland, Oregon 97204-3628 Answered By Andi Camp Co-Respondent Author Company Crater Iron, Inc. 419 N. Front St. P.O. Box 3666 Central Point, Oregon 97502 Author RFI Number Subject Discipline Category Connections @ center Penthouse Roof Cc: Company Name Contact Name Copies Notes . ....ir.Il:lll........,...IIIllot:fY4met.)-lI Authored By Conrad Morse Question Date Required: 9/3/2007 Please review the attached SK-48 that is the Contractor's interpretation of the design connection of the center penthouse column to roof structure members (Reference drawings S1048 and details 12 and 13 S605), Sketches SK-48a is the suggested detail for two locations noted. Suggestion Answer Provide connection top and bottom as shown clouded on SK-48a. Prolog Manager Printed on: 8/27/2007 JL T _Projects Date Answered: 8/27/2007 Page 1 ~ Request for Information 093 Detailed, RFls Grouped by RFI Number 5258 Anned F~, ........ Reserve Center Complex-II 3110 Pierce Parkway SprtnQfield, Ore!:lon 97477 Project # 5258 Tel: (541)736-5843 Fax: (541)736-7716 8F.1#:~093 ',.. ,:f~'- ,,: '...:. -~'"~'''~''r''' n.:.. ' .,. ~ :. .~ ".; - ; ~ ~':~-"""'-~,:,'Q?t~'Gi@ill~d:-"8!nJ20DT. A.,:..f;,~;dric-o.iPiiUij'Y>,::,. ,.,.'..<.~}, KPFF Consulting Engineers Nick Saari 111 S.W. Fifth Avenue, Suite 2500 Portland. Oregon 97204-3628 ~~,>~:,~:.:~...;.;.:.:-.~. '..';:-'-:'~'~{_."': Conrad Morse ;~t Crater Iron, Ioc. 419 N. Front Sl P.0.8ox3666 Central Point, Oregon ~:RF1th.~~b,.;r 97502 ,SUJ>>JHt ' ' 'DI$CIPIfIJe '., ~ Connections @ center Penthouse Roof Cc: C,"'i,;"~.",,nyNaina C,':~~c...",;Uqill1. . . Co;p_ ::NO,ijes. Queelcm ' .' ,-- , ' . : ': Dflte:R~: tl$l;2OG7 Please review the attached SK-48 that is the Contractor's interpretation of the design connection of the center penthouse column to roof structure members (Reference drawings S1048 and details 12 and 13 S605). Sketches SK-48a is the suggested deta~ for two locations noted. SU..,doJo"".JOri Answer, oatG.~: V~O-J \ bE.. c.t..ou \) eJ.:> CoeJ t-I ~"'("~....J ~ T'C;:. -+-- t:>arr C)M. A.'). S I \ _.eJ r-1 t)kJ S K - Lt8q", . &0: ~ /~Ff/8-Z't-01- ProlOg Manager Printed on: 812712007 JLT_Projects Page 1 Rug 24 07 OB:28p To: Company: Attention: RE: Fax #: From: Cr-ater Iron Inc. 541-664-2061 p.l ([J CRATER IRON, INC. 419 N. /FRONT STREET .. CENTRAL POINT, OREGON 97502' PaO. BOX 3666 PHONE (541) 779--3383 FAX (541) 664-2061 facsimile Transmittal Sheet e KP~r tJ-llG~ 7.!\'A 121 ~ -p, l5. A t=: t:Z C -lL Cv c.HZ;if?b "Z{ ") ~"'3>- -Z~7-7~'Z>Z> Page 1 of 3 Date: ~/~/07 .!J 81, --ze:, PPT . Cf)1-l.~ ~e-f2.,S6" Remarks: PL~1Ef f2,/5VU;;;W ~ c::J~-~. ~J4.-'c.4 IS , (;J Vl'2- I 'i-fi r= ~ ~ '=" , 4---"'" () 'I-l Q r= De:;. -==- ( c=v t-A Co 0: I-J t--I .. PL~,S6 7~ ~,1L-1"e..CL) '?cJ~Gtri::=;~"7t5D ~~ I'-.a. ~ ~G "2- Le f""."\.=rlo-J$.. PL.~S= f2.. EfV t~W f A 17 P I2D \/l5- PL~7tf5 ~k ~/A-c.~, A.c,A-p Ie;- I--'~y'... , Cc'~ WIt..bL"Sr1-+ ~/D -l1J-? '-t'1;{~ r ."'7A S S~I-7'?6-77/(p s/'Z4 oe:"2SPdI ) )fOl ) >fOG' ) )laC: ~ ",I ... . >e- N, or- i ~f } )lOC: ) )tOZ; J )fOZ fD >e ~ 3; ) >I0Z I >IOZ J )fOZ 1tI ... ~vllt\ \ f~!\ ~6 "V c. ..." n z(.) Itl;:::' Ir.r~, oq - " z · ..,~ (!II- N l') .V-,S N C'I .. ..... i . o I 'ixl l') 3d01S ('0/ N x ..... ~ >ISL'l=o/l (06l/OSf) >I~ I [i~" I : I : I : I I : ;, i ~ ,;, ~ ~ z ::s a.. <..? z - ::E ~ u.. LL O~ 0" tt:! (0 ~ -S- o (/) _. {-U~s IE>}< h<.~ '( ~ 9'~ '?l..-o p't; (1Z (-"7; ': 1'2- r---- ___f 1 J ! I 11): }'\. ..... I ""0'/'-1== = = = '1 - - . - -j -IN r 1_ \D ,r- . -; I '\ " I I ;L . ....~ I WS~';.rboIJ~, , -}- CoL. AJf6 I .1. I Vt.JPe:~ ~:;'SI~)<.'MC"+ -""i 1 fq~ 'l;--n': ir--l. ...,. - ':"'!r- --., 12>,7 " ;f , 'I : I_,__r ,,'. ~ -, -.. ~ 1,...__, : CDl..,e,+~ . pr;;"'3>l&.i-1. D~t,<- . \ ': '. ~ Vt-lPt:i::----( '7-.Q.y~.... tzE?F'. 7/$~6:>ol j ::"tJ: -- '7 ~Cen.J~. f l"~' -./ 1-- - .::._..:..J_ - - - -t ~ __ ,-~..........--~ . 1 t I ~. ~\ '?1E1!3 ? (-'. - ti>a.- ~ - - - - _ J . ~ 7-V-6IGJS:-"c::-{:) " ' \'l>-ESSIC:::>}<;.'h.:l,: ,;.N.'1'2. ~II-t6C-r7"f7V.l W{..flDlt I ":>L.. pe;:. Eo ~ ~ I ~ ) ';& ,? "51 ~.. 'T'D '~/5~C)S. Aug 24 07 OB:28p @ Cl _I - o _I " tl' '4.,g @ ~, -rrl.l lI)J ~J Crater Iron Inc. 541-664-2061 p.2 (j) '. JIJ @ ~ 7 1t_ l fol$";:.lo)<4-l'.1f4..7 J' ~ ., 1='q"2 ....~e-F. S ~ j.JQZ ~r- - ==--";1--- {~6F't"2- I I' - --_ I ,L _ ___ _It - - - J-'~ . 47~t::'~~1 e lC>4-8 I (wr:!ifSo-rPJJt:E; , , I -- 4-7Cl..1 r..J.';: (SIJ,-="'-f 1=Aq5; € A+<O .' . ,I i I I I I c~L~A4€>~~: ,:1 Col. ~4S. I I I I- I , I I i ~ I II W, L D t c.;:..~ ~ Ft<C. - rr: fi:J( '2.4-1-0 7 ~tL - ~ Au~ 24 07 08:28p Crater Iron Inc. 541-664-2061 p.3 & o _I ,~ ...J I -if. _ tJ-';.--:'lor--4-~L ~ ") ')(,1 A.J.----il- ./ 'Per 1-' /, ./AL7l/ v~ I ",&" --r--"~_ ~.-z - (K1L,~;'._ ~ (/1 JJ\ ~ ;7 J"' 7 (... { \'\' '-r y ,- ~ ',',P-=:/; .P \"~~/"f'~- J ~ ".,. ~ .z / ' V .... - -., 'I It .Y -l~\: I"p .(-r'f- I ; t - \ 7/C>,4-~!:"'1 ': I. . N Cf ~ cS e-':Z. .l; J ~ ~6z> ro ~ I ;~1-~~--\17---- ~- ," tiJ. 1'1 -~ I. '1_ 11'l:::- --=:;- .,. ..,-:----:- .., .--'.- - ....... I I I I r--:; ~st(r~-!f. -d-,Ao.. \ cot.- - r.;'f"c;;;;> I 13 I L-~ ~J ~ A It -.... @If\~' - @ "1717 . ... " " b, / $01- ~t.." +"2-0 It:> ~ '.. If- '1--'" \S~~t;.;6~/,EfD f-,'e::::rt 44 L . --s ~Fr:zc.-lL o (-vf /07 S~- #3et- o TOP OF HSS EL REF. PlAN 2'-0. VERIFY r---_ /- :' . {------,---t l~___ : -----~ I , : HSS I I ,."Y: r ..L -1 ;' ::m:J:.L STUDS FRAME lIGHT TO HSS REF. 5-701 @ HSS AT SCREEN WALL 1 "= 1'-(J" \ 1 TYP'I 1'- \ " ~6~ ~~ "-0" 'f --r' ~-, 10---+--+--- --- L .. .J --- \ lYP./ ~6V 'nc4x4 CAP PL c:.A I tJ"lSION AT STRUT SECTION A-A 2'-0. VERIfY At fA HSS REF, PLAN BEYOND l- CAP PL o ~----- : ,-i:-":;-- =~i::: I" c-' I ~_____ , -- -""'-'.- I I I I I -,--, ANGLE REF, 7/S-60' TYP, @) HSS CONN. 1";:: 1 '..()" S~O~ ----- - CL BE'AM tKm REF. FOR INF'Of PLX WF E REF, ;:)1~tJ DEFU REF. '@- METAl REF. PL X WFB REF. '0- WILDlS" ~ BUILDING CO. Request for Information 092 .-'''~ - -.. .J Detailed, RFls Grouped by RFI Number 5258 Armed Forces Reserve Center Complex-I! 3110 Pierce Parkway Springfield, Oregon 97477 Project # 5258 Tel: (541)736-5843 Fax: (541)736-7716 , ,:., ..__ ,:_.: ..~__..:. ".'- . .....-.;. -_..-'-." ".,.., .... " "- q., ""'-".. ___ ,__,~ a e r. r:r.":flo'.4Cflo'.{11I1A Answer Company KPFF Consulting Engineers 111 S.W, Fifth Avenue, Suite 2500 Portland, Oregon 97204-3628 Answered By Nick Saari Author Company Crater Iron, Inc. 419 N. Front St. P,O. Box 3666 Central Point, Oregon 97502 Author RFI Number Authored By Conrad Morse Co-Respondent Subject Brace Splice 2/S-303 Discipline Category Cc: Company Name Contact Name Copies Notes Question Please clarify and approve HSS brace splice (21S-303) as shown on our sketch SK-B1. Suggestion Date Required: 8/30/2007 Answer Date Answered: 8/23/2007 Plate width and thickness are acceptable, Weld lengths required at each 6x6 brace are (4) x 19" long lines of 5/15" effective throat flare bevel weld to each HSS brase (twice what is shown on sketch). (4) x 13" at each HSS 5x5. Prolog Manager Printed on: 8/23/2007 JL T _Projects Page 1 ~ Request for Information 092 III. .ILI~I_...'II.'...IW.ll....l..,:...JlIja:=.lLIIIIlII.LIII.I", Jill.' .111 I j,llllIlllliollllllll Detailed, RFls Grouped by RFI Number 5258 Anned Forces Reserve Center Complex-ll Project # 5258 3110 Pierce Parkway Tel: (541)736-5843 Fax: (541)736-7716 Springfield. Oregon 97477 'RFI # 092 . . -, '" - . -. -- Date treatecf ai23!2007 A~r;e'_t1Y"";' '. .",., _~.":"'/~.,;:"~'.-'.'.'d KPFF Consulting Engineers Nick Saari 111 S. W. Fifth Avenue, Suite 2500 Portland, Oregon 97204-3628 'l_x~ii6Y';':":;-" ."?;;.:,,,~,:,!,:~i~'A~1~::,',\i.':: 'Co-R.sp()i'ldem ' Crater Iron, Inc. 419 N. Front S1. P.O. Box 3666 Central Point, Oregon 97502 AUthcJF~Ff'Ntiti1ber Conrad Morse Subj8Ct, ' Brace Splice 2/5-303 'Cc:Company N~me ".DlsclPllne ' ,.~,:_.' COhtaCtNama ' Copies NOteS. " ~tlon- : , ' ' , " Please clarify and approve HSS brace splice (2/5-303) as shown on our sketch SK-B1. Suggestion. " '.~F!equlM:.''IJ3OJ2~ Answer .' , Date'Answered: P lATE kJltiTf.I J 1!1fCklle>j; p.. E /lC C ["7/ Y/Q1{5 L5-". L.>ELvO LEtJG77-tS !<. (3 Q J I ~ .c----;Cl !Iv nCH L / IJ LP) 0 F 5";/6 <( E Pre? rl (/E f7f..e cJ/lr f?-A a e l3eve L WeL-l') 10 t?fI c U /J/2Atc( TGutc..E UJHAT IS 3~r]L..OJ.-I t:>f'-J S&cETC H) , {f)'X/5 tf Ar; /Ult?C S;?!~/Z I o ):)-6 B/C AcE ARE & A 19'( t...oN~ I-t s- J crfJ clt !Cpp.c I/{' S ~.kS" 8/2J/o7 Prolog Manager Printed on: 8/23/2007 Jl T _Projects Page 1 .... _.<r>"'~-.._..,..,._.". __"'~"..,_....~~~='.._. J'.!. _~.... "_"'_'_~~__ ~~.1l:s.=~. ""~~- r€ ~4>< e, {6,S~ @ l-lSCS~* rt ~A-y: 7 (li.s,) e ~jS5$.r.{r "4 > Y4 . / ;/ ' {If .-- q~ I (~ " ~M. --(TYPo e H~'::> ~ # oL " -I ~ . L II . ! (7 ~~I-+$S St(1 ~ 7~ 0 -..J :Jl C \1Yl o CD .. ~ 0') ""CJ n , III ('t (J) -I' I..... , o :J w ~S (p t:/t ~i6 e-tZ- l-J~s s# t<. S;)(o tl"t)F/S>O'7. ..... :J o e AI '13>.1("1 D Is >0 . o o I . ~~ ~, ~-\\ /-~\)~~\ )' ! ,!\t? " /" 06 110"0 \) / r{ ~1\ ., //,' , \ Il \.; \'..1 .,,/ ~ /''''/'''0; I ,,\~~t/ :~~:;\7 U1 ~ .... I 0') 0') ~ I I\l o 0') .... o BRACE SPLICE 1"=11-0" - S-'30 '2 ~ , ,/' 31_3D f .I 2"_ >. , " , ""CJ . B.1i H f lYP. ,. I\l o o o , n n 4l, ~w;mDlSH' /lli"'~w~_~", ~ BUILDING CO. '. . ......'F_~" ~ _. .. .,'_"'-.J Request for Information 095 ~_., b'" __..,~. ~_~~,.~,~_. Detailed, RFls Grouped by RFI Number po~/ 5258 Armed Forces Reserve Center Complex-I! 3110 Pierce Parkway Springfield, Oregon 97477 Project # 5258 Tel: (541)736-5843 Fax: (541)736-7716 r:T::JA:!:H!li}:L"liWlMIIILI'W...IIII..."'.....,., _,~.".~..,,' "" ...." "'",,____ ~"",' ".,. " ...__" .... ~'. ~'" ,~.' , Answer Company Answered By Author Company KPFF Consulting Engineers Nick Saari Ecklund Industries 111 SW. Fifth Avenue, Suite 2500 3001 leghorn Lane Portland, Oregon 97204-3628 Eugene, Oregon 97402 '" ,-. 'tIIliI..);"l~erJmn;./~.;1~n)onr.i;1 Authored By Ralph Bloom Co-Respondent Author RFI Number Subject Discipline Category Dimensions of studs on panel joint plates Cc: Company Name Contact Name Copies Notes Question Date Required: 8/31/2007 Reference 5/8" and 3/4"threaded welded studs on 4/S-605 and 5/S-605, please clarify dimensions. Detail 4 Please clarify the sizes of the 3/4" plate and 1/2" plate. I believe they are both 1'-0", however do not show that way, Can the studs be located the same distance from the center of the plate (now the location is asymmetrical of the plate centerline")? Detail 5 Please clarify dimension questions noted on the attached detail. Can the studs be symmetrical about the plate center lines(s)? Suggestion Answer Date Answered: 8/31/2007 Dimensions are clouded on attached sketches. Note that threaded welded studs are to be field welded, Prolog Manager Printed on: 8/31/2007 JLT_Projects Page 1 IIlIJI .~ Request for Information 095 Detailed, RFls Grouped by RFI Number 5258 Anned Forces Reserve Center Complex~n Project # 5258 3110 Pierce Parkway Tel: (541)736-5843 Fax: (541)736-n16 SprinRfield, OreQon 974n 1iIIiIIv:~.,1 __~~"1..." .,-W--~ "'"'' ~I.III~~~~.~'IDfJ MMrC:"""'l,'":1rt ", ,\:,~,A'ti:::;(,~:~~~:::J;_"'" AUifiar.~_:. ' ,- ;:':":"";~U,!,~,:J'BY . KPFF Consulting Engineers Nick Saari Ecklund Industries Ralph Bloom 111 S. W. Fifth Avenue, Suite 2500 3001 leghorn Lane Portland. Oregon 97204-3628,~~pene. Orepon 97402 Co-RMpcindent AuItIot .fNumber., Subject Dimensions of studs on panel joint plates Dleclpllne Category Cc: Company Name ContIct Name CopIeS' NiOteI CluGdcn ~RGqMlred: 8131t~, Reference 518" and 3/4"threaded welded studs on 4/$.605 and 5/5-605, please clarify dimensions. Detail 4 Please clarify the sizes ofthe,3/4n plate and 112" plate. I believe they are both 1'-0", however do not show that way. Can the studs be located the same distance from the center of the plate (now the location is asymmetrical of the plate , ...",..~....line")? Detail 5 Please clarify dimension questions noted on the attached detaiL Can the studs be symmetrical about the plate center Iines(s)? ~~.. Anawer.' " D \ M ~61 0,'-.\5 A.fUG Date An8wenNI: c.L00beD or--) fi.:\f~E:..D 0.\<'E.\C\-t-f:;S. NOI'2 WA"\ '-~.....gADeD \N~Lbm ~\1.Jl)S I\~ To \j ~ ~\ E:UJ WE'. If)"tb ~ A~~~ ~ /KPFF /5-31-0'7- Prolog Manager Printed on: 813112007 JLT_Projects Page 1 y-u .~ b I .. or- TYP. JOIST EMBEDMENT RECESS AS REO'D. TO ~---~-- MAINTAIN lYp/ 'J't '\ BEARING / / 2\~ 0 \ EL7~JIO~k~ . /\ / / -~ 1/-0 (I ~ .. ,/ ./ / .,.<4 =-"'::l r---J . ~~ -~ . / I ' J;: ;:~;; ;;'_1 ./' II /I II II ""'----/" g g g g IS I'-I\B~ N:.. ---- i.x: boX 1\-0" w( 0) 3/~\'95 X b\( l-\-l2.A1) et 6~ @. Gl" <) ,(. . EA. w\~e. o~ _~' 'f AJ..! e: L .J.c. \rJ,,\ ...-_________/.--... \ /' ~-,/ PANEL ~,- _~ JOINT I" / SECTION 8-8 056 oS n1 , , -7 ~ '4' C"'~ "'" PM ""'~~::&-1' YI.""'" 6/J ~ -r! p""~",, ) , H/ : :~ ~ -:---- ~ II N '\. , "Xsltx2" SLOTTED HOLES. CENTER STU D IN SLOT SECTION At 1Ji"A d:,o/1Ji" A-A A B - TOP or WAlL PANEL REF. ELEVATION ~ 1-;:: \ H "~(2) 'i(."- THREADED STUDS TO EACH EMBEDMENT t : ~r-- -8 'I "YPsJO~ST AT PA "=L JOj:\JT 1 ": 1 r..on . .. .. r '\ 2- "\ to., 1)2" rl") ," #7-lYp ,- 1 /,' Ii 1\ ~16 V.',. ~,-?.::/- : 0 0-,/ : ' , I (:, I, ---~;:' ~o o-~~I~\\ J V 2- ~6 TYP. JOIST BRACKET , . : 4" r~" O\~) : b,' / -{- ~~yl~~ -Lax4x-}Bx1"-," LLV 1~8"x2" SLOlTEr ~ 2 --:~ I '<J:/ DO NOT WELD TO HOLES. ALIGN CII")~~~~e'"i~~-L _, . _ EMBEDMENTS, ~U~L~tt.~~.~~."""" ":)0 I 0,0 1. 0 ~ _ . ~" OF Mr~ :r . 0, ):: e-t 0 :.;: '':) ::4-. , II +- ... _____ ./ " .' . r ______ C<SN1" e,,- . 13 Rk<.A".eT (4) *"(l5 THREADED- :. 0 / 0 0 0 ON el"l B\'::. t>-5 J STUDS ../ "._ . ~/ :xs '" STIFFENER PL - --- 'I' I ............. ~ ~ lYP. EMBEDMENT · -}=-- ----- ~ AT EACH PANEL ' . Z : ' , REF. lYP. JOI,ST BRACK,EI - EMBEDDED PL ~x9x1' -3" wi (6) *"(&x4" HEADED STUDS L6x4~xO' -6"- ~.. STIFFENER PL- TYP. ,JOIST, BRACKET AT PANEL JOINT o TV=-. JO~ST BRAe <=:T 1"=1'.()" S6~ Page I of I Jim Thomas-Building Division From: Tony Dean Sent: Thursday, August 30,20074:43 PM To: Jim Thomas-Building Division Subject: FW: Need help From: Ralph B~.......... [mailto:rbloom@ecklundindustries.mm] Sent: Thursday, August 30,20072:50 PM To: Tony Dean Cc: John Rawlings Subject: Need help Tony, With regard to the 5/8" and 314" threaded weld studs on 4/ S-605 and 5 / 5-605, we can't clearly find the c":~ ~~et ioeationS:' " ., , :Q~t_4 On the lk" x 6" x l' - 0" plates, it looks like they are on 3" centers, but what about from the end of the plate? I see there is a 314" plate that will go over the studs and one ends has holes at 1112" in and the other end has slots that are 2" in, I'm sure you don't want RIB and L/H embeds. Det5 On the 3/8" x 9" x l' - 3" plates, it looks like they are centered on the 9" dim and 3" centers, but again from the end of the plates is not clear. Can you fill in the blanks for me? Thanks! Ralph M. Bloom Ecldund Industries, Ine. Sr. ProjectMgr. I Chief Estimator Ph (541) 689-6677 Fax 689-7159 8/31/2007 Record of Conversation 1 ., Detailed, Grouped by Each Number 5258 Armed Forces Reserve Center Complex-II 3110 Pierce Parkway Springfield, Oregon 97477 Project # 5258 Tel: (541)736-5843 Fax: (541)736-7716 1111111 I rL .: -..' .. ".1 To: BlM Eugene Youngman Logged By: Wildish Building Co, James Thomas 3110 Pierce Parkway Springfield, Oregon 97477 Subject Due Date Conduits to BLM Building Details: Don Davey, BHE, had indicated to me he failed to include the three 3" conduits under the footing (to extend to the warehouse) as requested by the 35% review comments, So we have 1-2"; 2-3" and 3-4" conduits instead of 3-3" and 3-4" as requested, Eugene indicated this is "probably alright". Cc: Company Name Contact Name Copies Notes Prolog Manager Signature Printed on: 8/31/2007 JL T _Projects Signed Date Page 1