The URL can be used to link to this page

Home My WebLink AboutMiscellaneous Plans 2004-10-4 .. , CITY OF SPRINGFIELD Development Services Department Building Safety Division Residential Plan Review JOB ADDRESS: ' loD2.D 'lO.~ " CITYJOB#: ~'lOO~.DC>3"'B OWNER: Hayden Homes PHONE: 228-1081 , CONTRACfOR: Owner PHONE:, Items listed below (if any) and those marked in red directly on the approved permit , documents are incorporated into this project in addition to any requirements appearing on the construction plans and the City standard document entitled "Single Family and Duplex Constmction Most Commonly Missed Items". A Cvu...oyonding number is marked on your plans for any items listed below where applicable. ' , All references are to the 2000 Oregon State One and Two Family Dwelling Specialty Code, (1998 Intemational One and Two Family Dwelling Code as amended by the State of Oregon unless noted otherwise. A copy of this code may be obtained from the Building Tech BookStore. Inc., 8020 S.W. Cirrus Dr. Beaverton, Oregon 974008-5986 Your signature on the Building Permit is' an, afT ".......ent that all items will be installed or corrected, and that all work on this project will comply with applicable codes: ISSUANCE OR GRANTING ,,' OF ,A PERMIT OR APPROVAL OF PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT BE CONSTRUED TO BE A PERMIT FOR, OR APPROVAL OF, ANY \'.lOLlI.TiON OF ANY OF THE BUILDlNG SAFETY CODES OR OF ANY OTHER ORDlNANCE OF THE CITY OF SPRlNGFIELD. PLANS REVIEWED BY: _Bob Barnhart..:.....]HONE:_726-4652 I. ELECTRICAL GROUNDING REQUIRED IN NEW,FOUNDATlONS: " Oh new construction, a #4 concrete reinforcing-bar electrode at lfeast 20' in length shall be installed horiZontally at or near the bottom of the concrete footing at the location of permanent service entrance. A second bar, at ' least 1/2 in diameter shall be stUbbed up a minimum of i 2-inches above the floor plate fine near the serVice entrance panel location. The stUbbed up .. , Tn':< .,~~;..~ ,~ -"', 11\, ~""""'~"2;'\~\ Pi;'~;~~;f -.L o.~lt "'" ',', -, 1 ..~~. 'I~~""" t<"~: ''',' ~'" <'''''''''-:''''';l..\,~ ~/NE1;.\' ~..- , STRUCTURAl BUILDING DESIGN. FIRE PROTECTlON CODE,CONSULTANT. PLAN CHECKING , ' CONSTRUCTlON INSPECTlON CALCULATIONS, , .' .. ., [LlftJ.L ' /fA yDE/V I-Io/V\E$ JO &rr ItL"JPSPE:.fl J1I S-prt/NG-P8...J:;> 10ft. " 10f2J2E'i:BlEIJ.QtL CLIENT SHEET N'" CAlCUL.ATED BY CHECKED BY . w.o.. 1 (/ -I 'f t::f;:/\/ n OJ..N::"( / OF 5' /W /C381l . LAT€AN- ON 6p.ilJfl(sE'DoQlt WI:"LL 20' Oil 1..4' DEEP ~\G€ 01::: THE C/>'<;(fl[::(; I'LJb(,.... <..1\..~V~1.. OF Pt.r:>N ~ '> , . ,~ rmA WINJ) f/Jf:;7:D' 90MPH , . tE:::x.fOfl.4'<.'= ' lr SDjj"nlC. ~ll, "DI" SAlOW c:...oAO: 1J?pSf Site and soil conditions not observed by , Mortier Engineering P .C. Allowable soil bearing capacity of /, 00() Dsf Us\ld. ' 1245 PEARL 8T. . EUGENE, OREGON 97401 TEL: (541) 484-9080 CATE DATE o ~' V"~1' ["".,"'''''''''''' :E;;l:~~"~~~-~~~ o.~""''''''''''"'I'''(I'' ~''''"''I'~.'',,,, \~' '1;:J!Jri. (.'11\~~.",,-,1. ~/;'~",~ ~V;/ ~'~^.2i~~ : , CLIENT n/-JY~ SHEET Nf\ '2.. OF 5' CALCULATIONS )Po CALCULATED BY DATE STRUCTURAl CHECKED BY" BUILDING DESIGN. FIRE PROTECTlON DATE CODE CONSULTANT. PlAN CHECI<ING 108'7 ' , CONSTRUCTlON INSPECTioN wo.. - , ~ .. I ;a,riFlJ.J'k ~(i..N 7.,/' ~ V~ '4.0' WIN!) w\\J'\jJ, 8.1p~ L'NW ";"Jls~ "', IN A..'13p,Q:- l.-Wl'l.... ,.~ pft: 5G:ISI'?/C , v: . , 3" .1I"fW 1245 PEARL St . EUGENE, OREGON 97401 TEL: (541) 484.9080 ~.~~>':. . "--, ,;1'~ ~ ;';'Co"'"'" ' ,,,;,,",,,-_, J-,_'~ ',jt;..\......""._;i\u o.~.ft.'3,l ~~,:' I:;", '~!.i;t,..,' 'I,' 'AI ' ""~_~,..,~" t<" ~i'B ;,~ ' .. , "I,o....J;wr::\\./ ~Q:tk CLIENT ,. "1, -IIX:,ty SHEET Nr"I :s ( CALCULATIONS OF I?p CALCULATED BY DATE STRUCTURAl BUILDING DESIGN. FIRE PROTEcnON CHECKED BY DATE CODE CONS~LTANT. PLAN CHECKlNG I bJ8~ 'CONSTRUcnON,INSPEcnON w.o.. ~ \-I~ Vr.,. 'NIIVD ~ "- /~",: 54{;'- 1'1-<.' 0 II h , "v.' E)4!T"'~<:a.lfI$? to-/f'1') f eL{(;....l~.'JJOld '7.lprr-): /6J/Lb5 JE'IS"~L- " ,tc.. ' , W:6))sr-('1-1'K/4') f e...r(.lC~)(l'4')' 5"oClOu.r "kJJl'I<.iJ" V~~t'Cx.\Q\.j ell,;) ':: 9')"l..UJ (<.c::J0i...vE: Vc, UNtr fJ-IEr..Yl.-' Ici311~\A'1" : (.I'fl.pa~ Ci Ill. ~ WI? F~ 1-17' <--,-" 0.'))' 6' '1 " 0.,."'" f,'.q"('-I'i6l>u) en)' 5"//6<...6-(, T = 5-,1 ~L{'-{ I -u.." ,;; 2.8'23 Ur ~/-ITTI"l ' SS,7a/b , ' 1245. PEARL 5T. . EUGENE, OREGON 97401 TEL: (5.41) 484-9080 V(i'ft~~ ~":~i!t:'~ o.~;*i.if~~:-;-, :."F, .~;,}~~ JIIIIi'I~""'l"-'i'l'f::I;~~I':'~ , , 'Ai ' ~O~~~/ ~[l~!i}:~\/ CLIENT II' '"...-. SHEET N'"' l(, ,OF ~ CALCULATIONS CALCUL'A TED BY m DATE STRUCTURAL BUILDING DESIGN. FIRE PRciTECTlDN CHECKED ~y DATE CODE CONSULTANT . PLAN CHECKING /tOf?!7 · ,CONSTRUCTlONINSPECTlON w.o., BEAM PER PLANS~ DOUBLE TOP PLATE~ I 'il.' I 1/ II I 11---r7 1 , , , (1) 2x6 BLOCKING FLAT wi (1) 35" LONG CS16 STRAP ~ ' NAIL ALL HOLES NAIL WALL SHEATHING TO BLOCKING , ad @ 3"0.c. STAGGERED 7/16" OSB ad NAILS ./ 3"o.c, EDGES STAGGERED.......... '(2)2x @ EDGES J II HTT16' HOLDOWN.-/TI SST816 ANCHOR CONC. STEM WALL -0 ' I t CClNT. FOOTINGJ ), 22"MIN,' / ~, ::;: :.,. I '" , CD DETAIL AT FRONT OF GARAGE N.T;S. (TYPICAL EACH END OF OPENING) 1245 PEARL ST. . EUGENE, OREGON 97401 , TEL: (541) 484-9080 "" '1~ /"~~1~ '~-~~~~':~:;\'~ ",' '''~:''I~., I~I ::;.~, I~" "~_-<:"~"'-": . , h..r; (/}~~l o~~ CALCULATIONS' SHEET N" c:; OF rj ( t'fJ ' CALCULATED BY O!,-TE STRUCTURAl BUILDING DESIGN. FIRE PROTECTION CHEe,KED BY DATE , CODE CONSULTANT. PLAN CHECKING ,IC38r::J CONsrnUCTION INSPECTION w.o.. '~ , ~,,~~ I~~ (~S1f) ~,rnl~~z ,..........Hg' ..... CEILNI - - 'I''''' a.cli &. "'-D' CUl. - ~ .,:. ~ _ vom. ~ ' ~ ,""", ~ " 'Q.Qm: ~. ~ E - ~ ~" ,",,-,..~I?I /;"'\'...J S ~,~.~.~ ' .::r:. 1'_2' I ..... J.. 2'-4' t 6'.' f t El ~ @ ~ '~..:.__ , ~"'TT1"'e:'X'G~ , ~ eo..PQtElIlAL.L ......... RReT......,.~F'DB,. ~,I," C'O~~D Q ~~ ~lIOMJ . I ~. ~ c&AAAa.!~"':.,.~ C<>QlEll! _' ~ ~ f:I ...- --1! T ~ eEe 6H!ET A!l , ~!"OR . "".j..t~' .. ~~~ El ~ UT_ ,.----------~.----------------------------, , ' , ' , , , , ' , , , ' : : : ,.MINIn.G~.CO.. : I 0ARAGl! I I-lOJlM! llLfoLL6. a.AI't. CElLN1 I r=1 : Al'C)AU.~a~~ : ~I .," ".,. : .-l - : -~--:--{~ .. 8 " r. pA/{T1/l,('" (f! rt..'<.PlAN NiS SCt::;.;' D ' o t:Ini/ (; r-~o;..,"," ~ "'CJp ~G-,e ",'...... '.;J;;: .-. ,"'~::~:: .:':;/ ~. . . : : . ~~~"'-:"":""':' I (J I I I r I J~~-' "~<.~:::':' .'~ ~~/~~::'.: "~-' ~.~~ __ ~ I li.L.lJJ ~"...., ----.JJ~ ;-, ~ / _ '~ITIr-~~~~) f' . ~~_([ : OD~. ) / '" ""-......,."=~......T....... f~'r:cONT EL.EVATION A COI.tJ't./TOo4lc"~TA&~ . 6C.4UL V4'. r~' (~D el-eETJ . .LIN! OJ." I"'08T eeTQCl IC~",adl8' . r"",f1bd1 ef.EET) . . ., --- 1245 PEARL 81 . EUGENE, OREGON 97401 TEL: (541) 484.9080 , Erosion Control Conditions, Sediment and erosion control measures shall be in place and functioning before clearing and grading begins. Wet weather conditions are in effect October 1 through May 30 and may be extended as directed by the Public Wor1\s Director or the Community Services Manager. Temporary erosion control facilities must be designed for the 2-year. 24-hour storm event unless otherwise specified in the design conditions, When developing sediment control practices, the following shall be considered: use of straw bale dikes, silt fences, compost filter berms, earth dikes. brush barriers, drainage swales, check dams, subsurface drains, pipe slope drains, rock outlet protection, sediment traps, and temporary or permanent sedimentation basins. ' 1) Construction site entrances are egress points for vehicles onto paved roadways constructed asa means to prevent vehicles from tracking soil from the site, All projects shall have an open graded gravel construction entrance not less than 20 feet long and 20 feet wide placed in a location in Which all vehicles can traverse the entrance to enter or exit the site. II) most cases. the most economical location for this entrance in directly behind the curb cut in the location of the future driveway. The owner shall maintain the graveled construction entrance as necessary to ensure it is functioning properly. Additional measures may be necessary to contain sediment from the entrance on site. 2) If sediment is tracked offsite. sediment shall, on a daily basis, be swept or shoveled from the paved surface. Sediment laden runoff from construction entrances shall be directed to sediment ponds or traps on sites. 3) Under no conditions shall sediment from the construction site be intentionally washed into storm sewers or drainage ways. 4) The APPUCANT/oWNER shall erect and maintain sediment barriers along the perimeter of all low-points of the site where sediment-laden waters are likely to pass. Examples of barriers are sediment fence, compost filter berms, and open graded rock below in the sidewalk area below the curb grade. 5) The APPUCANT/oWNER shall be responsible to prevent any soil or materials from leaving the site, The APPUCANT/oWNER shall anticipate the worst case weather conditions and, place adequate erosion control measures prior to an event. Failure to provide erosion control measures and prevent sediment from entering the street, drainage system, and surrounding properties may result in a stop wor1\ order and additional fines and penalties as well as liability for any cleanup or costs. ' 6) Temporary stockpiles shall be covered with plastic visqueen. The visqueen shall be anchored so that it will not move under heavy wind conditions. Stockpiles that will remain in place for more than 2 months should be seeded and covered with an erosion control material that promotes vegetation. 7) Under no circumstances shall material be stockpiled, temporarily or otherwise in the public right of way. All stockpiles shall be contained on the APPUCANT/oWNER'S properly. 8) The City of Springfield or its agent may require modifications to the erosion control measures at any time if the erosion control methods being utilized are ineffective in preventing the discharge of sediment to natural features (such as wetlands), surface waters, storm drainage systems, adjacent properties, or natural, features, If drainage problems to adjacent properties are caused by or as a result of activity on this site then the APPUCANT/oWNER may be required place additional storm drainage measures to remedy the situation. EROSION CONTROL CONDmONS PAGE 1 OF2 , ' ' 9) The following items must be considered when planning for construction on a site . Fit grading to the surrounding terrain . Time grading operations to minimize soil disturbance . Emphasize erosion control measures to stabilize disturbed areas . Retain existing vegetation wherever possible . Direct runoff away from disturbed areas . Minimize the length and steepness of slopes . Use energy dissipation devices to reduce runoff velocities . Install permanent storm drainage facilities as soon as poSSible . Manage clean water to prevent it from coming into contact with exposed soil 10) All erosion and sediment control measures shall be inspected at least once every seven (7) calendar days and within 24 hours of any storm event by the APPUCANT/oWNER. 11) All erosion and sediment control measures shall be inspected daily by the APPUCANT/oWNER during periods when storm water runoff occurs. 12) Storm water runoff discharges shall be visually monitored by the APPUCANT/oWNER at the above frequency to evaluate the effectiveness of the erosion and sediment control measures. If sediment is leaving the property. cOrrective action shall be taken immediately by the APPUCANT/oWNER to reduce the discharge of sediments. 13) The APPLICANT/oWNER shall allow the City's representative, upon the presentation of credentials. to enter upon the APPUCANT/oWNER'S premises to inspect at reasonable times any facilities. equipment (including monitoring and control equipment), practices, or operations regulated or required under this. permit ' 14) Erosion control on site shall be maintained by the APPUCANT/oWNER until either final occupancy is granted by the City of Springfield Development Services Department or permanent vegetation is established, whichever occurs later. EROSION COJ\TROL Cu. .u. ..ONS PAGE20F2 "20134 '14..43 FRoo:GENE STRINGFIELD . ~.fi . '" 541~689-8266 TO: 8953461 P.1'l01~.oo..'!: ..~. ~.~. ~' ~""'~' ,~'~ ' . .. A~1_JWros 8.'SCortnlNurllb<<:.............~ .. .1 &Jtfi004":2B:2SPM 1J.~..I!nIJtM~i.tS,S3 ,Mimber GIOpe: 0112 Root 8lopeO/l2, Gorage door header, oon portll,IhIme. 12" overtl""91' rool b1b end gable.nil truo weight. ~1/2" X 12" CI~slc GlulamtM (24F -1.0E Framing DF) '. THIS PRODUCT MEETS OR EXCEEDS THE SEt DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ..- . I mN ,. 1S'10. I ~'> .. '" .. 'ProduCt DIlIllr3IIIle, ~~no.ptu"~ . , "'" All dlmon.lons arollorlzont31., , r )1108: Anol)P.Jls Is,Jore,Head.r(FlU&l\ Beom) Momber. Tr1but.ary Load W1cl1lt 7 prtmary Lood Group. Snow(psJ): 25.0 live 1lI 115 "dulllllol\ 15.0 DoR. Vertical Loads: ' Typo CI... Uvo Teporotl(p1f) Floor(1.00) 0.0 To 0.0 Tapered(p/I)' FIooI11.00) 0.0 To O.D "'" ., "1 " , ' Poed, 20.0 To 60.0 GO.D To 2o.D Looatlon OT08'10" B' 10" To 16' 10. Appllc8l1on Comlrl8lll lIddo To' Adds To ' """ , ' "",' , , " .,. " , , ., I' , SUPPORTS; , . "" .", Input' ,Beating Vortlcal R_lltIAllbel WIdth I..8ngt/1 Ll'lelDoadJUpllMolal 1 ,WOOCl oolumn 3,60" 1.00' 4~1/G31.101105~ 2' Wood column 3.50" 1.60" ,421/835 10/1058 .. . . -SBa T J 9PEClFiER'S / BUILDiORS GUIDE lor delal1(s~ By Olheno IJat.>lI Olhor t"' " By OlherB NOne By Olhem None .." ....... . . I. . ~ (d~8IGN CONT~ ',j' '" '. Mexlnium Ooolgn, eonllol, CDnll'ol LooIIUon ' 6heor(lbe) "1D3B '.910' ~79, ,Pasi:ed(15~), RlendSpan1underSt1aNloadlnll Moment (A--L./)9) 4437 4437 19320 Passed (23%) MIDSpan fllllderSnowIolldlng LIY8 load Den (In) 0.092 ,0.550 I'InllotJd (lJIlllQ.l.) M10 Spart1 under snoW Ioedlng TolorLocid Olin (rn) 0.238 0.825 Pea.ed (lJB31) MID Span 1,~", SnoW 'o,dlng .pon~on CrIIel1a: MINIMUM(LL:IJ'J6O,Tt.:LJ240). " , '" ..", , , ..eraolng(lu): All compression edgoa (lop end bOlIom) must be lltBOOd at 14' r 010 unl_ d.IaDed othnrwl... PropoI all80hmenl and poaltlonlng olln\end blueing Is reqUIred 10 ac/1llMlll1olribet atallIlIty. ' , " ' , ' , "",, , -Design a....m.a lIdequate aonUnuOUlllatemlaupporl ar the aani,. :0". . edgo, , '~riDffiPNALt:lOTeS'", ' , 4MPORTANTlThe onatyalG presented ..output",,", aol\vI:Jre davolopedbyTNs JaIBl (TJ~ TJWMIlI'Il& \hG1IIzIro'!fll& products by lI1IseoI\WareWDI b. eccompllshodln "_. ~...~a wIIh T J produat deGlgn artIerl..nd ODd. aocopted desiwl wlu.... Tho .poDlno product appIIcauon. Input design toada, and, s1atl!d d1rnenslano hBVll be.n,pri:r.1aed Dy lIle sonware ....r. ,ThIs output""" nolb..... /'Il\'leoYed by. TJ AscooIete.' , ,-Not all praduClll are readUy'.""Dohl.. Cheak with your ouppJlor ar T J loohnlcal repre_llI\111\\ lor produalllVllllobDDy. '.!'Has ANAL Y6IS FOR TRUS JOIST PRODUCTS ONL Y1 PRODUCT SUBsrnuTlON YQIOS THIS ANAL valS. , ~AII0w:0blo &Irolio DeoIgn melhodolagy waail$ed lar 1lu1ld1ng Codo UBC en8ly>lny U.. TJ DIGtJ1bulIon prodUlllll9le<l8bave, -The onolyal&' PreOented Is approprtalll lor Cll108IC GIulam'" 'booma, by Wayerllllevsor. ..... ",.., , , "0,' PROJECT lNFORMATlOIJI;, HAyden Hom.. 16' go"'llo door heeder: parallel 10 gainge bus9loyout. OPERATOR INFORMATION, Troy LanCllller Gene Strtngneld BuDdinll Mot.rlel Co. , p.O. 0.. 2707 EugOne, OR ,97402 Phone: 641-8B9-8014 Ftllt :64HI&~2B6, gsbmelroY@qwea\.net t ''OJ' .'t........... , eop)'l'lCJIlt; Cl 21D04 by teW! .loh~, . '"'fl'10Jl1ll~M,f' D\I.1n~. f..''''~ tt! to '''91''t..r4d "r.~" tll: 'I',n./lo ~Ill;. ClauDLo ~.lM'" Ln II t.r:o.d"WIDc:k of If'I)'f1ItwI,,:~.. C'l lL o o N, C'li f- 'ILl .., O! ILl OJ a: .J Q. J: ,:[: Q. N o ,{') .,. o o N .,. 0, f- U o " . ,~ {7l C'~ .. - - (: - 14lCF's. 0 U .'......:!:-l . - 1 '+-----T 'f I ! "ir , -H IT I; ,'~ -I I , j --.. OO~ ,,h I iT II :~, ","' ol' <( (7) J4's :!; " w Cl CJ - lftl C's , I : ! I I " I . o <} g /"- I / "" ~/ " /}, " ~, <( ~, 20-0-0 '. .1.. 4040 '. ~ //I~~!I / Ji. '!I !L. ~ A2 " 'i-' r"- Icr ~ ~~ . ...,.Ala Jd -... \OM Jl : L(I I I ~: j Jl ~ J7l!.,., If., , . v ~ , (5)J4'. 15,(l.O ., ~ ~ ~ ..... --=-~~~ - - - r--- ... ". / ,t- -7 ~ '" "- .~ ~-=;;7 ~ , ~ . ~ ~~ , ~ , OTE' , N . .tion Roof Composl " Pitch: TC:~/~;, Overhang: 1 :Qpn, , '1-- CraMlIlGIz:J ;/ ,-- ........St. LoA.. ,''11~ -'c.adoBOat8p_._ .-- .~ ~_IIoO" 'lue iDGJ-_.....-:.- I'llll.!:l... ~'-"SSco,_ . r.._ ,_ we......... .. IllI . ,.._ . .~, -:"') v "- b o N C'l I- lJJ " ~ lJJ Ul a: .J "- :I: :E: Cl. N o .. C'l V o o N V o I- U o L II. c: '1 < me'. II ' I; ! ! I; I; 4040 (6lC'R w '" o . 0 0 .(4'\CF"S . . I ' , ..... ~.Iad~ . ~ a -- . "J, t~l!~~~~. .:.> ~ -(7).14' '<' 'to ::Ii · :!; o o * l ~ A2 A' ----.. . < (5)J4'. 'I 15-0-0 ~ . :...- - -' . . '.,I' , rl'I , II \ I ' r ! ; i I I , /~ /' 0-..' ,/( ",,- !' / i ,,! / . ." I.!. , '~. -,---- .11 , ~ o , I. Ita ,iO ,- 2040 , . '..! 1 ' - -~ - - . ---- ...' ~ ... ..e... ",', ' ," ' .d ~ .-.-,,-:::j.Y =-- ~ ~.~~~ -, ~ NOTE: Composition Roof Pitch: TC: 6/12 ' Overhang: l' 0" ~__I-"'" , A'?i.._' r.:=" ' 4--J . Il2Hcri11r:laac-.llAZZ ~"R""""'~ Ilbc~~S~. ~ 7 ~... m . _... ___ 1M" " .') SEP 01 2004 4:28PM HP LASERJET 3200 p.2 CASCADEA AGE KINGP05T Ul)' "IY Mayaen IJascaae'/';l ilil12)SS 1 1 , ' loptionaQ ... _ _ _ ",,', s IIIav '10 o!U~U 111111 ek ,nau ,,"es, ,nc. ,....on v~( O!O ',::>:,;;,:', I o!UUo! "age 1 JOD I russ HUSS I ype Ino lrussIJO.;t:.ugone,U~II(4J<! ,4.o!Ul ,-1-4.0: 1.().O 7-&-0 7-6-4 15-l).Q 7-6-4 3xS= ,164ll, I'()'o" Stud 16" a.c. From Left To RIght Salle 1;1 1:39. ~ ~ 2x4 II G 2J04 IF 6,00[12" 2114 II E -::;.--:: 2><4 A:.a 0 ::/11 Fl2-0-O A1' ~I: ! I I 9 . : I I ~c/~I: .' -'-:Ff.'-J. .. 3Xs= f f: 2lc4 II 2x:4 II 2lC4.. 2x. II 2>0411 H2x4 II , 's: 2x~ II ,., l-I -.......:::: G32"~1I ,., L 'c C 'C J;o-) M~ to , " ...- 2>1411 2x4 II 2>1411 boll I! ~, 1>0-0 15-0-0 SPACING 200-0 Plates Increase 1.15 lumber Increase 1.15 Rep Stress Incr YES Fade. UBC97/ANSI95 CSI TC 0.09 BC 0.06 WB 0.03 (Matrix) DEFL In (lac) Vden' Vert(ll) nla nla Vert(11.) 0.00 M >999 Harz(TL) 0.00 l nla 1 st lC lL Min IIdefl = 360 LOADING (pst) TCLL 25.0 TCDL 8,0 BCll 0.0 BCDL 7.0 ---........ LUMBER , '"'"1> CHORD 2 X 4 HF Na.2 , .., 'I.,'T'. CHORD 2 X 4 HF Na.2 }MERS, 2 X 4 HF Stud REACTIONS (Ib/size) B=186/15-0-0, L=195/15-0-0, U=188/15-0-O, T=78/1540, 5=85/15-0-0, , " R=128115-0-0, Q=118/15-O-O, P=72115-0-0, 0=61/15-~, N=220/15-0-0 , Max Harz B~27(1aad case 3) , .. Max UpnftB~9(1oad case 5), L=-8(1oad case 5), T=-2(load case 4), S~7(load case 5), P~10(load case 3). 0=-5(load case 3) " Max GravB=186(load case ,1), Lc195(load case 1), U=189(load case 6), Tc78(1oad case 1) , ,S=90(load case 8), R=128(load case 1), Q=118(IOOO case 1), P=77(1oad case ' 7), 0=62(load caBe 7), Nc220(load case 7) FORCES (Ib) - First Load Case Only , ' TOP CHORO A-B=28, B-C=-77, C-lr-64, D-E=-55, E-F=-48, F-G=-63,G-H=-83, H-I~2, 1-J=-54, J.K=-88 K-L=-81 l-M=28 , ' 'BOT CHORD B-U=32:T-U=32:S-T=32. R-S=32, Q-R=32, P.Q=32, O-P=32, N-O=32, L.N=32 WEBS C-U=-148, D-T=-68, E-S=-71 , F-R=.101, H-Q=-92,1~--81, J-O=-56, K-N=-170 BRACING TOP CHORD BOT CHORD PLATES M1I20, GRIP 185/148 Weigh!: 60 Ib Sheathed lIlIOi6 :-. . Rigid ceiling directly applied or 10-0-0 oc bracing. ' NOTES ' 1l This truss has been checked for unbalanced loading conditions. 2 Truss designed for wind loads In the plane oflhe truss only. For studs exposed to wind (normal to theJace), see MiTek "Standard Gable End Detail" , ' , 3) Gablarequlres continuous bottom chcird bearing.' "EXPIRES: 12/31/02 4l Gable studs spacad at 1-4-0 oc. ' ' 5 ThIs truBS haB been designed for a 10.0 pst bottom chord live load nonconcurrent with any other live OOT 3 0' 2002 loads per Table No. 16-B, UBe-97.' ' 6) Provide mechanical connection (by others) of truss tD bearing plate capable of withstanding 9 ib uplift at jOint B; 8 Ib uplift at joint L, 2 Ib uplift at jolnt T. 7 Ib uplift at Joint 5, 10 ib uplift at joint P and 5 Ib upmat~nt~ ' 7) This truss I)as been designed with ANS1ITP11-1995 criteria. "lAD CASEIS) Standard ""'t- ; , -.-~,WARNING _ ~FY llCSlGN PAR.U6I'E1lS AND READ AU NarES ON THIS AND TRUSS DRAWING NOlIS WORE USE, ~ DotIQnWlO~'" criy"""'loIleIccxmoclas. 1lU d" , txMd criy~ _'en "","" crd ,toral ndIYtlJcl bUIdhO"""""""n1tcbo _ a-d_ vertlccllv. AppIecblIIyddeslgr\porarnt1enmd proper - ..,..0.-;' ofOCll'l1XlN!nlll responstlDyof b.IdnQ desV'wr. not truss dallgnet Iftx:Ingshowr'l 11101 IatBTJI . cuppod oj IrdW:t.lal ~b fI"IIf'l"DM orCy. AcXItior'lc2 ,__.....__.'. brocIng to lnIurel1abl'tY cl.d'oc:orslrvcllOn b tM l1I,ponSl:llltv dhllWlldor. AddIIIond petf11CI"I8I\t bracng 01 fIw oYeroll,hUQtlltbrhe _.'.. ..1., ofthebullr*lgdollgnet. ForgGl"lDfQlirJldcJloe regon:'h; _J':":_...qucltyccn:rol dorage. delMy. -.ctIonand th&&&".,:a.)CO. blacng. conUtQSf..QudltySttnOcl'd. DS8-t9&ac:ng8~rlcoIor\ and HlB:91 -ICndrlg nt~ and Dra;tng .~__.,_ ~- .,....~~&omTruuP1at8 ntlNIlil, .lUILDINGsu:PlUDfC. 5&3 D'OnOfrto[)rhoe. M:I::Isa\ \'0163719. SEP 01 2004 4:28PM HP LASERJET 3200 p.3 .IOU I russ """" ,- ----- --- l\Jty ...y : ~aen\"""~""~"ltn89~ , 12 1 !. ' I lopUonal)', 4.4:V'1 ..51'\1 S l\laY Id"'2OOO" ~llIe'" tiQUSIT~; Inc. YVea Jun 1;" '1:~;." ",VVI ...age 1 , C;ASCAOEA A K1NGPOST I ne I NSS \..00., ~ugene. un. l:If4U"" -j ,-1.0-0. ,1.0-0 7.s.o 7-6-0 16-D-l1 7-6-0 ,1~.).. ' , ,.0-0 I, Seal. . 1:. ) 4114 = c , 6,oofW ," ~ , , ~ 8/~ ~V~= ' , ,) ~D', " ,~~a F 2>>4 11 7-6-0 7-6-0 '5~ 1_ OEFL In (Ioc) Vdefl ' Vert(U) -0.08 B-F "999 Vert(Tl) '-0.15 B-F ,>999 Horzm) 0.01' 0 ' we' 1st It: Ll Mln Vdefl = 360 LOADING (psi) TCLL 25.0 TCDl 7.0 BCll 0.0 BCDl 8.0 SPACING 2-0-0 Plates Increase 1.15 lumber Increase 1.15, Bep Stress Incr YES, , (;ode U8C97/ANSI95 CSI TC 0.91 BC 0.54 WB 0,09 PLATES' MII20 GRIP 185/148 Weight 44 Ib ,"'\'IBER ' '. "n CHORD 2 X 4 HF No.2 r CHORD 2 X 4 HF No.2 , ,BS 2.X4HFSlud REACTIONS lib/size) B=6801O->8, O=660f0.6.8 , Max Harz Ba-27(loBd case 3) , Max UpliflB=-I04(load case 5), Oa-104(loed case 5) , FORCES lib) - Firat LoBd Case Only , , " TOP CHORD, A-B=14, B-C=-629, c.D=-629, D.E=14 BOT CHORD B-F=558, D-F=55B WEBS ' c.F=116 NOTES . 11 This tru... has been checked for unbelanced loading condition.. 2 nils trus. has been designed for the wind load. generated by 80 mph winds at 25 1\ above ground level, using 7.0 psI top chord dead load and 7.0 p.' boUom chord daad load, 100 mi from hurricane aceanline, on an occupancy category I, condition I enclosed buDding, of dimensions 45 1\ by 2.4 1\ wnh exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevera exist, they are exposed to wind. "porches exist, they are e!'l'osed 10 wind. The lumber DOL Increase is 1.33, and the plate grip increase Is 1.33 3) This INSS has been d..igned lor e 10.0 psI bottom chord live load nonconcurrenl.wlth any other Dve loads par Teble No. 16,8, UBc.97. ' " " ' 4) Provide mechanical connecl1on (by others) 01 truse 10 bearing plete capable of withstanding 104 Ib uplift at joint Band 104 Ib uplift et loint D. . 6) ThlslNSS has been designed wlthANSlrrP11-1995 a1leria. . LOAD CASE(S) Standerd' BRACING TOP CHORD Sheathed or 3-5-15 DC purflns. ' BOT CHORD RIgid ceiling dlreCl1y applied or lo.o-O oc: bracing. 0} :/'r< ., .Ji WARNING - VERIFY DfSIGN I'l'.RAMrnRa AltD READ AI.I. NO'" ON ,"IS AND lll1JSS ORAWlNG NOTU BEfORe ~. OelIg1Vdll:SfOrU18 Of1ywll'l~&k ",... ,.... ,_ ttad8SgntslXJsed onlfl,pon..,. atICJlItn. cn::I.1oranh:lVldUaI Ct.ICIr'lg .... f'" ;,-~ tcbe Installed ald Iood8a vtdcx:tf. Appl::ct:lIItyCll' dsdI~paranatal1 tn:l propet _ .... ~. .'. _ of ... _'~.." ..J IS I~ or bUlding CIH1g\OI- not trw deslgnet. trocnodlownb IOf Ioten:i: SI.Q)Ol101ndtJ\dl.DWbmwnbenod\', AddItlanoI:, .,.. ", boehgtomn_std.iIItyd~COnstrucllOnllfhCl _.'''' ...'~~_ ofthlt.-.ctot AddIJonoID$ln(I'lent brcJchg 01 the overallfl'Uc:t\,ft IS the ~ ~ rhIi bAdrQ duIgnor. Fa goMU QIJc*ne8 -oardnO lebrloafion,. quoIty e<<-1Kll, dorogo. doMry, croctlon and brocng. conll.it 0Sl-18 Q.d!y ~ord. 058-89 a-ccl\g SpecUk;alion. crld HI8-01 HoncIIng Ntdlng oncI ~ R*Xl .' _ '.' - CNdIdbIe fn:lm TNm PICJte ~. 5a3 D'Onon1o Pf'18. Ma~ WI ~119. ~" theu"u,),)co. .BUtU>IHQ IUJIII'Cf 1Ke. SEP 01 ,2004 4:28PM HP LASERJET 3200 p.4 JOD-~ 'TN..------- I'NSS ,ype------ 'rQly-~7'lYl~n\".scaaefY\9004rss--"---"----' ! ,-:;:'~/:ugene, U"~'4).~00FTR_~SS.., -uor""", s 1'I0X""jl~I~~~~~~L,c. ~n"ug~1 to:S';ol ,,~ul~agefj ~', ~o , ' ~~~ 3.S ...... ,.1-0-0, 1-0-0 T.e-O T.e-O _..,--~..~-,.. 7.s.o " " -J -+.. " .):6 11 c ~/~,... s,oo f'lT /' /~0' .. M:; // ~/ " . / I<~", 2I'~~ ' G .., '-.... ""'II ~F ""'II 4-4-.! 4-4-8 .~r~~ ~5elS 1^.::!:'1G:~.V-V-UJ 10,T.:L-__~ 0.:1-7 -4-+9 .~.,~-- S,HI LOADING (psO TCll ' 25.() TCDl 7.0 BCll 0.0 "">.ol 10.0 ' . __ _,,_ .J._ :';~mRD 2 X 4 HF No.2 _$ CHORD 2 X 4 HF NO.2 , WEBS 2 X 4T HFSPF StudlSTD DEfL In (Ioc) , Vdefl Vert(lL) .:0.06 F-G, >999 Vert(TL) -0.12 F-G "999 Horz(TL) 0.01 ,F nla 1st lC LL Min Vdefl c 360 SPACING 240 , P}ales Increaoe 1;1 5, - LWnber Increase 1.15 Rep Stress Iner YES Cooe UBC971ANSI95 eSI TC BC we 0.85 ,D.42 0.27 BRACING TOP CHORO BOT CHORD ,16-0-0, ' ' 1-0-0 Scale. 1:33.e ._~._ .__ _~..h .... ___h__ ... _ .. PLATES MII20 GRIP 165/148 Weight 50 Ib Shealhed or 4-10--5 oc purlins. Rigid ceiling directly applied or 6-0-0 DC, bracing. ., . . . REACTIONS lib/me) B"5561ll-6-8, Dc339JO.5-8. Fc4841O-5-8 , MaK Horz B~27lload case 3) , _ 'MaK UpliflBc.79 loed case 5). D=-82(1oad case 5), F=-38(load ca.. 51' Mal( GravBc$55(load case 1), D=339(load C8S8'7), F=484(load case 1) FORCES (Ib) - First Load Case Only , ' TOP CHORO A-B=14. B-C-442 C-O=27. D-E=14 ,-BOT CHORD B.o=392, F.o=301l D-F=-24 ,WEBS C-F~99, C-G=13. NOTES 11 This truss has been checked for unbalanced loading condlUons. , ' 2 This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using : 7.0 psftop chord dead load and 8.0 psfbottom chord dead load. 100 ml from hurricane oceaniine. on an occupancy category I, condillon I enclosed building, of dimensions 45 ft by 24 It with eKposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or canUlevers 8Xis~ lhey are exposed to wind. If porches exist, they are ",,~osed to wind. The lumber DOL lIlaease is 1.33, and the platB grip inerease Is 1.33 . 3) This truss has baan designed for a 10.0 psf bottom chord Rve loed nonconcurrent with any other live loads per , Tabl. No, 16-B, UBC-97. ' , 4) Provide mechanical connecllon (by others) of truss to bearing plate capable of withstanding 791b uplift at Joint ' B. 52 Ib uplift at JDlnt D and 38 Ib uplift at lolnt F. , 5) This truss has been designed wi1h ANSVTPI1-1995 criteria.' " .' LOAD CASE(S) Standard ,~ j WARNING - VERIFY D1'~I('.,N p,t,RAMmRS AND READ AU NOlES ON lHlS AND TRUSS DRAWING NOTES &ffORt USIi. ',--,,' ,., N . . QeatnYOldtoruselWfmlhUlek N_ ,. ,_'. ,. D1II desQ'lklXDldO"tiLlPOn...,. ' ". I~ ondbklron~bIJldInocotTVXll'l8l'llto belnstolodandlocXSed V8rtt::d1y. Appt::Jblltyoldlllgn,..". .",aldproper~.__....__~:__,ofh "'.'_ -lSr.spontbIItyolbuft:flngc:leslgo-notiMsd85lgner. EktJcngshcJw,.'IllsforbtlillOl ~or~-...bm.nber1orltf. Adc:lllonal.........._, broc~tolnsl.lesfabllty~c::ondruc:tlonblhere~ettheerecfof. AdO'ItbnClI..... N'_ bractng ofth. :)Ve1Ol dnlctue b the, ..... '~"", OIlhe blAdngdeaVlor. foroenetOl gUdonce teQOld"l'Y.J ~bIk:aI1Cll'\ qJaltycaTtol. doroge. delYely. BfSdnna'ld badng. consu.l QST~QuOIItyStanclclO, DSB..fQ &act'lgSp.dft::oflon.ondtl8:91 HondInontclihgond !!roerg.... NO'_ .' ~N',.,. C:YQi~trcrnlIUSllAatDhstltute. SB3 D'Onohb CdY8. Modbar\ WI 63719. . ~ theTRUSSco. . IUD.DING SUPPLY Ufe. SEP 01 2004 4:29PM HP LASERJET 3200 p.5 JOb- - -, ''''88 - - CASCADEA 'A2 I ne I russ \",0., tugene, VI\. ~ f4tlJ.t: TnisBTypa-- --- at)' - PlYl liayilen (CriScaoe~) {905'lrSS--- - ,__U - -I ROOF TRUSS 1 1 I -"--...'----.2"201' ., J\~tional1 ! . . ... Ot\",8NiOV O~UV\lMlleK nausmBS,lrlC. F"nl-\ug~'ll'I:~'I;"')"UUl t'agel ...... .Y ,.140. '40 04-9-" 04-9-. :_,_:2.~.." :__1__' ,.D-2-.5 2~15 2~'5 .540 ~-. 1.640: '+0, Sc;aIe .1:35.9 . 4x4 = s.oo[l7' o /f exl-:-- ...//'- // > ~ ~ '~~-~~, ' ~ ,,~, ~ "aW 111.1 ' IlIi L__JJJLt- ~ MSH29 MSH211 NSH29 TH028 4x10~ J I 4x16 II 12x12 ~ " 4.9.. 04-9-. 7~O 2~'S .~-t-... 'D-3-4 2,9-4 . s.o.o 4-3-12 'Plate unse\S l^-. f J: 11j:U-~~.U-.t-UI. It..:~~.u-~-u __~':":'_ _..__.~. --... --...-- -. .... .- .- LOADING 105ft SPACING 2-0-0 CSI DEFl, In (locI Vden .,1. PLATES TCll ~5.0 Plates, Increase , 1..15 TC 0.41 vert(Lll.{).ci7 J >999, ,M1120., TCDl 7,D Ltunberlncrease' 1.15, BC 0.76 Vert(TL .{l.11 J, >999 I BCll 0.0 Rap Stress Incr NO we 0.8B Horz(TL) 0.01 H, nfa o "'Ql 10.0 I Coda' UBC97/ANSI95 1&1 lC LL Min Vden c 360 ,Weight SO Ib _, "...... L.. _, _.__'.m....' __......._-'-_....__..,.l...._______,. , - , .~BER . BRACING, CHORD 2 X 4 HF No,2 TOP CHORO ,Sheathed or 2-8-1 DC purtins. ' , _.J CHORD 2 X S DF SS ' BOT CHORD Rigid ceffing directly applied or 6-0-0 co bracing. WEBS 2 X 4 HF Stud .Except" , C-l2X 4 HF No.2. E-12 X 4 HF No.2 REACTIONS lib/size) B=3411fO.5-8, F~16410-5-S, Hc43461O-5-8 , Max Horz B=-27(load case 3) , Max UpllllF=-348(load case 6) FORCES (Ibl- FirsHoed Case Only , ' .TOP CHORD A-B=1S. B-C=-3S93, C-O=-172!, D-E=-1727, E-F=968, FoG=18 BOT CHORD 6..1=3463. 1.J=34B3. H-I=-866, ~Hc-866 ,WEBS c.J=232B, C-l=-2510, [)..lc1369, E-I=3122, E-H=-3421 GRIP ,1851148 ;~ 'NOTES , 11 This truss has Ileen checked for unbalanced loading condlllons;' , 2 'This truss has,been designed for the wind loods generated by 60 mph winds at 25 It a,bove ground level,uslng ..I 1 R Fl~ . 7.0 psI top chord dead load andS,O psl,bo1Iom chord dead lose, 100 mllrom hurricane oceanllne, on an ~\.W; oJ ~an~ ce,o~ I, condition I enclosed building, 01 dimensions 451\ by 24 It with exposure B ASCE 7-93 ~~ '. \ ~S :r ~~/~d; 9 ~~ ~:~~~t f~:::~~:,i~~~~~~ ~':t:1'rl:'i~c~::''''1s l~ffches exlsl they are ~ i' 812PE ~ 3) ThFsfruss has been desig,ed lor a 10.0 psI bottom chord live load nonconcurrent with any _live,loads per ~ Table No, 16-6, UBC-97. ' , ' " , 4). ~~Vide mechanical connection (by othars) oIltuss to, bearing plate capable olwithstanding 34SIb uplift alJoinl- ~ "- 51 This truss has been designed with ANSVTPI1.1995 criteria. 6 Use USP MSH29 (\Mill 1 Cd nalls Into Girder & NA9D nails into Truss) or equivaient sped!d at 2-0-0 DC max. starting et 2-0-0 from lhe left end to 5-11'{) to connect truss(es) C (1 ply 2 X 4 HF) lD frontface 01 bottom chord, ' ' 7) Use USP,THD2B M'IIh'IBd nellsinlo Girder & NASD nails Inlorruss) or equivalent spaced atZ.{).{) oc max. starting at 7-11.{l from the left end to 9-11.{l to connect truss(es) C (1 ply 2 X 4 HF) to front face 01 bottom chord.'.", S) Fill all nail holes where hanger is'in contact ,;';th lumb." ' , ~&.S&~Slllndard - ,_J WARNING - VIRlfY OESIGN PARAMmRS AND REAIl All ~OIIS ON lHll AND TRUSS DRAWING NOlES BEFORE USE. '~ ' DeslgnvolXfouseortvwllhMrrelt Wo. .. ~ ..j. .lNsdMIgnll bosld~upCn.n'~'_ ,...",Ihawn, ondbforcr.hI:NciJcI~...." .... ... tobeln5to1edmdloodad vorlcdly. AppIcobll1yoldetlgn.... .:,", ond~CPW' u u ...:. at.. ."" , 'luo~tyor~d6signCW'.nottn.a~, ~noo,millorlateral . a,ppatOf hdI/IduaI webrT'lDmbellOttf. ^dd!IIOnot...,. ,." ., tl'oc:i"Q 10 nue~ dl.rIng <<ll'1litlUCllor bthetel$pCll'"llfbltyoll"ltelDCtOt Mdit'ond.. .....'. blOdngolllle """" _btho,"~_:,~.=" ofl1W bo,jdng d........ fOIgenelClO\ACOnCOruoadnQ ,_""",,... ouolJyca>lrol. 'IOlOlle. deIiverv. OIOCIlOl1ald the"'""......~^. t:rodng. conaAf Qsr..sa Q.laMyS1oncbd, CJS8.89 Broc:Irg SpocIIc:atton, and H1B-01 Hcrdng hlloInaav::! Brocno Recor'n'nendatlcnowtDIe Ilcm TrussPlote tuffM.. ',I, A"'~"",,", S83 D'Onomo DrIve. MadIxln. Wl5:l119. . .. 1uu.mNli SUPPU life. SEP 01 2004 4:29PM HP LRSERJET 3200 p.6 I JOO Ilruss i CASCAOEjl\ iA2 lOe HUSS ....~.. ~ugene, \,.It( ~(4U;t ;~AD eASElS) Standard ' ..) 1egular. Lumber InCl1lase=1.15, Plate Increese=1.15 ;nifarm Loads (plfJ J Vert: A-D-~.O, D-G=-64.0, S-H=-640.4, F-H~20,O I russ I ype ll..lty t"IY Mayaan \\,sscaaQ ~ \tt\Jb4f) ~~ ,1 1 _. ! (o[l!lonal) ~~'I s l'tOV."I\) ,\,IIJV MlleK lnousmes,.nc. I"'n i-\ug ,)", 1',;",'1:.),) "'UU"' t"age;c: ROOF TRUS~ '[20.,.. ,~ f , .~. ... / WARNING - VERIFY DESIGN PARAMETERS MlD READ AU NOllS ON THIS AND I1lUSS DRAWING NOTeS BEFORE USE. De$lgn \/Old kf use aiY with MTet can&:toB. 'INS dttstgtIlS based oriy upon poromeleq 5ho.Yr\ a"ld II for Q"\ 1nCMdua11JtJIdng _....._.....:.' to be hdofted and Ic:JO:>>d VGrncan.,.. ApplcobDlyofCleslgnpaanelerrOl"ldprop8f '_,~~>...., _.-:~ ,Of ~_ ." _ . Is r4ISPQ'\I(bI/tyof buIdIng deslgnGll-not fM:s desV'*. Broc\rYJ shown Is b' IctGrcl Il.lPixtt oftdvIc:b::JI wttb membllla cnIy. !oddlllonal '. ~.., I:lmcbg ftIln1t.lre ItabJI)o cUfog COl1ItructIon lis the rospI;f1Jlblty offho .reclof. ,\ddltlonQl ptrmonenl' braclrg fA the ovwtt atM:1\n 1l1he respoNlblify of the b\.tdtQ cIMIgner. for genelcl gu donee . ~._.._ '. tQbrt;;otlol\ quaIIIy confrOl, Ifo(OQ8. delI'i&I't. erection me broclrQ. conlUltQST-M QJalIty S1C1ldatd. CSU9 Braelng Spedllcalion, CI'ld HB-91 HcrdnQ lnstolnQ and Brocr.g Recomnendoflon ol.'olable from TllJss Plalelnsltlute, l58! D'OnofrIO Dr.va. MocAson. WI 53719. . .' .~ theTRUSSco. . BUILDING SUPPLY &He. SEP 01 2004 4:29PM HP LASERJET 3200 p.? ~oo ,russ I russ I ype - UV-l'r tiaYden \,;Bscaae'/q 991~)~:; 1 1 ,toptlonal) , l:>KU. NOV 11) ~UL U MIIE.K ,nauSlnes, inC. Mon uct~l)1:l:1:l:1J ~UU~ t"Bge:2 CASCADEA BGE ROOF TRUSS , I ne I russ \ill., I:ugene. UK lIf4 JL ,4.~U1 '1TE8 " ,Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 4 Ib uplift at joint B, 41b uplift at joint P, c 41b uplift atjolntAB. 131b uplift at JolnlY, 131b uplift aljoinl V and 41b uplift aljolnl S. 8) This truss has been designed with ANSlfTPl 1-1995 Cliteria. , ' . LOAD eASElS) Standard ,!, ~" \ ) -- ""., :, , _~ WARNING - VERIFY liEsJ~ PARAMFlERS AND READ AU NOlES ON THIS AND lRUSS DRJ.WINGl NOlES BEl'ORE USE. ' ~, DM/gn YD'Id 'or tH ortr v.flh lr.ITek con"l8Cton. ThIs deslO'lls bCsed orIy l..f'Ol'l porcmelerl IhcWl\ and II for a\ ncIv\duclIl:lIAdt'Io n..... . _'_' .:' 10 be Instan.c' and 100d0d vll1lcaly. .....__._...lyofdalgnporom.rerscnc:lproper"'colpClrotlono1'~nlk'Il.~. ,:.;:.: ofbulldlng desO'*.ootrrussdellgner. Bro:::ngtlownElfofbten:i' ll4)port of RicIltd.JCII webmOl'T'lb<<. cnv. AdcItloncI tempolory brOCrvfo Nurelklbllty dufhg calIitnJclk:x1lJ the l'8SpOl"IIbWyollllB erectoT. AddItIonCl..~."._...,.' broct!g of the O'tBfOlIllln.etuJe 1151he tll'spomlllJly or the Wkfng~. For geneta Ql..ldonee teQordItQ fobrlxltlor\ qucllty conltol dorage. delivery, 8lectbn and th bradng. con..~ QSf:M QJolty StcndMl 0S8-89 Brochg Spedflcaflon. ord HB-91 HandIng ~ CIf1C IIrodng -.. ~~ ',' .. ~~:. ~ from lrus: Plale ntltuht. e... AU""CO. M3 ~'Onofrio Drt..; ModIton, 'M 6.171;', . .BUD.DDlQIQIlPI.'1' DIe. 'liMBER ~ CHORD 2 X 4 HF No.2 './r CHORD 2 X 4 HF NO.2 ,FBS 2 X 4T HFSPF StudISTD REAC110NS rlbliize) B=66010-5-8, F=660~ Max Harz B=-34C1oad case 3} , Max UpI1flB"'13~(1Oad case-S); F~131~oad case 5) . FORCES (Ib) - Flrsl Load Case Only , , TOP CHORD A-1l=14, 1l-C=-1102. CoD=-847, D-E=-ll47, E,F=-ll02, F-G=14 BOT CHORD B-H=976, F-H--976 WEBS CoH=-282, [).H=513, E-H=-282 . NOTES . 11 TIlls tru.. has been checked for unbalaT1<ed loading conditions. 2 ThIs truss has been designed for the wind loads generated by 80 mph winds at 25 ft aboveground lavel, using 7.0 psr top chord dead IoBel and 7.0 psr bottom chord dead load, 100 ml from hun1cane ocsanllne. on an occupancy category I, condIlIon I enclosed building, of dimensions 45 ft by 2411 with exposure B ASeE 7-93 per UBC971ANSl95If end verticals or cantil....rs exist. they are .xposed to wind. If porches .xist, they are exposed to wlnd. TIle lumber DOL Increase Is 1.33, and lhil plate grip inaease Is 1.33 3) This truss has been designed for a 10.0 psfbotlom chord II..., load nonconcurrant with any' other live loads per Table No. 16-B, UBCoD7. ' ' 4) Provide mechanical connecllon,(by others) of truss 10 bearing plste capabla ofwithalandlng 1311b upllll alJoint Band 131 Ib uplift at lolnt F. ' 5) This truss has been designed with ANS1ITP11-19D5 criteria. LOAD CASE(S) Standard SEP 01 2004 4:2SPM HP LASERJET 3200 ",gO . I fUSS I russ 1 ROOF TRUSS , CASCA~EI\ j B _ Ine I rUBS I,.,,()., ~ugenel Urt t:l/4U;t """"'VI ,.1.0.0, , 1-0.0' 6-3.10 6-3-10 ,1~, 3-t.6 , ;J , 6.00[12' j B ~~~= 10-0-0 10-0-0 LOADING (psll TeLL 25,0 TCDL 7.0 , BeLL 0.0 ~CDL B.O SPACING 2-0-0 Plates Increase ,,1.15 Lumber InCfease, ,1.15 Rap 5tres.,lna' YES': ~e UBC97/AN5195' CSI TC, 0.41 'BC 0.95 WB 0.31 / p.B U1Y t'IY yaen \"sscsoeflll.WU) "VV ! ' 10' 1 I ' (options>> " ;;::'1"( I S Nay , f200tT ;meI(Indusmes, lno. wee Juil 'I.,) II :q~; 'ID "",UUl I I t"Bge 1 , 13-8-8 iH-ll 204(1 6-3-10 ~'4(I , 1.0.0 ) , $cUt-1:- ~= D H 3.Jc10 = F " Ga j~1> 20-0-0 10.0.0 DEFL in (loC) , Vdefl VertlLL) -0,27, B-H>B78 Vert TL), -0.49 '" B-H >480" HorzlT(1 0.03 F' nla 1 st LC LL M'Ifi Vden =, 360 PLATES , MII20 GRIP 185/148 Weight 6B Ib BRACING TOP CHORD BOT CHORD Sheathed or 4-11-13 ac ~urtins. Rigid ceiHng directly applied or !l-1-14 DC bradng. , .) :'-:'" , 4' , WIRES 12fJlfO =::/ ~ , , WARNING - VERIFY DESIGN PARAMETERS AND !lEAD AU NOlES ON THIS AND TRUSS DRAWING NOlES BEFORE usE: .- Oel101 void ft'I U3lt ontv..cth MIrek c:onnec:kn. lhII doit~ b basedortr l,pn parmnelalll."'IOWn. ondb tOl cn1d.1:tJcf ~ ....... ..... ,,,. ,,'to be kutaIed and loaded wrtIcot,r. ~ of design pQlCl. ~. end' proplill' IncCfPOl'Cflon 01 componllnf Is ttlPOnSblly or b.JIl:Ing dMIl7l"f' not Ir\.sIdoslgner. Bradng Ihown II for 1Ot8rd a.wort oIlndMdtJal web member$o~, AddI1Iona1I.rnparay brachg to Insuredabllly duma constrvclIonlJ the r~oNbIUIy or Iho eroetlX Addltlonal,. .' _ ' - brachg Dr the averalltrUCfU"1l ts the ~ a1' 1I'e bUb'Ig deslCJW. fOf genera guldmce f'8gar~ ~_._~.._.~_, QuoBTr c:antroL doragG. delV9ry. erectIOn anc:I brtJchO.'corWt QST-&8 QuaDty stcncICI"d. QS8.89SroctJg4Jedllcol1on. cn::I H1a-91 Hardlhg lnsIaIhg and Bradng RecormIendallo"l avolabIB from T1uu Plate Insmute. M3D'OnatrloDM.MacII.on.Wl63719. . ,tf- theTRUSSco. . BUJI.DJHGI JWPLT DtC. SEP 01 2004 4:2SPM HP LASERJET 3200 p.S "'00 ,russ I russ I ype Qty ,I""Y MaYDen l.'BSCaae~J4."\ ~~f2}Ss- " 1 1 , (o!,!iana,n ' , , :>t<lS NOV 11> ;tUUU MlleK IODUstnes. 1Oe. Mon UCl;to l:>:l:>:'I~ ;tUU;t t'ege 1 CASCADEA BGE ROOF TRUSS ,ne I russ... I., I:.ugene, UK llf4U;t 4.;tUl " ~1~ 1~ 6'3-10 6'3-10 10~ 3-8-6 1:1oU ~ 2044 6-3-10 ,?I'()'O 1~ ScaJ..1:45. 3lcS= H ~"' ~~ ~ l~ .dfr__-c .. Vfu^^f'-^/0/'>N).~~ ~,,="'J<""""Ar.; NJ M &. Y ^ Stud IS. O.C. From LeflTo Right K ',. L -""::::0 M ;oW,.' '~I-QN I.II'~ , IHI"~O , P , 1-J-a.--'!1-;- , ,,",~~ w V U = 1044 10~ 2044 1044 LOADING (pS~ SPACING 2-0-0 CSI DEFL In (loe) Udell PLATES GRIP TCll 25: Plates Increase 1.15 TC 0.08, Ve~l~ rJa nla M1I20.. ' 185/148 TCDl 8.0 Lumber IncreasB 1.15 BC ' 0.04 Ve l 0.00 A >999 BCll 0.0 Rep Stress Incr YES we 0,04 Horz\rL) 0.00 P nla BCOL 7.0 Code UBC97/ANSI95 (Matrix) 1 st l LL Min Udefl = 360 Weight 91 Ib . .----- LUMBER 'I:OP CHORD 2 X 4 HF No.2 .. 'flT CHORD '2 X'4 HF NO.2 HERS 2 X 4 HF Stud , REACTIONS (Ib1slze) 8=185120-0-0, P=185fl040, AC=l 89fl040, AB=7412l>-O-O, M=ll312040, Z=l 0812040, Y=70120-0-D, X=126flO4O, W=12612l>-O-O, V=70fll>-O-O, U=10Bl2040, T=113fl040, S=74/2040, R=16912040 Max HDrz B"-34(1oad case 3) , , . ,Max UpliftB=-4(load casil5), P=-4(load case 5), AB=-4(load case 5), Yc..13(1oad case 5), V=-13(load case 3), S=-4(Iaad case 3) ~ Max GravB=185(load case f), P=165(load case 1), AC=189(load case 6), AB=74(load \) case 6), M=113(Joad cese 1), Z=109(IOad cese 6), Y=75(1oad casa6), ~ X=126(load case 1), W=126(1oad case 1), V=75(1oad case 7), U=109(1oad case L.~ 7), T=113(1oad case 1), S=74(1oad case '1), R=189(1oadcese 7) "'" '"\ FORCES (Ib) - First Load Case Only TOP CHORO A.B=28, B-C=-74, C-D=-61, D-E=-51 , E-F=-53, F-G=-53, G-H=-41, H-l=-80, I-J=-80, ' J.K=-41, K.L....53. LoM=-53, M-N=-51 , N-o=-81, O-P=-74, P-Q=26 ~R BOT CHORD B-AC=29. AB-AC=29, AA-AB--29, Z-AA=29, Y-Z=29, X-Y=29, W-X=29, V-W=29, UN=29, , ' ' T-U=29,S.T=29,R~-29.P-R=29 ' ';. WEBS C-AC=-149, D-AB=-85, E-AA=-93,F-Z=-89, G-Y=-81, H-X=-99, JW=-99, K-V=-81. . i.. ' .~,t.""" l-lJ=-B9, M.T=-93. N-~5, O-R=-149 ' ,PO'~ BRACING TOP CHORD BOT CHORD Sheathed, :-;.;..,-,.",' " ' Rigid ceDing dlractfy appllad or 1040 oc bracing. NOTES 1) this truss has been checked for unbalanced loading coooitions. 2) TruSs daslgned for wlnd loads In the plane of the truss only. For studs exposad \0 wind (nonnalto the face), see M1Tek "Slandard Gable End DelaO" ~ 3\ All plates are 2x4 MII20 unless otherwise Indicated. 4 Gable requires continuous bottom chord bearing. 5 Gable slUds spaced at 1-4-0 OC, ' 6 ThIs truss has been designed for a'10,O psfbollom ,chorel live load nonconcurrenlwlth any other live loads per Table No. 16-B, UBC-97. ' -"ntlnued on page'2 ' , ' , ",' ,WARNING - VERIFY Dn1!;N PARAMETERS AND READ AlL NOm ON THIS AND lRUSS DRAWlN!; NOm BEFORE USE. 0..Ig" vdIc:I for ue. my 'llIlth tdT. oCn"\eCton. this dellgn II baled orIy upon pcvametor.1howr\ ard b lOt QI'1 h:t.tldual bAding cCll'Tp:ll"tenl to be lnstoDeci anc:Iloodocl verlIcaty. AppIcobIIlyOfcletV1 ~ .". . Icndpropur.... "" _ . "'en 0' ~. ,.. 'Isro5pond:lll1yol buldngd-v--not./NQdNlgntr, BroeIngvawnbfOr btercl. ~port of hcM:f.J01 web membeni cnIy. AddlIlord terl1l)orcry brocfrG to twill sta~1Ity a.mg eoratructtor. b the lesponslbllty 01 !he eructor. AdditIonal PtrTOOl'l8l1l b~ of tho OII:IfdIlln<:tuo ~ 1lo101iXw1ll1ly 01 fila tX.M'lQ _, For gone"" OuldorcD togcrdrg Iobricxll<r. QlXlIIly co'llloL cfootlge. dellvDIV. OIodkln CIld bJaclo1g. conI1.lltQST..aBQ.IostyStln:b"d. OS&.a9BrachgSpec!tlcoIIcn, CIf1dHB-91 Hc;ndt"lg tlSt<*'Qand Ekoclng ~h U. .' .'.,:. ~ fromTl\MP1af9 hs1IluI'e, 1583 D'OnOfrio DM, Mocbon. WI 5.1719. . .' !EXPIRES: 12131/f1l j OCT 3 a 200Z Al theTRUSSco. .1ItJIU)[NG SQP1IL1' me. . SEP 01-2004 4:30PM HP LASERJET 3200 JOO IIUSS I IUSS I ype UlY r'IY nayoen vascaCle"'\'lv'I.>.tI~~ 17 CASCADEA C FINK (optional) 4."U1 ::;1'(1 S NOV 1b ,,~uu Mil OK 100Ustnes, Inc. ~n Jan l' 1'1:1 ~:<!~ <!vv~ t'age 1 I ne I IUSS vO., t:ugene. u~ ~/411" . Y "4f 1.().4 8-1()-15 8.1()-15 3().(H) 6-10-15 1~ 8-1-1 23+1 8-1.1 ~xa = o ~ " I :IX"= H G 3x5=3x4= 10-2.3 10-2'3 t'late unsets IA. T j: 1t):V-V-'.t,v-v-.tJ.l,:V'V-,.t.V-V-.tl 19-9-13 ,H.g >>lHl 10-2-3 LOADING (psI) TCLL ~5.0 TCDL 8.0 BClL 0.0 BCDL 7.0 '~BER , "'(i> CHORD 2 X 4 HF No.2 " bT CHORD 2 X 4 HF No.2 , WEBS 2 X 4T HFSPF StudlSTD DEFL In (Ioc) Vdefl Vert(LL) 0.30 FoG >999 Vert(TL) -0:47 FoG >748 Horz(Tl) ,0.08 F nla 1st LC lL Min'Vdeft c 36D SPACING .2-0-0 Plales Increase 1.15 lumber Increase 1.15 Rap Stress Incr YES Code UBC97/ANSI95 CSI TC 0.67 BC 0.69 WB 0.36 (Matrix) p.l0 ScU:a-1:$8. PLATES MII20 GRIP 185/148 Weight: 107 Ib BRACING ,TOP CHORD Sheathed..e=o._ . ...".... BOT CHORD Rigid calling dlrecUy applied or 1040 oc braclng. REACTIONS (Ib/slze) F=1180JO-5-8, B"1264/0-5.8 -Max Harz 8=6300ad casa 4) , . " . Max UpliftF....15900ad case 5), B=-186(I08d case 5) FORCES (lb). Arst Load Cass Only , , " TOP CHORD A-B=26.B-C=-2113, C-D=-1797, D-E=-1803, E-F=-2121 'BOT CHORD 8-1=1818, H-1=12D1, G-H=1201, F-G=1827 .WEBS C-1=-452, 0.1=559, D-G=568, E-G=-457 . NOTES 1l This truss has been Checked for unbalanced loading conditions. , .2 This truss has,besn designed for the wind loads generated by 80 mph winds al25 fl above ground level, using 7.0 psftop chord dead load and 7.0 psf bottom chord dead load. 100 mi from hurricane oceanllne, on an ocCupancy category I, condl1lon I enclOSed building, of dimensions 4511 by 2411 wIIh exposure B ASCE 7.93 per UBC97/ANSI95 If end verticals or cantilevers exls!, they ara exposed to wind. If porches exist, they are exposed to wind. The lumber DOL Increase Is 1.33, and the plate grip Increase is 1.33 ' 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. , 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1591b , uplift at Joint F and 186 Ib uplift at Joint B. ' , 5) This truss has been designed with ANS1ITP11-1995 criteria. ' LOAD CASE(S) Standard .--. I , WARNING; - VERiI:Y DESIGN ~MmRS AND IlEAD ALL NOlES ON nus ANa TRUSS DRAWING NOTES BEFOBE UsE, ~' , ' DeslQnvcldforlooOO o,.,.,~lhMT.k,~.. '..." , lNi doltgn.tmedOrlyupci,ptI"OT1efeqlhowl'\ crall fa 01\ ndMcSual buIIcIrO _,'..., .." tob, r.staIed D'ldloaded wrflealy. -"f' I'" , _._"~.yoldesfgnpan::metef1ondpq>>r. _" ,_. ...ooot.", ... . ,ii..._. .--.Ydbuldrodeslo'w-notftuD~. Brachglhownbforlateral . lUAXrtof~W8blMl"f'lbeDotIIy, AddIlIonaI '. ,.... bto~toN.n&tabtltvdl.AhgCOnstruc1lonhlheretpO(lllblJtyolme.rector. Addtfbn:d", ;" ". .,: brodng ot the a.oorall atrucI1n b n. respcnIbIIty of !he bt.tcl'lg ctngnl" Fer g8"l8:laI g..j:IO'lCe regan::Ing fabr\cQt1on. cpJIty CCll"ltrtlI,. d<lrogQ. deIMwv, IIf8dIOn (nj ~~QSI~~~DS8-09"oc:lnglPo_""_HJl.OIHardlro__"""""',._", . .... ____._.......... the~.....,~CO. UQo;I un18. WI 63110. .1UJU)JNQ1UPPL!' me. SEP 01 2004 4:30PM HP LRSERJET 3200 p.11 ~OD IrUS8 I russ I ype J Yt)' rry. nayoen l,;8scaae--I\-.\lU.uD}~o::i CASCADEA CF FINK 5 1 Job Reference !OJ!\Ioriaf) '. ~.UVV 8 reo ~ ,wv .vIII eK JI DU8'ifl88, Inc. 'jveiJ IWll:li VI Iu':~;' II."~,) r-age I "'l"'fi8TNSS \.,;C I ~umner YVI\ I cugene un. ,1-0..0 V 1.~ 11-10.15 8-10.15 1540 8-1.' 23-1,1 8-1.1 aQ.O.o 8-10.15 ' . 4d = &.l. II 1:M1,1S 4 " ~ ~ , ~ "OOfl2' ~ ,/ 2x4" , ' YWpj , a ,II ,~/', 7.... , WlO '" -... QI"I"" 10 .. !I ."" ~~ "'...,::;;: """.,= 11 3>04 = e 7 !x5:.. 3X4::: 515= 10-2-3 10-2", 1"'181e unsets (^. T J; 1;C:;U-;t:-q.V-U-~I. IO:V-L-4.V-lt"l 10.9-13' 9-7,9 30.0.0 10-2-3 LOADING (pan TCll 25,0 TCDl '8.0 BClL 0.0 BCOl 7,0 SPACINC 24{) Plates Increase 1.15 lumber Increase 1.15 ~R Sires. Inct NO "COde UBC97/ANSI95 CS! TC 0.78 BC 0.87 WB 0.54 (Metrix) DEFL in (Ioc) Uden Vert(ll\ 0.44 (1.10 >815 Vert(Tl -0.70 9-10 >505 HorzlTL) 0,09 6. nla ls1 LC LL Mln Uden = 360 ' PLATES MlI20 GRIP 185/148 Waight116 Ib ,'. ~BER ,"' -CHORD 2X4 HFNo,2 , T CHORD 2 X 4 HF No.2 '._ as, 2 X 4 HFSPF Stud/STD BRACING TOPCHORD ,Shealhed~ ' , BOT CHORD 'fijgld ceDing directly appned or 1l>-lHl DC bracing. EXcept lRcw al midpt 9-10 REAcnONS llb/alze) 6a1Z761O-5-8,2=13601O-5-8' , , Max Harz 2=63(losd case 4) " Max ,Uplift6=-183(1oad case 5), 2=-210(1011d esse 5) FORCES lib) - FirlIt Load Case Only , " TOP CHORD 1-2=28 2-3=-2319 3-4=-2004,4-5=-2010,5-6=-2327 . BOT CHORD 2-11=2bol, 8-11=1401, 7-8=1401,6-7=2010,,9-10=,77 WEBS ' 3-11='""'7,10-11=548,4-10=670,4-9=660,7-9=558,5-7=-452 NOTES , , '1 Unbalanced roof live loads have been conaldered for this design. " 2 This InIsa haa been dasignlld lor the wind loads generated by 80 mJlh winds at 25 It atxwe ground level, using 7.0 psI top chord dead Iced and 7.0 psI bottom chord dead load; 100 ml from hurricane oceanllne on an occupancy categorY I, condition I encloslld building, 01 dimensions 45 ft by 24 ft with exposure BASCE 7-113 per UBC97/ANS1951f end verticals or cantilavers exls~ they are axposad to wind: If pDl'ches axis1, they are ' expoeed to wind; The lumbetDOl Increese Ie 1.33, and the plata grip Increase Is 1.33 ' , 3) ThIs truss has been designed for e 10.0 psI bottom chord Dve load nonconcurrent wllh any ather live loads per , Table No. 16-B, UBC-97. ' 4) Provide mechanical connection (by athelll) 01 truss to bearing plate capable 01 withstanding 183 Ib uplift at Joint' 6 and 210 Ib uplift stjolnl2. ' ,,', ' LOAD CASEIS) Standard , ' 1) Regular: Lumbef Increaae=1.15, Plate Increase~1.15 UnllOrm loads lllll) , , Vert: 2.sc.;14.0, 1-4=-66,0, ~.O, 9-10=-24.0 IElCPIIWION DAre 12/311 ()4.' MAY 072003 WARNiNG - VEIlIFYm PAiAMElERsAND RlADAI1NOTDON TIllS AND11!USSDRAWlNGNOTl!lBS'ORE usi. De3lgn'iddtoruseCll'iVwllhMIT...~__ .~....ltDdlMIg\bbClSedottyL4Xlf1...,. ". st'owr\andlstorennd/vll1lClbulq~., ..._ ,_,.~1obehsfoledmdlood8d ~" verncatf. AWleablltyddestc:nJ)Ol'CrTlet."O"ld~ _ ._... .,-DriOr ._..._...... a...... .....J.'(ofbl"jdngdeslgner.nafttuDdasIgnor. ~lIhownlsbloflll'dl . ~othctWb:llwobmembon;onV.. _po .' . .....' ~tolrwl8stab"ltydl.mgeor&muetlcnbth& ......._.....yoftt-Berectcr. Addlllonol..,. ~", brcIcIA;JoflheD\oV'dlllruct\.mb lhe ,...... .".' , or ttw blAdhg desIQnIIr. fClfg.ne!ClgUclclnl:-.regadlrQfctlt1cotIa'\ quoDyc:cnhol.llofcge.. dellwry.eiecllon end th~....u _ "__, .t:rocIrQ.CONI.CtQST.asQlcOtyStQ"ldon1OSU9&oc:l:flQSpeeIIICCltbn.andH8-91Hcrld!rlgll"1Stcdroondllfaclno'li... ...,-.,'-,'_ .CJ'dab..tromTI\IS1Plat8~ 'C' ~ 683 D'Onohlo ~ ModIIon. WI 63719. . a,:MJIIDDIQ rtrPPLTINC. SEP 01 2004 4:30PM HP LASERJET 3200 p.12 Job -- TruSs - TtuSSType - FINK --- Qty I PlY Hayden C;ascaoe''A''(10132)SS = 2 1 (optional) l>Kl S NOV 1b ,~UU 1II,"'eK ,nousffies,lnc, r-n ~an 11 11:'111:<:4 O!uu~ !'age 1 CASCADEA Cl ,ne oruss 1,;,)., t:ugene, u~ !:I/4 j<: ,4.<:U1 ) 'l~ 140 6-10-15 6-10-15 llHl.O B.l.1 23'1-1 IH.l 30-~ 6-10-15 31-G-O, i , 140 SClle=1:69. 4Jl8; D J 3x4-:- " H 3x5 ; 3x~ ; ~ . ~ 10-2-3 19-9-13 10-2-3 ~~9 ",Iate unsets I'" TJ: "':UoO-U,U-U-"J,II::U-U-U,U-UoOl.lr-:UoO-]<:,U-U-<:J 30-0-0 10-2-3 LOADING (psI) TCLL ~5.() TCDl 8:0 BCll 0.0 BCDl, 7.0 ' SPACING 2-0-0 Plates Increase 1.15 ,",umber Increase 1.15 !.'tep Stress Incr YES ,Code UBC97/ANSI95 CSt TC 0.67 BC 0.67 WB 0.35 (Matrix) DEFL In (IOC) Vdefl Vert(ll) 0.29 B-J. >999 Vert(Tl) -0.47 B-J >757 Hor.z(TL) 0,08 . F nla 1 st LC II Min Udefl; 360 PLATES MII20 GRIP 185/148 Weight: 108 Ib , --: ~IMBER , j? CHORD 2 X 4 HF No.2 ,)T CHORD 2 X 4 HF No.2 WEBS 2 X 4T HFSPF StudfSTD REACTIONS (Iblsize) F=1263/0-5-8, B=12631O-5-8 ' ,- Max Horz B=-50(load case 3) . ' Max UpllltF=-18S(load case 5), B=-185(1oad case 5) FORCES (Ib)- First Load Case Only' , " TOP CHORD A-&=28. B-C=-2110. C-D=-1793, D-E=-1793, E-F':' 2110, F-G=28 'BOT CHORD B-J=1815, hl=1197, H-t=1197, F-H=1815 ,WEBS C-J=-451 , D.J=559, D-H=559, E-H=-451 BRACING 'TOP CHORD Sheathed., ,~" .",' ".J. BOT CHORD RIgid ceiling directly applied or 1 O~O-O DC bracing. NOTES II This truss has been checked for unbalanced loading cDndltlons. . . 2 This truss has been designed for the wind loads generated by 80 mph winds at 25 ft abDve ground level, using 7.0 psftop chord dead load and 7.0 psf bottom chord dead load, 100 mi fi'om hurricane oc:eanline, on an occupancy category I, condition I enclosed building. of dimensions 45 It by 24 It with , . exposure B ASCE 7-93 per UBC97/ANSI95If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL Increase Is 1,33. and the plate grip Increase Is 1.33 ' , , 3) This truss has been designed for Ii 10.0 psf bottom chord live load nOnconcurrent with any other live loads per Table No. 16-B,UBC-97. ' 4) Provide mechanical connectiDn (by others) of truss to bearing plate capable of withstanding 1851b uplift at joint F and 185 Ib uplift at IDint B. " ' 5) This truss has been designed with ANS1fTP11-1995 criteria. , LOAD CASE(S) Standard ,....-:- ,," .~ theTRtJSSco. 8rIllIl:Z'IHG IUPPIoT JHe. , WARNING - ,VB11FV OESIGN PARAMmRS AND READ AU NOTES ON THIS AND TRUSS DRAWING NOlES BEFORE USE. Dellgnvald 101 UiI& or,.,-llIIh M1T8l<cxwftCfors. lNsdeslgnbtx:lSedOtt'fupon pcranefellltlown. CI'ldI.l rOIa'\hCtvtc1roIb..Idrla ............,....,. to be hstaD.edmdloCJded wrlk:allv. ,"?':._". -lyofdeslgnpa.OInef'ersa"ld properlnccrporotlon of ___....__.....-.1 b re5pordJ111y ofbuldlng ~r' nol tMsdlHlQr'*. BrocIrostlO\Jrl'l'\lsfnr IoteroI ". ~ort or lndMduoI web rnernbM 0f'Iy. Adcftlonol tempa'a)' brac*1g 10 Emln Ifablllly dlJlhg construellot'lls the _.,.. -,..:v of the GfeCtor. Addlllonol P9llT'lOnent brc1ct'lg of lheoveral dn.IctlJN It the responsll;jltyof the widing destgner. Forgenero' glJ:iOnce.-gordlnO fc:bOOalfon. tJ,IODtv eortrol Itorooe. clellverv. ereellon and bradng. ccnslJt CilST.f8 Quoltv Stoocford. CS6.a9 Bracing :.,...........__.J_.. ald 1f&.91 HondlIng InItolIng and llroclng :~_v..",.....__,,_..ovolIobI. frOm Tt\ISli PIo1e lnIIItute. 5a3D'Onc:tdo Drive. MadII:on. WI 63719. SEP 01 2004 4:31PM HP LASERJET 3200 p.13 JOD INSS I russ I ype FINK I ne I NSS 1;0., eugene, UK 1l/4V;l 4.;lU1 aty" Ply -wayclen (jascade~A"( 9912)~S . 21, (optional) , , tiKrs NOV ltl ZIlO I Mllek Indusmes. inC. Man UCI;l~ 10:1:>:10 ",UU2 I'age 1 . 30-0-0 , s.o.o CASCADEA CGE ( -/.().ll t~ t 5-D-D ts-o.o ScaJe. 1:ee. 3J<5= . ~ ~ II K L ~ 0 8bld IS. O.C. From .....ft To Right 8.00[12' I :.d'~~,P , H,:?f ',')":' Q I.tfJ V'" 'I N G "'" '\,."'ll , F~~ ~,<"lJ~' P,D '-...;: T E ~r H I .L , . Q leR B U D F' NG, M 'I!i . S, A V C E. o. . ~ nB lL" w ~~~~^^^^~^^~~~^~^}^~~~:^^^^^^~~ ~ ~= . Ao AI' AD AN AM No.. AJ( ^J /\lAM AG AFAENJ AC AB M Z. Y X 3xb= "3x5 :: 3D-CJ.O --f 3D-CJ.O LOADING (psl) SPACING Z~ CSI DEFL In (Ioc) IIdef\ PLATES GRIp TClL 25.0 Plates Increase 1.15 TC 0,13 ~~!it~ nla . nla MII20 185/148 TCDl 8.0 Lumber Increase 1.15 BC ' 0.08 0.00 A >999 '. BCLL 0.0 RepStress Incr YES WB 0.11 Horz(TL) 0.00 W 'nla BCOl 7.0 Code UBC97/ANSI95 (Matrix) 1 st LC LL Min IIdell = 360 Weight: 167 Ib , LUMBER ~p CHORD Z X 4 HF No.2 ".4:1: CHORD 2 X 4 HF NO.2 . )nERS 2 X4 HF Stud REACTIONS (Ib/slze) 8>0182130-0-0; AE=8130-0-0, W=121130-o-0, AQ=189/3G-0.O, AP=74/3o-0-0, . , A0=11413o-0-0. AN=105l30-ll-0, AM=107130-o-0. Al=107130-0-0, ' AK=108l3G-0-O, AJ=104f30~. AI=5913o-o-0. AH=117I3o-0-0, AG=I38l3o-o-0, AF=84/30~, AD=104130-0-0, AC=107l30-ll-0, AB=107130-0-0, AA=103l3o-o-0, Z=12413o-G-O, Y=77/3o-0-0; X=2n/3G-O-O ' Max HOIZ B=63(load case 4) , Max UpllMP~(load case 4), AJ=-2(load case 5), AI~14(load case 5), AF~17(load case 5) Max Gl'lIvB=182(load case 1), AE=19(load case 2), W=121(IDad case 1), AQ=189(load case 6). AP=74(load case 6), AO=114(load case 1), AN=105(load case 1). AM=lll7(load case 6). AL=107(1oad case 1), AK=108(load case 1), AJ=I06(IDad case 6); A1=620oad case 6), AH=117(load ~e 1), AGal38(load case 1), AF=88(loacl case 7), AD=104(load case 7), AC=1()70oad case 1), AB=1070oad case 7). AA=103(load case I), Z=12400acl case 1), Y=27(1oad case 7), X=2n(load case 7) , ' BRACING TOP CHORD BOT CHORD Sheethed.....; " , , .. Rigid calling direCUy applied orl(}'O-O ocbraClng. FORCES (lb) - First Load Case Only , ' TOP CHO~O A-B=Z8, B-C=-69, e-b=-58, O-E=-46, E..f"=-47, F-G~7, G-H=-47, H-I~7, 1-J=..48, J-K~6. K-l=-32, L-M~58, M-N~56, N-Q---42. O-P~7, P-a=-47. a-R~7, R.S=-47. S-Ta..48, T-U~O, U-V=~6, V-W~74 ' ' " BOT CHORD B-AQ=25, AP-AQ=25, AO-AP=25, AN-A0=25, AM-AN=25, AL-AM=25, AK-AL=25, ,EXPIRES: AJ-AK=Z5, A1-AJ=25, AH-Al=25, AG-AH=25, AF.AG=25, AE-AF=25, AD-AE=25, AC-AD=25, AB-AC=25, AA.AB=25, Z-AA=25, Y-Z=25. X-Y=25. W.X=25, oel' 3 0 "002 WEBS C-AQ=-149. D-AP=-65, E-AO~92, F-AN=-87. G-AM=-68, H-AL=-68, I-AK=~9, J-AJ=-84, t.. K-A1~56. L-AH=-68, N-AG=-11 0, O-AF=-76, P-AO=-88, Q-AC=-88, R-AB=-88. S-AA=-87, T-Z=-97, U-Y=-37, V-X';' 204 , 'ntinued ,on page 2 ~ I WARNING - VrRlFY DE$I~ PARAMEI'ERS AND READ AlL Nom ON THIS AND TRUSS DRAWING Nom BlFORE USE. DeJVI\I'Cftd for lJI81 on~W1h Well: ~. ,~,.", ThII ~Ign 1Itx.Gd onIyupcrtpcl'CmGtvll~ and II fcrCl'lhtMdualbJkBngeomporwV to be hGIaIodcnd Ioodod vertIc:aIy. 1of):lIloablIty of~ pcl'cmllIl." a\d prOJ* IocaporatlCn of componDnt.. respc;nslJllty ofbuI:In;;J dealgll8r~ not truss des9*. BrQ~ she'llfils lor Ioteral 1~0I1 01 IncllflclLICII web membelt ONy. Adcfll\onor .".. _ . , brccl'lg to n5\n stottlty dUllrg coruhUc11on IlIhe respauJblily of 1heo eraclc:r. AddItional permon.n! . braCing <If 100 overallfn.JctL.re b the ~0I'6IbIty of the buI~ de~.r. For 09CWiJ gulda'lC8 legadrw; fcbricctlon. quc:lity conlroL EtorcOQ,. ~'. el8Ctton em bro:lng. oonsr.Jt ClST:fj8 Qvafily S1oocOrd. 0S8-~ Broctlg ~ 1IcofIon. and KB-91 Handling tutallng ClI"'d Broc:t-Q R.eel .: .:':n ~ from 1Ms P\ote nstitule. 5& l:YOno1'rIo DrIw. Moclson. WI 63719, "~' theTRUSSco. . DUUDlNQ SOWLT INC. SEP 01 2004 4:31PM HP LASERJET 3200 p.14 ~OD I russ I FUSS I ype --aty-Ply I"aydan coscaoe"A"( e8,<:)00 CASCADEA CGE FINK 2 1 , I ne I russ I,; .., t:ugana, UK 1I/4V~ Joptional) 4.~U'1 bK'lS ..DV 10 t.UU J MllaK InDUstnes,' mc. IVlDn UJ,;l "0 '10:'10:1:> I.UU;l /"age O! , ~TES " ' ".' " , : 'l'ThiS truSS has bean chacked for unbalanced loading cendltiDns. ' ' . -', .:i Truss designed fer wind loeds In the plane of the truss Only. ,For studs exposed to wind (normal to the face), see MiTek "standard Gable End Detail"' " " 3 All plates are 2x4 MII20 unlll88 otherwise Indicated. ' '4 Gable requires continuous bottom chord beartng. 5 Gable studs spaced at 1-4-0 oc. 6 This truss has been designed for a 10.0 psf bottom cherd live load nonconcurrent with any other live loads per Table Ne.16-B, UBC-97. , 7) Provide machanlcal connection (by others) of truss to bearing plate capable of withstanding 4 Ib uplift at joint AP, 2 Ib uplift at joint AJ. 14 Ib uplift atjolnl AI and 171b uprlfl at jOint AF. , 8) This truss has been designed with ANSlfTPI1-1995 criteria. " , LOAD CASE(S) Standard .!, . ~) .. ~ J :, J; WARNING - VBlIFV DESIGN PARAMmRS AND READ AU NOlES ON THIS AND TRUSS DRAWING NOTES IlEFORf USli. . --DetlgnVQld fer \a ortt...uh M'Tekco......ckn. lNI ~.I:I t:JC:.d orlrloPOO ~Dl&l" shown. ad Is for m hct.4duol tdcIr'lO component to be ndaled crd leaded wdtcaIy, ~ ofdoq;p'\ pcKJMl..crdJ:llOJ* n:crporallon of ...,........_,_ II re;ponsblltyofbutlng deslgner-not trua~ &ocIrvlihownb fer IoteroI wpport 01 ndMdLaI wet) members orw. "AOdItIonCIl fem:>oraY"DttlChg 10 Inswe stobllly duma consIrUc'ItIn I me ,...... ........ ..'/ 01 the Bf8Ctor. AddIlIonal permtnlnl . braCIng Of1h8 0V8t'0I dructure IS ft\e ~ 01 h bJkIrg d4as1gnDr. For gerwd glkionc:. '8gordr>Q Idxt:aBon. quality conllQ~ ltoroQo. doIYGrv. urocllon and bco~, cCl"'e\lf QST:88 QuoIltySf01dOld. DSB-89 BrDcQ;:J :",.._ .n_.on. end Hl8-91 Herding hstdi1g and Elr.JctrQ ,'~._......_.,__^~_. CMJI.bbIe hom TIUilSPlate k1sID:utu. 583 D'OnoMo Ddvo. MadIson. Wl63719. - A. theu,.u.:h:>>co. . BtJILDIlIQ SDPPLY me. ,SEP 01 20b4 4:20PM HP LASER JET 3200 p.16 lJOD rIruss I CASCADEC i BDM I. 1 ne 'NSa \';0., eugene" Vr\ t1",4u~ Truss Type BOSTON HIP -:----:---. '~._-- '4:20T, ]UtI' ,TPfy--payoen l\;ascaaec)\lloe~TSS-- -C'-' ... '-', : I ' 1 1 I " ! 'I, I\OPtiOnall: ' ., .1 SR"f'iWOV,ltl "",wUMl1'ek nausm.es,lOc. rnNJg ")11-1~')i;')\;)"2OCJ'r ...age f '~ ~---. -.- ,- .-1Q:9:.~ -.. 1-Q-O lO.Q.a -I- ,- ,__u. ....--- 2Q.().() lQ.().() .',~~ 1.0-0 5c:aIe .1:47.1 4)(5. . G ;:"~"12><4HII a.DartT I ~ ~ '~ NalecI j ~~yY il,). ~~~~ /c ~~~..W... -:.~;::;::;:>~~ I '/', ' --'--. ~ /--...--- \ B./ " . ---.:' __ ___" ,'1ar. ~./tl....... .' . ..-.:.- .-(!.:...--'I! -. - , l~r~N:~ ~...~. N~~~ ~~. -... . ". .~~_._~~ 5x5 :.. 0 N M ~ll ~: ~II Haled NaIed HaW 7, ~ L~ . 10-0-0 .___. . I _ 2040 1 0-0-0 1 0-0-0 "P,a.te unset!? L^.!.!}: ID:\r~~.v-v:.."I. Ll..r:v-q."I,U-I--I::lI. l"!.:v-+-r;o:R~~-~,~~ .~ -=:_ ; .-. .'. -'-'--- -~ ----- ..,.--------.-....# ".- LOADING,Cpsf), I SPACING 240 CSI oEFL' In (100) Vdefl TeLL 25.0 , Plates Inaease 1.15 ' TC 0.98 vert(LLI -0.15 101.0 >999 TCDL 8.0 i Lumber Increase 1.15 BC 0.99 Vert(TL -0.24 N-O >9B9 nr:LL 0,0 I Rep Slress Incr NO WB 0.50 HOr%(TI.1 0.07 K' n/a ."j~~" ,7,0.\ ~d~.~~~_9:/~~1~5..i..(~~lfix) lstLCil.Minvdafl~_~~H ,n' ..V\I~,I~ht:931b MBER ,,' BRACING, . '" P CHORD 2 X 4 HF No.2 TOP CHORD Sheathed or 3-6-0 oc'purllns. Except: BOT CHORD 2 X 4 HF No.2 2 Rows at 113 pts , C-J WEBS 2 X 4 HFSPF Stud/STD BOT CHORD Rigid ceRing directly a~lied or 1~ oc bracing. OTHERS 2 X 4 HFSPF Stud/STD 1- _H ,- , --'.--l , ---....--...... ...'.' f --~--,.-...~. PLATES MII20 ---.-. ..... ---.". _._._...~. GRIP 1851148 -REACnONS(lblsize) B=137~. K=137210-5-8 , Max HOr% B=35(1oad case 4) , Max UpllftB~161(1oad case 5), K~161(load case 5) . FORCES (Ib) - Rrst Load Case Only '. , TOP CHORD A-B=29, ~~2503. C.o"-1317, D-G~1246, G-H=-1246. H.J~t317, J-K~2503, K-L=29. C-E~O. E-F~O. F-I~O, I,J=-840 ' BOT CHORO 6-0=2150, N-O=2130, M-N=2130, K-M=2150 WEBS C.o=273, J.M=273, F-G=B39, H-I~91, D-E~91, C-N"-I84. F-N=850;J-N=.I84 NOTES 11 This truss has been chacl<ed for unbalanced loading conditions. ' ~ 2 This truss has been designed for tha wlndlaads genera,ted by 80 mph winds 8125 ft above ground level. using .. \.\) P R OFE.Jl 8.0 psI top chord dead load and 7.0 psI bottom cIIord dead load, 100 mi IrPm hurriesne ocear.line, on an ....<." , occupancy category I, condition I enclosed buDding, of dimensions 45 ft by 24 ft with exposure B ASCE 7-93 'pt~' \ E: "" per UBC971ANSI95If end varticals or cantilevers OxIst,they are expOsed to wind, II porches exist, they are : , "", exposed 10 wind, The lumber DOL increase ia'I,33. and the plate gnp Increase Is 1.33 22P, 3l Provide edequate drelnsge to prevent watar pandlng. " T ' 4 TIlls \rusa has been designed lor a ,10.0 psi bottom chord live load nonconculTllnt with any pther live loads per ~ Table No. 16-B, UBC-97. ," ~ 5) Provide mechanical conneclian (by others) of truss 10 bearing plate capabla of withstanding 1611b uplift al joint ~ .J, Band 1811b uplift at joint K " " , . 7" 61 This truss has been d.slgned with ANSIITPII-1995 criteria. 7 Design assumes 4.2 (flal orientation) punlns at DC spacing indicated, fastened to truss TC wi 2-10d nails. r <<." 'v 8 "Nalled"lndlcatesS-10dor2-12dcommonwlretoe-nslls. '. t.. PO\lll~ LOAD CASE(S) Standard ^UG ., 1 7,Ql'it ,t\ it fEXPIRES 12/31/01- J ::-!-tinued on psge 2' , " 'j, ""',',, ' , , A WARNING - VS!IFY PESIGN PAI1AMmRS ANP READ AU NOTES ON nus 'AND tRUSS PRAWI." NOTES aEFORE USE. DflIgnvok:l tot usecnly\l4th MO'elc ccnWckD. nu de$tJ\b b:Md,crly~".,." "; _, IfIC'WO. ond l;bron~bUIdng e:>ll)pOll8ntto be hsICDKS end lOaded . vetftcOly. ~o1desb'l_..,." ,',., cn::IPftlPttfhc..,. .".:. ot~.",... . :bt9lPQl'lS1:il1yofburdhgd~grD-nolll\JS!cIe$Igoet ikQct'g~bforloteral "",pat oIln<lM<luc1W<lb tllllIllbot<orly, _11onoI tompaOlV btoclnO 19 "'"'" ,IobJily <1Mg cOr.slJuotloll ~ tho IOSPO_1ly of th. .rodor. Add"""", pormonont brocng of !hi 0\"81'01 dNC;ture IlIhe reaponsI::II!y of1hebu'klng dngnel'. For genera ~ rvgort!ng fobr1~1oo. qually.(:onlrol.l!oroge, dtl!Yery. ertCfk)n end brachg, consUl CEr~,QucayStondotd. CSB-8'i'Bracr)QSped/'lecllb\ andHlB-91 ~ nstonr'GandBrochQ[. .0. ,,:~',-. ovoIobIe from lNJa ='IOtelnstlMe. 583 D'Onotr\OOrI\1!l. ModIson. WI 637"9. . 41 theu...,~co. . BUlLDtHG SllJIPl.Y INC. SEP 01 2004 4:20PM HP LASERJET 3200 p.17 "00, ,ruti~ i,nJ~;:i IYpe ll.,uy. lr"'iY I nBYQenl\..asca~e"'j\'o..t(l'-tl,,)':' CASCADEC Jl ,!R~~~USS_~___m.14 r i 0 tionall ',' ' Ine IfUS5 \"0., I:.ugene, vt'\ ~/4U~ 4'.'2~ ~~l S rtoY 10 .cwu Mlle/\ ~~usmes. me. rnl'\ug..ll 'n:"t:"~ :,::ul.n J rage I .n i_-:!-o-o m .. _I _ ,~ , . .. _ .',10-3 .., 1-10-3 __,~-4 0.1-' SCala c 1:9." ~ /' 5.00rn" / / ///,' ,M: / -J /~~-~ -==-~, ,/ X' 0 .... . . .......~< /" k:,'.:::::. ,..<< s A ...----- 1-11-1 '1-11~ --~ ._. ....... -I _1""'1818 UrtSelS I^.!E. ~:u...lt':-'IUJU-1-oj u__._ =:=-:-1-=-- ~.' --_.-':'-:':"-==:::"'-l":~':'=-=--=---=:-_-"=-'-'-=-_':' --- r-' ----.--. --- - lOADING (psI) I SPACING 2.()'() CSI DEFl in (loci Vdefl PLATES GRIP TCll 25.0 ! I;'lates Increas. 1.15 TC 0.25 i Vert(Ll\, D.DO 6-0 >999 MII20 1B5II4B, TCDL' B.O I lumber Increase 1.15 BC 0,17 I Vert(TL D.D4, 6-C >534, : , "ell 0.0 Rep Stress Incr YES we O.DO Hor.<(TL) 0.00 n1a , ,}(':.._...7.0.,; _ C~ .U,B~~:~~N!~~5 _ ,_~Ma~~ ,_.I_.1~~~=.LL,~~nVde~.=~~.o.,. ,..__...~~19ht61b YNlBER' .' BRACING ..... )lPCHORO 2X4HFNo.2 TOPCHORD Sheathed or 1-11-4 ocpurllns. ' ' 'SOTCHORO' 2X 4 HF NO.2 BOT CHORD 'Rigid ceBing olrsctly applied or 10-0-0 oCbracing. REAcnONS (Ib/size) B=163/0-5-8, D=51/Mechanical Max Horz 8=50(lood case "') , Max UpliftB=41(load case 4); O=-22(1ood case 4i ,FORCES (Ib) - Arsl laM Caso Only TOP CHORD A-B=28. B-C=-56 BOT CHORD 8-0=0 NOTES '1) This truss has been designed lor tile wind loads generated by 80 mph v.1n<1s el25 n above ground level. using 6.0 psI lop chord dead load on<! 7.0 psI bol1om chord dead load, 100 mi from hurricane oceonline, on on occupancy category I. conolllon I enclosed building, of dimensions 45 n by 24 n with exposure B ASCE 7-93 per UBC9?IANSl95If end verticals or canllieYerll exls~ they are exposed to wind. II porches exls~ they are . exposed 10 wind. The lumbet DOL increase Is 1.33. and the plate grip increase Is 1.33 ' 2) This truss has been designed for a 10.0 psI bottom chord live load nonconourrent with any olher live loads per Table No. 18-B, UBC-97.' . 31 Refer 10 glrder(s) for truss to truss connections, 4 Provide mechanical connection (by others) 01 truss to bearing plata capsble 01 v.1lhstanding 411b upli1l at joint , Band 22 Ib upUlI at loint O. , ' 5) ThIs truss has bean designed Wl1h ANSIITPII-1995 aiterla. ' , lOAD CASE(S) Standard oJ WARNING' - VERIFY DESIGN MRAMElIRS AND RUD ALL NOTES O~ THIS AND lRUSS DRAWING NOTES,aEFOIll' USE.. ' Ll1' , DesIgn ...aId fa use rrtI wIIh Mneli: ccmectcn. TNs deSIgllII bo3ed ody upon pcrane~ snown. ond Is tel 'on ncI\o'ICIl..d bJk:!ng corrponenllO be InslolltCI ond looaOd vedicat'(. ,f.ppIcobllllyofdugn... '. " OI'1dpropsr ___...__,.~.lof .............M.ISI.si>onstlltv of t:lLI'br\g deJV'let. not truss deslgnet 8rocIng Vown bklr bt<<CII . a.qx:rt or hc:MciJOI wob memben orty. Addlf\ooOl terroon:ry btaehg to InlLl'D statlity o...ng constTuc:tIon b the re.sponslbllltf of the erector. AddItional... '" '.. ., t bfQctng gf the ~rCI dn.Jchn b tTle _..... _, ..'. -.j, " of1he btIl:tngdeslgner. For gel1QlQl "",Idance regarding fabrication. quaIIlyco~roI. Itotage. doINery. erectionand' th""&AU "CO. btocInQ. COI"II'jJ QST.B8 Q.dIy stonc:torcL DSEl-89" 8roohO SpooU"lCQl1on, and te-911iond1ng nstc6lg c;nc Br~.~. _. ~ O'idcble trom -nW Pk;Jfe hlfDute. v - 583 D'OrdIlo ""'" Modbon, Wl5S1l9. . BUILDIXG IUPPLYu<<:. " SEP 01 2004 4:20PM HP LASER JET 3200 p.18 . '"'00 I'russ II~sS 'ype CASCAOEC J J4 I ROOF TRUSS , I ne I cuss \.00:; eugene, UM; hf/-4U~ -~--_..---~---- 4.LUl \uty .1t""Y MayaenlI"..8scaoeI.JJ\l:lIlJb'iJ.:to:> , i12 d ' L J ,\OptiOnal) , . SRfillOV",Q.4! MlleI\ nQUSUleS, IOC. rn I-\ug ..,:,. ,'I;.) t:4t.:i ,,\N', I I ,.I rage . )) ,". ".__.'4_.'~. t-.. . ~ -1-- ....-.,.-, ~ 1-0.4 4-(].CJ -,-- -- .,-{ Scaie .1:15.1 c s.Oorl2" ~ A-v"/ ' : /./"/ I " ///' '" " I~' 'eW-, .. ~.._._.._.--...ll '~~gr ----~--... ---- ..~ 3x4 = !._-~- _,___,_. 4-0.0__ 4-ll-o .. ...n.... . ...1 =------.-'.-:. ~:.~:...;i-....--.;...;.:.:.;. .. -. ---. - --- .~._-,---~_.~~ ::'_~". :-:.:~ . .-=--'"::.-....-.- LOADING (psI) 'I SPACING' 2-0-0 CSI DEFL in (Ice) I/defl '1 PLATES TCLL 25,0 I Plales Ir.crease ,1,15 TC 0.19 Vert(Ll\ .(l.01 e.D >999 MII20 TCOL 6.0 i Lumber Increase 1.15 BC 0.12 Vert(TL .(l.02 e.0 >999 I BCLL D.D' ftep Stress Incr YES' WB, O.OD Horz(T1.) .(l.CO C nla ! BeOL 7,0 I Code UBC97/ANSI95 (Matrix) , , 1st LC LL Mln Vdefl = 360 Weight ,lllb .i. ....__._....____.... ._____~__.__.._.. _....... ..__.1. .... ____. .--." -.- _ ..__.-..~-- --_.. GRIP 185114B il1llBER ' BRACING . ,P CHORD 2 X 4 HF. No.2 TOP CHORD Sheathed or 4'()-() 00 pIJ~lns. .. .. " T CHORD 2 X 4 HF NO.2.. . BOT CHORD Rigid ceiling directly appUed or 19.0-0 00 bracing. REACTIONS fib/size)' C=103lMechanical. B=237/0-5-ll, D=26/Mechenical Msx Harz B=S5(load caSe 5) Max UpliftC~14(loed case 3), B=-34Uoad case 5), D=-B!losd case 3) " , Max GravC=103(losd case 1),B=237(load case i), D=62(load ease 2) FORCES (Ib) - First Loed eaee Only TOP CHOM A-B=26, B-C=38 BOT CHORD B-D=O "NOTES ' .1) This Iruss has been designed 10r,1he wind loads genemted by 80 mph winds al25 ft above ground level, using 8.0 pSI lop chord dead Ioadand 7.0 psf bol\cm chord, dead loa~. 100 mi from hurrioana oceanDna, ~n an ' occupancy categDry I. condition I enclosed building, of dimenSIOns 45 ft by 24ft with exposure B ""CE 7-93 per UBCS7/ANS,I95If and verticals or cantilevers exis~ Ihey are exposed to wind. .If porches exlsl, Ihey are exposed 10 wind., The lumber DOL inaease Is 1.33, and the plate g~p increase Is 1.33, ' " 2) This truss ha. been designed for a 10.0 pslboltom chord live load nonconcurrent with any other live losels per Table No.I6-B. UBC~7. ' 3) Refer 10 girder(s) for lru.. 10 truss connections. ' , , 4) Provide mechanical connection (by alOOrs) of truss 10 bearlng plate capable 01 withslanding 14 Ib uplift aljoinl C, 34lb uplift aljoint B and 81b upUII allofnt 0, ' 5) This truss has been designed withANSffrPII-1995 criterta.' ' LOAD CASE(S) Slendard ~ l " ~ '.., -A WARNING - VERlFYDESJGN PARAMElfRS AND READ AU NOlES ON THIS AND T1lIJSS DRAWING NOTES BEFORE usE. " ' OesIgnvalldbrusaoriywllhNnet ~..' .~. .,.. 1hII deslgnllbaSed.crit'lCXI'I.... .,. ~CI"ldllforanhdMdvall:ddlng __...........n to beWfaleldcndbodBd verflcaly., ',..,. '-.:. -yctdeSlgr\pa:rneIMa)dpropGf _ ~....~.~..._.ot~'lb,~...-4Ib8lfdbuldlrQdOSIgneI_notttun designer. Brocng~blorlateral . IUppOft of h:Ivtcl1aI web memb8l1 tny. AdcIdonal_'."'~'."'J' t:ltodng 10 n.n 1f0000ty CluIng cons1tud1on Is 'OW responsIJIItyoflhe et8clor. Ad1l\co::d permooent . bract'lgotIh4O"o'8fC111llf'\,1oh.."ttw .... ".-". oltheliMJ.d'ngdo.grer. Foroen&rolo.<<:lanceregadnolcbdcotlOl\~oItvcerrtrol.lfDrogl!l,deIIYer,..8recnonond th............. brocng.consultOST~~$tonc:bd.osa.a08rac::ingSP.drtc:.01b\ondHB.q1 Ho'ldItlgn!oIIngtrd&cQ1gr.._.,.. .. _._::. .avoIctielrcrn1NssPlotehstltlJte. e.lAU~CO. . sa3 oOnolrb D.Ml. Modbon, "WI 63nt. . BUILDINCil SDI'PLY DIe. SEP' 01 2004 4:21~M "I tOO ICASCAOEC J4A '" Ine I ruBS I..io.:-Eugene, un. tt;4~ , ,.....,) .1~' '" . J I. ..... -"-'140 . .._.-f-- HP LASER.JET 3200 p.1S ,----- o4:2Ul, jlollY IrlY 1 ' '14 '1' ' . ' (tional) , ~tn B NOVIO LwU Mil eJ ~usmes. Inc. rn;wg .)'1 nayoan \l.oB8csoe '-I \~"""J "'" I -.1:'31':442W"j t""Bge " j Iruss IruSS Iype ROOF TRUSS .. -liD::!.. _n..___...:..+ 1.10-3 . _, __.. "'_0- ~ 2-,.13 - -:---1 Scale- 1:D.. 6.00['l2' /:;l ,/ . ~ ~- BoO --=-1, B ~'~ Ar /'X '~.// X 3lC4 <::.. D ;.----- __..,..,!-!!:!l., . "'0'0''''__'__ ___ . ,t'''4,=,,_,,~..__,.._.. ,-,,,-,,'j ------ ----=.;:.::-_:-~.:;..:.~ --~-- -.----- --,-.- , SPACING 2-0-0 I CSI Plates Increase 1.15 I TC 0'.12 Lumber Increase 1.15 , BC 0'.12 I ,!!lep Stress Incr YES I we D.DD ..' ,~e. ,~BC971~,SI9~_.. L, ~~~trix).. ,..,I "- ../)~~'bRD 2 X 4 HF. ND.2 , /TCHORD 2 X4 HF No.2 .... . . . REACTIONS (lb/aize)C=101Mechanloal, B='8B1O-O-8, p=25/Meohanical , Max HDrz B=33(load case 5) Max UpnllB=-4300ad case 5), D=-8(load casa 3) , . " Max GravC=11(load case 4), B=18B(IDad case 1), D"il2(load case 2) FORCES fib) . Flrst Load ease Only .. TOP CHORD A,B=28, B-C=-43 BOT CHORD 8.0=0' ..-._..._~--"--' .__n___. ... LOADING les!) TCLl .<5.0 TCOL 8.0 BCll 0'.0' BCOl 7.0' DEFl In (lac) Vdefl vert(lL\ -0.01 'B-Il >999 Vert{Tl -0.02 B-D ' >999 Horz(Tl) -0.0'0 C nla ' 1st lC Ll MIn Vden = 380' Weight: 9 Ib ,__,__ m. _ ..... .._..L... on___..,...._ PLATES "MII20 GRIP 185114B BRACING TOP CHORD BOT CHORD Sheathed or 4-0-0 00 purtins. ' , Rigid ceiling direclly applied or l0400c bnlcing. . NOTES , 1) This truss has been designed lor the Wind loads genersted by 80' mph winds al25l\ aboVe g~nd level. using , 8.0 pSftop chord dead load and 7.0 pslbollomchord dead 'oad, 100 mllrom hurricane oceanllne. on an occupancy category I. condition I enclosed bUlldln9, of dlmensiDns 45 It by 24 l\ with exposure B ASCE 7.,Q3 , per UBC97/ANSl95 II end verticals or cantilevers exist, they are exposed tD wind. If porches exist, they are , , axposed to wind. The lumber DOL il)Crease Is 1.3~, and the plate grip increase is 1.33, , 2) This truss has been designed for s 10.0' psl bol1om chonlllve IDad nonconcurrent With sny other live loads per ~ ' Table No. 16-B. UBC-97. .' t\) Ft ' 3\ Refer to girdeJ(s) for truss to truss connactlona. <\.~ . 4 Provide mechanical connectlDn (by others) of truss to bearing plate capable Dfwithslandlng 43 Ib upllltatjoinl ~~ .. \ E/2 J ~ Bend Bib upllltatjolnl D. ' ~"f'('<-" ,,~ 5) This truss has been designed wl1h ANSIITPII.1995 criteria. . """I '<1', _ 22PE J' LOAD eASElS) Standard ' '~I " \ '(]\ 'JJJk ' 'V; , , .~"j , ... ~'" AUG ~H tOD1 . PO ," '\ I.EXPlP.EB 12 I 31 In"" '-J '-- WARNING - VERIFY DESIGN PARAMETERS AND READ All NOTES ON lHlS AND lRUSS DRAWlN.. NOTES BEFORE USE, ~ Deslgnvald fof LIe Oft'( WIth MIrek ~. _ 'Y_'_~' 1NI d8llC:1\ Is t:osed crIv L()On PCIrcimetefS Ih:)wn. ana" tor iJn tldIvIdUoI buIdng CJnponent to be Nfa;Jed Q'1d IoCIdEId ....col'. ...... ,'_."""""'...""''''''''..._...__.._.01..,.. .."...spanlIblJiyofbuldngd."''''''.no'...._. ",oc"''''-'',",_ol' ' ' ~port ollndMdUaI web ~ cny. Ad:Itford tempOfC'Y bracing to lnSuI. r:ubIIly o.mg c:onstru:t1on. me relPONfbllty of !he eroclor. Addllonol . ,. '. . bracng otthe averalstructure b Ihe ~o~ of the bultfno deigner. For QGr8lal gUdOnoe ntQCl'ttrlQI tot:rteotlcn. qJaIty oonItol 'lOrCJQG. delverv. ~on <rid th~ ..... ., 'CO. blochg, cOl"'ll\AI QST-8B QuaIty stoncbd. 0SB-89 BroelngSpeclllcoflon. and H1B-91 ~ b'latab1g cn:I !lfadng ~onmendotlon avaIable!tom Truss PIote t'IsmUIe. IlW" _ __ . M30'0n01'1toDr1Ve. MocIIon.'M03719 .' . . .BmIJ)tNQSlJPPL1'mc. ,./ " ~ , JEFF HARRISON EUGENE HAYDEN HOMES THE CASCADE GARAGE LEFT JEFF GLULAM BEAMS IN FLOOR SYSTEM D HAVE BEEN CONVERTED TO GANG LAM LVL D AS PER PLAN. NOT ON MATERIAL LIST D AS PER PLAN . INCLUDED ON MATERIAL LIST, J Louisiana-Pacific Corp. ,LPI-Jolsts / Gang-Lam LVL / Solid Slart R1mboard Dh;.trlbut&d Bv; 14421 S.E. 98th Court P.O. Box 1750 Clackamas, Oregon 97015 (503) 742-8689/ Fax (503) 657.1643 866-742-8689 ThIs material take off Is for the Loulslana-Pacffic CTR joists, LPI-Jolsts. Gang4..am LVL, and Solid Start Rlmboard materials only. The contTactor I builder I horileowner I archJtectural designer or owner of the plans roost verify an information on the J-jolst layout prior to CXJ:flSb'Udion. Any changes needed wil! then be made before any taming has occurred. Changes made to the house plans after construction framing has begun may affect the l-joIst layout. K ~ the ..sponslblUty of the contra_I builder I homeowrier 1._..' design., or owner of tho plans to verify IBhe changes affect the l-joist layout fvrI damages, fees. or other services required to fix 8 problem related to these changes will fall under the responstbflity of the contractor I buDder I homeowner /archltectural designer or owner of the plans. A complete set of plans needs to be submitted for an accurate material take-off. . Ib!I..is 8 rmtAriAI b:lkA-nff onlv_ Thl~ I~rt M~ nnt'--n fAvIAwAtt nr mmpll9d bv $In II'lnnln_r All beam sizes have been &!zed by the Loulslana-Pacffic Woocf-E beam stzing program or by the design tables in b LPI Joist User Design Manual. Glulam beams have been Included in this drawing, without cost. and as a courtesy to our customer. The Architect I Designer I Engineer of record ls solely responsible for the original design callouts, neither louisiana - Pac:ffic nor International Wood Products, LtC. Are responsible for the design or accuracy of calculations . ,..............." the Rlulam beams shown on the layout. 31912005 . , ; -cD ~egin Layout ' I @ 19.2' o.c. ~ ,~ T T , T 1 T 1 f~ 1 ~. ~ ~~ ~~~ . T 1 1 T 1 1 1 I I I I I I I I : ~dw x~ U~ #'1 Ii I I I I I 'I I , Vi, , , , , " ' I I I I I I I I I i I I II I II I I I I I I I I i i i i Iii Ii. I I I I i ii I I I I I I I I :=b=!=d==igt~X!f:~~L.....~~~t~~~rb=!=:l:=i=J==b=~==~ =d==L; ::: i I:: rrpr: 11111:: II I I II ............ ~=~"...... ~ c@)i i i i i i i Iii i ~l29i ii i i I I ~133! I I ='tt~i Iii I 1'1 i ii'Foj"'xrunll Itfulf'xru'i'i ; i 1LPI6~~~lt,.1 i I Iii I I I" ii I I I I ~' i I :l==f=;==r=;==r=;==F=f='==f=;==r=;==[=W=l==f=,==r=l==F=l==f; "@. ,," i i i i i i i i i ~ i i i i I Ii i i I I I I I, liiiilliililllilliilllll I I i I~ i Ii: V~~x~ut I ii), i I I II i jc jc "c "c ~ jc ~ jc ~~i ~ ~ "c ~'@;c jLJ' ~ .i ~====j==~=J==~; I I I I 1,1 I ... .. " .. ..., HAYDEN HOMES THE CASCADE GARAGE LEFT MAIN FLOOR LPI JOIST LAYOUT , _ ~^~W Intrmlltional Wood Products,llC Main Level Havden Homes, THE CASCADE A (REVERSED) GARAGE LEFT ---------------------------MATERIALS LIST----------------------------- FILENAME: MAIN 11X17Grg.Lft. LPI.20W.dwg 13:56:51 GENERATED: 03/08/2005' Designed By: AARRON PHILLIPS - IWP ------------------------------1 JOIST--------------------------------- I-JOIST LPI20W X 9 1/2" (29 stick(s) total) (1/3) (2/4)(1/9) (1/19) (18/29) (6/33) Total Linear Footage = 7S'9feet ----------------------------1 JOIST BLOCK----------------------------- I-JOIST BLOCK LPI20W X 9 1/2" @ 19.2" O.C. (10 LF) --J---------------------------HANGERS-------c------------------------- HANGER Simpson ITT 39.5 (54 total) , HANGER Simpson MIT 39.5-2 (2 total), ------------------------------END LIST--------~----------------------- "Multi-ply blocking quantity does not represent the total number of plys. ""Multi-ply beam ply's are added to multi-ply quantity. Note: It is the Builders I Contractors responsibility to verify joist lengths. Blocking panels (If required) are to be cut by the BuDder I Contractor. Web stiffeners (If required) are to be cut and provided by the Builder I Contrador. , Additional non Louisiana-Pacific material may be required. International Wood Products, LLC. 14421 S.E. 98th Court. P.O. Box 1750. Clackamas. Oregon. 97015 (503) 650-9663 · (800) 875-9663 . FAX (503)657-1843 Hayden Homos. The Cascade A lRavenled).Jl NOTE: 2004.1 AIoMtlle sv.. o.Ign 1. THIS COMPONENT IS DESIGNED TO SUPPORT ONLY' THE \IER1lCAL lOADS SHOWN VERlACATlON OF NOTE: lOADS SHOWN ARE FOR tNPUT LOAD C~ (1). OTHER LOAD CASES LOADING, DER.ECTJ:)N UMJTATlONS, FRAMING ~ ~~U:~~~~OFASsp~CANm.evER.1 METHODS. WIND ANO SSSMIC BRACING. AND OTHER - LAlEAALBRAClNGTHATISAlWAYSREQUlREDIS DISTRIBUTIOH SOUllCB TYPE TOP/SlOB LOAD P1t.OM TO LOAD THE RESPONSlBIUTYOFTHE PROJECTENGlHEER "-IU-SX PT-IH-BX ORARCHlTECT. tmIi'ORM FLooR LIVR: TOP 6f. PU 00-00-00 ]]-00-00 2.PROVIDERESTRAlNTATSUPPORTSTOENStJRE WlFORN FLOOR DEAD TOP 19 PLi' 00-00-00 ))-00-00 LA fERAL ST ABlUTY. 3. DO NOT CUT, NOTCH OR DRIll LA FLANGES. .t. SHIM All BEARINGS FOR FULL CONTACT. 6. VERIFY 0lf.4ENSK)NS BEFORE CUT11NG lPI TO SIZE. 8. THIS 1PI1S TO BE USED AS A FlCX)RJO!ST ONLY. 7. PROVIDECOUPRESSION EDGE BRAC!NG AT 4O"O.C. OR LESS. SUPPORT RBACl'IO>>S (LBS)I CASS BBARIIlG MUNBBR 1 ~ 3'''' 1 303 898 .40 ~" ;Z 70 <107 19.. 161 3 ])8 545 474 652 .. 3S 560 560 20B S :;195 944 SOD :1:32 6 .. 513 90S 545 7 338 546 <In "?83 NIN BKAltIHG SIZKS I UJ-SXI 1-13 )- 8 J. 8 J- 8 MAXIMUM DBVLBCTIQIl'S CALClJLATBD ALLOWABLB LIVB LOAD O.OS. 0.23* *DBAD LOAD 0.01* TOTAL LOAD 0.06* D..". OR INTERNATIONAL WOOD PROOUCTS. LlC LOAO TABLE I ' LPI ZOW DEPllt 8.500 ~ WBB. 0.37S. . FLANGE 1.50 X 2.50. lnF 1.00 0.90 WARNING NOTES: THlS COMPONENT DESIGN IS SPEClRCALLY FOR L-P ENGINEERED WOOD PRODUCTS. USE OF THIS DESIGN FOR AHYTHING OTHER THAN GANG-LAM LVL OR LPI.IOIST81S 8TRlCTLY PROHJBlTED. AMY MODIFICATION OF THts DOCUMENT REQUlREI REVIEW BY At. DESIGN PROFESSIONAl.. MINIMUM BEARING SIZES ARE SUFFICIENT TO PREVENT CRUSHING OF TltE lPI JOIST AS DESIGNED. IT IS TltE RESPONSlBJUTY OF THE PROJECT ENGINEER, ARCHITECT OR DESIGNER TO VERIFY THAT THE SUPPORT STRUCTURE FOR THIS BEAM LS CAPABlE OF SUPPORTING THE REACTIONS. PROVIDE ANCHORAGE FOR UPUFT AT SUPPORTS INOK:ATED BY NEGA1lIIE REACTlOHS. ANCHORAGE DETAIL TO BE PROVIDED BY PROJECT ARCHITECT. ENGINEER. OR D~ER. ANCHOR LPI JO&ST SECURELY TO BEARINGS OR HANGERS. . . 1 -137 '145 U. ,,, ,,, 1 ' "SOOjl,..oo ... 1-12 CROSS SBCTION ,r 9- 4~ 0 10- 0- 0 10- 0- 0 3)- 0- 0 - THJ8 DRAWING IS NOT TO 8CAU!- HancIlkIg& EnK:tlon MIc:8IaneouIInfcrmaIlOn GanQ.tamLVl andCTR.lPI~ .>, ' .,. _... ., I Tempnrylnlll*J1'lll'lltll:btIl:*Qtgrtlclklq~ n.~d_~ltlIIbe~bylheclellgrwallhe .~II'IlICIln'IKdanIfar~LVLInllCTR,IJI'tJabtatobe pll:Inbwlclrl'lSlstlrQGInllon:altlllblldl:llgnedll'lll tlDlIlPIIIeIlndln.OtUln..lhe.....-yaxs.~lPPfOVIIml IIC*iDCIJlJIIC:IdonL . InIlaIlIdbyccr... No~_lObelA*dtolhe ~fn;JmU.cteIlgneqofU.comc:'ItellSNCtlnlll6nulirUCIllI .c-...dItY<<l~ID____...betl**l......d..fatIOd lDIlplIrleltl.W'd__"U.hn*QR~_ ~ IIlhe~CIbrtIIIlUdaw.m.rd"'lc:lcal1:Uli*'Q ..,rlr;Jrlld, ~Alll:ltlme....ro.dagrulJW""o.Ignlo.ta =eM. . dDrd_lta-.lgft. WIwIItaIhlMrcl"~ .Donoc-.notctI,cdOl_o.o.umLVLInllCTR,LPlJabta___,,-, bII~lDhaxnp;lllR. 1nll....."U.lIlrucIIncllalgn..~_~..CIllI~ n~"""'frorIlLP"'UlloIo.ro-umLVLInllC1'R.LPl.lDllb1PClary "'ondl&llprlMc*lbtu.a.lDI1W. ~L\Il.."'CTR.LPl lO"'ImlI"furIh~."........,.wyolU.pIUduI1andLP 1QIIII_....lIlIl1x.lcamber...lIIICIllWllCl.....INd.Woodlncb12 CIlIc:laImI..~~Int:Iur:SlrG...~~d ..,..., l:DlO:1w1lhc0na.c8mustbepnllKtlCl_~brC:OO"~ n1flln11alol'apatllcUa'1M. IlUrlIlIl4lPOrt II as&mId (waI, llaor bum, IIC.). LP do-. I'd pnwIdto DIKb InIp<<Uon. lNaclr'M1g null1eve IllAtd'lltectlot ~... . A COPYOP' 'THIS DRAWING IS TO BI! CIVEN TOlHElNSTAI..UNO CONTRACTOR "'tDbe~"~~ "-''''''''''' 'fbedMlgnardlllllteNllPldl\ld_1n1Ultlltlll IXlI'6xmMyWllllhh.....revlIlontdNOSInllAfTC.. DudlDatdllllldlDn~~,-*,fl:wCl'MP- ToQllDatdlftedioft..~ FIle: J:\Hayden Homes\Title Cascade l'I (ReverMdjl.LPl2OWM'oode.apx .'.:. .;- ~ '.~ '.. .... LP...~~of'_.., ~..AColporIaon. DBSIGU CRITBRIA LIVB LOAD "SAD LOAD TOT'" LOAD I SPACING . 19.:10 It... DBP'LBC'1'IOB CJlITBRIA LIVB LOAD DBFLI TOTAL LOAD DEVL. "LOAD SHARIHG I COOK COMPLIJJlCKS RBPORT . BSR-l30S 200405-W 12n4-R ICC-gs WISCOHSIH CCMC M$t 0.31 VSI: 0.39 40 PSF 12 psr 52 PSF CIC L I 480 L I 2eo 7 . DIi:YLKCTIOH ABSlJMBS COMPO::l'TB ACTIOH WITH OWED AHD HAILBD' :lJ/3:Z- APA RATBD SHBATHIHG 148/24 SPAH RATIHGI - ~ 3- B- \0' Soltwaro Provided By: LP engineered Wood Pnldllds 270e HlglWty421 NDnh WIrnk\gton. He 28401 Local 810.762.8878 NatIonal Wall BOO,e98.8105 OWG # SHEET # ........ ,cao Hayden Homes ' The Cascade A (Rovonood).J2 SUPPORT RBACTIONS (LBS). CASE BBARIHG HUMBER 1 :I: 3 4 1 306 882 907 318 :I: 71 203 :109 73 J 342 526 554 351 " 35 560 . 562 40 5 295 942 507 49 6 46 499 961 309 HIN BBARlHO SIZES (IN-aX) 1-12 3- 8 )- 8 1-12 MAXIMUM DBJ'LBCTIONS CALC.'ULATED ALLOWABLB LIVE LOAD 0.05- 0.2.. .DKAD LOAD 0.02- TOTAL LOAD 0.06- 0.48- OR INTERNATIONAL WOOD PRDOUCTS. LLC lOAOTABLE "Ii LPI20W DEPTH luau" WBBI 0.37S. . FLANGE 1.50 X 2.50 NOTE: 2004.1....""..... o.Ign 1. llilS COMPONENT ~ DESGNED TO SUPPORT ONLY THE VERT1CAl. LOA.DS SHOWN VERlACATION OF NOTE: lOADS SHONN ARE FOR INPUT LOAD CASE (1), OTHER UWJ CASES lOADING, EFlECTlON FOR PATTERN LIVE LOADING ARE CHECKED AS REQuIRED. o UMlTATlONS, FRAMING (DIMENSIONS MEASURED FROM lEFT END OF SPAN OR CANTJLEyER.) METHODS, WINO AND SEISMIC BRACING. AND OTHER . LATERAL BRACINGlHAT IS AlWAYS REQUIRED IS DISTRIBUTION SOURCB TYPB TOP/SlOB LOAD ROM '1'0 LOAD THE RESPONSlBlUTY OF THE PROJECT ENGINEER FT- IN-SX 11'- III-SX OR ARCHITECT. UNIFORM PLOOR LIVB TOP 64 PLi' 00-00-00 251-00-00 2.PROVlOERESTRAlNTATSUPPORTSTOENSURE UNIFORM FLOOR DEAD TOP 19 PLi' 00-00-00 29-00-00. LATERAL STABlUTY. 3. DO NOT CUT, NOTCH OR DRILL 1PI FlANGES. of. SHIM All BEARINGS FOR FULL CONTACT. 5. VERIFY DIMENSIONS BEFORE CumNG LPl TO SIZE. 8. THIS LPIIS TO BE USED AS A FLOOR JOIST ONlY. 7. PROVIDE COMPRESSION EDGE BRACING AT 3Q- a.c. OR lESS. LD' 1.00 0.90 WARNING NOTES: THIS COMPONENT DESIGN IS SPEClACALLY FOR L-P ENGtNEERED WOOD PRODUCT&. USE DFTHIS DESIGN FOR ANYTHING OTHER THAN GANG-L.AM LVL OR LPI JOISTS IS STRlCTL Y PROHIBITED. ANY MOOIACATlON OFTHIS DOCUMENT REQUIRES REVIEW BY ADESlGH PROFESSIONAL MINIMUM BEARING SIZES ARE SUFFICIENTTO PREVENTCRUSHlNG OF THE 1PI JOIST AS OESlGNED. IT IS THE RESPONSlBlUTY OF THE PROJECT ENGINEER. ARCHITECT OR DESIGNER TO VERIFY THAT THE SUPPORT STRUCT\JRE FOR THIS BEAM IS CAPABLE OF SUPPORTING THE REACTIONS. ANCHOR LPI JOIST SECURELY TO BEARINGS OR HANGERS. 1 ..500rI,.500 CROSS SBCTION - 9- 4- 0 10- 0- 0 ~9- 0- 0 -THIS DRAWING IS HOT TO SCALE- .. HandlIng. Et8ctIon MisceIaneous Informallon ~ lVl and CTR. LPI JcIsI SpecllIcatlons Temporaryan;l~lII1KQrorl'llllclqcornporlP n....oIIN1C1:J1l'1POl*11Ihld1Ntpedt\ldbyhdellgnlrofh .~IIIdCOlWllCtlonllorClq.UmLvt.II1dcm.LPIJDl1t1IDN plurnblVl:lfurr8lllUng~lI:IRlalhallbeclellgnedllld oompiIlelb\dlft.~"h~codlICI:II'ftplIaratpplV\l...:I &pedIlc~ nslallecIbyOChen. NaDlllil"lDbe1JAllledloh NtndlonIlnxnhclellgNfsofltll~llIuclLqbeflnl.UQttit .CommonIllllle.dr\Y.n~ID_"'''''NIJ**l.mHmumof4.fDrI0d compJnlIltlDllallar"hftamlrQlll'ld~_. ~tfh-.lgnc:rbrialllt.:laboveclolllnotmeallocalbulldlng lIIld3"for8d. COI'I1III-.d.AllQllmelhalloagr...-lhandaalgnklada ocxM~cllInotuulhl:l~ Whanltq~"al;nad .00notaA,rlCIIdI.drIIOl''''a.rv-umLvt..ndCTR,U'I.Ic:llIts-...__ belllllll*llDh~ andMrllled.hCuclunllclaalgn"~.shDwnlnlhil~ InpubllatladINt.WlalWlllLPanrllMof~Lvt.andCTR.LPIJoi1l1txKU1tr'/ b81edondalapl'ClYlQadbyItllCUSlDmDr. Gang-UmL\IlandCTR,LPI IDhllmlllMtfonh . ." "WlY~wanantyalhproductandLP luIIla..madelllllh:llAcanblranllwllldldlad:~Ioad.Woodlndlr8d dIIdaImI"ImpIleci~lncUSIr1Ihlmpllecl"""alrnenNItalllIlty 1:OI&ad\lllllhggnc;qle....be~.requlradbymda.ConllruJus anl1lllnllufor.pIl'llcU.-.... '-alllQlllltll.....(WaII.Iloorbeam.I&e.).LPdoeInotpravlda , lltl-Ib kIIpadlon. lhlI drawlng mull: hlve.nAtd1ilaCl'f; Ol'Eng/(IMr'$ aU . A COPY 01' THIS DR4WING IS TO BE GIVEN TOllE INSTAU.JNG COHTR4CTOFt .nx.dIOM~"'~docvnala. Deolgn C<Uarla 1llaa.lgnanllmalerlllltpac:Ulad..ln~ t:I:IIlfotmly....ltlI...ravIslanaafN)$ anllAITC.. DudloaddafladJonlncU*~tadtJrb"c:rMP- TotaIload~ "Nlant8I-. LP".~ndamlJkal~Corporallon. FlIlII: J:\Ha)'Cleq.Hon1et\The.zucacM-o\ (ReYerMd}\LPI~ l-'.," ._:7 .. ... . ,., . , , - MSl: 0.32 J DBSIGI:l' CRITERIA VSt..o.o4O LIVE LOAD .0 PSF DBAD LOAD - 12 PSP TOTAL LOAD 52 PSP I SPACIIro 19.;;1;0 IH. CIC DBi'LSCTIOll CRITERIA LIVE LOAD DBi'L. L I 080 TOTAL LOAD DBi'L. L I "0 LOAD SHARING. 7 . CODS COMPLIANCBS REPORT . BSK-l305 ;;I;00405-W nn4-R ICC-BS WISCOBSIN CCMC IDBYLl<OT"'H ......... COMPOS'''' l ACTION WITH GL1JBD AND HAILED ;;1;3/32- APA RATED SHBATHIHO (48/24 SPAN RATING) - 9- 8- 0 Software Provided By. lP Enginoolod Wood Products 2706 Highway 421 Nonh Wdm/ngIlJn. NC 28401 Local 010.782.Q878 Nallonal Wala BOO.99Q.0106 DWG # SHEET # . ...... ' lCOO '.'