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HomeMy WebLinkAboutMiscellaneous Plans 2004-3-19 2X10 P.T. LEDGER WI 1/2' DIA X 7" ( I! ')r)4( ;:;.11. A.B.@32"OIC /)~ ~ 2Xl0 @ 16" OIC W 3/4" T&G PLV1WD ~ . r-?X4 p.T. PLATE - ' II,/~~~M ( '\ J!.: zf--. ~) (\. 1 ( i I. ~ @5'OIC " ~TTINSULATIO~.~ (+IT! --+ 1,,0/" ' ~#4 (NON-FORMALDAHYDE I~V \JT,) 0.11 - i"" WI BATTS OR WIRE I fi I MESH SUPPORT) ~ SIMPSO~ r\2) #4 CONT 6 MILL BLAC~ "~=- / -- ~~ VISQUEENh / '.1 " I . I I . I Iii =-JI~ :ICilDii PAlNT~ I III LJ - BASE .1 i j T 0_ r-, : TRIM i. ,..___~ ,. II I I It I : ~ jT _LJ~ 1 NORTH ELEVATION DUMAS DRIVE II I," 'V ~ 0';.. ~~~~- l-"'":rZw <( --- Z I- ::E + "" "" l!.VQ:: : <u A-<CO 20;;'; W U) -l v(2)\..-. b w:cw l<)ZW o '" I- > ;::: III Ittf-I '" ~ t::{ I:i,) 1/)'1 0 w ....we / >-~~ ' -' , .... z ~, el 0.~ Z 0- 0,.1 :i: >UU) O<(w t3:~ <( ~ ~ ----......>' .~ ~ ~~ :Joi=~ Oo(U~ . It 0 :J Cl .J " - >- r ti r".u u <:t - z z 0 o ~ It u z ::> ::> w ~ ~ ~ ~~' ..,001- . t: ' J...; 01 ~ z- 1\'" 0 " ;. "b a. w >'\1 iij.....' u9 W lfl- W ,,10 Ul a: ~~-1~~ W ..... ~ ..:( e:: lJ,; WZ!:OL'JO? ii 0 Z I- Wi 0 " o N ::l (I;..J <>:, C, ~ ~ I i 1:U1OC> !-welll iC>{/lO ZC>W Z ri$zi) W~- 0 ;:~~g: Cl UI.Jo::n. W >00": WZOW ll:: ",wwlIl 0 z~>.J WOO:;! 0 lIJWO::I: 1Il",&{/l ..I w9<;: W ~ow9 ll.. 1 _UXw In ..l.Zt- v I ZOO~ Z ~~~~o..i { ...~O .( ....<:(4:.,\- Wu~i~ IO J-!4. mz~~Lt. l.L r--"'WO 0 " z"Qt:~ ~ ~5!<<( i3 >- 0 Z-"'!--' I- W \ oiiWu- - > U~~w::l U 0 W;>.. ..,00 0:: 11l <OW n. I!:i/:lo::C ll. \ !-<l:O~1- <I: \ NOTE: 1) , , C([; 'T~. CONTRACTOR TO PROVIDE OPTIONAL BID FOR FLOOR FRAMING SYSTEM OF CONSTRUCTION WITH 4X6 D.F. NO.1 BEAMS @ 4'-0" OIC (FROM EXISTING BUILDING NORTH WALL) & SUPPORTED WI 4X4 D.F. NO.2 POST ON 30# FELT RESTING ON 18" SQ X 8" FOOTING PADS @5'-0"0ICW/2X D.F. NO.2 T&G DECKING. CONTRACTOR TO PROVIDE 24" X 30" SC~ED CRAWL SPACE ACCESS IN NEW FOUNDATION WALLS O~ 1~)X 30" OPENING iHROUGH EXISTING FOUNDATION WALL ~ BOTH NEW FOUNDATION AREAS. ~ \~ a, --........ ROO ! \, {5) 14" SQ ROOF ..~ " ~. CRICKET \,TIIC VENTS _./ g ~ ~ 12-4' f .. ~-1j j ./ / I ;::)(ISTlNG EXISTING} '. . . [f I ] =EXTERIOR WALL ",'., ..) ~ _ o.lr- jd? , vfo-o- V:~ :~ [ 1----1 "- VJ h U ~ h ~ U ~ ~ N ~ ~ ---- >q ~ -- oaf'.... f'....N ~;; f'.... ] ClO')~ ~Zf'.... Oo~ ~c..?~ L J:J..:J-- ("""I ~ :So J:-I...t ... ~Q ~Jo-J\.O Cl~~ tJc..?~ >--".~ aq Lr:l~---- ~~~ oaCJ')~ 2) LEGEND T=TEMPERED l '1 .f G) ~;?~R JOIST CONNEC110N 1'-4" A y \tV t:J 1/4"=1]_0" . -2X FURRING WI 1/2" GYP BD 9"-61/2'. 5'-4" .,../- i, ~ '" I r AmEO GY:;O I L,-- ..r~ '<C i') "" <C ~ @ :r: '" ~ ~ U ~ 2".5' l 2.5" 'I m n~,:l ',r I-::I)l' ~ ~I~ 11 .~ I ~ - - . . :-:-= "1luLASS ~ . . , , : I DOORS -::.."J -TYP I ~ -r ~ I I f -~ 1 i 2'-4" 2-4. "Ai NT G~E WD J ~ i 1f) 11" i 2 1/2'. I v 2X10 D.F NO.2 @16"0ICW/3/4" T&G PL YWD. GRP 1 ~ )'- I _' .j' @ ~;5.-4" I " I r2\ \!~ ,. 2X10 D.F. P.T LEDGER 2X10@ 16" OIC~ W/3/4"T&GpLYWD ~.~ I.. V ~ /""',--" , --'-;re' / X6P.T.BM/.// 11/2" Wy---- /' I -----z- /- DECKING /-- 1: . -...... ./ I'" I 2X4 EXISTIN~ FTG/FDN \L I 21/2."1, ~. d ~~ '1,;,0 . C]) EXISTING /1' AlNT GRADE IL WOOD jTILE CTR T~P ,t l'- . .I '!-" .A' ~ , 1----1 \~.. 0' ?" ~, 21_3H SOLAR TUBc---I / I EO''''' '''''? (4, I ~I 3.3 Mi" i " I ,~-4 I' ] 1 ~ I Ii, j':I' \ ) MAP & TAX LOT NUMBER: 17-03-23-44-00122 / \ ~ l'; ~ / /' [ - II - II - II r - 'f ' ." .. 11 ~ I ~ I. _ . [ ----j ~ilCJ i lsOUD LOWER DOORS PAINT GD~I ~~~ 2 PIE~ ~ B \i -" BASE e-= r 1 1 () \ \ / :y I~ I / ~~' /1$ ":1 - ~ ~ 1:$ ....l '"" ....l ti:: / MIL BLACK VISQUEEN \ -~ z o 7J --\ I / w /' \ \ SITE PLAN SOUTH ELEVATION EAST ELEVATION / v/ I I y- , " I \ , l' = 20-0 1/4"=1'-0" EXIST WALl~,2X FURRING WI 1/2" GYP BD FROM . YJ COLUMN TO EXISTING WALL .. " ;:;>, --'0- X FURRING WI 1/2" GYP BD 2Xl0 P.T. BLOCKING LEDGER~ ~ ,,7..) 1 ; EA SIDE OF EXISTING CABINET WI 1/2" DIA X7" A.B. @ 32" OIC ~/2" CDXf'L YWOOD r Y (~, (fIJ I I . . . -::::='. - )J~ r Cdt/p 11M) I . j~ /"' ",.r (hi ( f,r ____ _0_...........--- ..J, )~/2 +1- j7"+I-pAlNT ~X6 D.F. P.T. ON) . / / / 51/2 ND TRIM GDE 2 PIECE ~ ~ /. 1/ \. 4X4pOST~OIC ~/~ WDBA~ SIMpSOr: i L7 0----=-=--7-- --.J / - -------~- d XlSTING CABINET & WALL S; ~o WEST ELEVATION 1f) 1/4"= 1'-0" .C)~~?oTlNG DETAIL I I ~f- a:: a a;;: :;;:cntr Lu-O :r:t:::l.L. 1--:20 l.L.a::Lu - ;;: LuLuO a::D...o Q~2 x:r:,,<: Lu I-- co --JccO::::C::ci -; -J lLJ CI) 0 "<:0-- :I: ZCC 0:: U)::>O~ 1--00>- :2LULu,,<: .. N 00 UJcc-;;: ULun:Ll...JO _O....O~CO I-U)I: T- 0-1--:2>- _:1::::>0;;: --I--~u<<: I STAIN GLASS--" ELEMENT '" ~ JT AIN GLASS ELEMENT rXISTING COUNTER TOP j :1 II "II " S ' I II II J Iz,;z:I ! I I I I I 1;;h.-J~iTION:Oregon law requires you. t.o T jol;o~ r~]es adopted by the Oregon Utility I L' Notification Center. Those ru~e~:~ ;;~_~~~ in OAR 952-001-0010 throug 2X4 0090. You may obtain copies of the rules by calling the center. (Note: the tele.~ho~e number for the Oregon Utility Notification Center is 1-800-332..2344). f--1 f--1 ~, X 16" SCREENED FDN VENT - TYP Qx/0 I /;j \ A1 N I ~ (~ ~ ?Z I~ : 6.6 i ,I" VFY DISTANCE TO PROPERTY LINE & MAINTAIN 5-0" SIDEY ARD SE:BI\CK ~ ~ o o :g ~ ~ o ~ o 0 ~~0 O>~ ~~~ ~~O >Oci ~~~ ~~t'i: ~.~0 ~O~ ~\Jj~ 1-41O~ ~~CJ) 12"-6'" IT.2" +1.2. VFY @; SiT:: ,. I 6-6 2.0" f 4".0" .' I 2 CL T"'P I .'-" 1 ~/4"=1'-0" INTERIOR ELEVATIONS OF ROOM 1 C,) ~~?oTlNG OET AIL FOOTING AND FOUNDATION PLAN KITCHEN COLUMN ELEVATION KITCHEN COLUMN PLAN t-.. t-.. >::tI t-.. 0'\ Z 1/4"=1'-0" 3/8",;,1'-0" 3/8"=1'-0" _ __ -4 I ~HINGLE ROOF :;iYSTEM ~())L OVER 1/2" CDX PLYWOOD 4a5'5C( ~ ~ ~~TT INSYLATj)ION ......a;; ,\ " O;J, ~~... , - ?' " 2X10~ \24"0IC ,~I 0 II '11\"4X8D.F~~*- r::. \0) II NO.1 ~ ;1 "'0 )"- ' ~ 4Xl0 D.F. NO. r-/ - I FOI-{; 2X6 D.F./HEMLOCK 18" X 2 1/2" 7 G NO.1 T&G DECKING STEEL PLATE 1-6 BEAM . fTf~ . ~ :viSTR BDR'vi (4) 5/eJ' DIA HOLE:J FOR 1/2" DIA X 3" LAGS " 2Xf,@16"OICW/ 1/2" CDX PL YWD ~ II /3/4' PLYWD GRP 1 . ;1X10 D.F. NO.2 P.T. @ 16" OIC WI 1/2" " DIA. AB (!!J 32" OIC #4CONT.~.-=:::::..J -/- '-SIMPSON #4VERT@4'OICALT~ ~;:- \,.j. ~. ':!.' ~ , . , :.4' 6 I .4" I, "i . 1 I 5" IvUN EPOXY DEPTH 'I ,I" 10"M1N.f #4CONT.~ I - - - - - - - - - - - - - - 1'-2" 2'.9" GENERAL NOTES I. I. ~'"8~ @ 6" OIC """ ~o" /2Xl0 D.F. NO.2 o 0 ~1 o ~ 2X BLOCKING --,.,.- (]) (;,...;(j 1 'v\u "\ 1. All construction shall comply with all applicable State of Oregon 1998 Edition of the Oregon Structural Specialty Code and local jurisdictional codes. 2. The contractor, and his subcontr"ctors, shall secure all building permits, certificates of inspection, and occupancy permits that may be required by authorities with jurisdiction over the project. 3. The contractor will keep the approved building department set of drawings, addenda, change orders and modifications at the building site at all times for examination. 4. The contractor will notify the architect of any dimensional, or structural system, discrepancies including modifications (i.e. footing/foundation system, structural system, drainage system, electrical system, etc.) before proceeding with the work. The contractor is to verify all existing dimensions and roof slopes at the building site and report plan discrepancies prior to the initiation of any work. 5. All roof downspouts shall be connected to underground, 4 inch PVC storm lines leading to permit agency approved storm sewer system, 6. The general contractor and subcontractors shall familiarize themselves with the building site and related lsubmitting bids.litions prior to submitting bids. 7. The contractor and subcontractors are responsible for parking of vehicles on the site in a manner not disturbing the normal use of adjacent streets or properties. Subcontractors are to provide safety personnel and monitoring of the rights pf way (streets, paths, trails, etc.) for safe use by automobiles and pedestrians, whe.never necessary, while performing work on the project. 8. Contractors, and/or their representatives, are fully responsible for any personal or property damages at the construction site or to adjacent property(ies) caused by their work on this project. 9. See structural details and specifications as per, Consulting Engineer(s) where referenced on drawings. 10. All construction systems and appliances to be warranteed free of defective materials and workmanship for one year after occupancy permit granted for the building. 11. Contractors to do a utility locate on all utility services to the site that could affect the work. Contractor to responsible for locating existing utilities and for notification to local represenations for scheduling work and required safety issue compliance. # 4 REBAR 26 GA. GALVl . GUTTER \ \ ~I 2X6 HEMIFI NO.2 FASCIN BARGE BOARD , " (2) #4CONT'T - ~5t.: _-_ -_ -_ , (2) # 4 EPOXY INTO~ 16' Iv1IN EXISTING FOOTING (2) # 4 CONT. 4" DRAIN LIN ,2) A35 SIMPSON @ EA. 2X BLOCKING :~.I ;,-' \:..3 CL ~- f 6" 1v111~ EPOXY DEPTH ,I. SIMP H:C---- @EA 2X10 END 4" COMP ACrE QUARRY ROCK ; ",2X8 D.F. NO.1 FOHC J , CD ~~ING CONNEC110N 1-4" G)~:~M/WALL DETAIL CD :l~~E Q ~~~NG CONNEC110N TAliU: 23t-Q-NAlUlIG SCHEDUl.E-lConllnuedl TABU: 23-1-I'-AU-OWA8l.E S~ fOIl WINl) OR setSM!C I.OADlNG ON VEImCAL D]AI'liIlACiMS OF FmERll ARO SHEATKIIlG IlOARD COIlSTRUCllON "FOR TYPE V c: NSm\fCTIOH ONLY' ~Mj'l ~'UI:di i,- WOOd stNttn ~ add po.u1icleboMd:l Sub'1ltxlr.roo! aDd wall ~lleillhing {to ~). 0 meb = 25.4 rum) 1J-m!lm 1~J2"'.)t"" 7""--1- 11""_11(,( Comb1natioo wbfi()(Jof'-urdul"ymenl (to 11'a.-Wav (I mcb ;; 25A ntll1) lIlt mdbJ '"". .f,,;_II/.. ~ I :27_ Panel $id.hI& Qo frnmm,>: Ik~ (13 mm).or lw 5f.*(l6mmJ 21 fibcrlMud ~tIClIthin&"l 'h"'(I:Jmm) 6,0" , , '! ,. 'I SliEAJi'lAUEIJfIOtM)$J.1S\1'OaJ "'-,......."""""........,."... MOUND PEliilU'tEnAJm$-lIDfUS2 ~ ATM~n;.'POfifC 'XU'fIlr~ 6<1' 8<J4.or6l:P 8d' IOd."'.... 12 i4 12 :-14 ,~ 12 41: ~~ V-- PROJECT: SUE AHJ) APPUCl..T1,* ~LSG:!. I II t 1h.~X"')(" NO,ltp~plv.anW:<lroefi:!'iI" (13x 1119);24j~fMl,} 11120!{38 II1ml Jont,ll1rt UI mm.)betd 12. """x"x" NO.llA'"plv..;""'""","looil (.wx-fi~9x243&rnm) ')/4~("mm)kq.lh~(Jl rnm}be1Id t~1bcathinI di~.sb:ill noIbe U$td IOblaeeconmtC orm~ walk. 'Thc""",........,..llS[77I1/)(", '/1,ind!X4-f....I-fOOI(lS.1219.24311....)6_sI><>Ih- ... DATE: 1018103 '15' 6d' 6d' 10000or&P ----- I~ I I i 2'-{)" i I, I, ii WI ----- m ~ DRAWN BY: JR/CJ ~I I. 1'-6"" i. . 1 10-0" 12-0 1'1 .-------.------ -- No. II pI' 6d' No.lbp.f I B/nMaOfflfTl; No U,Il;L' . 6d' l~ ~__ _""___ _ ~ No 16p.' '29 lnluio;_'inj, I I ~~~ ~m }/,'" (9.5ml'l1) 6d,11 .Coromoo or txJ.-. nAils m<I)' be ~-I:"llcepl wne~ oCh;rw\Je ~ 2KIll"h~" 61ncbe:l(l52 mm} on cenler at edlCS. 12 Inches fIDS mm) al inlmn~1lUr"$l.lpporncxccpt(i iDct.es (152rnm) III aU, 5~ ~spam ~ 4,flmcl1cs n~~9mm}or mwt ~rnliIiClt of wOOd suuetmt pane).and P(!;mc~"t! di~s and ~ walts.. refer 10 Secuoo2Jl~ 3 N~ fOt wall shca!.hit'iJj nta)' Ix: camIftOO., be>>. ~wil1l- lcammon or dcfonnm shml. 'Common. .:5Ddwmc:d wllk. 6Corr(lMOf}-rt$i~tam $sd'loI. or C:Mint Mils COrlfC1l"Mir'l$ 10 llle rc{jl.lltt:m~a:. (1[Scction 2325.1. 'F~w:" spaced] inGbes C76 Ii1rnJ 00 \.o~mcr Al tUettOI' tdte~ ould 6 W.hcli {(52 mm) on ornlCI at intl:mtcdi& wp- pons. lCurrosioo-rcri!itallt JoofmJJUlJIswith 1Iurinch-diamacr(H mm)Ir:M.l.n<l}lfrsnch (3! Inm) leniJh for Ih'inc:t! . n3lIl-"!}*-thi~and_ ..'_ .14-in::h. .t.... mrn J lcfl.i1h ror25/~-indl (W nun) she.llhmgeonfoolli~ lo(hc tequil'tmt.bU; of-SectiCI:I~~ ,- --~.._- - !la:.nO&l~rtW!intl~! IIIItbJi~1"1i::!DCh(l1 mm)crownanclI14-locb{2Stnvn)fenK-ihl'or Ih;inctl(l3mm) ~~m:Jd l1h-iooh(38mm}fen~fPfZ:;JJ.1"~OOmmlme3ttlllll......."'''''''~_ C\)lhereq~mtnuorSecliOl'\ 232:S.J. I 10f'a0e1~,," 16 incIteS {406 mm) {20incbes (50& ram} if'ulengtba>:.ism(bl: 1001 d1rectiOD (If the pI1U!;l. unlw othav..;;: m.mtod] Cni"l(!: Of frqUh nml$ .ipwcd6 ~$flSZ mm)oo ~ ~ 12lJltbesQOS nun) I.l. in!tt~ mcdialeS\fAJOfU. . IIPfalels~.1A ~(610mm). Casilllarfmish nails qwced6 inchc;; (152 mm}oopanclcditl, 12~ (30Snurt.}lliatc:rt:no:!:~SUPJlCiik DESIGNED BY:AP TABlE 23-l.G-WULiNG SCHEDULE NOTE; CONTRACTOR TO VERIFY ROOF PITCH BEFORE ORDERiNG NEW TR.USSES TO MATCH ROOF SLOPES WIl11 NEW TRUSSES TRUSS B NAlLlNOl I 3-id I 2,&' I 2-Sd I 3.,. I 2,'6<11 16d..16.(406llml)....1 1-16dpci" 16" (400rmu) 2.16<1' ....,_"'2.16<1,,,,,11..;1 I 16d1l24'" (6fOm.M)~ J6d_l6"'{iW6mm}QL 1-1601 3-1<1 ad <116- (m.rnm).~ 2.16<1 16d lK 16" {405mm.} o...e.wn&: eached:e 3~1kt TRUSS A ]0""""""'" L Joist lOmlOfclntdr,tocf\All 1. .Bnd&int fOJOlSt. toeoail wi tlid 3_ 1"~Ii"'(2.Smmxl'2'~i'~;';nQo;:rorl~to~j;sl~~nlil -4. W'~~ t*X6-asmm..152mm)subfioarloeadljMl.raa:nlUl 5. 'l!' Cil nun) 5ubl1oor ~ put or tlroe.:. blind and We ftail 6. Sole pIaIc w joiu or Ndil'lio lyple&I raa: IW1 Sole plate K!. joiSt or bklddna.- ~ WxecJ ~ p;1;ndJ I 7. T'4'pl>l< 10 '""....snoll I .. Stud...... pbl< , 9, Dool>Io......r..:.fIIl1 I 1(1. Doubled top p1mcs.lypat fact rw1 Dool>Io lOp piIl<l.lopsplko t tL Bloc:ki-nJbdv.'CCn.io=arrti!krs'k:ltap-plHc.,.{QCn&iJ 1'...-j<>iot......p1....~ - 113. T'4'pJOl..,~ODd illl"",*"", r.,.1IIlil I t4. Comitluous header. t';\.'{)- pi~ I IS. CclliiC,jCliJ;U10 p..tOCtllii 16. Cofttinuou$~k)md.tO:nail In. CcifmsjWtr.,1.(i\'Mpt;nitioo$.UQ:!~1 III. c.lliIlit]o>mlOpoI1I!ItInlItn.r"""", 19. ~lDp_UIeMI 2a. ,,, (2S mm) kItX to QICh utd tlDd pl._ rKt: nail 1!. r"J;'''(2:SN't:l!2OJlm'!}sbta.1hi''l(J(kss.1Ocach~rl<<:oW 22. w""lNol.Xr(1l_x2ll3....)~"'.,.;h_ns.(""'1IIlil "i3. BtIi11~1JC) oxner Itl.d 24..Built-~pdct.-'ldbeat;u REVISION: 3/16/04 114='1-0 1/4'=1'-0' ..,. " " N Z o () ~ o i () ~ "" '" '" tJ ~ NOTES 9 FOUNDATION PLAN ;;: FOOTING DETAILS N TRUSS PROFILE pS INT. ELEVATIONS <C !t ~ 6: 8 IQl ROOM FINISH SCHEDULE CONT. DOOR SCHEDULE WINDOW SCHEDULE I SIZE 2' S" '1' I[ 5-C' f [[ .1' I -I" , . I I SIZE I MA TL I NOTES 13'-0" X 6'-8,,1 SOLID D,F PAINT ODE TRANSOM ABOVE DOOR 12'-4" X 6'-8" Ip AINT GRADE WOOD LOUVERS FULL HEIGHT 1z.-6" X 6'-8" I SOUD CORE PAINT GRADE ;2'-6" X 6'-8" 16" WOOD STYLE & RAIL: PAINT GRADE, TEMPERED GLASS CENTER I I IOPRTN*1 NOTES 1_. 1i"'EiViPt:f'.I\LL UI'lJI :J"ILlJf'\L.t:I\j1 ITO DOOR '5'-0"X4'-O" EGRESS i ! 5'-0"X2'-0"; PICTURE ~ ! I I i I I I ,PAINT SYSTEM: PS1 LATEX (2) COATS. (1) PRIMER. LOW VOC I' A1NT/PRIMER PS 2 ENAMEL (@ BAll-1 & KrTCHEN REPAIR) (2) COATS. SEMI-GLOSS PS 3 EXTERIOR SATIN FINISH ENAMEL. (2) COATS PS 4 CLEAR WATER BASE FINISH. (2) COATS. LOW VOC TYPE NO. NO. TYPE A & &., 012 . ------ & 1 2 3 4 , 2.-6'" I ,I' -r ~.DI~~ I II ~I~-J ~ 91 I r II I "'1]1 II i -+- . ---J.- ffi I /3:-.0 0 'I' V,\ FOR EGRESS t H<l 3.1611 3,'601 ,... 2-&1 j ',"'1 H<l1 i6d.~"'{6JOrfUll.)(t..(.. I 2tJd It 32'" (113 mm) &.L. at tap and I botf.ilR1!Dd~2.204 ti mk m:i ;i.! eu:h spUce . 1.16<l"_bwl>l& I .~- mil II" __ 'J I' I 9, ; I: II II 1 i ;,- i ii II :1 ii i I~---- ' ~ i :TRIM i HEIGHT! MTLI FIN NOTES ! ICONCRETE SHEATHiNG UNDER TILE WITH FLAT HEAD SC,'REWED 8'-2" I~~~WD PS2 i FASTENERS @ 4" OIC @ EDGES & 6" OIC IN FIELD -TYPICAL. I j - . I REMOVE SIDING @KITCHEN&GARAGE WALLS VARIES JPAINT "PS2 VFY CEILING FINISH (PS4 OR PS1) IGDE WD i NORTH. i : 'MTLI FIN , , I , CEILING TAllLE 23+ll-1-ALl.OWABLE SPANS FOfII.U_ FLOOR AND ROOF SHEATHlNG'.' I 1&INlM"~ HEf lHlCXHESl! 1Iru:JtN) OP WfDS\ Pl.A.CEii -.-~l $PAIl I AI!r~b:~ 1 ~~..5upportI j _ I 1 1'2S,U__ ~Jlrma SW'f-=1Drr- t ~um.CI:lKiI'tlllI ~DJy' 1 ~Ur~ t . I'IcNn tL 24 I ~/~ n/u j2 16 :'/~ Ilh.. I Po.- 13.. 24 l ~ l "'1' t JI( I n~ tln.uWiun dclaJ1j, shall 0Jnf0J'm tq s.:.ctions z..~9 I .m 2J26_I2.i to; flooc and roof s..T.alI:in&. re~Jn.1)'. ;!f'I-oof or roQf ~lni coofomn. ",Jth t.bh table shldl be deemed to mecI the d:si.;Jl 0"lJCnJ. of~ 2321 JMnimum 19 pe..:c:trtfi1OW~~. EAST SOUTH \-vEST " MTL! FIN I MTL! FIN i MTL i FIN I I I I I 1/2" GWB 11/2" GWB OVER! 1/2" GWB 12" X FURRING 1 BASE FLOOR fA ROOM NO. 1 MTL i FIN , I , InEON1/2" I cor.c BD I MTL i FIN PAINT GDE WD FIN MTL .... :J'/n 1111.. 'I, 'it PS2 15/8" GWB I I ! I 15/8" GWBI ENTRY/BREAKFAST 1/2"GWB 1 I PAINT GDE WD I I , I I CARPET ' PAINT GDE WD I I TILE ON 1/2" CONG BDI l11lE ON 1/2" I r AINT GDE WD COr.c BD , , 112" GWB I 1/2" GWB 1/2" GWBI1I2" GWB I 5/8" GWB 1/2" GWB; 112" GWB 25.2'tllmon,pUoO> I 2 I 3 / /4 CARPET PS4 MASTER BEDROOM 1/2" GWB 1/2"GWB SHEET 1 OF 2 1/2" GWB 1/2" GWB 1/2" GWB 1/2" GWB I 1/2"GWB i I , PAINT GDE WD pS2 A~~ PS1 7'-11" CLOSET SHEAR DIAPHRAGM AND NAILING SCHEDULE WINDOW TYPES BID: WOOD WIMDOW FRAMES WI EXTERIOR METAL CLAD. LOW Eo ARGON GAS PAINT I GDE WD PS2 5/8" GWB PS2 7'-11" 1/2" GWB 1/2" GWB BATH 1/2" GWB 5 1/4'=1'-0" - - I .'~ -. ... Q ~ I.e '" ll. [5 'e H '" 'c Ie ~ r- l\l '. ro m .. '. C~ '" .._~ ,. .. c;> .'> s: .,. "."- rl .. .... '" rl : 'f - / Wx L I.L: 4.BI2DF '. p_ .. ... . .~r~)2Xl0~.2..?F \AJ.. f-~-~-=JF-' ... - . ,,-,,-_CJ:_,-__._ 'Y/\ . - 4'~10#2 Dfl - .' / . ,~ ..11./ :: . IIJS " l"lli /110 II";; 1I"t II II II". Wx r R/'N Wx i '/'~~r ~ ~~ ~. 5.55 pJW I 21 + , .."-~ II ," -...... '." I VVx ~ .5 5!l . 21 centlr!uou<l rlm-jolil1; l' I c:: . .' proj. #2784 / MEDFORD ADDITION ~ 21: 1/2' CDX or 7/16 0513.. BdCll6" edge5 I 12" InUrior5 nailing. I3lol'kihg 15 required. Nailing In5p~on 15 req~lred. fS22orST22 6trap trOIT, ..htar \Vall to rlm-Jol,t below. 1/2''><10" ,",ei~()Zolc.. Wx: GENERIC SHEAR W6l.L (empirical de9fj!n) 1/2" CDX or 7/16 0513, BdC/ll5" e4ge" I 12" Im:uforo nailln~ Blocking NOT ~ulred, Naillna In5pect1on Not r~ulr'iod. 112"xlO" ^B',;4M' ole.. S = fS220r5.1'22 I>t;raf' ft'Om 6h....r willi to rim-JOl6t below. NOTE: 'pile" all d,mblr. t',op plate" a minImum 6',()" wI 10d ~ 3" ole ot.aeeerea for 3' ea. "ide of t:a, joint SHEARWALLS ....iO:V/l..T-D"./'P"*- .....; "'~Df'ORD APPmON pro......- . I=ti... 5I'RiNGIElP. oR d.oU: M31D4 fret '27&4 HAL PFEIFER PE:, P.C, c.......th!~ ~UILDING DEplGN I'Ii,ln<< ($41) ~257 4OW.l7lh. eue-.OR 97401 ......".....r ,,2' R/'N '" REINFORCi::D WINDON (In..''''" or ou~lde) 1',""'--""! .....::- u'" CS20. wap () 5111 and """de!' (2 per \lindow) i ~ / Center CS,~O On I'Ifna(lW . , : !.....~ H€i' Black behind C$ZO wI ~ flse "" r~''''. . n I. ii Fa"'""" 6t(apwl/\J1I nailing O.",d 24" & ~'4 Cll mladle. .:....:L....L...ii.....-- Teco !'uInaer "anll maybe UllC<lln lieu ofciltsloa nan5. RECOMMENDED FOUNDATION "Dowel to exlllt. futlna. viI #5 bsre X 18" la, t/i 9" ole OriU 3/4 dla, holjl4" d~p ~ r.pll~, (No 5f'<'Clld In5p,) "or DOWlSl to exl5t, found. wI 6/8" ala. x 4" "",beoliT1~ Weda" Anchors (1J 9" 010 \V! lB" long Illl~thnllld. (No epecl"II~5p.) COl(QI05& &~ 1I2xIO~'edPJ2' Z1 9.00 6.00 1.5q 2,443.96 67'1.52 El7'I.!'i2 1,772M T822 . af o/1c1M1 nc>UI N-l1(1ega.) ....;..,:.,. -:( h UlI~ '" IJdu ",ad ""d. Ii 15't. qf req'd. epKlns 6HEA'MNG: V2"cOic tir ...u.I1tle OS~ ~ or 1/2" 08~ lIlc/lne wIle" tJlr; etlMl. nc>UI rec<>mm~ mlnlml"" 4' tJlG anoh(Jr bof~ 'f'8G~ . ANqiOR 801. T ~ 1J2" lC 10' Aa, '6 I SIL.... 2x6!'.t. I18I1'!"ftr I P x L~ a 731#/IIoItIelll ptat.l I .........." 91 HDS W.O, #2764 I MEDFOR[? A~PlTlON N EUGENE. OR Q HAlI'FEfFER PE. !'.c. 4d W. 11th (1541) 6&3-42157 !~ <I <l- Ca= 0.36 (iOtto <I) ~El5MIC DE91GN 1=. 1,00 R= 5.50 (~wa".) V" (~,oCa' R)W 3.Oc./R= 0;196 ~"'Ilu..."", 1.00 -'~II W ZI ""","..,_..~ l 8.00 w ~MIfthO"'~ 'Nt, 8/2.B7 .39 <l- --...... ..~ V=Wtxf 1,629.31 '" ~ ......~,.ft.oI""n v=V/L 2.03.60 .... ~ _ u.o.. ......"'......,10, PLV 111.92 .J <I +: ....nm~(.) .... ('1 ..._,......;4 (....i . , : '. .... ltl N ... '" CD U> .... ... ltl ._woIIhIlt~ ..,~-......... Odmlo ~...~ ....................... ~.i...I""'" H L' till: Mt:....~~.... ReV(H(l.) OlD PlO X 1.0 RMj; N .... .... CO ltl en en .... ..... .... .... ..... N .... unitwt. Br~a wt. mi5G. nlfJ nI_ 0.00 floor 8.10 nI_ 0.00 walle 6.66 2U>.76 1,509.82 1m/wall. 5.50 166.9~ 885:12 compo roof 13.13 449.54- 5.902.46 tct1/l1 8.297.39 - MAR 132m tiXPlK~ 1"'31/04 Rocifae..rir 97 Unllolm BUlIdlnII Coda (97 NOS) lVer.' 8:00:5. BY.'HAl PFEIFER. 40 W: 17th. E'~eiie, 97401; 541.683.4257 on: 03'13-2004: 08:14:13 AM Ptoiect 27&4MEDF - Ulcrioft: MaR imJGE"SCAM -. . SummaIy. 3.5 IN. x.9.25IN x 13.0 FT "1 . DouQIu Flr-Uuch _ Dry Use .Seelion ....d.1"OW:By: 2.4% ...............M" .FIIdilr.:Seclion,Mod_'......... DA_.'-~.Q;14l"n: 0elIllC\ians: . ~......", -.---.-- Dead Lo.d: . u... tllad:. TlllalLoad:. Reactions (Each End): Uv6to8lt' . Daad1.oad: . Total Load: ~ .lllngthRaqultlld (Beam only. support capacilynolchackad):. Beam Data: Span: Maximum lA.b.aced Span: P~ch 01 RooI: Uve.Lo8d DelIoct. CrtIeria: ToIaI.1.cadOellecl.CI1teria: . Roof I.lladlncI: Roof Uve Load-Slcle one: RoafOeadL.clad-Sldll.One: . . TtibutBrvWlcfth:.Sldll Ollll:' ROOf Uve Load-Slcle Two: RoafDult,t ....,u",,*Two: 'TribUWy WiclIMllde"T\vo:. Roof Oullltion FaCtor: ..lleam SelrWeiAlt SIopaIPildl Adjua1ed ~ end Loads: . Adjusted Beam Length: lleam.Unlrorm.U\lll,L.oacS: Beam UnIfonil.Da8d Loacl:. To~ Unlfonn Loacl: ""..... ,... ...'.... For. ..t_f\tu..:II...~ Bending Sire..: ShtlarStress:' MocIufU$ Ol EIasticIty:. SIre>> -. ,...lalIar to Grain: Adjusted Properties Fb' (Tension):, . Adjuslmenl Factors: Cclal.15 Cf-1.20. rv': Adlt,:~ ...:f'lIc,tor"Cd=-t.t5. .00signRe..; ,'.'.'. _.~. . ConJroIIinA'Moment . . :6.511 from IefI.SUllIlC1l. . Cr1lIcaI.: .. _..... ~ by oombInlng all (lead and llw Ioacls. Conlrolllila Shear: A\lIdl.tanced tram su~tt. Critical shear .. ..,. :bycomlll.,hlg allde8daflcf.!iYe_. CompaIIsons \I\IIIh"ReqUired SeclIons: Se<:llonModulu.. (Mamant): Area (SIlear): Moment of. Inertia (Oeflec:tion): '. Ell 39'M 3d ~3.=I3'*'! lIIH Y't>; OI.D= 0.19 IN l.U)o 0.25 IN.. tJll35 TU)= 0;43 IN....U359 ,tJ..ftm= 1r15 '1:8 0l.-RxrF 750 LB Tl.Rxr\o 1725 LB "81.a 0:79. IN- L" 13.0 FT lIP. 0.0 FT RPo 4 .: 12 U. 240 l:J 180 .LL1,. 25.0 . PSF ...01.1= .17,0 .P.SF TWl= 3.0 FT W,. 25.0 PSF 0\2B 17.;0., .PSF. .lW2= 3.0 FT .(>> .1:15 . asw.. 8 Plf Lad'- 13.0 FT lI4.... 150 PlF wD~ 115 PLF -wT-c .265 PLF fils 1000 PSI F.... 95 PSI .E= 1, ""^,,,,,,,,' PSI Fc:...JleIP" lI2.5 PSI fb'" 1380 PSI Fv''' 109. PSI -uo 5608 'FT.LB V= 1553 LB' .Sl'ecp 48.75 IN3 B= 49.111 1N3 Areq=' 21.32' IN2 A= 32.38 1N2 IrlICF 115,73 1N4 1= 230.84 "IN4 lSl1>EB91l>S Zl:tll Sbbl/tl/Zl Mu1Ii'L.oadellIleamJ 97UnJfOllnlluUd1nA Code (97"NDSH V&1;:6.00;5 . By. .HAL PFEIFER, 40 W. 17111, Eugene, 97401, 541.683.4257 on: 03-13-2004: 08:15:31 AM .Pn:Jiact: 2784MEOF.-L. ,". .. ~1"MSltCElUNG'BEAAI . .Suml1l8Jy. . . .3.5INx 9.25 IN x 11.0 FT 112 -OouQlas FIr-la""'." Dry Use SectionAdeQualtlIly:21.1% CclntroIIinOFadcr. _ MOdulus:1 CIiopIh.Requinld.B.41.m. CenlerSpan OllIIllCIIons: . Dead Load: ~e'" .U..Loa<t: .~ ToIaI Load: 11..O-Cent.eI" Center Span'LeII.EnCl Reactions (Suppon A): UlIetclict: OeIIdlDad: . Totat LoIKI: 'lIa1inA:L1mlIIh ~ <Beam cnlr. ~.apacllyilal dled<ed): Conter SpanRiQht End R_ona (suppon B): Llw Load: OltllClLoad: TolBl Load:. BearingLangth Requinld (Beam only, support capacity not checKed): Beam 118ta: Centsr Span Lenalh: Cenle, Span Unbraced Length-Top of Beam: CenIer Span Unbraced Lerigth-8ollom of Beam: Uve L084 Duration fllClQl: Uve LoadOetlecl. CrUatla: 'TOllIl.LoadOatlac:t.. CIbtla: Cenler Span loading: Unifonn Load:. . UI/8 Load:. Uead Load: Baam SaIl Waight: tolBl Load:. POiilllDad1. Live Load:. Oead Load: LoeaIIon {From tell encs of 1Il8i>): :f'roper\ies For: .2. Douglas Rr-Lal1:h . Bandina Site...: Shear Slress: MOdulus of Elastid!y: . ~lteSS 'Perpenclk:u1a..c. Grain: Acljusted ..,. " J. "Fb' (Tension): .AdJUlIlmenl Fao:llIn; QF1; 15 Cf=1.20 Fit: Adlustmll1l 'F&ctors:.Cd=1.15 Oetign.Requlremenls: ControlllnoMomenl: . . "7.92 Ft from teft IUPpoft of IP8tl 2 (Cen14r Span) 'CiiIICal . ",.'" .... cn.aleIU.~_..~'>lII-de8d loadsand.1llIIl1ollcls,cn _.....2. Conlrolllno Shall; . Va Ala dlalanca,d fmm r1ghl iuppOn of.sll8li 2 (Center Span) 'ClIUCaI shear created by combining all dead.loacls anl(Hve'loacls on span{s)2. Comparisons WlIh Required S. .::....,. SecIIon ModuIuo (Moment): .LL~ .DL-Rxn-A= TL-Rxn-JI.: Bl..,Aa LL.Rxn-Sa Ol.Rxn-llo Tl-lllcn-llo Bl-Sa L2= Lu2.Topa Lu2::BoIIoma Cda U U wL.-2= Wtl-2= SSW-. 'wT -2- PL 1-2= P01-2= ,X'.2= AI" Fv= ,E= fVetp= Fb'= .F.... .M= Area (Shear): . Moment:of Inllrtia (Oen.oCtion): . S/'8Q" ~ AreQ=- A= \reQ= I- .1>0 39\1d 3d1BJE!3d l';IH lSll>E8911>S . . 'Zt'>7 0.1' IN "0.12. IN=1J1129 0.22 .IN.="[J~" 4llO. .447 9:z6 0.42 820 752 1572 0.12 1"1'.0 0.0 11.0 1.15 240 180 900 95' l8DOODO 625, 1242 .265 1497 41.21 49.91 20.56. 32.38,. 70.M 230.84 LB. LB LB IN LB. LB La IN FT FT FT 50 .PLF 40' PLF 8. PLF 98 PLF 750 .872 8.D. LB LB FT PSI 'PS1 PSI. pSJ PSI PSI 109 FT-LB 'LB IN3 tH3 '1N2 1N2 1N4- 1N4 lFtll!i661/H/lr .Roor 1leeniI97 UtiIfonn BulldlnQ.Code (97 NOS) IVer. 6:00.5 " By: HAl; PFEIFER. -40 W: 17th, Eugene, 97<C01, 5041.883.4257 on: 03-13'2004 : 08:12:38 AM ProIoeI;.27&4MEDF - Location: .8REAl<FAST" AREAHEAOER Summary: . 3.51Nx 7,251Nx6.0 FT 112. OouglasTlr.Lan:h. Dry Use . 'S$CIion~ 'By:'32;~ 'Cllntl'OllingFadcr: Seclion'Uoduluaf'0ePIt>'Required'6.3lft .'Deftectlonl: Oeadload: Dll>>. live Load: . LLO: Total Load: TlOa Re8C110fU1 tEsdl.End): 'L/Ye Load; LL4b:n= Dead Load: DL.Rx/lD TOI8I Load: Tl-RxnD Bearing.tong1h Requlred (Beam only, supportCllp8d1r llClcheduld):. 8L.. Beam Dais: " S~en: .MaJcirnun1t..i.... ..'......~ pnch Of Roof: . Uve.Loed Deftect. Cltterl8: Total LoadDenect.CI1Ierls: Roof.LoadinQ: Raol.Uve.load-SIde"One: Roil1 0lI8d~0mI: TtibUl8lV WIcIIMllde One: Roof Uve load-SIde Two: RoolDssd Load-Sicle- Two: TtibuIsJy WJdtl>.Sila T'Ma: Roor Duration Factor. ...BumSGlfWeigbt SIope/P"lIch Adiustell'LenliUIs W Loads: Adjusted 'Ileam l8tllllh: BeamlJrillomtUve'Load: . Beam lJnilomI Dead.Loed: Tol8I Unlfonn Load: P. . .. ;:.... For: 112- ""''0'- Fu"L.an::h . BendinA at..." She., Stre..: Modul~ Of EIaaliCity.. : SlteuP., , ., .:.JlartoGnlin: .Adj~l8d Propertles Fb'(Ttnslon}: . Adjullment Fec\Ots: Cd=1.15 CPUO' fy': AdluatmentFactonl:Cd=1.15 Design Requirementa: CoIl1l'OlJ~ Moment: .. 3.0111.om 1ell'l1JI)pat . ." CrilIcat ';" cn8led by combining all dead and 1lYe108ds. .controIJlnQ Shear: AI.a dlstancutfRlm SI/PPOIt, CI1IIcsl shear crested by comblnIng aD dead 8IId 11\'& loads. ComperllOfUl WIlh Required SecIIons: Section.MacI<ltulr (Moman!). '" .4= lIP RPa U U LLl" ..Dl.l" '!WI" .U2" Dl2= TW2= Cd" BSW=. l.8dja: .w\;>. wO 'Q,ji= -,.,... Fb=' Fva E= Fc~ Fb'= Fy'a Moo V= .Are8 (Shearj: Moment.oI.lll8dia (OefIection): .~ S= AnIQ=' . A". II'lICF ... 'Sll 39\IC 3d ~3dn3d"1\;'H LSl~89t\iS .l.y::tll' S6&IIHllt 0.004. 0;CJ6. 0.09 U)5O. .683 1733 '.0.:7.9 .B.O 0.0 -4 2<CO 180 "25.0 .15,0. -4:0 25.0 15.0. 10;0 .1.15 .6 6.0 350. 228 518 900 95 1800000 .625' 1346 2599 1386. LB .'23.18 3O.ll6 . 19.03' 25:3lt 26.31 "1;15 , . ~/O; IN. IN =LlI255 IN a lJ180 1.8. LB LB .IN:. FT .f'T : 12 . PSI' .PSF FT PSI' PSF.. FT PLF FT :PLF PLF .PLF 109. PSI . PSI PSI PSI PSI PSI' FT.LB lH3 lN3 1N2 lN2 ." 1N4 lN4 . . e Legal description for Tax Lot 17-03-23-44 #122 Beginning at the Southerly most comer of Lot 11, Block 4, TI-IIRD ADDmON TO NORTIIWOOD ESTATES, as platted and recorded in Book 52, Page 11, Lane COWlty Oregon Plat Records; thence along the existing boundary lines of said Lot 11 the following courses and distances: North 360 5S"00"" West 95.00 feet; North 340 55" IS" East 57.59 feet; along the arc of a 50.00 foot radius curve to the left the chord of which bears North 870 26' OS" East 60.86 feet, a distance of 65.43 feet; thence leavi.'1g the Northerly boundary of said Lot 11, South 300 01' 07" East 39.26 feet: thence South 00 05' 00" West 52.81 feet to the Southerly boundary of Lot 12, Block 4 of said TI-IIRD ADDmON TO NORTHWOOD ESTATES; thence along said Southerly boundary North 89" 07' 00" West 2.26 feet to the Southeast comer of said Lot 11; thence along the Southeasterly bOWldary of said Lot 11. South 540 04' 35" West 66.61 feet to the point of beginning in Lane County, Oregon. . . 0... ,. 1 I Legal description for Tax Lot 17-03-23-44 #121 Beginning at the Northeast comer of Lot 12, Block 4, THIRD ADDmON TO NORTIIWOOD ESTATES, as platted and recorded in Book 52, Page 11, Lane County Oregon Plat Records; thence along the boundary lines of said Lot 12 the following courses and distances: South 0053' 00" West 145.00 feet; North 890 01' 00" West 77.74 feet; thence leaving the Southerly boundary of said Lot 12, North 00 05' 00" East 52.81 feet; thence North 300 01' 07" West 39.26 feet to the aforementioned boundary of Lot 12; thence along the arc of a 50.00 foot radius curve to the left, the chord of which bears North 200 55' 55" East 48.51 feet to the Northwest comer of said Lot 12; thence along the Northerly boundary of said Lot 12, North 810 54' 55" East 83.03 feet to the point of beginning in Lane County, Oregon. .' , . . . '~:~~Aj~ proj. i!~.184 I :ty150rORD AODltjoN . -.; . " ~ , . _.';";"'~.;';:":. . "j"~"';~"___=-i-&~...,;,":,,,_.~,J.~_.._,":-._"jo~':':",' .' . . .' .' . "." . '-. . : -."... "." ," .: '. ','. . '.U./v.. ", .:.~. .... .~~.:.. ,''''~l'1:Ii1Sr9aftfu~i!~~lhll~4/~J~:.. JVI; .,:}i,.,' :'.: '.: '. . ....: . '~.~~/Q~"Il~Il6~~~"FciQ~ d": ~ '/\/.' . . :":.,. .:.: ;;-::....~I ..' :fd~nne'\'IlIIII>tI~"""'" <.... .' ~:. . ':f: ...... -~~ . r;;*;-';;; . -:.... ~..~~.',' ~ ,%<'J . "~~/J... '0,;12 ~4F. ~'H'jLe . ;.' '~1 .:'.~ ~ ~ ~ ("jll~ Q 0 1Ii;'.. > ~ ~:.~: t ID ..~J:.-t~".' "lwl . ' 'J. -. . _ ~ fE. T' II - Mil ~ i.U ~. . - . ~."t. . . ~ ilL.; ". ~....~~....-"",...."'" ....: -"-lb:.........-....-..... . 1/ ,.' . ..'f' 'Ci' 8t 'VI\' .";'r-'''''-''''"''',,;,,t"'~' '." ~'1'........."",--..~::r..1 ~. . .~i~ lZlj . ~ :'.. \R. .... >. . II ,'." A ",""'" ,I. /1 '.. <"'.'. . "l.,'~ ",.. .... .,... ...>1:",' /O",.r ' ;{ . . J.. ~ '" ~I! U~ ~;~ ;5.9f(~)2x;()I2P~J" ., .......... ... <.' ..C'flm\t*" ~..... ;,)-j 'II~. '.. ~~ V..:;,. Z1i '}?':aa~or1J1t1QsB;a.lCll~"~ae,;f'i.i'!t~rlOtti~~liJne.:" ~L . r~. .:; ~ t.. 'J ... .U~l;Iililis ~utr~,Uia~ll'f 1i1;;~~:i~l'pqillretli.'> - ." . ::-H'; I r: ,;: ~ H~. . _:~ '1 .. 'I?'ldCtM'I!02' !,Ic. Hr1'14?w/~~rej~#.ii. dri#. ~~~~ t;ti~ . !n!'::.1.~.~.!.--~.7"~~.J~~ .... /j .~.ef::of1}~;~J~#:~~1~~~~~~~Qi"ai .....1 .. ~i:ckJilil NQT ~.;dr~. ~.li!haI~Qn Not ;~al!,~; . .., ..' :'~.~~'Pie...;... ..' . . . . :1::1. ~ HTi'lfl a"c~f.l? 4Xqr~al ~~~l'rf1~$re'~ '.' .." . . .. '.. . .".. I N~ ~p'I~ ,if doubl~ 1:oi?P~ fI!.l11lnrtriliri;$L9";.. wi 10.1 ~JS' Q/~ 9tiiie~r'" fQrl$'~; 1l!Mi?f~, J!:il"t '. .. : - ,.\.. .1..: e!' ~:~ ~.. .;;:.. U> If.:. ;ruw ~. I ~". ~ '.. ."'. .~ -. .~ . .~... rii. .... . .... "- '(~~~~;~.~"1.~ (3'~~'" ~ac.QMME:Np.EP;rpUND^ T10N :~}4 tlil;iu~ hil""domPl!~ f'1J~' . 1;ntI~P<!f'l~: .... . .... '. '.~i.~1 il1l\~cIlNDr.~urM. . '&~rt? ~f. fc~~; w{~ ~ti; XI~1 la..~ oi~ . :l;riIr3/44ifl.Ii9"'''.~&~/><l\CY;.: .. . '.. . (Nllli?~:~l "i~?) ....,... . . . . ":~r D.;....~I ..,' eXJ~t. fou~d. Wi '!!if8,~ c!1~: ;( .." e!rib~Jlieiri>, . \',I~e"i~~d>!l" ole;;"i 18" Idn6A/l4/1f~aJ,. . (No'~~[~l!~5P')' .'. . .'. . :-'" " '. . aril;ARW.AM.5,. ..>.;;~ '.~.' .'.; .~iI&:~r1~ .' ... ~~~~J~.fl;,~,~, ~. t,I~ f;OIll11IH-~UI~DtIilGQi:fiIGt>l .. ~~.0It~~1)~ 9?~ .. ~.3113/04 f"4w!U : ."j"~;~1!iit~0I\ ... .' . . '. " . ",.;';.....lll.ff' ~ ..IUiINFO~Ct;D \'y'HPOW (irl~i4~ pr ~~Ciltl~) .,'.....~' ., '.. . .. .' ~ . .. r .:..:>: :-- u~ C520 I!t<'!lP}~ ~1II_"jl ~~~r(2f!1"r \ol....pW) . ',; . .It'; ~terG&20C!'l.'1lflil9W ..' .... ...... . ,...,. ",:-,; 16, 61qck b~;n41 C;9~ "'}~ fl.H~ r~'.l. . .... 'i' F~p~"t.~p.y/f\iiii1;ii"i1~~"iizl~4.11t~7.t!nilMIe, ,.. ...,...... . ,. .' T,*, "_nil'" "iiil!' in~ ::I~!J#i04lnJI~~ Qf C:"t41loe rili~l!. m ~, 01/25/1996 19: 24 . 5416834257" HAL PFEIFER PE :W~Od:Zl84. fMEDFORDREMOfJEt PAGE 113 . ,H,~;r,r.E1!'ER;;:I!,E;;40.W.:l%ll :Et!GBIE::OR' f.54-1}ElS3<-42!!7 1 5NDW~;Dl$lGN :f AP'I'ElII>IlI'&CCllDt<_ , '8'1 uec Jtallt..~I0'9l ~~."'_. ~~N4'~ .nntr.Mdth. smlD6<<.ot. _"'~,",..M. ""-t. """".lqft> 'I'f,""e'l drift mad m:ed' tre con6td4ted'wNIn.: m.aIC,.lfttol'\Ott;.y .now loAd,.:~h;p''''PIt~. IMJ<. ~:llllbt.:o;hane<< 'Wl>=:f<l:5O. , ft r;-~_,.) ..~fl-~Ptr. <1=55pcf. -pc! , Iid;= '2.40 ,I): .,o.lZ>Pil..14E 0= t7.Z6 Tg=,'23;OO Wa,-.."~.r ,~ft . W,i=-4{hr-hb} iYd= '16:00 ft -hr= 4.00 ft hlo=.'I'UD 'It .hl>= -:0.90. .Pf=, CeTPgl"'f .Ce=O;62 Pf= 15.50 <:. 'Z q ft .<1= D(hr) ll"'f (hr-hb)/hb>2. (h....hb)Ih"" ~.45, .P~=._. ,Dihd"'~ .....166.90'" ) . ,--- -..,'.--' D(hr.):~'69.00. ..I. 1.4hd.;I=.hr-hb. +~. ,'O.?._.. +-._ t .- I , ,r~-~7 t2.~"'- .~,;;f , '-- -...,.---- .&&R .r. -r 2M! .W :,~,v; l,j\l~' . Ul"1K::. '1 "'-':.11./0.4 r ..a.r . ]._1 \. I .,,- i ........;;..:..-.:..':"-::~-:;~- .~ .- /' .' "1---.. _. I "--.___ ?1.1'. r f"Sr- --"-i-. .L..- f'2l? '-' '1-- Mulll'loaileirEleGllil;97'UiVIctm:.!lUlIdi~ COcle:(9TNOSll Ver: 6.00:5 ".By;.HAL'PFElrER; ~W: 1'l'1Ir. ~; lINOl, .S41:m:4~7\ln,.'OII-3lK."004- :oa:41:32:M!. PmiB<t:1.7B4ME.l:lF "l:ocatlon: MBR'AAFTERWI DRIFT 'P '<)/1 <<;Vh Sum~. . . ~ . ~,l.5'IN x 9',25 .!Nx 6.1l'r:r-:.f:'f2..'CQUlllle 'Fh"1ai"Ch..:'.OIl.tmt .~. SadioltJ.A~".'" By.H9:4'llo CoriIlOllIng.FadOr..SedlonModuluS/ Qepth .Required6.24.1n .c~Span!l6fta~i""'...:. .- Oilacn:oacf. .~ .I.i\le.~: :Ll~ T.OI8lt:oad:. TLD'Cen\eJ: Cenler.S:"m' .LtiftEn<r.'ReactJon, (Suppm'I....):. :~'lDad: . . lJ8arl:Laal1': l'<l!iIi.UlIIO: . .!3earis:lII.1Dng\t\:~lBIlam:O!It:t.rropport:..~ ...i,..nol..':',~ .;..~".;: :CenleiSpan:RiQhI'End 'R..~ .:.:..~_ '(Sl.I/lPOI1,B): 'I:i\I&'Loacl: 0eelI Load: T_'.toa<I:. .Belll\n;LengIMlequ!iell(8eem oo!I'.OlJIlPO!tJ;apacily not cflectedt.. ..Seam. 0lIIa: .:Center SI'M.lIln;:t:l: .Cen1et.~ u.-.;......._...! t.e.~T-oo-of:ae.em: Cenle< Sl>aft.Unbnlcad Longlh-lloltom,otBeam:. ,ljo.....{......t.t:)ululkm.F_.. . u.e l*"DeIlea; O!laie: .__- ''''-_ TOlaltelldOellj,ol. ~ ....-:-<'IJ.Y.~ .c....ter~'LO_.... . .:;1'. ~/ V-::. Unilcmlloe<!: . '<,,""'INE"~"'" U,...LOlI<1: IlC 'if' .o-t.l:t;oK:. ~. Bellm Selfwe;glll: \" TmaHDall: 'Trqp~~:l,,,scn. - N .. . left UV!l'lOlllt. "', ~ .". .leIt~l:.o8d: -y. : ,..' ~. RlaIIt.LMIWad:. .~~~' . . RiotIt Oea.Hoad:.: . 'r ~ \l'".-:; . 'U>adS'..alt: ..!Ift. ').0 """.". .lo8d,Eod: NI\ '" """,,, Load lenath: PropertiesF=_DouQIa.F~ Exl'lJU:lS.'14:~1r04 e....A...SI>sss:. . SMar Sl7ess:. .Modlllus.of-Elasll:litv: .S_.p~,~~_...JIar.toGrain: :AdjustedPropertjes . Fb'. (1'enslolll: ~... ........; __...::Cd:,,'S c;t..1:.\O. 'Adlus/nlent'l'lICtol'l: Od~':15 .Deslgn'.~Inon;"'I!l.: .CtlnlrOlllnQ MtJment . 4,'1l.Ftlnlm IelhuPIl<lrt of'span 2 (CenlerSpan). CrititaI..tllQIl"Wlt craa1ad ..... ._.~';",'"Jl.Il8ad.IOads""d-l"",.~on --'s) 2. CcnIrolllng8h8ar.. . y,,, ..,.,..., .. .A!Q distllnoe.d.rrom'rlQhl'.S<lp~'f1f.span.2 ./CentarSpanI.. .CfUl>:iil~~-t.)>.<:o:l<l"~iilI<lead._...-.dM.lOa.3on~S}2 .ComparisoMWilh.ReQulfed Seclions: .. - Seclioft-Medulu8{MomIllll): Area ($hear): !l1/25J.1996. 19: 24 .541 ti83425T HAL PFEIFER -PE Fv: 'r,':~ '.' ".~~'" :f1L....."~ ;\~~~':., -',.rm'f;' ..LL~Rxn-A. OL-'Rxn'~ 11..- BL-Ac 1.l.Rxn-B= 0l.-Rxn-8= Tl-Rm-B= Bt.8= 1.2= J..u2. Too= Lu2,s0ll.Cllil= ~ u u wl..... \Il1O-2=. BSw- wT~ TRL'left.'.2. TRl>\;eft.l~2.= TRl'l'lighl-1.,2a, TRD-Righl-1-2- ,1,,1"2= &-1'2= .C-'.2= Fb= Fy: .'E;z Fc~ 'Fb': s_ S= An1tr- 1>.=. I~. 1= .PAGE04 t /"t Itaz' ~r 0.05 IN" 11201.1 ..IY-OT 'IN.: \J1<l:!9. .-,.285 LB143P\.f ~ ~~. t~ {,1 0...5. IN. ~T"'l v (It!: .~ 371' L'Ir '33 LB 504 LB 0.54 IN Fv'= M= v= . 000 95 1eooooo 625 ',39 2.~,:,3S 5..49 13.86 1'2.-4& ia.93 a.o 0.0 8:0 1.15. 240 ,eo FT FT FT o o '3 .3 PLF .PLF PLF .~. PLF 'PLF Pl.F PLF FT ,FT. .FT PSI PSI . PSI PSI 50 30 t14 3IJ lUl .8.0 6.0 PSI: ,OS PSI 925 FT.LB 400 LB 9.75 IN3 llili? v_. IN2 INZ .- .1N4 Multi'.Loaded B8amr 97 Uniform BuildlnClCOde<(97 NOSHVer:8:00.5 ;By:HALJ'FElI'ER ,40 W..1JlIl;.&Qena.iil4Gt.s4HI<l3:42S7on: M-3G-2004 : ,08:44:53 AM 1'1l:JieeI;,2784MEDF ~.LoceliOrd.lBRRlOGE 5EAM:Wi'ORlFT Sl. "q. , ~:1S'I~X~1;25iH,,12$1'Trtt'~F"\Fil.8rdI:.r-vUlllt . , ,.Sec1ionAdelI<'ate,ay,O.1%. <.""!<:>llir';~llr: SeQ=.M1:l~!1)rplh Requnct:11~ .(1). c..nler,~OeIIecIions. ' . : .- . . .l:<le4: . .~ ti>>&.t.oaG:~ 1"0Ia1l.:aad: .Tl:D-Oenler= COnler, SpanUdlEnlfR.......... ..('Support.A): U".t.oacI: DOlllRll8lI: . TdIII'taod:' . BearlIlll:lonllllI,RtQulr6d.(SHmontf,.SUWM:capaciIy_:dwcI:~: .,c..nlorSpan.RiAtltSldRe8cl1on1 (Sllppoit.ll): . Uveload:. 0eR Load: T.oI8l Load:. ~.t:&1cIl:.~'''M{e_,,,,,,ill'i suppurtcapacilyn<il~: ~0lI!lI:' . . Center Span,LOIlIIIIl: .'CiBl"I'ttIr~..._, ioh~,.........J:1:::~T0:td'BNm; .eem...-Sl)tmUnbroced L. '.~. 5. ~...,.~, Seam: U\leLaado Dutatlon Fadm: . 'bw lOllltOellea: ~; Tol8I.toadOe1lllcL CriloriD: .CenterSpanLoading: lJnwnn b)ad; Uvalosd: Ceact.Load: . l>eam'Seif'Mright T_lmICi': Tl1lJlllZDIdaU.aad 1 :lefi Live .Load: l.8ft.Oeadload: RlQIll'u... Load.: i<\lllliCitilo<flosit. ' Load Slart: load End: l.oad.l.anqlh: .Trapazoldalload 2 1:AlItu.e. Uraot. UifttlllllO'tllaci: . RiilhI.uvo Load: ffilll'll081ld Load:' . Load.'SllItl:. Load End:. LClecH:8l1l1l1r f. '. ,. ~.., For.lrl- tllluQllisr..~t.ardl. Bendinslstnos.: SheaFStress: Modulus of EJa.ticity: .SlrossPorpendiculiu: to Grain: ~Praponles Fb' (ToinSlon): ,Adjuslmanl F.ackQ: Cd~U5Cf=1:.10. Fy': Adluslment Factors: Cdzl, 15 DesiOnRe<luj_~; c.._._-lIMoment 6AAfloll1.1eft wpport or _2 (Canter Soanl .'Cl.iIicaIJ:llOrtI<lnl......- ,by ,comblnlnga; 'dead:.lDadJ81Id .tiwJolldson $pan(s) 2 ,COntrollinll.Shaar. . At a distanco dJI'Omleft.IUPIlOltof span 2 (Center Span) Cnlii::alshear'erllllllldbyCOOlb\rRnoall deadlcoads.'and llv6luadson,span($}2 Conlparisons Wilh RequiracUlections: . .SeCIiOn M<xUus (Moment): , 81/25/1996. 19:24 54HiB34257 HAL PFEIFER PE .LL~R"a,;A= OL-~" Tt~ 81:."'" u'-Rm-B: DL"flm.B: TL.Rm-B: Ell;8=. 1.2= ,U:2--T~ :Lu2.'BoIIom= Cd: 11 lJ wl-2" wD-2= 8S\IO,la wT-2>o TflL-Lil1l-1'2= lRD-Left-l.2= TRL-RJaht+2= TRl)-Ri;ht-l-~ A-l-2=' .8-1-2= '~1.2= TRJ....LoIt-2-2= lR~~2= TRl~.2.2z TRO-RighI-2.2= ~2-2= 8-2.2- (;.2-2= Fb= FIP E" Fe .Jl'lTP" .Fb'= "Fy''' M=: Area (Sheer): Mom."'t.oll""rtie (O<;l16ctic.n); 6ntQ= $=, ArtIQ". A= Iraq" I=> <t,t2' 021 0.112 1556 874 2429 1:11. 12.8 O.ell 12.8 1.15 2iIC 180 143 67 143 67 0.0 12.8 lUI 100 6(l 100 .60 0:0. 12.8 12.8 1000 95 1700000 825 1265. 7774. V= 2089 1'3.14 73,83 28.88 39.38 158.01 415.28 PAGE U5 1/4 IN, \N':.'L'7JG .!N. =1.J473. LB LB LB IN FT FT FT o o W 10 PLF PI:.F PI:.F PLF 'PLF ~ PLF PIT 11.. Pi.J' -.. FT ~ FT .FT A PLF .J po--=, f PLf .PLF FT !ll- FT 0 FT "2- PSI PSI PSI PSI PSI PSI FT-LB LB 1N3 ..lN3 1N2. 1N2 IN4 1N4 109 ..MulIi'LoadedBeaml97 Unlfonn Bulldii'lQ Code (97NDS\ IVe<: 8.00:5. ;ey:+IAL ..""""<oR ..411W. 1-71h;:EIJll!lM;~l!T-0t.'.Mt :mA257on::Dil'3O'2Q04,::08:58:49'AM ,Praiect .21ll4UEOF- ,location: 11' MBRCEfUNG. BEAM Suirmwv:. .. .. . .~:3;t25fN x10:5INx111)FT .124F-V~-VisullllVGradecfWestemSp<<lft:. OryUM Sedion:Adeq~9y: 9.3% Com:04lIl'l'ilFlldor.ArearDepthReqUlred9.12.ln. ..ClIDllw"Spail.o..'ladlonlL: Oa<ttalld:.. .D1'~ .LNe{;:sct ~ rClBlJ:tlad: n:o.c.n*" C4lrriberReouIred: Q=' Center Span l.eft End Reactions (Support A): . Uve l.oacl: . Oeoid t:oact.. TOUl LGDd: BearinllLenQlh Required(Baam onlV. support capadty not chec!ced): . Center Span RiQIltEndReadIons (SUppolt '8): Live Loact. Dead Load: Tolai L.o8G: .;, ..,'." ienglh,.l'lequ_(Beamomy..SIlJlllOl'l_~";;'. not cIled<ad): :Beam 0&tlI: 'Cemer Spen:LenQlh: Cent>lr5llen. Unln"",fLenCl1!>- TQP.of8eMl: .CenIGt SQan~ LengIM3o/tom.oIBeam: UveiDoliilunlliix1F_ LiY" (oacJDellecI.Crileda: Total Load 0elIed. Crilet'.a: . . CenlerSllan.Loading: llnlfonn Load:. .u....Lolatt Dead load: Beam self Weight TolllfLoad: PolnIloadl . u.... Load: Deact l:.oad: lQcaIIon (f'mm lell.end'oI'span): .Propetiias:F<)I': '~. liisuaIlyGrade<t WllSlel:1J Species.. BendiI\Q6lr8sa: :SheaI'Slrllss: ModuIus:olElaslk:ity: .. .e1/25/1996 19:24 5416834257 HAL PFEIFER PE LL.FbrrA- 0l"RJcn.A= Tl-FbrrA; .8L.A= LL-Rlcn-iF DL-Rxn-8= Tl,Rm;8= BL.-EF cl2= Lu2-Top= Lu2,BollorTl" ~ U .u wL-2= wD-2: SSW= wT.2= PLt.2a .PD1~ )(1'2'< _ PerpencljCUIar 10 GnIIi1: ..Bending.Slress .of.Comp. .Fa"" in 1,,",100: Adjusted. PropefIjes. Fb' (TemIon): AdjUstmenlFaetors: Cd=1.15 Fb; F.... .ex= E'P FcP81P= .Fb_cpr- .Fb'= Fifo Fv': AdiL...;.....; f_";.... Cd=1.15 . De.ignR8Ql...........Js: ConI1o/llnQ.Moment: 6.81"1 from.lefhupport <>Isllan 2fCenler.SQan) Critical moment ......Ied by comblninlJ aU dead loads and_loads. Q/\ spen(S}'2 .C. ."..,,,., Jl.SIlear: Ma~clfl\)m'rfIl/ItSUppoJlClf.span2'centerSpan) . .DltiCaI ,Sl'leat .CfIlIIIed.by._.....;..:.:. -IlII.dead.loads.snd .Jlv&.ll>lIds. or. s"",,(~)2 '.Comparisons WiIh RllQUired:Sections: .Seclion Modulus (Moment): .Anla~: .Mom8nI ClfIftettja'(D8Il8clioll): Ma Sreq;. s~. Areq" A~. '.Ireer- 1=.. '1117 0.28 0.46 1)28 2141 1.1115- 3456 1.10 2989 1792 4781 2.35 '-11:0 .0.0 11.0 (15 2-40 180 1555 874 6.5 2400 190 1800000 leooooo. 650 1200 2760 219 1131Q v- 4374 .49.17- 57.4.2 30.03 32,61. U16.00' 301.46 PAGE .1:15 .~1.. + IN IN = LJ<l83 'IN =.U289 iN LB LB .lB IN LB LB L9 IN FT FT FT 325 195 6 .526 PLF PlF PlF PH LB LB FT PSi .PSt . PSI PSI PSI PSI .PSl PSI FT-lB LB. 'IN3. 1~13 1N2. .IN2' m4. IN. Roof Beaml97 Uniform Buildlnll Code 197 NDS)l Ver. 8.00.5 :By; HAL PFEIFER. "OW. 17lh.eugene. 97401,.541,683.,,257 on: 04'3O-2004c 09:07:0TAM.. 'Prciect 27NMEDf.Loe8lIon::BREAKFAST:AREA HEADER REVlSED,LOADS :Summaty: . . , _ '3:5INx7.25.INx&.0,fT J.1.2o..00ualas,FIr.Lareh 'Dry Use - ~ :Sadion~lfeq'ral..Ily:.3..1!lli. Controlllnjj:faaar: SacllonModulus (0ep1h "Required 7.1" In I.:'lieftedior1 . -. .QQad Ulall: OLD: ,!M.\;oall: .l.U)Z Total Lead: 1\.1> RucliclIIs/Eacb'End): LIVe,load: Ll-Rxno> 0eIIdLDad: OL.Rxr\OO ToiaIl:cacl: TL,Rxn= 'BeaM;'IAnglh:Requlred:(Beam.only.JlUpport caplIcIIy:notc:l1ed<8d): BL" 'BeamDala: ,. Span: Maxlmum.Unbr8cecI Span: . PIlclIOfRoal: . \.MI'lll...U)ellect. CtIlerfa: "D/al,UlIIdDelled. Qlle<la: 'Roo/Load/OW ROo/:tiVe load-'SideOno: Roof OeacH.oad.Slde One: TrlWillty.'MdII\oSide One: _'Uve~Twoc : Roo! Dead .L-oall'Skte 'Two: TributalyWKIlI>'Sid"e 'I'wo: Roof tlur8lIon Factor. El<lamSel/ w.JlIht. S!qJoo?iicbI,~'...~ ~ LanaIhs _\.cads:, 1'"1>......; Beam lo<llllll:. Bnm'UI\iIorm.jjw.lDacI: .aunrUnllolmOeild I.08id: .TolaI UnilolTlfload: Properties For: 112' OouQIas Ftr-Lard\' .. 3 .' ,J...I-, ,.... Slru:a:. .SIlear SlAoea: Modulus.ofElutldly: :SRS$'~.lo,GnIln: Adjusted Properties . F.!)' (Tension): AdjL,".~.'"L.~ 0.1=1,.15 et.ot:ilO el/25/1996 19:24 5416834257 HAl PFEIFER PE . L= I.lF RJ>>o \J \J .LL1= '0l1= TW1;. Ll.2= 0\2= :rw2= Cd>> . B8W>' lJrdl>o 'Wl,a- wOadl=" . -::-wT= Fb= Fv=. ".EI!l F<:~ :Fb'= Fv':. Fy'g 'Adj1.,... ., .. F1ICtors:CIF1:t5 OeeignRequ:,.".......:..r: .ContnlGillA Moment: ,3:ll./t Iram.laIl. support: ."Cdli<:I!IaKlinetII.~.....:..,~"" _...;..;..;.... all.., oaml'We.lo8tlS;. ConttoIIing SMar. At,a d1etance.d.fram.supparl., C_''-,.. ...,.; bt.~dOeedaml"ilo'.taads, Cornparisona With RlMlUiredSac:Uons: . . Sedlon:MocluJus:(Moment): ' _(St~: ,..... ',. ..<it1mJrlis ,(OieIIeclion): M; .Sr&<p S= "'- A= .lreq=. I" PAoce7 4/4. il.05 .IH. 0~07 IN= U976 .O.l2. :tN=.U593 .131iO 872 2222 1,02 25.0 t5.0 ~O 25:0 15.0 13.0 .':15 6 000. \J5 1600000 .625 13-4&: 6.0 .0.0 4 240 180 Ul LB LB IN FT FT :12. PSF PSF fT PSF. PSF FT .PlF 6.0 450 29.1 741 FT PlF PLF' PLF PSI PSI PSI PSI PSI 109 .PSI 3333 H-LS 1776 LB 29.73 IN3 30.S6 lN3 24,41 1N2 25.38 1N2 33:75. JN4 11l.15 .1N4 IJ; .. '" II wxr'. R/W ..,. ~ . q. . Wx 1- Wx proj. #2784 I MEDFORD ADDITION ~ 21: 1/2" COX or 7/16 05E1. EldCli~" iulge!l/I2" '"""nor" nailing, 6IoliIdM(l,15 ~equ'r~. Nailing 'n5p1lCt/on 15 r"'lulred. T5~orST22 ~trap from "h"..r l'Iall to rlm-jOl,t below. 112''x1O'' A,6's@2'0/o. Wx: GJ;:NERIC 5HE"1t WALL (eri"plrigal de9len) 114" CDX, Or 7M3 056. 8d@tj" iulgee /1;2" Interlore nallll1jl. 6l0~kln6 NOT r6~ufred. Nlilllne In!lptt;tlon NoT rllqulrild. 1/2"><10" AC:l',,(P4J o/c, S = 1522orS.1'22 "'~Ilp frOm !lhear willi to rim-joist below. N01E: "'plloe all d(:>ul>lo 1:01' plate& II minImum El',O" w/l0d fJi 3" oloetaee~red for 3' ea. &1.10 of.....JoInt I 4x812Df. .~(2j2Xl0#2!F .==:0..;;....: __ "'-10: - ~ - -..- Wx =::::::::;::::::H::::: ' 4'~ 10 #2 Dfl . II. 1115 II .. II Sl II" II "t II II II' '" "- ~ H LU ~ ~ .,' i. [: f $'I'it"5' . ruW I 21 t , :..5....tw~ 5 ._ . 21 , cOntlnuou" rlni-Jolin: r- l\l ~ ((, m ... ~ 4' N ~~ (. .~ ~ ~ " .... ... .~ ... RECOMM~NDED FOUNDATION . .~ 5HEAR\.^IALLS ""-1"..,/&" " r.O' "1'1"'*- .. . pro~ Ml!PFOIW APPl11(lN '-<I'" 5rRINGlap. oR uu: litl3/004 f""Cil. 'Z7&4 HAL F'FEIFER PE. P.Ci (:ooioult>,g ling... . ~UILDING DE&IGN "*"" ($041) ~ 4() W. f7l/1, E..,..". OR 97401 . ' "'i...,,,,..., ".16" RfN '" REINFOJi;C1::D WINDOW (In!>lde or oute1d.) .'.,.",-- , . '"0 - . i . .! ~ u.... C520 Wap @ eill find h~der (2 por I'AndQW) i J /' c,,"';"'r C520 on l'Anapw . : , :;.....~.r16'. BloCk behInd C$~O wl2x 11111; a&r~d. : HI. i i FllllUln !It(t1p w/fvll nailing ell ond 24" '" ~'4 III mldal~, L....!LouL,.jj..:..... Teoo tulneer ~an~ mll}'l>o u!led In /Iou of GStsloa nan". "aow../to tIXlbt. found. '!il #5 bllr"8 x W la, t/J 9" oft; Ori.1I '3/4 dla, ho~4"d.,.;p ~ ~pPl<Y. (No "fU'Cllllln.sp.) "or D_ to exI5t. found. w/511}" dla. x 4" elTibe4!ner1t Wiulge AnGhorl> iJJ 9" /j/o w! 18" lone Illkthn,..d. (No epecla,I'n~p.i . COlCorOSe ~dtII6' 1/2lC101\B:'edID2' Zl. 9.00 tl.oo 1.5Q 2,443.96 611.q2 61I.qZ 1.?12M Te~. . . ..~ nol:<ll N-l1(1egl1.) ,.;, ~ '.' -:( Ii. uod!n IIdu ;,tied ...n, cJ>lIS~qf rsc(d. ,,~'"" 6HEATHl~ in"coX ~ raUd 1!iff' pae ~ tir 112" 091' e1d1"" wI 16" 01" .tud. nol:<ll~"",i.,lmll1lm~m 4'oJ"""""",lioIH"",~ ' AHctiORllOI. T .dl2' lCiO" ....6. 's I 611.Lo 2x61'.t. ~ I P x 1.~ . '1lSUt1lioltl~b ptate I ~.. 91 HP9 ....om~(,? naI!"'O('l _,!""",r~ro(d(n~.j .... ~ ~ <Xl W ... .il'i .-...0 ""'In; ..,~~.",~ ...~ ~n...,,!,"'" . ~...,.. ..,.,..., ~....","" H L' HIL' Mt~*"~"". ~V(H{L) OLO PLO Xl.0 RrI<rl; .iloIIq,... N ... .. S lR C1l ... "- ... ... "- N ... unit m. a_ wt. mj~.. nlfJ nI. 0.00 /loor 8.10 ni. 0.00 walle 6.00 22b.76 1,509.82 1m/wall. 5.50 160.9~ 885:12 c:omp. roof 13.13 449.54 5.902.46 tct.al 8.297.39 tIAR 13 2~9~ iXPlK~h/31104 . RoOtElellni/97lJfi1fOnn~00cIa197NOSnVer:8:OD:5.,.. Ily:'HAL PFEIFER. 40 W: 171h. Eugene. 97401; 541.683.4257 on: D3'1~2004: 08:14:13 AM Ptolect 2784MEDF - laca1ion: MBR ftIDGE.SEAM &Immaly. . ' 3.5 IN. x.9.2S'IN x 13.0 FT 1'1 . DouQJas F1r-l..arch - Cry Use .-......""'l'-"By.2.4" ........._~.FIIClIlr:._,..........~,-..-."-'" - .1!:f.'(f1lo .0eIIecIians: . . , ---'-.-- OeIId Load: ,u..e.llIad:. TllIIII LoacI:. Readlona lEac:ll End): .UwlUiat" . OuctL.o8d: . TllIIIILoad: 8earing~Rlllp/lnlcI (Beam.cn!r. BqJlpClIt -.-_.,..AOt,;,,, ,;,,"':):, Beam Oala: ' .. . Span: Maximuml.,.... ... Span: Pilch Of Roof: Uv&LO.d Oeftoct. Criletia: , ToIaI.1.clIicIOelIecl,Cl1teM: Roof IAadIIla: . Roof LIve 1.0lId-S1de Ona: RDafOlllld l~.One: 'TIibul8rv WJdlbo.SklJI Olle;' Roof Uve Load-SIde Two: RolltQultI.....u:u.c.TlIlIll: 11ibuIm',t.~'TWo:... Root Oumlon FlIClor. '.Bam SelfWelAhl; . SIope/Pildl Adjuaied L.-'llS llllcI Loada: , AdJusted Beam Length: BeemUlllronn u...:loal2: Beam UnlfonR. CeaO LAlad: Total Unllorin lo8d: ~.,".", . ".i.... . For. ~nru.G'..fir..Lan:b, '. . Bendlno $Jess: ShnrStreu:. Madulus-OI EIaticIIlI:, . Slnts5P. .' .,'-':._toGtaln: Adjusted Properties Fb"(T..,..;...... . ..AdjuaIrrienlFador.I: CFl.15Cf:120 ,v': AdluSlmenl,F~_...( Ccl=U5- 'Design",,,,: .....,Jr. . ,COl."".' .JI........... -:6.SlIlnlmIllftSllllilctl. .. . Cr1lIclII ,. ..,!<:I'tIlIIed bylXlftlblnln;aI1deadandllYeloads. CoIllfol1lilQ SIlear. AUclISWIcs:d lrcm SUDPOrt, QttJcaI shear .. .,.1".... bycolllbl.~lQ sn ctead.ane.1IYe 1c8d&. Cornplu\Iona WIllt llsqUinld SecllonI: .6ec:tIon.Modulua. (MomBnl): AnIa (Shesr): Moment 01 lnertls(Osftsction): E(l 39\1d. 3d- ~I33d ~H DLb=. tU)o .... l1J)= 'lL.ftluF . CL-RxrF n.-Rxn= :81.o L:o 1Jp<. RP:o U lJ. ,l.L1:O . ...01.1= TW1" .U2= OU= .lW2= CF .lISW= Ladl= J04... we 8dF -wT-a Fb= Fp. E= FCU*P" .""'" Fv':o - y,. .SnICF S= AAlq.o- A= lreq= 1= LSlI'ES91l>S .0.19 0.25 .0:43 .-$5, 750, 1725 (1;79. . 13_0, 0.0 ,4 240 1~ 25.0 .17.0 3.0 25.0 . 1M,. 3.0 ,1:15 8 13;0 t50 115 ,285. 1000 95 170000&. fl2.5 1ll8O : .109' y~ IN IN = tJll35 'IN'''.1J359 .l:B" LB 'LB IN- FT FT .:12 .PSF ,f!SF FT PSF .P8F. FT PlF FT PI.F PLF .:PlF PSI PSI PSI PSI. PSI PSI ~ -FT-L8 1553 4US 49.111 21.32' 32.38' . 115.73 230.84 LB' lN3 IN3 1N2 lN2 1N4 "1N4 ll:WSI;&tlH/7.t MWli4.oade4Beam197Un1fo1mWdIng Coda (1l7"NDS) 1. V..::lI.oo:5 . Bv:HAl PFEIFER. 40 W. 171h. Eugene, 97401. 541.683.4257 on: 03-13-2004 :08:15:31 AM 'Pro/lIct:27800ow::ur,-L .,..;....1~.tsllftCEJlJNG.BEAM. . . 'SummaIy: . . 3.5 1111 x 9.25 IN x 11.0 FT 11:2 .,00uR18S F1r-l..arch - DrY U.... . Soclion AdequaIIJ By. 21.1% ~.F__ MoclulusJ 0l0ptt>.flequlnld,lt41.l<>, Callier Span O8lIacIIons: . .. ..' Dead Load: . ~ . '1:MIUllIit: . -n E),('.em- . TolCLaad: .~ Cantor sponl.oll.end Reactions (Support A): . LMtGIld:" .I:.L~ OlladLoacC ' ,OL-Rxn-A= TOlaIl.o8d: TL-Rxr>-A= 'B88I1nA:l.-na/Ilfl., .,,'..I{8eamontr. wppcllt'ClljlaCily.iloI ..:. . ..:.. J); B1..;A= Conter Spon Rillht Enct:< ." .;~. (SUpport 8): ., Live Load;' D8a6 Load: TOlaI Load: BearlnglMlgth Required (Beam anIy. support CllJl8ClIy.notchecliOll}: .1l8am Data: CelIlBr SpanL8llIIIh: Center Spsn UnbraceCI Lenil~ ToP of Beam: CenIar Span UnIIna:ocI ~h of Beam: Live" Load tlundioI\ FllCIIlr.. . . Live Load. DeIIec:I. CriIaIIa: "TollIl LIl8ll:D8IIBd. c:rtIluIE Center Span loading: Unllorm Loed:. '.UwLoad:. "Oead LOad: Beam Self Weight LOtall.aslt. POint LoacI1' Live Load:' ~ Load;. L<lCII1Ion {FIOm Ilill end Of opaft): I'nlperties For: 12- Douglas Flr-L8n:h . BendinQ StlUe> Shar Slteu: . Modulus 01 EJatidty; SInISlI ,. ..,.. ,;..IIar. bGlaiP:. Adjusted p,~, Fb' (Tension): , .AdjusImeIll F~ 0Fl.15 a=1.20 .f..: . '. AdlulttnenI'Factore: C<Pl.15 Desfgn,Requ.', . ...5: . . Co..bolllnA~, ,. '... . . . . '7.92 Ftfrom left 8llPIlOItOf~ 2 (CenlerSpan) . , CiiIk:al .. "". ... ... craale41,."l:IIlmlln1lall'dead !oaIIsIUIIIDl/a1oalllMllt. ."........2 Controllina Sheer. . " V: AI . cIIIlencod from rtQht support of SD8ri 2 '(Center Span). 'CrItiCaf sIloarcroatecf by ....:.:..:... ell doadloecisancf6wloadll on Ip8Il{s) 2, Compllrisons WIth Roqulred :,_..;;.,.~. .seclion ModuIua (MomenI): LL.Rxn-B= 0l-Rm-8= TL-Ilxn"B= Ill-B= .12= Lu2.Top= . 1.u2,SoUom; CcI= U U wt...2= WD-2= ssw-. -wT~ PL 1-2= PDt-2= X'.2= FIF Fv= .E= f'CU*JF Fb'= Fv'= M= Area (Sh8lll'): ,Moment:d.Inertia(D,..L. .:.,: Srecp B= Are<r- A= IrelF I- .pq 39'iId 3l:Hi3~B.:Y l't'I-l LSll>€B91P!; 't;.; .'>] 0.1' IN. "O..u . :W=UII29 . O.22IN'=USlI8. o4BO.. ...447 lI2S 0.42 820 . 752 1572 0.72 tf.cr 0.0 tUl 1.15 240 1eG 900 95' 1eooooo . 625 . 1242 -4265 1497 41.21 49.91 20.58. 32.38 70.84 230.84 ,La... LB LB IN LB. ,LIl 18 It! fT FT FT 5(1.. 40. 8. ea -PLF .Pl1' PI.F .PI.F 750 LIl ,&72108. B.O FT 109 PSI PSI' PSI, PSI PSI PSI FT-L1l 'LIl 11113 lN3 1N2 1N2 1N4 IN4 Zt:,tG .S6&HHn;.l '. 'Roof aeamr 91 Urilfonn BuDdlnQ Code (91 NOS) IVer. &;00.5 . By: HAl; PFEIFER. 40 W: 17th. Eugene, 97401, 541.883.4257 on: 03-13-2004 : 08:12:38 AM Pralect.27lI4MEDF -1.Gc8I/on:8REAtCFAST AAEAflEADER ~ . . 3.5 INx 7.25 IN x 8.0 FT 112 - Douglas Flr-l8n:h. CIy Use . .-I'''''w.....ay..32:lm '~FllCtl:lr-Seclion'I . _..".., rDIIjif'f~"6.3lft .DenllCtlons: . . . . . . OHdLoad: Ol.()>, . Uve LDmt. .lLO= TotaIlllacI: TI.[)>o Reactions fE8ctl.End): ,.u.et.oact ,l1.4bn;. Dead Load: Dl.Rxn= TOl8IloalI: TL.Rxr\D BeatiI'Ig tangIhR8qulnld'(1lGllmonly, SUllPOIt.._.. nolcnedl8d):. all' Beam 08la: .. . Span: ...1.= ..M ,... " , , 'lhlll/lIc"U11lan: lIP PitI:Il Of Roof: . . . Rp.. Uve,Load Denect. Criterla: u. TotaIloalI OelIec:t.CI1IllIla: U RooU.oading: Roof.Uve.LoacI-SldeOne: RoOf Deadl'~<lne: 'Trlbul8rv WldlIt-Slde One: Roof Uve load-SIde Two: RaotOalt Ulad-SldIr Two: .T~ WidlIt-SiIIIl T~ Roof OlIn1llon Fec\or: ,..8umSllll WllialII: SIope/P"IlcIt Ad~ 1lI11d'l.engths an(Holda: . Adiuated 'Beam l.enQIh: 8eamUnlfcmtUve'I.oa4: . Beam UIlilonn Dead lllacI: Total Uniform Loed: . ~,FOI: G- nn"lIl_ FiH.8n:It IlemIinQ stresa: Sh...... Streu: . ModuIusCf5:......~.: SIles&., "t ,. ~cuIlIIlol3rlllA: 'Mjl ,,..,.. Propenies fll':(Tenslon}: . . . AdjusImenI Faclln: Cd=1.15 Cf=1.30 fv': AditlaImenI:._..:..~. Ccl=1.15 0esIgn~.. "'. . ..: CcnIrDUlrIA Moment 3.0fUIIllIlI8ll..",,,.. . . .'CriIlcat..",.. CIUIed by c:ombining all dead and llveloacls. 'COIItrDIUna Shear: At.. ~~''''"';I.'.'ctfRxnSUOOOC'l CriIlcat shear . .' .,. . by .. ..::. aI cle8d end live IcedS. ~.........;'.ons WlIfI Required Sectlo.lS< .SoIclion,ModuIua- (IA..._d). LLl= .-Dll= TWl" . LL2= ElU= "JW2; Cd>> .6SW= I..8cfj". .wl,a, .wO'Qdp -wT= F1P' Fva .E= . F~ Fb'= F.... Moo V=' . .Ate8 (~: ,MomenIoI.lll8Ilia (0.:.';;..): .~ S= AAlQ;' ' A". 1- P .~n. ~.:l 0.04 G;Olf 0.09 ~/fJ; IN. IN =.IJ1255 IN a U780 .iD50. ,l.S .883 LB 1733 La ~7.& .IN:. .8.0 FT OJ) .F.T. 4 :.12 240 1eo. .25.0. ; PSF 15,0, ,PSF 4.0 FT 25.0 PSF ~.PSF-, .10:0 . FT 1.15 .8f!lF 8.0 350. 228 .578 900 95 1800000 . '625 1346 109. FT :PI.:.F. PlF .PLF PSI . PSI PSI. PSI PSI PSI.. 2599 ' FT-LS 1386. La %1.18 3O.ll6 1"9,03' .25.38. 26.31 11U5 IH3 .00 1N2 IN2 . . IH4 .1H4 ... '"' !!l -r . C.L LV CL f~ H W It ~ I"- [t.1 ., m ~g ... .~ '" ',- ,. .- '"' $ .:-t .~ . ..~ ... , '" .,. Wxr' . f!.NI Wxj ;,~ : . proj. #2784 / MEDFORD ADDITION 21: 1/2" COX or 7/16 OSf'\. 5d06" ;,ag"s /12" Inurior" nailing. f'\lol'kingI5 r""julred. Nailing In;,p"!'tlon IS r"'l~lred. rS~or5T22 atrap frOIT, "hellr \Vallta rim-Joist b"low. 112'~P" A,f3'~Zo/c. . Wx: GENERlC SHEAR W"lL (empirical de"I!!") 114" COX. Or 7M3 OSf'\. 8dCll\S" <'4g.e" /12" Inurlol'5 nailing, 61q"klne NOT ",,,,ulred. Nailing In"p~on Not ,,,,,\ulred. . 1/2''><10'' ^a'e4M' o/c.' . S = T5~r5.T22 a!;rsp from an""r willi to rim-joist below. NblE: 6pllc" all d~lUbl" f.op plate" s .mlnl/lium El',o' viI lOa ClI Zl" o/"l!itsee~,""d for 25' "II. side of e8, Jolnt wx IL 4.8I2DF. .:<)r~j2~10~2D:. . wx f-4'~~oJ~F=. Ii . II . ;; . IllS " Illo: 110 II"; 11'1' II II II" . ....JWXWX s .~ 21 l 1 .:.( " ~~~~; I' .$S I 2:1 t -5' . rWJ -~. . .. oOntlnuo~ rlni-jOIilt. 1. RECOMMENDED F=OUNDAT!ON -~-_. SHEARWALLS "",,~IJIl' . NT "1'1"'*- pn>~ M~OIW ApDlt1(lN Iocoti... sl'RlNGlap, cR UU: llJ13/004 .pi-oJ. ,27M HAL PFEIFER p~, P.C. ~..."t>i,j"""""'"' . ~UILD!NG OEplGN f'h.\n,,(!l41)~2S1 <49W.t711). ~OR 970401 :."...".,... .. '2." RIW.. REINI'ORCi:D WINDON (In!>I'/" or outald,,) ! . i I""'~! "::- U.... C620. strsp .(/1 6!1I1';'~ h~der (2 per lIlndQlii) i 1 ! /. Center CS20 on Mnd"", . !' : !..... ~1 r1Ei' . flldGkbe"Jlnd c$20 wI tlx f1~ 1I!Ir"'l''/' : ii II FII~ 6t(lIpwlfiJlI nllllln~ G1.",d 24" & g5'4 Dlnlddle, \.;.....iL.... II . T~ nsnstr ~anil m~.l>Cl Use.lln II"u of ciltsioe nall9. 'Dam! to (llC11lt. found. wI #5 l>lIre x 15" Ig, (JJ 9" oic . - .-.. Drill 3/4 als. ho~4" ar.ep ~ ep"~. (No sf7<<llIllnsp.) 'or D~ ta exist, found. wI 5//';" .lIs. x 4" e,,;be4tne~ Wedge An~ho~ (II 9" 010 w! 18" lone III1:tIt~d. (No "f7<<'lIlln"p.) W.O. 112784 I ME[)FORD A[)PITION '" 4(:i W.l1th EUGENE. OR '" HAL I'fElFER PE. P.c. (541) 6&3-4267 ~~ <t C'I= 0.36 (io",,3) lSEia~IICDEeIGN 1= 1,00 R= 5.50 (ptiwood w.lle) V = P>PCa f R)W 3.oC"/R= 0,196 lotllu'l,llnll 1,00 ~p~~. W Zl ~.,.........~ L 8,00 L~ ~.....htot~ WI; 8,2f;l7..'39 lL -~....Q V=Wtxf 1,629.31 " ct: Po:' un~~,..,ft.vI,,"Q v=Y/L 403.60 H Lj.J It _~"",,,,,,,,,.",...l/~ DLV 111.92 ~ COXo~ &d~ 1I2xl0A8:~' Z1 9.00 6.00 1.50 2,443.96 611!l2 Elll!l2 1,772.44- Ts2? . . .,~ noUl N-l1(lElga.) lltapl<!e ITUI)' Ire 1I8~ !n IICu afad ....U" cri 'la'l.qf.......d. .pac;"", 6HEATHl~.in"cDX tit,..i<ttJ 7tie" 05S ~ or 112" OSS.IIk/I",! 01/16" * eWol. noUl ~1?'111!"Iil~ mf.,lm~m 4' 0/" l""'h!>r bol~ !IJ"'C~' ANqlOR BOLT ,\112" J( 10" A.B:a I Sill... ~ f'.t. twm.,flr I P x tIll'" 7'J~/IooItI.1I1 ~ I ._.. 81, NDe ....Um~(.) ..-. (.1 ..._1.- te(~ Cn,..) . ' .... If> '" " '" ell '"' .... " .If> .~_DheIt~ 4f~~~ ..u rotlq ~n ...~ ......~........... ~.ioo,j""", . . MI"'-";C'tIOtt~_. ."~~. '" .... .... '" '" (Tl (Tl .... .... ... ... .... '" ..... H L' HA.1 ~V(H(L) DLa PLO )(1.0' 1tM!; unit vlt. .res wt. . . ml5Ci. nI" nls 0.00 /Ioor 8.tO nI" 0.90 01.116 6.60 2,28.76 1,.509.82 Il1tIw~h.. 5.$0 166.9~ 800:12 CQmp. rwf 13.13 449.~ 5.902.4.S tct.ol 8.297..'39 .' .'- MAR 13 2G9' exPlK~ ;;U31/04 . .. RocitBeamr97 UriIfoimBUlldlt1llCOoa 197 NOSHVer: 8:00:5 , . . BY:'HAL PFBFER. 40 W: 17th, Eugene, 97401; 541.683.4257 on: ll3'13-2004 . 08'14'13 />JJ, Ptoiect. 2734MEOF -localilln:UBR moGC8EAM' . . . ~;5 IN x.9.25'IN x 13.0 FT /,1 'OouiIlu Flr-taJch - Cry Use . .SectiOn ~m.;By: 2.4% '~.F_'SedionMocl_ttlll- "ft-''-''~14;fD; '0elI1ldions: . .. .. ,.-.........- Dead LOad: OLe.. .l/Ye.t:oad: UD= . TllIalLoad:. TlD= Reactions (Elich End): Uve'tCalt'. . Dead'Laad: . Total Load: . Seating .lengthR8q\lIred {Beam.only. .support capadly'notchacked):. Basm Data: . Span: MuimumUrtbracec1 Span: P~ch Of Roof: Uv.,.Load DeIIod. Ct1lorta: Total.Load:DellecU:ri1eria: . Roof lDadlna: . . Roo' Uvo Loac!-Slde One: Roof. De81HoacHllde.One; . . Tribl.ll8rvWldtlJ.Sldo One:' Roo' Uve load-Side Two: RoolOult.~^...u:IAa-T_ 'T riIiU1ary Wi<l1I\-SkIe.~. . Roc' Oul1ltion Flli:tor: . ;Beam" SelfWeiAlt SlopoIPiIch Adjua10el lenQthsanc:l Loads: . Adiustoel Beam Length: lleemIJAirolmUve.Load: . BeamIJnlfoni>.D8R Loa<I:. TolIIl Unl'orm Load: ~Fo<:~-Oo"Qf.~Flr~ 'gendlng $reis: ShnrSlross;' Modu/u$.o/: E1ufidl>,<:. SIte>> - ., . . :;cuIa< to GnIin: Adjustoc! Properties .. Fb'.(T....~.,.,.. . ..Adjuslrrienl.Fedots: CcP1.15 ~UO. F"v': . Adjtl1,tme"U'lIdors; Cd=4. t5. . : t)esign 'Re ....:. _" ,J. ,:.v. ..ConlrolUnlfMoment . .: 8.511 ""'" 101l.$<.1lllC11. . CrItical mOmanI a'llllIoel by combining all dead and _Ioaels, Collltol1lilQ Shear. Ats.dls:ancecd IramsuPllCrt Cl1tlcal shear cntaIad by ... .':':. .:... all daacland-1IYe loads. Comparisona WIIh "ReqUired SectiON: . SecIion Modulus. (McmlmI): Area (SIlaar): Moment of Inertia .(OaIIecticn): EO 39l;'d .- ~ ).r:ur:LU lHU u.-R.vF . DL-Rxn=- TL.Rx/p> 'Bl= L= ltF. RP= u. U .Ll1= ...OL1= TW1= . U2= 0L2= ."TW2.= Cd: .osw.. . Ladl" 114.=. wO.adP wT~ Fb= FY'>' 'E= f c..Jl8IP" Fb'= Fv'= ..... V= .Srecp .S: A/Qq=' A= IIllQ" 1= ',..7....,..nn,T....... 0.19 0.25 .0:43 ws 750.. 1725 0]9. 13.0 . .0.0 4 240 .180. 25.0 .17,0 '3.0. 25.0 17:0.. 3.0. .1:15 8 ~ooo 95 ..;.......,.."."J' 82.S 1380 ~ 1553 <us 4~.91 21.32' 32.3lr. 115.73 230.84 y,? IN IN '" U635 'IN.=.LJ359 .l:B LB . LB tN- FT FT .: 12 13.0 .150 115 .265 PSF . !'!SF FT PSF .PSF. FT Plf FT PlF PLF 'PLF .PSI PSI PSI psr 109' PSI PSI 'FT.LB LB' lN3 IN3 IN2 IN2 1N4 '.IN4 Muhi'Loade4lloam191Ull1fQnnBulldInA Coda (1l7"NDSHVlIr::8.llO."5. By: HAL PFEIFER. 40 W. 17111. Eugene, 97401, 541:683.4257 on: O~1~2llO4: 08:15:31.AM . 'Pnliacl: 2784MEDF',lo::alion: ~1"M8R'CEIUNGBEAM. ., .Summwy: , . . 3.5 IN x 9.25 IN x 11.0 FT In. -,Ooulllas Flr-Larcll.- Dry Use SeeiioriAd_ ay.21.~14 ~F_ SeclIoi1 M_:l~ll>.Requin!l<t&.41,1I>. CenlllrSpan OeIllldllll1S: . , .. . . Dead load: . ~e'" 'tJveU=<t ,U:I)Olntap . Total load: ..ltD-Cent.eP Center Spen.Left.E/1d Reactions (Sullporl A): . Uve:tca<l;. ' Dealfload: . Totalloed: '.Bearing.L-encrlh ~d {Boamcnly, eupport....pacity.ilOtdlee:ked); Cenler Span RilIht End R.., .::. .. (SUPllOrI Bj: . UveLoad: . 08adLoed: Total Load:. Bearing Length Required (Beam only, support ca~,notchecl\ed}: -Beam. Data: Center Span LellQlll: Center Span Unbraced Length-Too of Beam: . 0l1IIM Span .UnbI'llalCl LanQth-8ollom clSeam: Uv. Load Ouralion fll/:lQr: .l:Ive Load. Oeflecl. Criteria: 'TOl8IolJl.l.Hlal!ll.:t. ClIIalIa: ConI., SP8li loadillg: Uniform Load:' '.Uveloacl: "Dead load: Beam Self Weight: Tolalload:. POinlloa<ll' Live load:' ~.load: L=tlioo{From lliIlendOf span}: .1'roper1ies For: .2. Oougl8s .tr-Lan;h . BendiI1ll SIrell5( Shelf" SIte..: .M<ldulua of ElastiCily: Slres..PerpenclIi:uJat to. GIain:, Adjusted Proper1ies. , n'(renslon): ,Adjustment FadllIS: QFt:.15 a=1.20. .Fv': . . Adjuatment 'FactOl'S:'C<I=l.15 o.sfgn,l'tSQUlnlmenls: ControlllnaMoment: . .... '7.92 Ft from llift juoport'Of Sj)8tl. 2 (Centar Span) .. Clillaitn-.oment .crealed'l>t:cooill1rling'aIJ'<Iead loads.amI.1J\ia1oadl,0ll' _ ,".2. Conlrollil1ll Sheer. . _ . v= AJ." <II.tance.<Ifnxn r1ghtsUllPolt ofspari 2'(Cenler Span) .ClUical shOrcrealed by combining all dead.loads an<f.Uve:loadson span(s)2-. Comparisons WIth ReQuired SectIons; . 8edlon ModuIua (Moment): ,. .l<L~ .Ol-Rxn-A= 11.--Rxn-A= .Bl-A=> lL.Rxr~B= OL-Rxn-B= Tl'Rxn-B= 8l-B= L2'= Lu2.Topa 1.uUlolIilm" Cd= U U wL-2= WO-2= . BSW>o. :wT~. P~1.2= POl-2= .X1-2=. Fb= Fv= ,E= FuetP= Fb'= .Fv'= .M= Area (Shea", ,Moment'ofITtOl1ia (0..:. ..:. ,. . Sl'8Cl" .IF Ateq=- AR Ire<F I- ,l>ll. 39<'<1 ':1..J. '~.l't':l.;.U. ~. J-t'7a...rn.nT""'" "i'>J 0.11 ,IN. ,o..12..IN=lJ1129 . D.22IN" = U!588. 460, .447 ll26 0.42 820 752 1572 0'.72 n.D' 0.0 11.0 1.15 240 1~ '901) 95" 16llOOOO 625. 1242 109 Q65 1491 '41.21 49.91 .20.58. 3:2.38.., 70.84 230.84 .LB'. LB LB IN LB, . LB LB IN FT , FT .FT SQ. 40 8. .98 .PLF PLF Pl.F Pl.F ~B .LB FT PSI PSI PSI. PSI PSI PSI. 750 .672 8.0 'FT'lB . lB. IN3 IN3 lN2 1N2 .- 1/# .1N4 ~T..Tn .~rrT~TT'T_ . 'Roofae.n;r.97 Urilform BulldlnaCode.(97 NOS) rver. 6:1>>.5 . By: HAl; PFEIFER. 40. Wi 17th, Eugene. 970401, 541.883.4257 on: 03-1302004 : 0.8:12:38 AM Proleel:27lUMEDF .locallcn:'llREAI<FAS1' AREAfiEADER ' Summaty: . 3.51Nx 7,251Nx8.o. FT 1112- Couglas'FIr-Larch.DryUse 'Seclion'~ 'By:'32;S%. 'O:irtttclllin;'f'oi:lIOr: Secl/on'LlodUluaf'o.pu,'ReqUirecI'6.3bt. ,. OefteclJona: ' OeadLolId: DLi>:. Uve LoIId: LlD= Total Load: TLOs Reaellon. (ElICh .End); ,'u.. Load: . Ll--Rxn= Dead Load: Dl.Rlw> TOI8lLoed: TL-Rxnoo ~i.el\otItRliqulted'(Beam'only,.supjlO1t...........;.,. nclchedled):. BL!' Beam Data: . . .Span: _ M....:.._.. tJnbraced.Span: Pi\eh Of Root. ' . . Uve.Load OeDec:t CrIteria: T 0\81 Load.Oe/\ec:t.Crlter1&: Roof.l.oadinQ: ,Roof.Uve.Load-Side.One: ,RoCfOoad.I:cad-SIde One; 'TributarY Wldtll-Slde One: Roof Uve Load-SId. Two: RoofOealt load-SiOlr Two: . .Tr1bulary WidIII-Sidllt\lllO: .Roof DuratIon Flctor. ..'BumSGlfWei;lll: SlOpe/Filch AdiU518c11.anlillls and Loads: AdjUStId :Beam LeniIth: Beam.lWlctm'Uva:Load: . Beam UnifomI OeadLo8d: Total Uniform Load: .p '," ...;i.",Fot:l2-""''lI'-FIi-'Lllrdl BendinQS1res.: Shear SIre..: ModulU1 OtEJastiCity:.: Slteu Perpendicular to.GrlIin: AdjUSted Propertjea , , Fb'(T~: . :.. Adjustment Fac:lors: Cd=1.15 CP1.30 Fy: Adkatmen\ FlICtofll:Cd=1. 15- DeSi;n ~: ConlrlllJina Moment: , 3.o.lt.from18fhllllpor! , . . Critical moment crellled by combining 811 doad and Ilveloads. .COntrcIJIng Shear. . AI'I dlltano.ntfrom ""Illlolt Cr1lIcal sheiir cteIlld by combining aD deed and IlY& loads. Comper1sons WIth Required Sections: ,Sedion,Madtitua- (1Ifomel'1). .Area (Shear): ,. .1.- . - lIP RPa u. U LL1= 'Dl.l= .TW1a "lL2: Dl.2= TW2: Cd.. SSW= Ladla: .wL=, wO'iidi= -wT= Pb=' Fva . .E= Fc...i>eiJ>' Fb'= pya Moo 'J'=.. ,Momonl,OUDlIr:tia (00.':.._' ..,. .~ , S= AnIQ=' . .A=. keq= 1= en. ~....:.L "7/ .{,OJ 0..04 IN. 0:06: IN "'1:/12$5 0.09 IN a U780 '~,.ls'. .683 I:B 1733 LB :0.;7.& .IN:. .B.o. FT ,0..0. FT 4 :12 2040 180 .25.0.' . PSF .15,0.. .P$F' 4:0. FT 25.0. PSF 1S;D.PSF.,. 10.:0. f'T ,1.15 ,8 .PlF 900 95 1800000 .825' 1346 8.0. . 350. 228 578 FT :PlF PL.F ,PL.F PSI . PSI PSI PSI PSI PSI' 109. 2599 . FT.lB 1388. LB. 23.18 3OJl6 .19.03' .2l'3a.. 26.31 11 1:15 IH3 lN3 1N2 1N2 . IN-! IN-! ,. Legal description for Tax Lot 17-tl3-23-44 #122 Beginning at the Southerly most corner of Lot ll,Block 4, THIRD ADDmON TO . NOR1HWOOD ESTATES, as platted and recorded in Book 52, Page 11, Lane County Oregon Plat Records; thence along the existing boundary lines of said Lot 11 .the following courses and distances: North 360 58"00''''West 95.00 feet; North 340 55"15" East 57.59 feet; along the arc of a 50.00 foot radius curve to the left, the chord of which bears North 870 26' 05" East 60.86 feet, a distance of 65.43 feet; thence leaving the Northerly boundary of said Lot 11, South 300 01' 07" East 39.26 feet; thence South 00 05' 00" West 52.81 feet to the Southerly boundary of Lot 12, Block 4 of said TIiIRD ADDmON TO NORTH WOOD ESTATES; thence along said Southerly boundary North 89" 01' 00" West 2.26 feet to the S~utheast corner of said Lot 11; thence along the Southeasterly boundary of said Lot 11, South 540 04' 35n \-Vest 66.61 feet to the point of beginning in Lane County, Oregon. . . " Legal description for Tax Lot 17-03-23-~~ #121 Beginning at the Northeast comer of Lot 12, Block 4, THIRD ADDn10N TO NOR1HWOOD ESTATES, as platted and recorded in Book 52, Page 11, Lane COlUlty Oregon Plat Records; thence along the boundary lines of said Lot 12 the following courses and distances: SOUUl 0053' 00" West 145.00 feet; North 890 07' 00" West 77.74 feet; thence leaving the Southerly boundary of said Lot 12, North 00 05' 00" East 52.81 feet; thence North 300 01' 01" \Vcst 39.26 fc.et to the aforementioned boundary of Lot 12; thence along the arc of a 50.00 foot radius curve. to the left, tht: chord of which bears North 200 55' 55" East 48.51 feet to the Northwest comer of snid Lot 12; thence along . the Nottherly boundary of said Lot 12, North 81" 54' 55" East 83.03 feet to the point of beginning in Lane County, Oregon. . ,. "rc:VIf;Cd 4/8/04 . . ... . '.. 0.' D.. D. .. .. , .' -U._._._"-~:~~_\~'~~~,~~~!~,~."._._._.~.",...~.~~L #2784 / MEDF !<tD A '. ;ITION ~ Wx r- -- -'.# ~.-~-_:~~---~.. ~~1;Z~~;:'t::::;=~;~P8C~<1<l412el04 ~ /.1 ,/ "' /':::~"'4X6"i2"0IccriOkl't"'smi"IJ.~ard;r<"~'tIy.. .'"~ :~ RIN I' " ! t<: l>eaii"6 walll>tl9W' !',~~~" tel . _ r . - . --,- ~p - - ~/.~"",~ ... ? :; :; ~ %~ u ! / / / - ~~ ~ ,,' / /1 q.. I I I ' . , , , .: , ~ It) : / ;. . 1011 "'-,....... . . . .c / E , ! 0) \l O~ <h Wx . t===:::::::=lF= ~ . f==a::==:::=.,. EXl'IHEli 10!/3 '''t' . ..0 i:i I II t:- 4 x 8 #2 DF '~ ; '/ . . ~ ,. I~, " t'3 . . II g, ',~ :- 9f (2) 2 x 10 #2 OF ..0 !'f( ~E\~ . '~ . d ~H ~;. Zi'. I.'?' cox ~r'l116 O5B.e.dCD..6" etlg~"1.2".iriter.!.ol'll n~.lilna'- . . Wx.' ~ I; ';; J. .~ 1319C~~ IS rilo,u!red, NSIII.n~ I""piia~n I? rl'qulred, . . .. . I. I :t ~ 1" 1/2'\(1Q" AB'eCl2' ,,'e, ffmt;> wI S5TBIl?ilS. en4. w1~re tihVWM. ~. ~'-'~'-'~'-''"'-r'i-'~u''-'~''''--~j;.' .Wx. ... .c...... . w.: i;ENE/uC SHI;:A~ WALL (crl'ipirlcai d<n\lll~) i . '-. II".. . WX,-' ." ".. ., , H.~'--- . .. " . ... ,.... i-t.. .1/2" GOX or.7/16 0513, 8dC/l6" cJee.. 11~/ hiterior" nl1l11n!!! Z. :1. ~ 7..1. l~oekli;a NOT ~yfr"J. Nailing inSp,ctlon NOT ,'eo,ulfi!<l. - 1I~'xiO!' AJ)'&04' p/6. " .. ..;,.. 18~ ~m~al! ~, '4 par (lI~.p. & #4 V~~ (J) 48" j ;4y.1 'rx 10" ft;g, wI (~) I'Hare / .. . I~. .. ..' ( 3'-6". RgCOMMf:NPEO FOUNPA TION "3/4 n<lnu" hana ,;ompa~ flll. . Entl.,.. .. . ~pcn~ . Elp.;ci..lln&~e" Not ~u;riJtl 'Cew;;1 w. cxl6r. "oGnd, wI tis ~ar6 ~ :8" la. @ 9" olc Jrlll 3/4 dia. hole 4" d....p &'I"J\<y. . (No ~I"'''':al in"..) '"t' Do\W:1 to ~i&t.. fou~d. ;,v} 51e" dl~.;c 4' ~in!u;drTler;T' lI'otl1e A~chor" ~ 9" ~/c wi 18" lon~ aHh,:.ad." - (No "~c:al in!>p.) . NarE: "p1ice "il doul>l~ tal? pltlu" " mlnli,"im 6',0" w/l0d fJJ ~. ole stiia~crl;4 for 3' e.;. "Ide .jfea. joint ::t: r< a ~ . L H " ffm6 anchor to 4)( or (2) 2X !lWde wi5$TBliS . . - .. -. . . ;ll .SHEARWAL~S ..~ il&" ;'1'4' #I""'" . . ~ MEliF~D IWlnDt! ~. ~>jG<Eu). 011. ~M5i04 f"'Oj.ffll)ol HAl: rHEIFER fE, !".C. ~E.ij".;i'. . . BUiLDING OE51GN ,..,..,.. (?II) &.3-J;!!?7 , . ~W.17"" ~,(111 91<01 .....:'::: L:"''' .'~" RIW ~RtINFOIi;CE() 1"v1NOOW (int;;dt; or GuC"ipe) . ~ : :- U~ C520 "traP (J) 611111np I~"a~~r (2 per ....:ndOfI) . . ...- Ct;ntu CS20 en ,,,!ndow :""'-- :'.6' BiQck b"hind C520 r'/2J< flM: a" re",',j. I. Fa~t<:;' .trap wIFuIl",ii:ln~ ~ end 24" &, 257. ~ middle. .... T~ !1an:3t".:r.n~il~ may ~~ usr-d {n ~le\J of::;atsl::u;! ri6j~~. ." 1'> ~l Co N '. m/25/19% 19.; 24 5416834257" HAL PFEIFER PE WJJ;tJ.2:184. 1: MEOFDRDREMOPEl PAGE 83 5NDW'DRIfT'DESlGN .H,<!,L",""ly"",-,,!,E; .,40lIl.:l7".J\ ;EtJGaIE::OR'.~IJ~257 t I I Af"PENlJO.',8ECt'lDW _~. '9'1tl6C 'f",,",,.~l<Nll ~."':- N.ic ilm.lNl-tMW rlrl'f't.M4tt\- em.~ot' _..~ht;.""'. Cftlibt.. enow..dqn)I . -N.d'S?" drift tcru-rI!::ICd' ~ ccn&ldsred'wMl\: ma!(.,llItoft&~ enow Ioad.O,~.-p.~ ln8X. ~.lIIlld:..;""'nee: '. 1 l 'w..~:14:5O . fl;. r-:;. _- n) ~-5arrJn.~ :Pl-~Ptr. <1~ .55pd.. pc.f hd.,= '2.<10. ,0=< ,allW-il..14,O 0: 17.25 'rq=;.2!);oo WA=-."~" .~ft . W.k 4{hr-hb} Wa=.16.oo ft 1=, ..00 ft. hlo=pfID It .hl>=D.90 . f'f=.CeTP'gpef . Ce= .0;62 .Pf=15:50 ,,'Z q. (h.,.hb)Jhh,2 (hr-hb)n.!>=< 3.45 .~. "Di;",+-~ _166.90"" ) .. ..-- -"".--' D (nc)~'69.00 "I- .I~..J? [' it ,<1= D(hr) lpef ~ -. ~ APR:rc2Cn4 .EJlI'lK::>.)~;j'HO'4 1.4:hd.<1'='hr.hb' II , . +-.- t -. I , r ---------- ~ 7 ''2~'''- ..~"*' · -. . .,,---- 4 1 "'-- i ~..;r._~:::,::-:; ~-:- . . /".... ...' " " ,~~/ f-~,--,_ ~7 J... . f'SF- -......-l- __. r"2t;> +-- MuftIoloaiIeG.Beanil;8Hlililcrm!lUlldinll.1:acI8: (97'NOSll Vet, 6.00:5 ..Sy;HAl 'PF8fER:4&W: 1';'lIt 'Eu;.na; '11,4G1;.Sil1,S€SA2'Si\lRr~ :01l:41:32:AM. .~i...t:'2.1Il4MEOF ~1;.._;"... "MBR,Rp.FTERWI DRIFT .Suinlll8l'l: . ~,1.5'lN xfl'.2S.f\IIx 8.1l'FT<t:i2.-:OcUl/fllj'Fi1"l:liw."Dll'tIs& ~. . SedioJ1;~u.ala By_t 19.4% . COOtmIIlnoFactor:.SedionModulusllDeplh.Requiled 6..24.10 Senter.Sc;an~-. - Oeacn':08d: 'lJI<e.~ ..Tataf:load:. . .Cenler ,S:>e~. .t.eIlEM:Readion. .(llupport.A):. :D",,:!.oac!:, , lJoMd:J:.ai!It: TaIai. t:.o&O: . .!leariIlll~',ll".,..:. .,,)iBeam:~SJ1Pl>Gl1,~,nol.check8clI: :CenletSp8n:Rioh1End'RL"::""," (S<qlport8): .' Uve'l.08d: OeelIload: TOlIlf,l:.oa<t. , .BearIn;l.en;lh.RequlrelI{8llem onll',suppMapacl!y. nor ctlecteclt.. ..9.am. Dala: .CenlarSpm.Lon,.-tll: . .Cenler.s.,"<Jr. UOO""""c1;e.'lQl!l-;~o/.!le""" , c.ente!" St>an-u~ Longfh-llott''''Mf Beam:. :tMl!.oa<t.Cumllan.F_.' . .!om !.~otIle=:t O!tede: TOl9lI,eetl.~. 0ile:Sa: 'Comer.~.Lo~:. . UnilcnnLca:!: lIve:LOAG!: . ,o...ctC<>ll<t' lloDm SclfWelgllt: T<I!llt.toadi '..TrllDGWclllf~4 . lelltlve.lolld: ,left DoH Load:. R:iAIlf'UVe~, , RiQht Dead'Load:.. .Lca6Start: .l<>acl :End: load Length: PrnpertleoFor.#;!-tlouglas .FlN.arch aw~...;SWIa:. Sh&ar SCrus:: .J,\od!lIlls:Jf -EIaslklItv: :SInlSSP."., .,'~' .Jlar .toGcain: '~~jlle+e.Lr...L.... ..,~'..~,- . Fb'.(l'enslonl:. ~,f __..::<:4:U5C>1:.tO Fif: '- 81/25/1996. 19:24 HAL PFEIFER .PE .541 ~83425T @ '~=_..i~-' .tl{).(;entepo ThD-Center: '.tl.Fllcr>A- 0l'Rxn',y 1L.Rm fl,- 8l-A" .tl.Rxn-B= 0l.Rxn-B= Tl.,Rm.B= Bl-B= l2= .1u2-TQj)~ Lu2,Bo1lllm= = U U wl.~ ~ .ssw- wT-2= TRl4.eft-1.2- TRo..Le1l.1.2- TRL'RiQht-1-2-. .TRl>Righl+2c A.l.2~ .s.1~2e Col-2= Fb= Fv>< .'E!I Fc.J>Olll'" 'F.,,: Fv'= . . . 'AdiuslmentFaclorodld=1:15 ~n.~..,",-,...J: Contrtilling Moment; . 4:1$. Flfromlelt""lIIIClrlef.~PGl\'~ (Ceolel'SpGn)' eo. ~ti<..aI~c:maladby ._~';"...1OIldaad.IOads~""'~"" span(s).2. dl 1II~_" ..Ata 4istance.d,from,dQhl'.!Ullp;or\'of. """n'2 .ICentarSl>anI.'. ..Crlllei&l ~"""",_l;y."",,,-.l;l.iffiQ all i:eaif."="'_._.~ en "",-,,,"2 'Comparisons\Mlh.R8quJred Sections: .....- ',' " Sectiort~{Memet\l): Ma (Sheer); ,. '."~".";_":' m~,.._,~;~:,~...~.D'r1)::' .Sreqe S= Areq=. A= 1_, Ie (l.JJ.Z. 0.05. ,0'.(17" .PAGE .04 1/ ""t IN IN= LJ20t.f UI:.t:I'''''9. ~2S5 L8 143PJ.,f ..- 133 LB I:., _419 LB V 0.'45. .IN. ,.,rJl;l v tit!.: .~ 31't. L'!' 133 LB S04 L8 D.M. IN M= V" . llOO 95 1-aooooo 625 1139 PSI 8.0 .0.0 8.0 1.15, 240 180 Ff FT Ff o PLF o ,PLF '3. PLF 3PlF 50 30. 114 30 Oll .8.il 8.0 PLF PLF PLF PlF Ff .FT .FT PSI PSI .PSI PSI 109 .PS1 925 Ff-LB 400 LB 9.75 IN3 2i..$S ~,~. 5;49 1N2 13.88 tN2 'i2.04& :IN-4 9B.93 .1N4 Multi;l:gadedJlGamr 97 Uniform Buitdlnll COde'(97. NDSllVer:8.00.5 .;tly: 'flAl:PFEII'ER . 40 w.. Vlh,.s.aena. ,;74&1",:5'1:683:4251'on: G4-3(l..2004. :.08:44:53 PJI, Pluiecl:.2784MEDF ~:tocallOn:.MBR JUDGE BEAMWiDRIFT .St"" "i." ~:3;S.I~h~~.25iH ?,12:8FT.f~!1'~:r.IfiI..an:l1...:ClovtJsa, . ,5eG\ionA<teQuate,8y: .O.1'li>. ~"'~I>':l\""9' """"" Sed=&!e~. !ltplh.!leqtlnd l1c2,4 .l<>. .Cente'~DeCrecIIons: .- . ''!:.om @ .~ 0\1e:~0lICI: '~. Total"'*!: . ~ .Tl;O-Oenler= Cenler Span UlftEnlfReaetions ('Support A): Llvlrload, 'Ooad-Lllad:. T'CIalUl3d:' . !lellril'!ll:LenlllII.Req\lll&cl.{8&amonJy.1lIlppOI't.capacit'f_~eofl: ,CenlerSpan.RiQlItEmfReadlons (Supp<lf1..B): . Live-loa<!: Dead- Load: T.cIaI Load;. ae..rln;t'~e..~.d :"'-.onIyi ~. -"-";',nol CIleckec1): .SllzmOate:' . Center SpanLOIllIlll: .'C81TttrrSj:1lRi"~,~,,,,~,~~,,,"r~,-mf'5NrTi .Centtsr.Sl>anU. ;.. ...J.L. ..~.a _~~_....~. Beam: ,t;lvelcad, llutatlanFadcr: . 't.w~ilIMt~,~;. Tolal.Ulacf.OlIhtt 'Criteria: 'Center Span loading: Un'li'orm 1:l>ad: Uveload' Oead.l.aad: .aamS6ifWeight Tolal \milt. T~l.oad1 .L;effUvaLoad: LelI.OeadLoad: RiQIll.u..e Load: RigldtreBtftosd:- :i..08d Slart load End: l.oadl..anqlh: Trapezold8ll.l>8d 2 l.eIt Uve Laalt. L8lII tlIIatitnaa: Riilht .uve t..oa<t: RiIlhtOeIld.L<>ad:. .Load.'Start:. Load End: lo8cl.l:M1at/l! I"ropej ties For. IN- I'h P F"tf'Uudl Bendinsl Sbftl: Shear, Stress: Modulus of Elasticitv: StressP.erpendiculer: to. Grain, ~Pr~. FIt (ToinsiOn):' Adjuslm8nI F.actoD.: Cd~U5Cf=UO' .Fv': 81/25/1996' 19:24 54H;834257 HAL PFEIFER PE '. .U.'~AA .OL-Rxn-A~ Tl--RllJ>.A= !Il,\w , U-Rm-B= DL"Rlln'B= . TL-Rm-8= fU.,a:. 1.2= ,t.u3-Too= :Lu2-'Bottom= Cd: U 1I wt..2= wO-2a llS\l\I" wT-22 T-RL-l;~1'-2= TRD-Lefl-l-2= TRL-Rillht.1.2= TRD-Rl;I\t-l-2c- 10.-1-2=. .B-1.2a '~1-2= TRL.Lefb.2-2a -TR"~2-2::: TRL-RiIII*2.~ 'fRO.Right-2-2a 110202= 5-2.2- C-2-2= Fb=- Fv= E~ FCJl'lfll" fll"D 'Fv'= 'Adlualment Factors: Cdal.15 Design Requicement" ConlcoIIinIIlotoment 6.4 A from.1efl SlIl>IXlCf of span 2 ("Center Soan) ...Clilil:sl ,.. ., :.......u.d.by,comblnlnga;.cI8ad:1oada end.tiveJOlldlonspan(s)2 ,ContcolilncSheac: . ."At a di.u.noe 4from.lefl,suPPoctof SIl8n 2 (Center Spanl CriIiClliShaat'etealfld bycomblrllngall dead:luad5.and Uveloadson:span(l) 2. Conlparisons Wdh.RequlrecUlec:tioll5: . .Seclion MOOlJIus (Voment): Area(ShetIlt Momenl_.ollllllrtia (06_n):. Q;.t2' 021 0.\12 1555 LB 874 l:.B 24211 LB, 1:1,. IN 12.8 0..0. 12.8 1.15 240 1llO 143 67 143 67 0.0 12.6 ,12.6 1000 95. 1700000 625 1265. PAGE 05 1/4 IN'. .'N:'V739 -IN =1J473 FT FT FT o o W 10 PLF PlF PlF .PlF .P'J. ~ PLF PLF t1., p1J' -' .FT ~ FT H P PLF .J P'~c f PLF PLF H !ll. FT 0 FT '2 PSt PSI .PSI PSI PSt. PSI 100 6C 100 .60 '0.0 12.8 12.8 1ag M=. 7774, FT.LB V= 2089 LB 6ntQ= 73,704 1N3 $=. 73:63 lN3 AreQ:. 28.88 1N2. Aa 39.38 IN2 ItaQ~ ,~,O, IN4 I" 415.28 IN4 . ,MulIi'LoadedBeaml97 Unilonn Bulldii'lg Code {97NOSllVer. 6.00:5. :By::HAl..=r"R:.,4ll"W. :\.71h;;E~;:2T~1.;~~:m:4257'on::~20Q4;::OB:sa:'9.AM :Ptajet:t; 27B4MEOF -:location:.ll' MBRCEIUNG.BEAM ~~.'251N ldD:S'lNx.,1:IU"T:".2-4F-V4 -VisuBllYGrade<lWestem.SI*3O:. OryU5e . SectiortMeQ!S8l&~ 9:3%. eo_ingFactor. Nea I.Depth Required 9:72.ln. .ClmIclrSpiln.Dilo'ledIon&:: . ~.' .~ LMllfacI: ~ TalaIl:oad: :n:o.c.n1eP '.CamberReQUlred: c= Center Span left End Reactiona (Support A): live u...!: Osadlolld: T~tGOCt BearinQlenQlh Requlted lBaam onlY,. supportcspacily not checked): Center"SpariRiQIlt EndReac:tJons .(Support'B): live Load; De8dl..Dad: ToIai Loed: :, ..,..... UmgIIl'Requiled (Beamomy;wpport.capadly not dleckecI): Beam Dale: 'Center SpenlenQltl: Center:Spen Unb.llcecfLenQ1/l- Too.ofBaam: . Cenlet Span. UnIltac:6d lenglMlotlom.oI Beam:. .u..,:i:amii:Aaalim FIlt:itlr. UvAllolWOclllIlQ.Crileda: J'otal.Load Oefted: cnterla: ' . Center Srlan toeaing: UnIform Load; Uve-.lQQd: 0e8d lAalt. .llaamself Weight: .TotalLoacl: Point Load 1 , Uve Load: Ooact l:.oad: locaIIOn(rrom leIl.end.oI'Slll1ll}: :Propenies :F.cr: '~. Visually Grad8cf Westem. Species' BendintrSlresa: Shear'Slress: MocIuIus of E1astic:ity; . Slless PllIl*lClcuIllf 10 GraIi1: :Bendlng.Slress.cf Compo .Face.in Tension: Adjuslecl ProDerties, Fb' (Temlon): AcIju,'menfFaclors: Cd=1.15 Fv':: Aclil..,. .. ,f........... Cd=1.15. . Oellgn .R8Qlllremenls: ConIrollIIlQ.Moment: .6.6 Fllrom,letI.support<JI SllSn 2lCenterSpen) C<1l1ca1 moment Cl1llllecl by comblnino aU dead Ioecls 80dm loads. on spen(s}"2 .c., 'I., .W~'I~..Shear: Al a<flStGnCe cl fronNfllllts\.lPllOl'l 0I1lIl8l\2 lcenllll Span), .CriUCaI :sheat.CI'IllIleG.by'CClmblnlila .n:dead.loads.1Ild Jlva.loads. on spanfs).2 :.Compmiaons. Wdll.Ra.ouired ,8ections: .SGclion Modulus.{Momenl): o. .01/25/1996 19:24 HAL PFEIFER PE 5416834257 Ll'Rm-A- .0000'Rxn-A= ll-Rxn-A" ,BL-Ac Ll~ Ol..-Rxn-B= Tt,Rm:8= Bl-&< ,u.. Lu2- Top= L.a,BotIomD Cd,,- U ,W wl-2" wO-2= SSW= 'wT-2= PLt.2= PD1'2: Xt'2".. Fb= .F"" 'er- E'/" Fc_ .Fll_cpI" .Fb'= Fv'= M- . Area 1$h68r}: 'Momanl oIiMl1ia.{08fl&clIon): Sreqc SD. Al'eQc A". 'lreQ= 1=.. '(117. 028 .0.46 028 2141 taU 345Il 1.70 2989 17112 .mll 2:35 'It..O 0.0 1.1,0 1.15. 240 lBO 1555 874 8,5 2400 190 leooooo 1llOOOOO 6!iO 1200 .2760 11310 v. 4374 '49.17- 57.4.2 30,03 32JU. .166.00. 301.48 PAGE 06 .~/+ IN.. IN D U483 IN D "LJ289 II.. LB LB ,LB IN LB LB LB IN FT FT FT 325.' 195 B .526 PLF PLF PLF PU LB LB FT' PSI .PSf ..PSI. PSI PSt PSI .PSI PSI 219 FT-LB .LB. 'IN3, .1113 fN2' 1/12 1/44. IN4 RooIBeaml97 UniformBuildlnll Code 197 NOS)' Ver.8.00.~ :By: HAL PFEIFER. 40W. 17th. Eugene. 97<101,.541.683.4257 on: 04'3f>'2004: 09:07:07 AM' .Pmjsct 27NMEDF-toclIlIon::BREAKFAST,ARE.t<HEAOER . REVlSEO-LoOAOS :SummBJy. . -" .3:5.INK7.2!HN.x6.0.FT Jt2.-.DouglllaFIr-Larch - DIy Use .-- . :Sectiorf....deq''alI...Ily:3c 1%. ContrQlIlng;Fador:SacllonModutus (.Oeplh Required.7..14In 0efiec:ti,r:Jra -- .QQalI ~; .!M..l<Oall: TCltSILoad; . Ii: .,. .:;..~(Eacb'end): lNe.lollCI: 0ead1.D8d: ToiaH:cacl: ..BeatIng'IAnglh.ReIjuIt8d.(Beam.only,$UppoItcapllclly:not.. . .\, l): 'Beem Data: . '.Span: Maxlmum.Unllracecl Spa", . PlIl:hOfRoaf: \.MI.tu,.,H>ellect: Cll\etla: :rolAl'~ DeIIecI. QlI81Ia: 'Roof load/Ill!' .ROciI:livII. toad-SidoOno; Roof OeacHoad-Slde One: TIibul8l'9'WldII\o8Ide 0n6: RoofUvel.08li'8ldeT~ . .RooI Dead'L"OlI~lcIe'Two: TIibUWvW~ Two: Roof!lunlllon .l'acIor: BeamSell' WellIht: S!qei'im ~ t.nQIhs and I.calls:.. ~ed Ileamtenglh:. . Beam'Uniform,1.iw.lDad: :.llum.I..lnllolmDead l.cacl: .TolaI UrilfonnLolid; PIoperties For: 12' Douala Flr-Lan::h ..IlIltJdina~. .~ SlAlsa: ModUlus .of:E1utk:ity: :S1Fes$'~Io:Gm!n: Adjusted Properties . a,' (Tension): ~,_.... .c :";....:..- 0Ft.~5 Cfst;3l) F~:. D1/25/1996 19:24 5416834257 HAL PFEIFER PE. '. .Adj_,.... .. . .FlICtorI:.OlFt,1~ Design..ReQt,;'\." "'I,"lls.' .Cont.roGitlll Moment .3:0.1\ fram Iaft SlJIlpo/t" 'cm;",a_ .....,:,..;by......a..'V'OIlI_Cld-lNe.!oallS:. ConttolIing SllaaI: At.e d1stanca.d.from.WIlpo/t.. ".-.::~: ..:.'-" ~t.,'~alI_amlJi;a.~. Comparisons WlIh R~Sac:tionS: . . Sadlon: Modulus. (Moment): . A1U (St~: .;..... .. ..of....rti8.([:.::.~...). 0l0= . Ll.l)Z 1\.1)0 LL-Rxn" CL-Rxn- TL,Rxn= BL" L= LIP" Rp,. \J \J .LL1= .DL1= TW1= ll.2= .Dl2=. !W2= Cd= . asw-. l.adl>' '04." .'oIOacll=u -:-wT= Fb= F\r-. .,EII F<:Jl8IP" '.Fb'!; F"" M= V= SreQ= S= ~ A= .lreq= I" PAGE 07 4/4, O.Q5IN 0~01 IN" U976 .0.11. :tN=..\:f593 .1350 an 2222 1.02 25.0 15.0 ~O 25;0 15.0 13.0 .1:-15 8 900. 95 1600000 .625 1~ 8.0 .0.0 4 2.o\fl 180 LB LB L8 IN FT FT :.12 6.0 450 .29.1 741 PSI' PSF FT PSF PSF FT .PlF FT PlF PLF PlF 109 PSI PSI PSI .PSI PSI PSI 3333 H-LB 1778. LB 29.73 IN3 30.66 IN3 24.41 1N2 25,38 1N2 33-75. 1N4 111.15 IN4