The URL can be used to link to this page

Home My WebLink AboutPermit Building 2004-1-1 . , CITY OF SPRINGFIELD Development Services Department Building Safety Division Residential Plan Review JOB ADDRESS: 4366/68 Forsythia CITY JOB#:2004-00090 OWNER: Steven Houser PHONE: 747-8034 CONTRACTOR: Owner PHONE: Items listed below (if any) and those marked in red directly on the approved pennit documents are incorporated into this proj ect in addition to any requirements appearing on the construction plans and the City standard document entitled "Single Family and Duplex Construction Most Commonly Missed Items", A corresponding 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 International One and Two Family Dwelling Code as amended by the State of Oregon unless noted othetwise, 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 agreement 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 VIOLA nON OF ANY OF THE BUILDING SAFETY CODES OR OF ANY OTHER ORDINANCE OF THE CITY OF SPRINGFIELD, ~ PLANS REVIEWED BY: I' . _Bob Barnhart_PHONE: 726-4652 \, The grade away from foundation walls shall fall a minimum of 6" within the first J 0', Drains or other approved means shall be provided to ensure positive drainage, Except when restricted by Jot lines, (R-40 J .3), . 2, Provide openable egress windows with a minimum net clear opening of 5,7 square feet. (Grade floor egress window 5 square feet), Least openable height 22"; least openable width 20"; maximum siil height 44" above walking surface, (R-310,2), , 3, Provide 5/8" Type 'X' gypsum board, or equivalent one-hour assembly, each side of duplex party wan, and extend to roof sheathing, (R-320,1), 4, Electrical outlets and approved wan fixtures in the fire separation wan shan not be located back-to-back. Use metal boxes no larger than sixteen square inches placed in separate stud spaces for the two dwening units, (R-320,1), 5. Plumbing penetrations through the fire separation wan shan be made using an approved non-combustible pipe material. Penetrations shan be sealed in an approved manner. Coordinate this requirement with the City Building Inspector. (R-320,3,2), 6, Provide approved "smoke" detector, Detectors shan receive their primary power from the building wiring system and shan be provided with battery back-up in the event of power failure, An detectors located outside of sleeping rooms shan be interconnected, Detectors shan be installed per manufacturer's instructions, (R-3l6,2), 7, SMOKE DETECTORS ARE REQUIRED in each sleeping room, and areas providing access to sleeping rooms, and on each floor level. (R-316, I), . . 'l ,t"IJJ- '~'\6 '\ \ ~ ) \~,i -....::~r;;1./ ~~~" J I ~."""I::> 1 '\ (PI "'i:. ..., ' -'\ ' '). ~ \ . "'" .,;-,;;. /\ '- - ~ ~.. ~ .</4"'''''''' _.3D' ' ~_-,.;;,'C:":c.~/;,;,... " '~09' v ,/4s.",/' Sd'S'.......'~-~ ,r _-.~ -- - '[;- "-r- .-.-j---/7.,r--~= 7 I ~"\,,,.v. ~\ ~ \ c.., ,.<I A I'p ~ I ~ ~ '^ I .. '" ;" '" ^& j I ~-=,--,,": ~' , . \,,~ ~ u:1i II ':1. \Ii (,;( <J. /:/J~ (,J8>'P'A'--'f.- ~ \i3 .... "'". ,,~ or (/ ~~ I'f' filII 1\ ~ ' , '..."", JO~I-" ~ I~' 'II / " " \" ,1 ~ I ~ ~o ,,~. II'" I. / , .. t. J p, "" / -- I~~~~:' ~.- -,t-\... ~~f /~~~v~1/ ~~~~'i &.1;6 v~~, -.::~ d "'<OJ ;' .....ZI!; J' 1 '" ~ r.' ~t' I~' ,~' I ' <:. . , _d_ /' , " ," " " "&,.- '-~Oq" .' " ' ",' /,~' ", , '" " d...~_ ' " V /'" ",'1' ;; 9-,.1>>. iI" ~ ~ ~! ~J\ ~ "''''1,' sm'.f7c' " ~ ~ CJ \~ \ ~~~~ ~~. ~~ , ' 4~/o" '''"'',''~" I ,_~'J''''''''''-''' It }, ....A l \, ?',PU-~ 0 U. ,,~"', I ,(//~'<;t7;,ft)c-.7/' \ - ~'(p oJ v " ~ ,I \, ' 'l \ 6'0,00' ~ ' , I l.. _ _ _....v,-.so-'- - - .J..v~:s,\ ., 'E- -~='- -' - - - -:: I s~,~T< I \ ' ~,~-..- -""~,,,,", ,. - - - .-----" ~ \ S'~~1 ~ ~,'\ ",6..~' !\J>~ .~ :: ~ "\, ~ I I . \' ' ,....,'" '\:... '""'. '" ' "" ,~, .;< ". l' \@ ~ lI' I "-,"", ~ ~I>' ~ h 1:. 'l1 ~ ~ '" ~" ~ ~ · ~ .~ v. R ~' ~ ~~",,~ '~8 · '" . ~~. ~ ~ ~,~ v c:, I 1>.., . ',j ~~, '->-, ~ ' ~ ~, I \ ... -t.. j4~/J.. t' ~ Ii. ,\-",'~ ,\\ .J~u-,p. ~ \ '" \ " I \ 5',Pue . ~-o' ~ \ \ ' t '_-..,-; t-"" '" = - ....$;,. - . . ':;';';;0"-" =- - ;;;,;;;., - - - - - -. ~..... J~.87' ~~ .__f.fl /o.5-t</' '\ T c . _~.FC.=-~T . '-;<' ,,' --;"'89~'E -.5-02" F~ P, s,/1 It j A "piZ.\ Vt:: 4,;>.,,08 ' t /3'00' 75-00 ,. 75.00' . 7.5-=' 7S= ' J V: -+ -- --- -- -~ j_----.-------.----- \'_'_--- 1\ [2."'"- ,~ I I . , tf, ,?,h) /1 '23z"~' If '34-7 J' ,:.'/'1,-"",", \' : "t. '1 11 ~. ..,-7 0 } , : r 1f;;5'9 ~ ~ ~ ~ ~ \" ~" \~ ~ \ :~ ~ ~ 1\~ \"" '\ l'<l '\. 1 ''-1 ' '" \ I "" \ \ \ 1 ' ' I " ~ ,d \ ' ' I ~.9.~t::7~~ ~-""2'9:""-"",t:,~~a:>h "=<,,.9.,;.5'<:'75a:>' ,i',~tt4't:'7.:rOO:J' R'.76d.~.I:.'7-!a:> ~" '. ~~~L__ _ _~o'''~--' L eO~~"4o!1' .tf~'.45!;!4--- L4'ovL-- - ,- :-7..'''r'' ?!,,~' '~,"""'"""" U!!' . Q8="",,;if",," ;J>p~'i<~ ~~' " ~,.,''''W- J _. / J ' R-Sw;?.9.t:.S' d,tf,''/O'08* ~,~/4' C~' ::z~ .8<X)r# K<FC:C. y .c:::Oc,C,M./C; R),,,40 )1"\:". / 03,,"'-0/ ' '-- ~ , ~ \~ ~ , , I( '--h o ~ .... en en .... o z i ~- -- '-- ~ 't ."' ~~ I ~ \'\ 'P ~ 't ~ { I r . .~ I f'l .... I :1 \ "'\Ill 01\19 I~ '01 ;. ~ \ '~ ~ ,0 \v !W :, \>1 '.' '\J ~I l Cl '\ I' " Ii . I , .- ~6':9'!.:r7 ~- +.;>.<=, , ~ ~ \ ~ \:---. 'v~~ ...... ,\1'l" ~ -- ~~, ~ .J! {i flc.. ~. \:J ~ , /0$. Q/ ' ~ ~ eORS Y77i/A -. ."" ~ S/.IC"r-F:r -...,.' - - - A/'S1~'F .-s:o,,' ~47' ''.. -, J...,r,o/ ' ," - -:'1'~,Q8' " . ?SQ::)' '7.:f;a::J 7$.'ao" 7S00',. , ?S~. $. ;------ -------'------t--------, r--- ----- , 7-"'>(,/<". , ~ I [. '_ :\)' j ~-",>(,/.r., _,_ I ~ I r I' ~ ~ ~ ~ ~ ~ ,"I i ~ I ~ &,~ ~ I~ 1 I r I \' I 1 ~,. '~~ II . " I I -:.....!:!:.:'=~ 1I-*1'S1.~'':'?St%>, ",~~.=t%>' r-SIIJ'1I.~'~.r-rOO:J' _d.~'t!.r-rt%> "..- L.Q-..;~ ~" - L .I.., . 4'''' ' ,~4r: -- - 4.'... @- .t!.o.1J!?J!4" ~"M1M~ ...:..!:: -....:,.>- - '-7' "',__ '?' ~Mlel"'4J1'~sao _ .v~~~--7Sao'-'"zr....,'-';W~' J41r.M'.N__.- _:~8 ~ ~, ~ ~. !'t . ~.' f , ;:1--1-'-'-,' . ~ ./ : \-J- - / "d.. .' ./ ~ ^r~~ , ..~ ~'/" 5"",;", '<-'Ji> ~~; <1-47H.sTI€EFPr:~ I' ~-t' , , ~ .. i-/-' "t'1. '..-: .'... i' ~.'::.;~ ,/.5*,~.?H. .....-4' :er-'~ '..~ ~.. - t- ~ Z.~:5-B"C,'P.- t ", ~ . ,.,,~ - ...r ~ ~ "'-'J-I2:'-..JS.!'.C.p.r.;': ..',' i. or"....., . ');~.\" ',- .ta......... ..!. _10 C;.(;:, . _ _ ,...."...._.........._ ___ I ._ _ _ ." _ .h.. ~ i='" ,f." - . p:J"~. ... .- .J 'C; ~{I'-l :~~ ~ __.3' ri ;i. - (":. ~ \.' . t :, .',t~ ':., I ~ -~-~-""~,;s:~~I~o-;;L~'-~/. J:t.; / ..~ >Tll.~~. 1I'IV,~Sl..(,'1 " " 71"'''' I ; ",!' ,/ ~~~~ ,/ 9 i ! 6 CON....., , ~ C!:....~ ' " ~ I ./" ' ~ 2 ' I 2. 0 '-un '~ll' I \ ' , '>(' J 4- I ,-,", /, 0<; ,,/, '\ ~ : ~ .,"~ '~ti 0( $'P,(,).E, I I , 'N~::I'l5.1~ .' ~ ,t ' ,_~O~5UTP, , ' Y., "~i)"' ~ ..-'AO,o. / ': ",,' < '/,;,,,,,, " \~' ,t;r;~~-~ 1/I;,','~6~' ,~,' ,>,:/ !~~'I' "'1':1 \. ~//l ~.'L':.'1,: ,_ '" ~ - J "~', / ;.,.,.. , '''''''/7,. '3 jo. ~' -..,..,., ",' fnoo (ONS-r:. S'1'.D cA" I ! ,.' ; ., < :t _ _ 0' :::." ......-..' INV, ~H,83 I ,.' , ,,, .. b '< "C $'1 ll";;';;~~.3';" I "tOP' 3 0 / I' ,/ ').~. :, ~ -< " _ ~ ~ l ~ . I ' " I ' , I I f ," (,~.f":~3I' \;. .,,/ I! ,.." G',i?~.€./'" "0 "': :J'~'::':"'" 1/,1 -J 'N'Ad,€. 'E:: J '~'I I' .-' "l::, ~ _ '_ I r 'p t)i ','I' j ./ --L ',..:;.:1", I', "." ~ -'7- r I '\ ,- -, - - .. ..' ~.-' is't '- . 'o.~, I 0,/ ~_, -';'- r- -/----:~~' ,_"I '!~. 9>' 4SS' 3' ..... ' .... I~'S. 0..00 ...~' .' 'I' ,,',..' , ,)-38 ,,1';, p - 6' ~ ~ '\ ,,~~( "'hi iT ~I\N. Mil ;T I '~,: ~'.... ,/ ,/ ' ",.. /:1,), , ,~. ;;:.3';:r/;.. 'I - 2b ,\' I J /P r',,-, ~''7 ..,-' I J/ /' "'C)'.L7'q(,)f~I'/ " I " I ""- ',,-. / . / I ,/ i' , . ,\,< "SO ''-.... "J'~" I /~+~2. "'91~"! ..:.-=-" .~-r \#~,o;~1 "J.~ ~,/<,(1' //" J S^N 11~ "-'-'-I:"" I ~II" ,\~J_ '~I /~.-<,#~:X" '-....V 24- /1'\1 ;7' /I"~\: ~'_ ~~""6" ~~ / ~o ,~ ~" '(,:~ :'\./ ,/ ./ ' /'.1 ~~ "'.'.Sf", /' ~ 1 " '\~'Io: ~ '-.... . J J." /' /0'k j -. ,I{) \ I' I 7 ~ ,...//23 (,O~"',/ ~, ,,' . i' ,/25 ?O~" ,;.,:s;. \ '" '. ,~;~ .,/. ~~~ ,> ~I,"/ '!l i~: ',.,.~,I" \ ~/P;U, €" /!;.~~ I\~" ..5'/-7.U,EI " : ' ~'f'7S', " 1.oo\s,w, ~ , ' ' ~ I I( ~ } /,-' / " -..' ,. ./ :-;'1 (O'ls-r::.>y '" ~~ .;~ __ 1 __ __ L: ,~/ /1' / ", I,;t.~koo \1, "&.....,.~,~ ~' ":"', ;. I ' 'I;: '.$.~ '1-1.....$' ,,' .,' J ' ~ '" 1 . -- .,:~ ~'__S..... , ,/ 1":"" ~>!P, 2."'1'.: R:":~ "i ~~J "-, '-1.;;' .',-- ,': .I,(),;::!()L!. ,~x..... " ---'I' ~ '" l , ,/' ' Y""'. t....' tl ',' ,~~~ "1'" / 8 I '/t50 c.o~~.~c,o, ',/+30 'oN~-f, 6 " ,oj r,' '-""',~T, '\'I.~ -+ ,// ,.,.. , '~...SI'N.C..r-:--+- in' "'~, B""'''~GI _ .1/+',"'. (.Q~JST:, I / ,'- ~..~:::../ !lYl '_ ' -~,.: f ""5~'.J. ,< '~"'" , SI\N. ,MI-/, ~ ". ,.- "-< 1 :--V', :"',SlId..f', ~ .' ", ",. I ' ,/1 ---- ,~ , .s . --;J~ 1\., . ' . ,/ /22 ,,- / ,/ '7j:Jff' ./..,,~ Z~t.-4tt 'T: " ,,": .. :--' ~ I ~"~\<';,.63' , ,/:,II~ , /"," '~'~i~ ~;'O'~tJ~l; ;"r, ."~~~"I.~ " 2/ //., ;?Oll-~'; ~;'\.\, /1 ;.r l ' / ), ,/F~~,.. I,\F(\ .,,, ,. !" ':'/ " / ~ ,'Ii ~~l .. \Jl~\/,v,(T~ : -:--:- :4, ,:-:--;-: '-:-;-'-7-=;1 eJ!: e, - - phi" -r:' '(.tlP.', '''iiii.;.'\€i,:~ 8" ~...: "',, .:',:,:,,!:l'~",;"."i' ,/544- Afl,R.ICA1?E.,' " \~^P~",~'''\..:.. ,'.': :; ;,: .i~:1z.:;:,,,.,: · ! : : : , I: " ," 300' v. c ; ::::'::"1,?'i, tlilii.:~j't~.~}~:),:' i : : , '. '1'1.5<1'<-., .. ,.. ',,' .; , i "'-'''' ..-...,...-.,......,....... .....-.--... w ~ ~..'. . - III ".: "=v"'-I"';"~::,."':,..:, ,~ ' 13 , _'51':;. (,). to:, , " : i. /o'"P.U, ~ . ;5 7' ~ ...... lXl " dl I I ' r--.' ! I i I I - :-J ' J 81 ~, , I I__~J c~ " , "'j~ I -f-i [_1-J1_! I I I I 11-,1 ~ I 1/, I "" I I P'.:> ~ :-... rl I '" ~; , I I ~5) e ____ :2 I I~ ...... ~ I , " I 6 I : ~"I", . . ~~ I I . . I ~' j"-. . '(, "-.1 1/1 /~ '" , '-i'-I'- . I I I I ' . , (7) A' ----~r - --..., I I I rl . .; ~- .. I ", : : f-I I i " II r ----: ~ I , '" I I ~Roofline 3D LayoLt ~IS;::J~&., STEVE HOUSER ''If'~n man n R\ n 4362-4366 FORSYTHIA COURT U (b!Jgl!:ndJU'\\6 SPRINGFIELD, OR I~-^'''v'-^.~I.s V stem; :; SALES REP : ABeD DOE OATE : DSGNRtCHKR ABeD I ABeD WO* 02060480 Cate 2/7/2004 10:57 Total 42.0" par DurFac-Lbr: 1.15 OurFac-Plt: 1.15 O.C. Spac~n9 ; 24.0 oesiqn Spec : uee fTr/fCrq I 49 I 6 TC Li v. TC Dead BC Live Be O.ad 25.00 par '7.00 pat' 0.00 par 10.00 pet' . Job Name: HOUSER ~ MOSHOFSKY "''''.....,., TRUSS 4445 Nonhpark 0/. Cole Springs, CO 80907 TrusPlus 6.0 Ver: T6.4.2 " . Truss 10: HOU-A1 Te 2.4 DR #1 Be 2.4 OFl #1 GBl BlK 2....4 DR ST ANOAAO PLATE VALUES PER ICBO RESEARCH REPORT 111607. loaded lor 10 PSF non.concurrent BClL. BUILDING DESIGNER MUST VERIFY GABLE lOADS! [+] gable bracing required 0.58" intervals, ~.P8:~rir ~ti?el~~~a~Ps\'f!8J~~35. ~~:~n~l~M~ f:fUi'ciiJ~~ITE RESULT OF MULTIPLE lOAD CASES. BEARING REQUIREMENTS shown are based QNL Y ~~\~~hrue:kTI,tgNahll~EtffL~':~~'VAlUES. End verticals designed lor axial loads only. Extensions above or below the truss prolile (llllny) require additional consideratIon (by others) for hOfiz. loads on the bldg. 1-4-0 1-4-0 4.0-0 ....-0 4-0-0 ....-0 4.{).0 13-4-0 1 2 3 " 5 6 7 8 9 10 12 ~ 7~- .3 ... d' ~-w:-: ~ ~ ;,-APV -_-1'~ 2-3 8-~ .15 SHIP .. :I: 0-4-3 ~ I 1314 15 16 J 4_0-0 ....-0 TYPICAL PLATE: .1~n 17 18 19 I 4-0-0 9+0 "... 20 21 2221 J 4-0-0 J 13-4-0 OVER CONTINUOUS SUPPORT 1-4.0 ,....0 Truswal Systems Plates are 20 ga. unlest shown by -18-(18 ga.), "H"(16 ga.), or -MX"(T'w'vMX 20 ga.). posilionod per Joint Details R.port. Clrded plates and lalse frame plales are positioned as shown above. Shift gable stud plates to avoid oveI1ap with structural plates (Of'stapl.). W ARN/NGRead all notes on this sheet and give a copy of it to the Erecting Contractol ThlI.OMlgrI.......~bullclng~nolnuspt8m.1I ....~baedonapedlcllanlproyldedbytWI~menufacU. ....,doneln.ccordanceWllh1h.o.nIllllV......clTPlond,.,PAdMlgnstlndwdl.No~...............~eccuracy. OInwIsIonaw.......vwlhdbytWI~ a'ldIorboJil4o>g ~priorloletlllcallon. TlMbulIcIIlglllesign.-maI__1Iel tWlloedtutllzed,,"1IW6nIgn_ot.._tWlludng~by1helDc:lllbulclng codeend"'pertk:I.Uf~. TheMlgn_ _1he~d>onl""""bracedbytWIroototlootshHltWlg_tWlboCornchordlllatwaly~by.rlgld~mm.Ial*dy alUocn.d..........~.noted.Bredngel-......letera/luppot1of -.--.....m..otIyllll..a.c.~Ienglh. T1acompolMl'lC ......nol...pl.ecedln..,.,.......___...QUMhmoictur. cantentcl1hewoocllO..cncllt'lloMdlot___pIa1e-..lon. Febr\ealll.han<Se....lalendbr_lhiI......In~_ 'JOl.NTOETAIlS'byT__.'AH$lfTPII.. wrCAl'-I/\kIOdTtuuCaunc:il 01 Amerlce Slendetd 0ftlgrI A . 'HANDllNG IHSTAl..UNG AND BRACING METAl. PLATE CONNECTED WOOD TRUSSES'" ~B-\lll_"HI&4l1 SlJWIoARY$HEET'byTPI. TheTNA PIm InetiluIe (TPl)..Iaated.tD'OnoHoOltv..MeIitorl.~S3Tlt. TheAmwk:w1 Fotal end P....Aaacodellon (AFPA)" IoeatMCl 1111 I" heel,fIN,Sletoo.WeI:IingIan.DC2DD38. Qtv: 2 This truss is dellgned using the UBe Code. Bldg EnClosed '" Yes Trun location'" Not End Zone Hurricane/Ocean line'" No , up Category II C Bldg lenl<th '" 50.00 ft. Bldg Width '" 20.00 ft Mean rool heiiht = 11.51 It. mph '" 80 UBC Standard"Occupancy, Dead l~d II 17.0 pll ElPIlA11ClI DATE:_ 2/9/2004 Cust: HOUSER WO: Drive_C_hou4_l00005_J00OO4 Dsgnr: #lC = 14 WT: 133# TC Live 25.00 pst DurFaes L=1.15 P=1.15 TC Dead 7.00 pSf Rep Mbr Bnd 1.15 BC Live 0.00 pst D.C.Spacing 2- o. 0 BC Dead 10.00 pSf Design Spee UBC TOTAL 42.00 psI OEF .Ratio: l/240 TC: U240 Job Name: HOUSER Sf o. :-gx B'Ef~\6.IZ1.JJ.EQ'O 2 13.9.4 588 5.50" 1.50" MAX DEFLECTION (span) : 1I999 IN MEM 4.5 CLIVE) l: -0.06" 0= -0.04' T.. .o.II' Te FORCE AXL eND CSI }.2 .1366 0.01 0.570.59 2.3 .111 0.00 0.57 0.57 Be FORCE AXl SND CSI 4.5 11970.200.170.37 5.6 1178 0.190.17 0.36 WEB FORCE CSI wEB FORCE CSI 2.5 177 a.Gl) -} 70 0.04 2.6 .11330.85 ~ MOSHOFSKY ~r~r""'1 TRUSS 4445 Northpark Dr. Co/a Springs. CO 80907 TrusPlus 6.0 Ver: T6.4.2 " . Truss 10: HOU-A2 TC 2114 OFL fll Be 2114 OR "1 WEB 2.4 OFl STANDARD PLATE VALUES PER ICBO RESEARCH REPORT "1607. loaded lor 10 PSf non.concurrent BeLl. PLATING BASED ON GREEN LUMBER VAlUES. ~~f~n~l~~~ trfUl'ci;J~~lTE RESULT OF MULTIPLE LOAD CASES. BEARING REQUIREMENTS Shown are b.ased ONLY on the truss material at each bearing. Shim bW"ings (if needed) lor req. support. End verticals designed lor axial loads only. E.tensions above or below the truss prollle (if any) require additional consideratlOfl (by others) lor hOflz. loads on the bldg. 7.3-15 7.:}.15 6_8_1 14.0.0 2 ~ 3 3-4 /IT ./" 3-11,. 7.-3 ~ 8~ ,15 SHIP 3-4 3-<:. .10 1 3-4 .. I 0-4.3 O~. ~ I 4 ~ 1.4.n_.Q 5 .' 7.3-15 7-3-15 6-8-1 14.0.0 Truswal Systems Platos are 20 ga. unless shown by .18"(18 ga.), wH"(16 ga.), or "MX.(TINMX 20 ga.), positioned per Joint Details Report Circled plates and false lrame plales are posiUoned as shown above. Shln. gable IbJd platos Ie avoid overlap with stNcturaJ plates (or staple). WARN/ NGRead all notes on this sheet and give a copy of It to the Erecting Contractol n-. daigno." "" lndYlduaoI buIdng ~ not lNU .yslem. II ha Men baed on ~kdcn proWMd by" c:omporMnt 1IIId000n~wllh"'CIlIf-.tv___oITP1..-dI-FPA~~o.. No~ID..-...d""~8CaftI:y. ~..be....nhdby"'~ mdIor-....g da9-priDrIDlabrUIon.. ThebuldngcM9MrmwtMCWtaln.... ...loeo.utllzedon....daignmHlor..CMCl...Ioadng~by...__buIcIng ___,..pefIcUw~.The~_ Ihatlhatopdoord.laWralybraoedbyllM"""or'-ahMlWog..-d...boltomdoordlD latwdyw-dby.rIgkI~rnmn.rctr.c:tty .llIodl.d.unIeuOCl'lollrMM'*-d.Br.cing-'-."latw..~oI ~me"""'cnylDrtKt.H:.bucdngltn;lh. Tta~ d>dnot bepllleed in.,..,. erMronmwlIlhat""'_.... malaluf. _01 11. wood ID..-.l 18% an4Ior___pIno con.... Fllbrkete,handI., in5td Md br_....n..ain_~wllh '.IOINTOET"'U>byTrwweI. 'ANSIITPI1', WTCA l'-WoodTNUCouncI 01 A.meOce Stanclafd Oalgn~. ')W\jDUNG lNSTAU.lNG AND BRACING METAL PlATE CONNECTEI WOOO TRUSSES' -(HIll-ell end'Hlll-el SUMMARY SHEEr by TPI. The TNU Plllte Ind!lIIe (TPl).~1II0'(lr-.t10 om..,UadHn,WlKonUlIJ7Ie. TheArMric8nForatendPeJ*ANoddon(AFPA)o.loutedllltltllMl S.Hl.HW.SleIOO,~.OC20038. Qtv: 14 UPLIFT REACTlON(S' , Support 1 .11610 Support 2 .1451b ThIS truss is designed using the use Code. Bldg Endosed . Yes Truss Location.. Not End Zone Hurricane/Ocean Line: No , Exp Category.. C Bldg lenlrth. 50.00 HI- Bldg Width '" 20.00 It Meanroolheillht.. 11.::lltt,mph: 80 use StandanfOccupancy, Dead load. 17.0 psI ElPRATIlJII DAlE_ 2/9/2004 Cust: HOUSER WO: Drive_C_hou4_l00005_JOOOO4 Osgnr: #lC = 14 WT: 79# TC live 25.00 pst DurFlICS l=1.15 P:1.15 TC Dead 7.00 psI Rep Mbr end 1.15 BC live 0,00 pSf O.C.Spacing 2. O. 0 BC Dead 10.00 pst Design Spec UBC TOTAL 42.00 psI DEF .Ratio: U240 TC: U240 . Job Name: HOUSER ~ MOSHOFSKY h-r~r~11 TRUSS 4445 Northpark Dr. Colo Springs, CO B0907 TrusPlus 6.0 Ver: T6.4.2 " '. Truss 10: HOU-B1 TC 2)(4 DFL ~1 Be 2...4 OFl #1 GBl BlK 2)(4 OFL STANDARD PLATE VALUES PER ICBO RESEARCH REPORT "1607. BUILDING DESIGNER MUST VERIfY GABLE LOADS! (+1 gable bracing reQuired C sa- intervals, ~ee:P8:~r~Y ~~~1el'b~~a~fs~I~~~~35. ~~N3n~l~I~~ ~fUl~J~~ITE RESULT OF MULTIPLE LOAD CASES. BEARING REQUIREMENTS shown are based ONLY ~~A~~~g~lsEttb~ha~Eel:te~BEft. VAlUES. Qtv: 2 This truss is designetl using the UBCCocle. Bldg Enclosed '" Yes Truss Location '" Not End Zone Hurricane/Ocean Line'" No . UP Category '" C Bldg lenRth II 50.00 It, Bldg Width '" 20.00 It Mean fool height'" 9.42 It mph = 80 uee Standarc:fOccupancy. Dead Load", 17.0 psI 2-ll,O I 2,8-0 1 2-8-0 -<-0-0 2,8-0 I 5-4-0 Il-O-O 12-0-0 fWWl I, A-n.n i 3 . . 7 . 9 rroo .5.001 3-4 2-1 )-1 3-; 3-4 , 0:4=', J 0 J ""~~1 TruswaJ System. Plales ara 20 gs. unless shown by "18"(18 ga,). "H"(16 ga,). Q( "MX.('T'M.4X20 ga.), positioned per Joint Details Report. Circled plates and false frame plates are positioned as shown above. Shift gable stud plate. to avoid overlap with.trudur8I plate. (or ltaple). WARNINGRead all notes on this sheet and give a copy of It to the Erecting Contractol Cu,!: HOUSER Tb.dnign........in<holdu8IbLablg~noIn.usys!am./t habe..baMdontpecikdonitproo1GMlbtflecompGfMllt WO: Drive C hou4 LOOOOS JOOQ04 anddon.in~....IhIMCUIf_v""'ofTPlanclI#PA~stallIWdII. No'~.aallNdlor~~. - - - - ~.labevllril~bylhe~ItIWIIIlacU.-.1IOIbuikmgMJill'*priorlOlatrlcalion.n..buldngclMlgrwll'Ut---._ Dsgnr: #le= 13 WT: 70# "e....=;l'l&:l.d...lhiuleslgn_OI'..UMI...~~by\he\oQlboMrla coo....dllll~____.TM~_ TC Live 25.00 psi DurFacs l=1.1S P=1.15 1h.l1ll>elopc:hoodllLat.alyllrKadbyl\erool.__~andlheboClDm_d. "_dybracedby.tIpicl",",*",~drKly albld>ed.IrieA~noc.cI.IlrKlngIt-."IDr~"suwortol~_"'lOl~tluddnO~.m.___ TCOead 7.OQpsl RepMbrBnd 1.15 5h..J>OIbeplaceclir..nY.......llIVT*lllhat......_I'M.....a.. cantenloI,.._O.UOl.CHd''''~_---*''piI\II~. Be Live 0.00 psi D.C. Spacing 2. Q. 0 F~.~.Ntalandbr_ lhiatruun ___..till 'JOlNTDETAILS'by T......, 'ANSlITPlI', WTCA 1.4NDodT......Ccud lI1""-"eaStanclarclOnlgnR~. 'HAHDUHGlNSTAWNGANOBAAClNGMETALPlATECONNECTEOVoOOOmUSSES' BC Dead 10.00 psI Design Spec USC -{H1B-811~'HI8-81 SUMMARY SHEET by TPI. TheTn..a PlaWIn&IlI.M {TPllillocatecl.tO'OnoHo OrM........,.WKonIln ~11.. n..NnericanF...at~P_AModdonfl#PA)illocIIled&tllllll11h S"el.MN.&.aoo.~.DC2OlI3e. ".0-0 ?Q,ll 10 11 1.8-0 I 2-8-0 I TYPICAL PLATE: 1.5-4 l?o..n 13 I 4:,0-0_ 12.0-0 OVER CONTINUOUS SUPPORT 12 7.8-0 5-4,0 ,. 1,1-2 6-0-0 15 I ,. 17 TOTAL ElPIRATJat DAre _ 2/9/2004 42.00 psI DEF.Ratio: L/240 TC: L1240 .. . Job Name: HOUSER SF 0- :Jj>C 7~f[V58!Z~ .5~~Q'D 2 11.9.4 732 5.50' l.50' MAX DEFLECTION (span) : U999 IN MEM 4.5 (LIVE) Lo;; .0.03" 0::: .0.02" 1= -0.04" Te FORCE AXL BND C51 1.2 .759 0.Dl 0.28 0.28 2.3 .759 0.010.280.28 Be FORCE AXL aND C5J 4.5 643 0.100.190.30 5.6 643 0.100.190.30 WEe FORCE CSI WEe FORCE C51 2.5 164 0.07 Truss 10: HOU-B2 Te 2)(4 OFl #1 Be 2)(4 OFL #1 WEe 2x4 OFL $1 ANOARD PLATE VALUES PER ICBO RESEARCH REPORT #1607. PLATING BASED ON GREEN LUMBER VALUES. ~~lt~n~~g~~ ~fUJtriJ~6~ITE RESULT OF MULTIPLE lOAD CASES. BEARING REQUIREMENTS shown are based ONLY on the truss matenal at each beanng. Qty: 12 UPLIFT REACTlDN(S): Support 1 .1l61b Support 2 .1161b ThiS truSS is desIgned using the use Code. Bldg Endosed ::: Yes Truss Location'" Not End Zone Hurricane/Ocean Une ::: No . E)(p Category :: C Bldg lenRth:: 50.00 I~ Bldg Width:: 20.00 It Mean rool heil<ht:: 9.42 It. mph :: 80 UsC StandanfOCCtJpancy, Dead load:: 17.0 psI !3~O-O &-0.0 &-0.0 12-0-0 Fi..n..n 12 Fi._n_n 3 rs.oo -5.001 3,5 2-1 }..1 3-, 3-4 3-4 , riT1 " ~~~ ~F1 j ',... ~ MOSHOFSKY ~r~,...'>oQ TRUSS 4445 Northpark Dr. Colo Springs. CO 80907 TrusPlus 6.0 Ver: T6.4.2 " - ?_n_n 4 1?_Q-n 5 I I &-0.0 12-0-0 . &-0.0 &-0.0 Truswal Systems Plates are 20 ga. unless shown by "18~(18 ga,). ~W(16 ga,l. or "MX"{l'VvMX 20 ga.). poSllloned per Joint Details Report. Circled plates end false frame plates are positioned as shown above. Shin. gable stud plates to avoid overlap with structural plates (or staple). WARNINGRead all notes on this sheet and give a copy of it to the Erecting Contractol Thiadui"'i&loranindi\/i.dualbuildinllcomponenlnoltruusystem.It....~iJt\b..edOlleped~lI'<Mdedbylhe~lfM/IUblctur. and cb1.1n .ccordanc.wilhlh. Q.oT."'''~ olTPl and f'.FPAdui",atandarda. No.eaponaibiIltyla .....medlof oI/nMWionaI.caa".qr. OIrnensionNr.Io~"...liedbylhecomponenlmanublclur.andlor~duignefpl\Cll'tolabrlcallon.ThebuldingdMI"'*"mual~\tLat Ih.\o.adl uIIIiz.d....lhia deal", meelor......ed 1h.loadinllimpoudby"'" locaIbulldinll co.s. nlhepWljQboreppieriorl. Th. dQign.......... 1h.1"'" lop a-d iel.terallybr.....dbylh. roo/orloorsn..~llandtM botlIIm a-dil Iateralybr'acMl by.ri~llIl.etnnllmetalaldireclly .llached.unleMolh....,;..noted.8r.c:inllsh"""'i&lorlateralsupportof<:orJ'4lO'*lb_~onIVlO~bucldIng'-'gIh.Thi5~ llIl..notbepl.<:edinanyenvlronmentlhlol.....c.a.....Ih.moisu. _of...woodloncee<llO%....Q'..........conn.edofplate~. F.bri<:lIte.ILandI., v.t111 .ndbrar:elhiatruuin .ccorclancawilh 'JOINT DETAll$'byT"......!. 'NlSVTPll', mCA 1'.wood Truu Cound 01 AmerIca Standard 0..1", RqpotISibiIio... 'HANDUNG INSTALLING AND 8AACING METAL PlATE CONNECTED WOOD TRUSSES' -(HlB-lll) and 'HIB-lll SUMMARY SHEET by TPt. Th. TNU P\a1e1n&tilllle (TPI1 '-located II 0'0n0" DrIve. MaOson, WiI<:onIin 5371;. The..............F...nlandP.perAaaodellOll(AFPAji&loCIteda11111Ill1h S1rHl,NW,Ste1OO.Wa&hlngton,OC20036. ?_n_n Cust: HOUSER WO: Drive_C_hou4_l0D005_J00004 Dsgnr: #lC = 13 WT: 57# TC Live 25.00 pst DurFacs l=1.15 P=1.15 TC Dead 7.00 pst Rep Mbr Bnd 1.15 BC Live 0.00 pSf O.C.Spacing 2. O. 0 BC Dead 10.00 pst Design Spec UBC TOTAL 42.00 psI DEF.Ratio: l/240 Te: l124Q " . Job Name: HOUSER BRG X.lOC REACT SIZE REQ"O 1 Q.2-12 1320 5.50" 1.50" 2 25.9.4 1320 5.50" 1.50" MAX DEFLECTION \,panl : V999 IN MEM 10. I (LIVE) l'" .0.210 Do; -0.15" I'" .0.36. TC FORCE AXl aND CSI }.2 .2142 0.040.320.37 2.3 -1691 0.030.320.35 3.4 .1489 0.020.130.15 4.5 .16860.030.320.35 5.6 .2141 0.04 0.32 0.37 Be FORCE AXL BND CSI 7.8 1930 0.320.270.59 8.9 19300.320.250.56 9.10 1487 0.130.380.52 }o.11 1929 0.32 0.28 0.59 WEB FORCE CSI WEe FORCE CSI 2.9 .4760.:9.0 3350.15 3.9 336 a.SliD .4800.29 3.10 69 0.04 Truss 10: HOU-C1 ie 21.4 DR "1 Be 21.4 OFL "1 WEB 214 OFL STANDARD PLATE VAlUES PER ICBO RESEARCH REPORT 111607. loaded lor 10 PSF non.concurrent BeLl. PLATING BASED ON GREEN LUMBER VALUES. ~W~n~lf~~ :rfUl~J~~ITE RESULT OF MULTIPLE lOAD CASES. BEARING REQUIREMENTS Shown are based ONLY on th, truss material at eaCh bearmg. Drainage must be provided to avoid pending. Qtv: 2 UPLIFT REACTION(S): Support 1 .134 Ib Support 2 .134lb This trun is designed using the UBC Code. Bldg Enclosed.. Yes Tron Location .. Not End Zone Hurricane/Ocean Line = No , up CatesOry .. C Bldg Lemrth" 50.00 It, Bldg Width.. 20.00 It Mean rool heiRht.. 10.46 It, mph = 80 UBC StandaflfOccupancy, Dead Load'" 17.0 psI ~9-U 5-1-1 4-0-0 5-2-2 5-9-14 5-9-14 11-0-<> 15-0-0 20-2-2 26-0-0 "AI) I, 4.n.n 't..t\..fl' .f 2 '. . 1'5.0() ".001 ... ... I \ 4-11-1 II ... 13 SHIP 2.5-8 ~.., I ().4.1 S-3-4 (}.4.1 2,5-4 ~ 'RAn 11~ . 9 10 11-0-<> I 4-0-0 11-0-<> I 1140 15-0-0 26-0-0 ~ MOSHOFSKY n-r~r"\..., TRUSS 4445 Narthpark Dr. Cola Springs, CO 80907 TrusPlus 6.0 Ver: T6.4.2 " - Truswal Systems Platas are 20 ga. unless shown by "18"(18 ga.l. "H"(18 ga.). or"MX~("J"v'oMX 20ga.), poIlllonltd per Joint Detail. Report. Circled plates and lalso /ramo plates are posllloned as shown above. Shill. gable stud plates to avoid ovet1ap wllh.tructuraI plate. (or .taple). W ARNI NGRead all notes on this sheet and give a copy of it to the Erecting Contractol ThildeIlgrI.loranil'ldMllullbulclng___"""....""*'"'-R t..-bMntt.Mdon proWlMIby"'~....-ulac:U. and ........inaccorllance""" ...QlfT...v.....otTPl_MPAda9>a_... No.~. ..........,Ior'*"-lonal-.cy. ~'lOboo vall.-d byhcompoMnlmlrlllfac:U.~orbl.*ing ~priol'lOtabrIcdon. no. buNngde59-rrI,I5!~f\Il "'1oI..utiIiz.-donlhiaoHo&ignrrw.toruce.d"'bading~bylh.loc.IIbuIding codI_...particUIr~.TIwdlllgn........ lhatlhll<lp dlardi5l1l1ra1vbr.Cldbylh..oofor'-llINIl'Ing_lh. bolIOmdwwclit IaWdybrKld by ./tc;pcllhMlting rNlIrIIIclrec:ly ollaCh.-d...-.I... olh__. noted. er.c:ing'--' illor 11..11 IUPPOtt or COIl'JpOtl_....rm... any 1o.1duc1 buclding 1ongIh. n-............- all.. not boo pl'<:od in lilY orl'IironInent...I...._lMmoIau. c:ontontollh.woodlO..<:o.dlr4.nd1orCl....COtWlldorplalo~. F.btk.oto, 1'IandI., nlll and braco lhia...... in _doMI """ 'JOINT OETAllS'by TruawoI. 'ANSlITPIl'. WTCA ,'.WoodTIllUC-..:I of AmoriCI S~d Doslgn ReoponoIbII1ill, ~NG LNSTAUJNG ANO eRAClNG METAl PLATE CONNECTEO W:lOO TRUSSES' .jHI8-81)_"Hla.eIStJ.w.IAAYSHEET'byTPl.TIwTruooPlalolrwlllAo{TPfjiofocoladolO'OnotloDrN...........WoconaInS371.. Tho ""'-"-'ForlSland P....AaI.oddoon(AFPA)iofocoladol 1111 10lh s..1Ot,1M.StlIOO.WaoNnglon.OC200J8. Cust: HOUSER WO: Drive_C_hou4_l00005_JOOOO4 Dsgnr: #lC = 14 WT: 152# TC live 25.00 psI DurFacs L=1.15 P=1.15 TC Dead 7.00 psI Rep Mbr Bnd 1.15 BC live 0.00 psI O.C.Spacing 2. O. 0 BC Dead 10.00 psI Design Spec USC TOTAL 42.00 psf OEF.Ratio: U24Q TC: l/240 " . ,. Job Name: HOUSER BRG X.lOC REACT SIZE REQ'D 1 Q.2.12 1320 5.50" 1.50" 2 25.9.4 1320 5.50" 1.50" MAX DEFLECTION (span) : L/999 IN MEM 8.9 CUVE) l: .0.14' 0= .0.09" T= .o.ZY Te FORCE AXl BND CSI 1.2 .2124 0.04 0.44 0.48 2.3 .1870 0.04 0.44 0.48 3.4 .1870 0.04 0.44 0.48 4.5 .2124 0.04 0.44 0.48 Be FORCE AXl BND CSI 6.] 18980.310.230.54 ].8 1261 0.11 0.360.46 8.9 1261 0.11 0.360.46 9.10 1898 0.310.230.54 WEB FORCE CSI WEB FORCE CSI 2.7 .408 0.)<9 632 0.28 3.7 632 D.IUD .4080.10 ~ MOSHOFSKY Dr~J"--.a TRUSS 4445 Northpark Dr. Cofo Springs, CO 80907 TrusPlus 6.0 Ver: T6.4.2 . Truss 10: HOU-C2 TC 214 QFL _1 Be 214 OFl _1 WEB 2.4 OFL Sf ANDA-RD PLATE VALUES PER ICBO RESEARCH REPORT #1607. Loaded lor 10 PSF non.conctlrrent BeLL. ~~f~ME:ff~ fr~~'l~J~~lTE RESULT Of MULTIPLE LOAD CASES. BEARING REQUIREMENTS shown are based ONLY P"l"A\~~~~k~~tg~ari~E~fft~~BE~' VAlUES. ?-9-14 6-9-14 ''-''-'1 2 rs:tiil !>-2-2 13-<l-O ?-2.2 19-2-2 6-9-14 26-<l-<l ~ ''''''' 4 ,5.001 3-5 5-:-1 2,5-8 HI 0+1 2.<>4 5-3-4 ~ ?"-"" ~ 10' 8.10-10 26-<l-<l 6 1 6 9 8-10-10 8-10-10 8-2_13 17.1-6 Truswal Systems Plates ate 20 gs. unleu shown by "18"(18 ga.), MH"(16 ga.), or"MX"(T'M.tX20ga.l. polllioned per Joint Details Report. Circled plates and Ialselrame plates are posilioned as shown above. Shift gable stud plates 10 avoid overlap with structural plates (or staple). W ARN/NGRead all notes on this sheet and give a copy of It to the Erecting Contractol TlDdalgn.lDr..~toAcIng~noI_SyStam.h IIubHnt...ad",,~~~by""~mIil'IUfadu". Mddon<oln_dancewlDl1holcurr_.....u.n.oIll'1_MPAdalgnstandwdl. NoI~.-.nMIoI"""""'-.cy. [ Iabevenl~by"'compoIIeIII 8n4I"'buIdwlgdRlgnwplDr"IabIIcnon.Thebt6lng~~~1h.8I !he "",..ulUfz.donlhie deelgn....e1"'ncQd1hol1o."'*ng 1"l'OM'd by lh. local buildng coR endlh.pw1IcuIaIlIPPIcdon. Th. dalgn_ IIwII lh. lop chordillatelallyblecedby1holrool", IollIwalhingandlM __dil Iawally bnIced by . rlgldel>ulhing m&t&II&l...eclly .1l.ached..........oaww;..noted.8racing-'-'.lDrl&w..lII.IPPO'101 ~_Il'lb&nlldr..r~buddlnglenglh. Thie~ ehalnotbepl.eHln...,~I\at..._..........Iu'. _oI"'_r.ucee<l'G'4&1'1d1w_-.doIpIate~ FetwIc&te.MndI..in5taI_br_IW _In ___ 'JOINT OETA/l.S'byT~. 'AHSlm>lI'. WfCA 1'4NDodTrua c..d 01 A.n..x. ~d o.elgn - . 'liANOUNG IH$TAUING AND 8AAC1NG METAL PLATE CONHECT'EOlAOOO TRusseS' -(H1B-1I}end'HIB-'l $UMMAAYSKEErbyll'l. TIM TlUU Plate IrsIIII,de (TPl1.Iout&d..trOrlotioom...~V\II.--.inS371'. ~Amerlc&nF",..tWldP.pwAMod.!IoII(AFPAI"Ioca"d.ll1l1 llllh $.....INJ,SbSOO.WasI'<<lgton.OC2Clll38. Qty: 17 UPLIFT REACTION(S) : Support 1 .134lb Support 2 .134lb ThiS truss is designed using the USC Code, Bldg Enclosecl = Yes Truss location" Not End Zone Hurricane/Ocean Line"" No . UP Category .. C Bldg lenlrth. 50.00 ltl.~ldg Width = 20.00 It Mean rool height = IO.tRlll, mph "" 80 UBC StandsrcfOccupancy, Dead Load"" 17,0 psI ,I ~,13 SHIP I 0+1 EXPRA11OIl1lATE: _ 2/9/2004 Cust: HOUSER WO: Drive_C_hou4_l00005_J00OO4 Dsgnr: #lC = 14 WT: 141# TC live 25.00 pst DurFacs l=1.l5 P=1.l5 TC Dead 7.00 psI Rep Mbr Bnd 1.15 BC live 0.00 psI O,C,Spacing 2- O. 0 BC Dead 10.00 psI Design Spec UBC TOTAL 42.00 psI DEF,Ratio: l/240 TC: l1240 " . 80-1 ~ I ! I I I I I I I Ii I . I I ! I I I II I I " I I :7) Cl ,-- r- :7)6] ~)n 0 3) \31 N ll\~~ .,~- .-< \l) <:<~\. ..-- "- .-< ~ , i I -I ,3 13)B~ l~~ l") E 2 l:) El -- 0 ~ LI ,-- I I <i I .-< /\ I" \l) i/ '\ /, '\ cO _ .! t'l? ~I, ,[11)'. ',-, C1:::- y I I I 1 ~ 'T r'~ ":..4-11 I 9 N N I I 14,0 5,9 6,6 11,] 6,6 5,9 14,0 16-0 . '. . "Job Name: HOUSER BRG X.LOC REACT SIZE REQ'O I Q.2.12 963 5.50" 1.50" 2 17.3.4 963 5.50" 1.50" MAX DEFLECTION {span} ~ U996 IN MEM 7.8 (LIVE) L- -0.21' 0.. -0.14" T= .0.34" TC FORCE AXL BND CSt }.2 .2669 0.070.430.50 2.3 .2181 0.070.340.42 3.4 .2181 0.070.34 0.42 4.5 .2669 0.070.430.50 Be FORCE AXL BND CSt 6.7 2455 0.39 0.27 0.67 7.8 24550.390.270.67 WEe FORCE CSI WEe FORCE CSt 2.7 .406 0..3' .4060.13 3.7 1538 0.68 Truss 10: HOU-A1 Te 214 OFl #1 Be 2_4 OFL "1 WEB 2x4 OFl S1 ANDARD PLATE VAlUES PER ICBD RESEARCH REPORT "1607. PLATING BASED ON GREEN LUMBER VAlUES. ~~ltrufra~ ~tUltbJ~~ITE RESULT OF MULTIPLE LOAD CASES. BEARING REQUIREMENTS shown are base<! aNl '( on the truss material at each bearing. Otv: 8 UPLIFT REACTlON(S): Support 1 .1ZStb Support 2 -1281b This truss is desIgned using the ueG Code. Bldg EnClosed = Yes Truss Location. Not End Zone Hurricane/QceJln Line'" No . E](p Category. C Bldg Lemrth II 50.00 It, Bldg Width = 20.00 It Mean rool height'" 10.36 It, mph '" 80 USC Standard Occupancy. Dead Load II 17.0 psI ._9-5 1-11_11 1-11.l1 ~, .... ... 12....,1 ".... 11.11.11 I, ..~ rm--- ----=1 .. .... .... ...11 . ., .~, ,.w ,... -- :r: :r: ...., ..., Pr ~ ~ r 11.'-. ,~ , .w I 2.0-0 ,,~ ~ ~ I ~ ".... ~ MOSHOFSKY ~r~r''''''1 TRUSS 4445 Northpark Dr. Cola Springs. CO B0907 TrusPlus 6.0 Ver: T6.4.2 . TruswaJ Systems Platas ate 20 ga. unless shown by .18"(18 ga.). -H"(18 gll), or .MX.(T"M.1X 20 ga.), posl~onocl per Joint Details Report. Circled plates and lalse trame plates are positioned as shown above. Shin gablellud plates ID avoid overlap with structural plates (or staple). WARN I NGRead all notes on this sheet and give a copy of/t to the Erecting Contractol ThII.dnl~illlot.,,~td6Ing~__'y&lem.lll\ubnnbaecl..~~bylM~ W1dctonein .......~.....lM cunanlversionao1TPl....:lNPA.daV\atMdllrdt. No~. auumedlot~ 1lClClII'.c:y. ~e"'baverihdbylM---'ltIIItllItacU_an6'orbulclng ~prior"'btIricdon. Thabuldina~""".-talnlllll _....dtllldizlldllnlhiadai~m..lat.xCIIIldCl.Io..ting"'-.dbylhl.......1UkIng eodIlIId....perllcuIM'~. ThallMlgn_ ""''''''top cnordill tM.dybl.Cldbylhe ICllllatloatllheelljngend "'boCIomcnordil lalWdyt...~by .rIgid&hult*lg m.lIIMIdrecly .tt.ch.d.l.VII...olh.......nole1l.llf.cWlglhownllllot..lW..auppocllll~~fldylollduclbucklnglengl:h.ThillcomponenI IhaInotbapLaudin.OVIlll'lilClnlTllllllCl.twillceua....moIIluI.conlento1lh1-.:1"'..CII.d'''''andI'lIIceua11C0111lldOfplallCOl'l'oMlon. Fabric.llI,handI..In5ld and bI.CIIlhia lruuin .......~..... 'JOINT OETAll$' by TIUIIWIIl, 'ANSlITPtl'. WTeA 1'.V~ood TruuCounc:l 01 M>eIIca SlaMwd DMl~ RnponaIbiili". ~OUNG INSTAWNG AND BRACING METAl Pl.ATE CONHECTED'MXlO TRUSSES' -(HIB-81)and '1-IlB-81 SUMMARY SHEEr by TPI. Tha Tl\IIIPlatelnllltule (TPI)illocatad.t D'Clno..OrIv.........",., WllClllfllin53118. TheAmiaricanFat..landPIlplll~(AFPA)illocal.dllll1111"" SlrMt,NW,SteIOO.WMIlIngIan.OC2OOJ&. ~11LNlI1MIL1c.:.....'&Y.oIUII1I 1/13/2004 Cust: HOUSER WO: Orive_C_hau3_LOOOO5_J00001 Osgnr: #LC = 13 WT: 96# TC Live 25.00 pst DurFacs L=1.15 P=1.15 TC Dead 7.00 pst Rep Mbr Bnd 1.15 BC Live 0.00 psf O.C.Spacing 2. O. 0 SC Dead 10.00 pst Design Spec UBC TOTAL 42.00 pSf DEF.Ratio: U240 TC: U240 '. . . Job Name: HOUSER B~O. :-frcl~~ACJ.&.ZEI.~.Q'D 2 25.9.4 1320 5.50" 1.50" MAX DEFLECTION (span1 ~ L/4B3 IN MfM 8.9 (UVE) L.. .0.64" 0: -0.43' 1.. .1.01' TC FORCE AXl BND C51 1.2 .4433 0.29 0.32 0.6! 2.3 .3397 0.240.520.76 3.4 .3397 0.240.520.76 4.5 .4433 0.29 0.32 0.61 Be FORCE AXl aND C51 6.7 4120 0.670.180.86 7.8 4133 0.670.230.91 a.9 4133 0.670.230.91 9.10 4120 0.670.180.86 WEB FORCE CSI WEB FORCE CSI 2.7 1180.043 .9280.63 2.8 -9280.6.:9 liB 0.04 3.8 2550 0.65 ~ MOSHOFSKY D"..u..'....l TRUSS 4445 Northpark Dr. Cola Springs. CO 80907 TrusPlus 6.0 Ver: T6.4.2 . Truss 10: HOU-B1 Te 2.4 OFl 111 Be 2,,4 DFL #1 WEB 2.4 OFl 51 ANOARQ 214 DR CONSTR 8.3 WEDGE 2.4 OFL III ++++++++++++++++++++++ Unrestrained hofiz. lL derrection "0.42 in. ++++++++++++++++++++++ ~~Ilt~lfl'a~ i'ff~1~J;?6~ITE RESULT OF MULTIPLE LOAD CASES. BEARING REQUIREMENTS shown are base1:l ONLY t{W1t S~LsJE~a~~r~a:~MaR~sta~~'REPORT "1607. PLATING BASED ON GREEN LUMBER VALUES. TruswaJ Systems Plates are 20 ga. unless shown by ~18"(18 ga.l, "tf'(16 ga.), or-MX"(TIM.(X 20 ga.). positioned per Joint Details Report. Circled plates and false frame plates are positioned as &hcrNn above. Shin gablo stud plato. to avoid over1ap with structural plates (or staple). WARN I NGRead all notes on this sheet and give a copy of it to the Erecting Contractol Thisdell~itb'...in6vldIAI~~I>OtWUlaIyatam.1I "-bHn....lldonspedbtcnprovldlldtly...~~. ..-cl_in aa;ordaneewith...c....."lv............TP1 Md1>FPA6n9'o1lllnd8r*. Not~lIaaum11d..~acancy. ~.lObeverihdby...~...-laclur._1luIdng ~priorlOblIric:don. ThebuWngda9-.....__hl _1oa..ulIiz.d....1hiIdeaiIJn_0I.2uldll'lcloalir>g~by...loealbuldingcodetrldlM~~.Thedell~~ lhatlh.t.opchordit bterdy br.ced by a"",ooIOIlIoorshult>ing oon.cll'l.bOllomchordit laWdy bfaced by I ~shu'*'a~diftClly .U.dI.d,unl....~._d.lhdngt.hownblor..'-..wpplIl'lol ~....rm...fri.JIo'.o.-bucklng....gfl.Thia___ ahllnoI be pl....din anyMlvi...""nent".twlluu..'" moilU. conltnloftM -.:110 u....d lW. andIOIClUHIlOlIIlICl<lrpl&teCOll"OIion. Fltxlc&te.h....,..1ns1lll oon.clbf_1hiIWUlain.CCOIclInce..." 'JOlNTOETAllS'byT...WIl, 'ANSII1'Pll'. WTCA l'oWoodTNA C<MldI of AmericoI SlIndIld o..J~ ~n, 'HANOUNG lNSTAlUNG.v.ro BRACING METAL PLATE CONNECTW WOOD TRUSSES' -(Hl8-$I) Md'HIB-ll SUMMARYSHfErby TPI. TheTruu PIItt...aue (TPl)...IocItItdIllO"OnotloOltft.MadIon......--. ~71'. TlMAlneric.InForatoon.clPIpOllAal.ocl.donf/<FPAjlillocltlll8111111111h _Ht.tIN.SlIIOO.~.DC20036. Otv: 17 UPLIFT REACTlON(S): Support 1 -13410 Support 2 -134lb ThiS trun is designed using the USC Code. Sldg Enclosed: Yes Trun Location'" Not End Zone Hurricane/Ocean Line = No . E.p Category: C Bldg Lenlrth: 50.00 It. Bldg Width: 20.00 It Mean r001 height: 11.42 II, mph : 80 use StandarcfOccupancy, Dead Load = 17.0 psI cM'ftA11UI'I~11C.: l<u"\f~1lIi 1/13/2004 Cust: HOUSER WO: Drive_C_hou3_L00005_JOOOOl Dsgnr: #LC = 13 WT: 150# TC live 25.00 pSf OurFacs L=1.15 P=l.IS TC Dead 7.00 psI Rep Mbr Bnd 1.15 BC ~ive 0.00 psI O.C.Spacing 2- 0- D BC Dead 10.00 psI Design Spec UBC TOTAL 42.00 pst DEF.Ratio: U240 TC: U240 . Job Name: HOUSER SF 0- {t-fC 1 ~ioACJ.J1oZEI.~Q'D 2 25.9.4 1092 5.500 1.500 MAX DEFLECTION {Spa~ : t~4~~~ 't,;'~o.~'~. <}~ Vor TC FORCE AXl SND CSI 1.2 .4433 0.290.320.61 2.3 .3398 0.240.520.76 3.4 .3397 0.240.520.76 4.5 .4433 0.290.320.61 BC FORCE AXl BND CSI 6.7 4120 0.670.180.86 7.8 4133 0.670.230.91 8.9 4133 0.670.230.91 9.10 4120 0.670.180.86 WEB FORCE CSI WEB FORCE CSI 2.7 113 0.0<8 .928 0.63 2.8 .9280.6;9 1180.04 3.8 25500.65 ~ MOSHOFSKY n.....~.....'....1 TRUSS 4445 Northpark Dr. C% Springs. CO 80907 Trus?lus 6.0 Ver: T6.4.2 . . TC BC WEB WEDGE 2x4 DFl _I 2x4 DFl _I 2x4 OFl STANDARD 2x4 DFl CONSTR 8.3 2x4 DFl _I +................+........................ Unrestrained horiz. II dellechon "0.42 in. .............. + +.. + + + + + +........ +.. 6-10-13 6-10-13 1~n-tl 2 ~ 3-<4 6-1 )-3 5-8 _. I 0-4-' 3-7 "J>l8 ~ ~ 6 6-10-13 6-10-13 Truss 10: HOU-B2 ~~,'t~~frcf~ frf:':l~J~~lTE RESULT OF MUl TtPlE lOAD CASES. BEARING REQUIREMENTS ~own are based ONLY ~LWt SI:mE~a~rRalcaM.IIRcrS~~~.REPORT _1607. PLATING BASED ON GREEN lUMBER VAlUES. 6-1-3 13-0-0 8-1_3 ,g..1.3 8-10-13 26-1).0 3-7 Truswal Systems Platos are 20 ga. unless shown by .'8"'('8 ga.). '1;(16 ga.), or "MX"(l'VvMX 20ga.), posltioned pet Joint Detail. Report. Circled plates and false frame plates are posilloned.s &hewn above. Shin gable stud platos to avoid overlap with structural platos (or staple). WARN I NGRead all notes on this sheet and give a copy of It to the Erecting Contractol Thilde&i""i$Ior...Indiv\du.llblllldinllc:c>n1>ll'lmlnoclruu.l"'t.m.lll1ubol..b...donapeeilclllonaprovldadbylha~er4~o:b. anddon.in.ccordancawllhlhacun_v....ofTPl.ndAFPAdM!gnatandardll. NolapOnaibjlnyia-..umadIor~_IICy. 0i.......i_ar.lobolvwllla4bylh.eo~manufacuefancUorbullclng dealW*pr>orlofabrication. TlMbui<lngdealgn..muIt~1haI lhelomuliliz.40111h11 dealgn ........., ..caedlh.loa~ Irnpou<l bylh.1oc:aI buII"'g eode 8ftCjfwl pncu. eppIIcallon. Th.daaI""......... lhallhatopdlorcllal_allybrKedbyllerooforloorsh..lhlng and.... bollomdlor41a lataratybfacad by'r9daheattqmalallal4lrecllt ~,........oct>erwb;.notad.8r.dng",-,loforLataralauppor1of ~....mbencftyloreclucebucldnglengel.'-"-..onarlI ahaoInolbapiKe4.,...y...wonrnonl1hal"'_lhemoilV. CUIlant~IIewoocllO..cndli'lloan4lor_~pIalacom:oelon. Febrlcalll..........lrwtallerld Ilr_........ ac:cordancewllh 'JOINT OETAlLS' by TIWWal, 'MlSIITPI t'. wrCA 1'-'NoocITlUUCCUldI .., America Slan4u4 Onlgn RaaponaibIIIlaa, 'tWoIOlJNG UoISTAU.tNG NIt) 8RAClNG METAL PLATE CONNECTEOWOOO TRUSSE.S' ~8-011_'Hl8-01 SUMMARY SHEET by TPl. TheT...... Platalnllllute (TPI}lalocaledatD'()nct;o OrIv', t.ledMrI.lI'tIa-.ln537Ig. fhe"",*"""F..,est_PaperAModallonlAFPA)lalor:ate4atlI111Wl S1rHt.~.8taIOD,Wahinglon,DC2003S. I, 11:0-0 . -:s:oo] 5-7 3-<4 1.5-4 ~ 1?A-/\ 12-6-8 7 ?A.fl-n 8 9 I '0 I ~10-13 I 26-1).0 6-1.3 ,3-0-0 6-1.3 19-1-3 Otv: 8 UPLIFT REACTlON(S) : Support 1 .134lb Support 2 .811b This truss is deSIgned using the UBC Code. Bldg Enclosed" YIIS Truss Location: Not End Zone Humcane/Ocean line" No , Exp Category = C Bldg LeOlrth" 50.00 It, Bldg Width" 20.00 ft Mean rool height" 11.42 It. mph " 80 USC Standard"Occupancy, Dead Load" 17,0 psI 5 7-5 15 SHIP 5-8 I ....-, "fl' EAr'ftA11UN UAI e.:: 1~va.:5 1/13/2004 Cust: HOUSER WO: Drive_C_hou3_LOOO05_JOOOOl Dsgnr; #LC = 13 WT: 146# TC Live 25.00 psI DurFacs L=1.15 P=1.15 TC Dead 7.00 psI Rep Mbr Bnd 1.15 BC Live 0.00 pst O.C.Spacing 2. O. 0 Be Dead 10.00 psI Design Spec UBC TOTAL 42.00 pSf OEF.Ratio: U240 TC: U240 . . Job Name: HOUSER ~ MOSHOFSKY D"~"""""'I TRUSS 4445 Northpark Of, Cola Springs. CO 80907 TrusPlus 6.0 Ver: T6.4.2 . . Truss 10: HOU-B3 Te 2.4 OFL _I Be 21.4 OFl "1 GBl BLK 2.4 OFL ST ANOARD PLATE VAlUES PER ICBO RESEARCH REPORT #1607. Loaded lor 10 PSF non.concurrent BeLl. BUILDING DESIGNER MUST VERIFY GABLE LOADS! [+} gable bracing required 0 58' intervals, ~ee:P8:~r~? G~~?f}~e~a~rs~I~&}~~E35. ~~II~nUfl'if~ ~fUi~,1~~ITE RESULT OF MUl TlPLE LOAD CASES. BEARING REQUIREMENTS shown are based ONLY P~~~gB~rr~l~jt~~E~:l~~~~~'VAlUES. 1-4.0 ..0-0 ;4-0-0 3_8-0 .3-0-0 4_0-0 4-0-{) ,__-0 5__-0 9-4-0 13-0-0 '16-0-0 20-0-0 24-0-0 1.'\.0..0 101112 \1,n.q 2 3 4 5 6 7 . . 13 14 15 I. 17 I. I. 2021 . ~ --:G:OOl 6-n-3 .. I 0-4.3 8=3-4 ~ 1j}fl:..Q.. 293031 32 33 4_0-0 13-4-0 34 35 4-0-0 17-4--0 ~ 36 37 38 39 40 41 42 ' 4-0-0 4-8-0 21-"1..0 26-0-0 OVER CONTINUOUS SUPPORT 2223 24 25 1-4_0 4-0-0 1-4-0 5-4-0 TYPICAL PLATE: 2. I 27 28 4_0-0 9-4-0 1.5-4 Truswal Systems Platos are 20ga. U'IIess shown by-18"(18 g8.), "H"(16 ga.), Of-MX-{'T\W04X 2Ogll.), posiboned per Joillt 0etalII Report Cirded plates and false frame plalal ara positioned as Ihown aDove. Shift gal:lle stud plates to avoid overlap wilh sll'UCtlX8l plates (or staple). W ARNINGRead all notes on this sheet and give a copy of It to the Erecting Contractol Thiadesignilllcwanlncivldu8l.......g~lnollrusssl"'wm.1I ha~buedDll_ciksllionsprovldUby...c:omponenl........lM:Iur... and_ln.ceorda~wilhlh.currlSltlv...siomo.TPlandAFPAdotaIgns~... Nor~ls.....rMdlor~...cQncy. o.m.rwio<w..lobevcl&.dbylh.~~ ...d1orbuilclngclnlgn..-prlorlolabricaiion.ThebulldngdHlgnwlnUltuc..-tain1h.t ...10... utiliucl DIlltU ..11)'1 ",..t or .......d.... loading impoMd by.... Ioal buIding coclto 1UlCl.... par1lcuI. appac.tloII. The cIKlgn IIAU_ lhat 11M I<lp_d.",lwdy br.c.cI by 111"001... '-WatlWlgandlM botIllm_dls "'lwdybr.cotdby'rVd~malarlaldradly .ltadlad..........Olt>anooiIMnoc.d.8r.dng~ilIk>rlater&laupporto'~_~'""Io.__bl/ddrlgIenglh.~~ sbalnolbe placed Inany anftonrnantlW...._........... _oI....~Io...caadIKarldI<lr____plRICMOaIon. Fllbrb.w.hand..~and br_1hla __In _~wilh 'JOIHTOETNUrby TIWWal, 'ANSIITPt I., WTeA I'.wood Truueo...d of Ammca Standard Dnlgn RaaponaII*lIa, 'HANDUNG INSTALliNG AND BRACING METAL PlATE __ N...._'...)v.ooD TRUSSES' -iHla-'j)ancl1ilB-l1 $UUMARY SHEErby' TPl. TIM T"",Plale~ (TPl)1s1ocaWd atD'Onotlo~,Uacbon, 'ofIoIaconIln$J71'. TheAmeric:oan ForMtancl P..,Aaaodnon(AF1'A)1s1oc:atH at 111111llh a.Ml,NW.&.IOO.WMtW>gIon,OC2OO3l. Otv: 2 This truss is designed using the use Code. Sldg Enclosed "" Yes Truss location = Not End Zone Hurricane/Ocean line"" No , Exp Category = e Bldg lenJrth.. 50.00 It, Bldg Width = 20.00 It Meanroolheight= 11.42I1,m:rh = 80 use StandarcfOecupancy, Dea load" 17.0 psI 7-~ -15 SHIP I 0-4.3 ~I"'IM.IC '~MVAM5 1/13/2004 Cust: HOUSER WO: Drive_C_hou3_LOOOO5_JOOOOI Dsgnr: #LC = 14 WT: 216# TC Live 25.00 psI DurFacs L=1.15 P=1.15 TC Dead 7.00 psI Rep Mbr Bnd 1.15 BC ~ive 0.00 pst O.C.Spacing 2. O. 0 Be Dead 10.00 psI Design Spec UBC TOTAL 42.00 psI DEF.Ratio: U240 TC: L/240 , . Job Name: HOUSER BRG X.lOC RE~CT SIZE REQ'O 1 Q.2-12 732 5.50" 1.50' 2 11.9.4 732 5.50" 1.50" MAX DEFLECTION (span);" L/999 IN MEM 4.5 (LIVE) L'" -0.07" 0= .a.OS" T= .0.11' TC FORCE AXL eND CSt 1.2 .1482 0.030.260.29 2.3 .1482 0.030.260.29 Be FORCE AXL SND CSI 4.5 1338 0.220.11 0.32 5.6 1338 0.220.110.32 WEB FORCE CSI WEB FORCE CSI 2.5 932 0.41 ~ MOSHOFSKY t~~" .........1 TRUSS 4445 Northpark 0,. Cola Springs, CO 80907 TrusPlus 6.0 Ver: T6.4.2 . .. Truss 10: HOU-C1 TC 214 OFL "1 Be 2.4 DFL *1 WEB 2.4 OFL 51 ANOARD PLATE VALUES PER ICBO RESEARCH REPORT 1f1607. PLA riNG BASED ON GREEN LUMBER VAlUES. ~~I~n~l~l~~ frfUl~J~~'TE RESULT OF MULTIPLE lOAD CASES. BEARING REQUIREMENTS shOWflare bued ONLY on the truss material III eaCh bearing. .6-0-0 6-0-0 6-0-0 12-0-0 6.-0-0 6.-0-0 I, 3 ~ --:a:ooJ 3..... 3.4-3 uW 'P'f ~ !i-R-A ~ I 2-<>-0 ~ ?o..n s-<;-8 4 1740 5 I I 6-0-0 12-0-0 6 6-0-0 6-0-0 Truswal Systerm Plates are 20 ga. unless shown by "18"(18 ga.), MW(16 ga.l, Of "MX-(T'M.1X 20 ga,). positioned per Joint Details Report. Cirded plates and lalse frame plates are positioned as shown above. Shin gablllsbJd plates to avoid overlap with structural plates (Of staple). W ARNI NGRead all notes on this sheet and give a copy of it to the Erecting Contracto,- Thil;dnignilb"..,~to.llI<Ing__not.....~b _bHn_..~proWSedby"'~ _ done in KCIllO'_....t:h ...cun_"......ofTPllltld1#P"....lIlMd.-dl. No'~iI.........cIb"~acancy. ~elObe".nt...by\M__........~...-.dIotbt*lng dos/gneIpriarlDt.twkdon.Thebulling~IIlI..t---._ \Mloadsutiized...lhiade5l"'mullltu....ed..eloa<ing~by...lDcailbuidinll coden...~apIlIc;Ilion. 11M.........".. 1h8t....1Oll chord. "'twalybtludby\MrOOfllt '- ""11'IkIg_\Mbollomdloldillllelllytnced byl riglds/llldllno....*""..1dIy IIl.oa..d, unleu --......notId, 81adnll..--i1 """'11111 oupportol -.--.c.1nIIflbIn, Dnlylo,_bud;lrlg...ga,. nu~ s/'I" nol be placed in any .".;,........I"..lwiI_..... moieU. c:cntInlof\M_1a .......d It% Mdl"1It_ __ plato -.oo.ion. FabrM:llI, handle. inlW and btKlIlVo IIUU In KCOfdlo'luwUh 'JOINT DETAlLS'byTNIWaI. 'ANSVTPll', WTCA l'.lNood TIVM Council of ~ StanoWd Oftlgr\~. 'HANDUNG lNSTAWNG AND BRACING METAl PlATE CONNECTED WOOD TRUSSES' -(HlB-Ill_'HIS-I1 SlJWolAAY SHEErby' TPL 11M Truu PbIl"'lllutI CTPflIaIoc:ated II D'Onotlo 00WI. Macbon.Vtbconeln $3711. ThlAlMricanF......nP_Auoda1lon(AI'PNilloc:atedlllllll... SlIHI,NW,Steaoo.~,OC20036. Otv: 7 UPLIFT REACTlON(S) : Support 1 -1161b Support 2 -1161b ThIS truss is desrgned usinSthe UBC Code, BidS Enclosed = Yes Truss Location" Not End Zone HUrricane/Ocean Line.. No . Exp Catesory .. C BldslenJrth. SO.OO I~ BidS Width" 20.00 It Mean rool height = 9.07 It mph = BO UBe Standard OCClJpancy, Dead Load. 17.0 psI -4< 15 SHIP W E.l.rWCAIItM UAIIe.: 1;u.s'ITaMl 1/13/2004 Cust: HOUSER wo: Drive_C_hou3_LOOO05_JOOOOl Dssnr: tile = 13 WT: 58# Te Live 25.00 pst OurFacs L=1.15 P=l.lS Te Dead 7.00 psi Rep Mbr Bnd 1,15 Be L)ve 0.00 pst C.C.Spacing 2- a, 0 Be Dead 10,00 psI Design Spec uae TOTAL DEF .Ratio: U240 Te: U24Q 42.00 psf .. ('. Job Name: HOUSER - eRG X-LOC REACT SIZE REQ'D 1 Q.2.12 SOl 5.50" 1.50' 2 6. 3.4 SOl 5.50" 1.50' MAX DEFLECTION (span): l/999 IN MEM 4-5 (LIVE) L: .0.01" 0: .0.01" 1:: -0.02" ie FORCE /\Xl BND CSI J.2 .5390.000.130.13 2.3 .539 0.00 0.13 0.13 Be FORCE AXl eND CSI 4.5 226 0.020.020.05 5.6 226 0.02 0.02 0.05 WEB FORCE CSI WEe FORCE CSI }.4 .465 a.13ffi 430 0.19 }.5 4300.J$ -4650.06 2.5 3530.15 ~ MOSHOFSKY L~t'~I"""" TRUSS 4445 Northpark Dr. C% Springs, CO 80907 TrusPlus 6.0 Ver: T6.4.2 '. .. Truss 10: HOU-01 iC 2~4 OFl #1 Be 21.4 Ofl III WEB 2x4 OFl 51 ANOARD PLATE VAlUES PER ICBO RESEARCH REPORT #1607. PLATING BASED ON GREEN LUMBER VALUES. ~~Jttu~rff~ ~f~1~'J~~ITE RESULT OF MULTIPLE lOAD CASES. BEARING REQUIREMENTS shown are based ONLY on the truss material at each bearing. 3-3-0 3.3-0 3-3-0 6-6-0 :\.:\_0 :\_:'\_0 31 " '2 18.00 ---:aFoI 2.1 ).3 T 0-8-3 .. .1. ~ ~ ~ ~ '.Q_A I '_non 2-g08 MoO "-'\-0 .j '. S 3.3-0 3.3-0 i 3-3-0 6-6-0 Otv: 2 UPLIfT REACTlON(S) : Support 1 .96 lb Support 2 .96 lb This truss is designed using the UBC Code. Bldg Enclosed" Yes Truss Location = Not End Zone Hurricane/Ocean line = No , E_p Category" C Bldg Lenrrth". 50.00 II, Bldg Width I< 20.00 It Melin rool height'" 9.42 It mph = 80 use StandarcfOccupancy, Dead Load. 17.0 psI 3.'J.3 T SHIP 0-8-3 .1. ~1""lMleIOLl"V""1I TruswaJ Systems Plates are 20 ga. utlleu shown by .18-(18 ga.), "H"{16 ga.), Ol'oMX-(T'M.1X 20 ga.), posIlioned per Joint Detail. Report. Circled plates and false frame plates are posiliOll8d liS mown above. Shift gable .tud plates to .vold ovet1ap with struc:tural p1alel (or staple). WARN/ NGRead all notes on this sheet and give a copy of it to the Erecting Contractol Tl'Iiadeslgn......anindYi<LI..buildlng~nolhul....lem.11 h..belttlbu.,jon~pnwldedby"'~ ."ddon.Irl._d.Irlce..,.;IllIhe.....IttIl..........ofTPI_AFPAdnignl!ltlClt.. No.npordIIIly"""",,"Ior~eccuracy. Di....neiona..lrlbeyeri6edbylhl~ endIorbuilcingdealll'*priorlollbrlcllion.ThebulclnO~_--.\Nl 1h......ulIIIl:.donlhiedeslgn....,......ceed...lMclnglollpoMdby...loc:albuldng codeMd...~applcalion. ThedMlgn_ Itull...topcnordilbl,*,dytoc.d by ...roof..__.....eNng _Ih.boaomcnord" bI~"'-"by.rit;dal\ull*lsl rr-'*""I'*ldJy .ba..d,..u..olhenoM.noted.8raelrlg''-t..lorleterlllUppOf101" ~""""""""Irl~bud:*lgllnglh. r.-.~ Il\alnotbeplaced...eny~IheI"'~Ihe.........COfIlenIoI"'woodlrllJlceeclIO%IItIO'..__pIetoeCOflllliort.. Felwlcale, ,.......lnsId _ boICe.... nu... lICCCItAnce ""Ill 'JOIN'l DETAILS" by TIWWIll, 'N<ISIflll1I', WTCA 1'..INood TIIIII c:..ndI ol""-lee S-d 0nIgn R~. 'HNIOl..ING INSTAUJNG AND BRACING lolETAl. PlATE CONNECTEOlMXlD TRUSSES" -iHlB-II)end 'tilB-t1 SUMMARY SHCET'by TPl. The Truu Plall__ (TPl).lrIcatadalO'Ollo",OrIft,"'~w.c..In ~11'. Th.""*IcMF..-a1endP_AaeodaIion(AFPA)..locetedallllllt1h S.HI,tNJ,SIeIOCl,~DC2CICI>>. 1/13/2004 Cust: HOUSER WO: Drive_C_hou3_L00005_J00001 Dsgnr: #LC = 13 WT: 52# TC Live 25.00 psI DurFacs L=1.15 P=1.15 TC Dead 7.00 psI Rep Mbr Bnd 1.15 BC ~ive 0.00 pst O.C.Spacing 2. O. Q Be Dead 10.00 pSI Design Spec UBC TOTAL 42.00 psI DEF .Ratio: U24Q TC: L124Q . . ( Job Name: HOUSER BF o. {}fC 1~~CJ.~ZE2..f2E,Q'D 2 6.3.4 1891 5.50' 2.02' MAX DEFLECTION (spa~/ t~9.b~d:' 't,~~01>~' <}-~ 4.04' TC FORCE AXL BND C51 1.2 ,1421 0.020.160.18 2.3 .1421 0.020.160.18 BC FORCE AXL BND C51 4.5 1131 0.160.410.57 5.6 1131 0.160.410.57 WEB FORCE e51 WEB FORCE e51 2.5 1388 0.61 ~ MOSHOFSKY l~r~r'''''1 TRUSS 4445 Northpark Dr. C% Springs. CO 80907 Tru5Plus 6.0 Ver: T6.4.2 . '. . Truss 10: HOU-02 TC 2,,4 OFl III Be 2,,6 OFL 112 WEB 2,,4 OFL 5T ANOARD WEDGE 2,,4 OFL II 1 lumber shear allowables are per NOS.97. P~~~~~~~;t~~~~~s rT;;.u~r~e'eb~lcg.~e{Slntg AN51/TPl1.1995; f8.3.f.5 and 10.3.4.6. ~~I~Bl€I~~ f5NfUl~J;!6gITE RESULT Of MULTIPLE LOAD CASES. BEARING REQUIREMENTS ShOWlll!lre based ONLY p"~~~ s~sJE~a~~r~alca~6aRcrS~~' REPORT 1# 1607. PLATING BASED ON GREEN LUMBER VALUES. 3-3..0 3-3-0 3-3-0 6-ll-o :'i_:'i_n :\_:\.0 12 3' " 18.00 ---:s:Ool 2.1 :).3 2-1 )-3 SHIP 3-6 3-6 T '] T 0-6-3 0-6-3 _..L ..L f21 2.5-8 f21 "-",n '. S 6' ~.3.0 3-3_0 3.3-0 6-ll-o Tl'UswaJ Systems Plates are 20 ga. tdess sho\lm by "18""(18 ga.). "ti(1S ga,). or "MX"CTlNMX 20 ga.). poaltioned per Joint Details Report Circled plates and falselrame plates are poSitioned as shown above. Shift gable stud plates to avoid ovartap with structural plates (or staple). W ARN/NGRead all notes on this sheet and give a copy of it to the Erecting Contractol Thlsdal",i1banlndMdualblA<Ing~not"",ystem.h ""'bc.nbaMdon~blionIprovideclbylhe~lMtIlIfadur.. _don.ln.o=cor4lo,,"Mlh1h4tcunWllwaralonlofTPlandNP"dallgn,_d1, NorpPOnllbilily"..........clbdmanllonal....:unll'y. Oi..-..ionl..elob.w.ri'.dbylh.~ andforbulldli"gclftlgnerpr\orlo!abriclIion.Th,buiIdongdnlgn..nut..-talnlhlt ".lo...ulilizad""lhi'<ln.ill".....loruc:qdlh.loadling~.clbylh.locaIbuildiftlIcoda_Ih.~..appllc:allon.Th.o:lnJgn........... lhallh. top cnord illalardy br.ced by 1h4t 1001 or Iocr 1h..lhIng at\d 11'1. bolIorn cnorcl" Ialeraly bracecl by. rIgIcl ",..tIq malaItIiI dradly .llacMd..nea olhcwiu IWllacl.er.dr1gu-.i11 blateralwpporl III co~ ~ on!ylDr........ buckIrlglanglh. ThbI ~ .,...nolbeplacad...".,.............-l\.ttwlll_".molIlI.r._IIIlhewMcllo.xc....l8%an4'or_corwMdorplata~ fabtlcate.hoanclI.,lnIldanclblace........1n .""",clancevMI 'JOINT OETAII.S'by Trur.nl. 'ANSIf1"PII'. WfCA 1'-'NoodTn.uCouncl III Amarica Slanclarcl o..Ign R~. 'HANOUNG INSTAUJNG AND BRACING METAl. PlATE CONNECTED WOOD TR1JSSES" -(HlB-81Iancl"HlB-81 SlJIoWAII:Y SHEETby1l'l. TheT......Plala lnd-.n. (TPl)i11localeclalD"Onotto Oriwe,WadiIon, ~s.371'. TheAlnericoarlfOlWtIltldP_AaacrddonWPAlillloc:atecIallllI1.. Sln<<,tIN,Staaoo,~.OC2OO3e. Otv: 2 upun REACnON(S) : Support 1 .243 lb Support _ 2 .2_43 lb This truss IS desIgned using the UBC Code. Bldg Enclosed" Yes Truss Location" Not End Zone Humane/Ocean line.. No . Elp Category" C BldgLenlrth" 50.00 It: Bldg Width.. 20.00 It Mean rooT heillht" 9.42 It mph = 80 U8C StandarcfOccupancy, Dead load" 17.0 psI ..........LOADeASE 1#1 DESIGN LOADS .....00......... Dir L.PlI L.Loc RPll RLoc LLITL TC Vert 64.00 O. O. 0 64.00 6. 6. 0 0.78 BCVert 517.88 0.0.0 517.88 6.6.0 0.57 ..... ~1""UAIe:'OUI"~' 1/13/2004 Cust: HOUSER WO: Drive_C_hou3_LOOOOS_J00001 Dsgnr: #LC = 13 WT: 38# TC Live 25.00 pst QurFacs L=1.15 P=1.15 TC Dead 7.00 pst Rep Mbr Bnd 1.00 BC Live 0.00 psf O.e.Spacing 2, O. 0 BC Dead 10.00 pst Design Spec UBC TOTAL 42.00 pst DEF.Ratio: L1240 TC: U~40 '. . ( . DEVELOPMENT SERVICES 22!J Flf IH STRfE, SPRINGFIELD, OR 97477 ...~......~ i._ ......"" Single Family and Duplex Construction Most Commonly Missed Items . "',... '~':':J:";If'1~I~' '''''/:/':;''1'/,' " This sheet is attached for your convenience. Included are many often missed requirements of the Oregon building codes. Springfield inspection staff will check for these items as well as all other requirements of the codes. There may be additional items marked in red on the approved plans that must be completed before calling for the corresponding inspection. When structural engineering accompanies plans, the ownerlbuilder must complete any additional requirements. Complete requirements of the code can be found in the 1998 State of Oregon Edition of the International One and Two-Family Dwelling Code. [The number in square brackets is the code reference.) ~ l. Inspection Request Line:. 726-3769 nUlL DING PLANNING I. Provide ventilation in every habitable room by means of operable exterior opening~ equal to at least 5% of the floor area of the room. Exception: Provide a mechanical ventilation system capable of producing 0.35 air changes per hour in the room. [303.1] 2. nathrooms shall have exterior glazed openings afnot less than 3 sq ft., halfofwhich must be able to open, or a venting system capable of five air changes per hour. Vent to outside. [303.3]. . Habitable rooms shall have a ceiling height of not less than 7' for at least SO% of their required floor area. [30S.1] Provide a 21" deep clear space in front of all water closets. [307.2] Provide laminated, tempered, or heat-strengtliened glass for all glazing located in door assemblies, railings, tub and shower enclosures, or within a 24" arc of a door. Exception: Glazing in tub and shower enclosures and near doors need not be tempered if located at least 60" above the adjacent floor or drain inlet. [30S.4] 6. Openings between the garage and residence shall be equipped with either solid wood doors not less than I 3/S" in thickness or 20- minute fire-rated doors. [309.1] 7. The garage shall be completely separated from the residence and its attic area by means of \1," gypsum board or equivalent applied to the garage side. [309.2] S. Garage and carport floors shall be sloped to drain liquid toward a drain or the main vehicle entry door. [309.3] 9. Provide operable egress windows in each bedroom with a minimum net clear opening of 5.7 sq. ft. (Min. 5 sq. ft. when sill is located within 44" of adjacent exterior grade.) Minimum net open height 22"; Minimum net open width: 20"; Maximum sill height 44". [310.1.1] 10. Enclosed accessible space under stairs shall have walls and soffits protected on the enclosed side with \1," gypsum board or equivalent. [314.S] 11. Minimum hallway width 36" finish wall to fiitish wall. [314.1] 12. A minimum 3' x 3'Ianding is required on each side of an egress door, maximum 1-1/2" below the top of the threshold. [312] Exceptions: I. At the top of a flight of stairs, provided the door does. not swing over the stairs. 2. At required exit door, shall not be more than 8" below the top of threshold when the door swings in.[312] 13. Min. stairway headroom 6'- 8"; Min. Riser 4"; Max. Riser: S"; Min. Tread: 9"; Min. clear width above handrail: 36". [314] 14. Provide means to illuminate both interior and exterior stairways and landings. [303.4] 15. Provide a continuous handrail on at least one side of stairways of more than three risers, I 1/4"- 2-S/8" cross-sectional dimension with a gripping surface and no sharp comers, 30"to 3S" above the nosing of the tread, with a mi.nimum 1-1/2" Clearance to the wall. [315.1 & 315.2] 16. Open sides of stairs with a total rise of more than 30.' above the floor or grade below shall have guardrails not less than 34" in height measured vertically from the nosing of the treads. 1ntennediate rails shall be spaced so that they do not allow passage of an object S" or more in diameter. [3IS.3, 3IS.4] 17. Porches, balconies, or raised floor surfaces located more than 30" above the floor or grade below shall have guardrails, minimum 36" in height, with intennediate rails which do not allow passage of an object 4" or more in diameter. [3IS.3, 3IS.4] IS. Required exit door shall be a side-hinged door and not less than 3' in width and 6'S" in height.[31 1.3] . 19. Provide 5/S" Type 'X' gypsum board, or equivalent one hour assembly, each side of duplex party wall, and extend to roof sheathing.[320.1] 20. All habitable rooms and area shall be provided with a penn anent approved heat source capable of maintaining a temp. of6S degrees F. at a point 3' above the floor.[303.6] FOUNDATION/GRADING . ... 21. Gravel or other structural fill deeper than 4" which is placed to support foundations must be inspected during placement and the compaction by an approved special inspector. Provide copies of special inspection reports to the City inspector. 22. Concrete shall be S-7% air entrained with a minimum compressive strength of: a) 2S00 psi for basement walls and foundations not exposed to weather and for basement slabs and interior slabs on grade (except garage slabs); b)3000 psi for basement, foundation and exterior walls and other vertical work exposed to weather; c) 3000 psi for carport and garage floor slabs and for porches and steps exposed to weather. [402.2 and Table 402.2] 23. Minimum footing sizes shall be as follows: [Table 403.1.1] Supporting I floor and a roof: 12" wide', 6" thick, 6" thick stem wall 2 floors and a roof: IS" wide', 7" thick, S"thick stem wall 3 floors and a roof: IS" wide', S" thick, 10" thick stem wall 'When load bearing capacity ofsoil is 1000psf, IS" wide footing is required for I story, 23" for 2 story, 27" for 3 story 24. Footings shall be minimum 12" below grade. [403.1] Stem walls shall extend at least 6" above finished grade. [403.1.3] 2S. Ground under building shall be sloped to a low point, and an underfloor drain installed to provide positive drainage from under the building. The grade in the underfloor space shall be as high as the outside finished grade, unless an approved drainage system is provided.[409.4] Groundwater collected or drained from under or around the buildings shall be piped to an approved disposal site. Subsoil drains which cannot remove groundwater by gravity shall have an approved ejector.[3806.2] 26. The sill plate or floor system shall be anchored to the foundation with minimum y," diameter bolts, embedded a( least 7" into concrete or masonry, spaced at 6'-0" on center maximum with at least two bolts per plate and one bolt within 12" of ends or comers. [403.1.5] 27. Foundation drainage shall be provided around foundations enclosing habitable or usable space below grade. [405.1] 28. Columns and posts shall be anchored to prevent lateral displacement. Exception: Columns less than 4' in height, bearing on a pier or footing within a cmwl space that is enclosed by a continuous foundation wall need not be restrained at the bottom end. [40S.3] 29. Provide 12" clearance to grade from underside of girders and beams and IS" clearance to grade from underside of joists or provide pressure treated wood. [322.1] 30. Provide 3" min. bearing for girders entering masonry or concrete, with ';2" air space on tops, sides and ends. [502.4, 322.1] 31. Provide access to all underfloor areas: IS" x 24" minimum. [409.2] 32. Provide underfloor ventilation equal to 1 square foot for every ISO feet. One vent is required within 3' of each comer. Vents shall have corrollon..rClslltant wlro mesh or equivalent with thelea!lt dimension being 1/8". Undcrfloor ventilation may be reduced to 1/1500 of the crawl space area where 6 mil. black polyethylene sheeting or other approved ground cover is installed.. [409.1] 33. Provide 6 mil. black polyethylene ground cover, lapped 12" at joints and extending 12" up foundation walls, in all crawl spaces where underfloor insulation is installed. [C401.9.2] 34. Provide SS# rolled roofing or 6 mil. black polyethylene over 4" clean sand, gravel, or crushed rock beneath all concrete floor slabs. [50S.2.3,C40 1.9.2] 3S. The grade away from foundation walls shall fall a minimum of6" within the first 10'. Exception: Drains or other approved means shall be provided to ensu~.'EJ'ositive drainage. [401.3] 36. Slopes for penn anent cuts or fills shall not be steeper than 2 units horiwntal to I unit vertical. Exception: Steeper slopes may be pennitted when a soils investigation report containing data to justify such slopes is approved by the City. [401.6] 37. Sealing required between wall and floor, between floor and foundation to prevent air leakage into building envelope.[C40I.S.2] Springfield Building Divisions: 726-3753 3. 4. 5. , ~ALLS & RPOF$. 38. Gypsum board used as shower and bathtub ceramic tile backing shall be water-resistant. All cut or ~~.~osed edges, including those at wall Intersection., .hall b. .ealed os recommended by the manufacturer. [702.4.2] 39. Mnsonry veneer anchors may support 2 2/3 square reel of veneer, maximum, and shall attach to continuous #9 wire.p03.7] 40. Flash all exterior doors, windows and horizontal wood trim. [703.8] 41. provide breclng at all gable end wall. exceeding 14 feet In length. [See standard City of Sprlngl1eld details for approved bracing methods.] 42. Nails and staples must not be consistently over driven beyond flush wilh the sheathing surface.[Table602.3(I)and (2)] 43. Shear wall nailing or stapling must remain exposed for inspection approval.[1 13.1-1 13.4] 44. Truss Engineering must be on job site at framing inspection, for all type trusses used. [502.10; 802.11] 45. Trusses shall not bear on partition walls unless so designed. [301.1] 46. Enclosed attics and rafter spaces shall be provided with cross ventilation. Net ventilating area shall be not less than 1/150 of the attic area. Exception: Net ventilating areaimay be reduced to 11300 when at least 50% and not more than 80% of the ventilators are located at least 3' above the eave or cornic.e vents or when an approved vapor barrier is installed on the wann side of the insulation. Provide a I" minimum air space above insulation and baffle at eave or soffit vents. [806, E40 1.2.1] 47. A readily accessible attic access framed op,ening not less than 22" x 30" shall be provided to any attic area having a clear height of over 30". [807.1] .., 48. Roof coverings shall comply with the general requirements of Chapter 8 and the specific requirements of each section based upon . type of material: a) asphalt shingles [903]; b) slate shingles [904]; c) metal [905]; d) tile, clay or concrete shingles [906]; e) built-up roofing [907]; f) wood shingles'[908]; g) wood shakes [909]. 49. Roof storm <;irains shall be provided to collect and discharge storm drainage to an approved drainage system.[801.3] One 3" pipe graded 1/4" per foot can accommodate up to 2,320 square feet of surface area.[Table 3811.2] 50. End walls to be step flashed or to manufa,c.turers specs.[903.3] MECHANICAL & PLUMBING 51. Heating and cooling appliances located in" garage or other area where they may be subject to damage shall be suitably guarded against such damage. (Protection is typically provided by concrete filled pipe bollards.) [1307.3, 3310.3] 52. Appliances which generate a glow, spark or flame capable of igniting flammable vapors and are located in the garage shall be installed with the burners, burner ignition .devices or heating elements and switches minimum 18" above the floor level. [1307.3, 3310.1] : 53. Fuel burning warm' air furnaces and water heaters shall not be installed in a room designed to be used as a storage closet. Furnaces or water heaters located in a bedroom or bathroom shall be installed in a sealed enclosure such that combustion air will not be taken from the living space. Direct vent units are not required to be installed within an enclosure. [1402.1, 3309] 54. Combustion air must be provided for all fuel burning appliances except direct vent units. [2001.1 to 2001.5] 55. Provide access to attic furnace (22" x 30"J'.or underfloor furnace (30" x 30"). Provide a permanent electric outlet located near the furnace and lighting fixture controlled by a switch at the passageway opening. [1401.6-140 1.7] 56. The maximum amount of water used by new plumbing fixtures: a) toilets: 1.6 gal. per flush; b) shower heads: 2.5 GPM; c) interior faucets: 2.5 GPM [3202]' 57. Showers and tub-shower combinations shall be equipped with control valves of the pressure balance, the thermostatic mixing, or the combination pressure balance/thermostatic, mixing valve type with maximum mixed water setting of 120 degrees F. [3215] 58. Minimum shower compartment: 1,024 sq::inches; shall also be capable of encompassing 30" circle.[3210.3] Threshold shall be of sufficient width to accommodate a minimum 22" door.[32I 0.2] 59. Equipment used for heating water shall be'protected by combination pressure and temperature relief valves. [3408.3] 60. Water heaters shall be anchored to resist horizontal movement. (i.e. earthquake strapping) [3310.5] 61. Storm water drains located within 5' ofa building may be Schedule 40 ABS or Schedule 40 PVC, CPE. installed per installation standard IA. [3501.1.2] 62. Clothes dryer ducts shall terminate outside. the building. Max length is 25', reduce 2.5' for each 45deg. elbow.[1801.3] 63. Trenches dug parallel to the building foundation and deeper than the footing must be at least 45 degrees from bottom outside edge of footing to the bottom inside edge oftrench.[3113.3, illustration pg.294] ELECTRICAL 64. RESIDENTIAL ELECTRICAL PLANS ARE NOT REVIEWED PRIOR TO PERMIT ISSUANCE. All electrical work shall comply with current codes and will be field-inspected for compliance. Building permits may be issued without electrical permits. Electrical contractor must confirm an electrical permit has been obtained before starting work. 65. Provide grounding electrode at electrical service, consisting of (or connected to) a minimum 20' length of y,"diameter steel reinforcement in footings. [4108.1.2] , 66. GFCI protection required for receptacles in outdoor locations, garages, unfinished basements, bathrooms, where serving counter- '. , top surfaces in kitchens, and when within 6' of wet-bar sinks. [4402] · 67. Provide an approved smoke detector in each sleeping room, outside of each separate sleeping area, and on each additional story of the dwelling. All detectors shall be interconnected and shall provide an alarm audible in all sleeping areas. Smoke detectors shall be located minimum 3' upstream of air ducts. [316.1] 68. All smoke detectors shall receive their primary source of power from the permanent built-in wiring, with battery back-up in case power is interrupted. Exception for remodels: hard wiring and interconnection is required only if other remodeling considerations require removal of the appropriate wall and ceiling coverings to facilitate wiring. [316.1.1, 316.2] 69. Required smoke alarms shall not be located within kitchens or garages, or in other spaces where temperatures can fall below 40 degrees F. Ionization smoke alarms shall not be located closer than 3 feet horizontally from: a door to a kitchen or full bath; or supply registers of a forced air heating or cooling system. Smoke alanns within 20' of a cooking appliance shall be a photoelectric- type smoke alann or the alann shall have an approved silencing means.[316.\] . 70. Recessed light fixtures installed in cavities intended to be insulated shall be labeled as suitable for being installed in direct contact with insulation (Ie rated). [4503.5] ; 71. Electrical outlets and approved wall fixtures in the fire separation wall shall not be located back to back. Use metal boxes no larger than 16 sq. inches placed in separate stud spaces for the 2 dwelling units.[320.2] /' ENERGY CONSERV A nON 72. Provide approved vapor barrier installed on the warm side (in winter) of insulation at all unventilated exterior walls, 1100rs, and ceilings enclosing conditioned space. [C40 1.9.1] . , 73. PATH I insulation requirements: ( Section C40 I for alternative insulation paths.) Exterior Walls: R-21, Basement Walls: R-15, Underl1oor: R-25, Slab Floor Edges: R-15, Flat Ceilings: R-38, Vaulted Ceilin,\s: R- 30 (max. 50% of floor area), Main Entry Door (max. 24sl): U~0.54, Other Exte~ior Do?rs: U~O.20, Windows: U97.40, Skyl1ghts (max. 2% ofl1oor area): U=0.50, Forced Air Ducts: R-8. [Table C401.1(l)] 74. Alterations within an existing building envelope may use the minimum compone'nt insulation requirements: . . Exterior Walls: R-15, Basement Walls: R-15, Underfloor: R-21, Slab Floor Edges: R-I0, Flat Ceilings: R-38, Vaulted Ceilings: R- 21. Exterior Doors: U=0.54. Windows & Skvlights: U=0.65. Forced Air Ducts: ~:.~JCI01.2.3_. Table C40l.1b Footnote Cl . " .., ....,., REMINDERS FORTHE'BUILDER: ".. ., .' ,-"",. ",-" - , :.._:: - ., ,"- ,'-.' . -'" "",.:,-;" ',.., -,---,." ,-,. 1'. TIieapprQved'buildi~gpe!"",itplans;"~~t retpainat the constructionsi\eand'~e available toCil):inspec~rirs. ...... . 2;" Building must be completed in compliance with the appr<ivedplans and specs: Proposed;chahges must be approved by the CIty. 3. All permits expire I~O days after is~uance ifno' inspections have been calied'for or no' p;cigress has been made on.the project. Almost aHinspections can be pr",dded.onthe~a~e'Yorking;day, iftheinspection;request.is made prior to :: ":>. ',:'" ".')::-'-':~,":', '",,',' 0,-- ::', ' ,'.':, '-'.. "/ .. 1;;'/ '-'_ ;. '; ::";-'7.\:a:trDi::,,'::-::,,/~:::::::-":, :~:, :, .. _: ';::.:,.: , ". ," ,. ,,:': ~ .;. '." _ i ,. . , . 1 II