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HomeMy WebLinkAboutMiscellaneous Plans 2005-6-20 , 'II.... ,-P''"l'"'' CITY OF SPRINGFIELD Development Services Department Building Safety Division , Residential Plan Review JOB ADDRESS: 2716 Garson Ln CITYJOB#:C200500384 OWNER: Chris Adsit PHONE: 345-4535 CONTRACTOR: Charles Columbus PHONE: 935-1880 Items listed below (if any) and those marked in red directly on the approved permit 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 cv.....oponding 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 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 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 VIOLATION OF ANY OF THE BUILDING SAFETY CODES OR OF ANY OTHER ORDINANCE OF THE CITY OF SPRINGFIELD. PLANS REVIEWED BY: _Bob Barnhart_PHONE: 726-4652 NO PLANS REVIEW COMMENTS /:~: -.. tl-: =UJFLoJutytl:iJAtitTtoJNt~tflz-+4j~iJ._ c-r1II~ 4D-sh-)~~~h 71~n dd()-i1h-Aj.:.h~I,/vi=~(:'~k~o~- i "1'- --1--- ~i-__I=.I-I~-~= =_ ~_--Jl:_ == == - -+- -- -- -T-.-.- - -i-J-- -- - - ,-- -nl-n - -.. ., u F~ i ill j- . I ! 1ft l " 1 I __'__1_ - +-, rH ...-., ~ 1 Hlml ---- - -- --- !. 1 I j '! :'lli' 'II,' 1 I 'I lit 1"I--I.-.-I----.-1TII,lil ,n , I I. 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ICE . . :1::;' o~ I'~:;:' -~,(;" lo""S?'I\ ~ ENGINE ER}: ENGIN-E f!, Re!ln.~!~;;7! ommercla over nglreerlll9-'~I,/... "L. _'. .t_ 6385 ' NO~ R .?;"~'~<S'O"'A'fNGJ~ [1'n..' , '7??&z.Ji..9, <1.... '>,.,- "i~"'" ' . -- " -, ,-" ~ , -,-(<. " ',,, ";'793 . ~ f"~'" 7/ 1M ~~ ~' OF M I C, S. \ ~<;., ".. ~ ,.l'I,;m. ii';.:<~'..;J' )~(J9l:.W~" '-'.:.~_,~ ~" ';f,-(ci ,""t#~ . ~,'~~ ~... Wit 'I. ,"'o~Orc"s/O... "~ ,~~"",_,uu'_"'3'.r. O ..~("\ '\ ......... 'VA ~ :Sf..c.,;: .. '". ( GENERAL N TES ~ <vv." o.v ':~ ~.- 0.0"", ". GENERAL NOTES"' l!!..'; R"F. .\sJ::o:./R. F rUCKEIf" STRUCTURAL CONFIGURft.T!0NS , ' ~Z5i TUCKER )~~[ NUM6r:;: 1,0 ROOF PANEL SPANS AND OVERHANGS FOR PATIO AND COMMERCIAL STR~Cii\JR~17D !~<$,\ E-243J4 2.0 FREESTANDING AND ATTACHED PATIO STRUCTURES ' .... v:-.... .... ~A<'b.-........._ .....<: 3.0 FREESTANDING AND ATTACHED COMMERCIAL STR!!,9-TUR:ES ""'~:';O;-~~~;;c,~~"", %'~-?OFEssiO~~~~ COMPONENT PARTS AND CONNECTION DETAILS '.....~' --(" ,:" ';' . ;__-........:............."" 7"lf/("/II111\\\\~ COMPONENT PARTS AND CONNECTION DETAILS '~"_:::;:;, /~ to ~UCJ;';-~' COMPONENT PARTS AND CONNECTION DETAILS l 0;({~~" ' ,,\CEI\I8~() '9 ... COMPONENT PARTS AND CONNECTION DETAILS ~ ~ N~6-lr' . ?~\ F !\'~IJ.. COMPONENT PARTS AND' CONNECTION DETAILS ~ ""3, . ':,:,.. 12733 p:L-~<' /--.;,,::/(. COMPONENT PARTS AND CONNECTION DETAILS ~ ~'\ $'f...,,~ -,,' , (~.c\.. .. "i':...V" I ' R. F, \('~ , COMPONENT PART.S, A~Il_CONNECTION DETAILS \ ~, ~4~1~e~::t:;;"., "j!:"4':!.~~I:'\> ; </,( T~Cl{~)r? )'. < i: Mfl NT PAS:At!l1O ' " NECTION ~e~~ 1<,,'21' ~ 'N", '-~,\._ . -;' ~ 5" u ~ PR ... ~.,\ I_i\~ f\ I: 'I'. '1;-,. 0 14'" \{ .. / - .... "I) OFF (1~."'C~,~ "~\l\J IS!:'" II, 11/ .." 'v<J1,V ",' '~ ",;.-: A..<V<<~!lG\NEE~.s:~/ ~of W~~/"''f; $~~~.~~,'rtck'{i\ * I ", *~). ':rJ,: ('.'.'j '~.:[-" !::? 8440 r;." ~ ."""~_ ~ .::(jl~' ' ~-9\C':. RAYMOND' TU' - '. AL tt'lEG~ C!J_ :.,. '!.,,_, i g ~1;1: -0 TUCKER: : <::~ , ..... .~ -'1 w ORt.GON ~ '., ;;;~ IX: ::.l;t ~ 20918 :: :;013084PEVj)~. 1> ~"tsn41 0: . '.~~,;' ,-.. ll.J '; 'i : Q:- : ~ "9. ~ . CERn .y ~ 1"c;. ;:: \o....,'9~~",.,1n";;-~tJ <:.1!oon o.?/'''! ~,<GISTt\l.~\) ~ 1f ATE { NO. 8143 1 G'us ,OJ ~//>:-Gi"". ;'.1 ,\'~':O'o ","'/~V'.;.o~ tt~~~/O" <,,<:. ' No. 896, (r. PROFESSIONAL r '22. 0.. , ',1" .::' t ~ <'cf I'lO~.n...(.lJ ~""'''>' ..,,,,. ..J.{. . IV A,! \. ':xl 5I E : """",1 p. TUC;I.Y . ~~"''.1~/nNp..\ '::,.,....':...:' _" n iir'tt~-s'':~ I:;; Of J^ .o\--f-1'G/Nt"'~V'~ ~." _ ,~.. ..".".....' ~,'\-iJ \l). L ";' I ~: ~';; ~'"""'.J.~ ~~- llilllll"."11 ,,)...\ ~.' \..P).. J'.<t../... ~ F: TUC,"" ~OfESS~~ _., ~-?/O2- ../,;:\..}>J3-4,jf""" ".~r;;'t':{~~". /~.'If. E~G\"\\':i ~.,__..'" ~ (1---1~~- ..(,~L_~ 4," 'f'"' \STf'.... -1~, $ ARe -I ,...... 1't~ ,,,,UIIIIHI/tl/ ~:<;> ( \~ ~\eUIOn<1I('~.......:- ~"VG R-t.(j -:;. g \.. N AS \ ~,\,\"\ C()jj/II/!: '!to"'"'' l-. n.r/...... IV .,() \, ~\ "p",,:: -;. ~ ,. <.. '711J '~_', ~' ~',,"""~'...,' iJ "1.)\ ,},,, ...'" IIICAI( '" ~~..~ '" : NO. 1427, '-, REG*'S"TE*RED .. ~';.. r'(0v,.(.C:,. ~ ...;;~GISIC ... No 7984 <:') l ~ <;,t Q ....~-\'... - .1 ~/.. {.t"'>';"'~.'~ ,:;: ~ I" '" . ::-' ,/ i} 21152 "'- '1: PROfESS'ONAL :~ PROFESSIONAL c.,.. ~ v\<><': g! ' ~ R. F. TUCKER r.~, ~ l '" R F -=',~ ' gt ENGINEERr . \!;'~ ' "" \::-< ~_' ~,,! N;;--J ,..,-" ~'- f>,'," " .~ , ~.:;".>1> . -;0, - 4..(., ri- ,~,'i': '" TUCKER 'i "-::1J : <'11-", tY, .:: ~, * * " .;:E~l <~ i", ;<1\ 0 - ..-". >< ./, J "~ "~r j ".' ^~'-~;<<-:;', ...r.No.4523 .,'0;;",,;' NO,~053 i ~.",~..'.<<tAW'~~""''.'''''-' ,,'.~'J?~'/;-:;;.~~'T'.>/ \\.. ....:;:'g~i.d.. t. /' "'''.'(:;.' -., 'r! 1(','1"':,.,'.'" ir,,/O. TUC~:~"%;;;-~ \:-:"'~~~"'/I(... -xu .../'.,.~ . ~",...~uI6~.:......:~6~,,~~ .. . ..... '.'1:'1" \1: l" .,y- ",' \'. \.... ....~::. ;;> "J,~".~'~N~ '.c .. . "I ''fAl ~ \\' , ..... rfii~~ \:..... /" ",.:. ."'1,\,~,,,,,,,":io~ ~ j/)~~-",,-,,,' \ '.- . IIII1 \\\\\' .;:- ... .;.:- ~"/.. ''-, NI'. I ~':.":-,..,. 111111111' ~ '"1''' '. ,,;,,';'- ~. 1';'JJIlIT'W," ,... TABLE OF CONTENTS III ............ ..., ~ -....... R. F HIe- .u........u....u.~............. . ~\ 50450 . ('V' '. 0 '..1> ~ \) " '-t... :. 't, ,(0 ",: G:SH."<...,..' "_ " {-o ".. .... \~ , '~r. U.:,',,,- ......" ~.(, . :-. .1\... ....dVAl t. _.:"-- , ~!:'=1~:~,~~ . ')......... :~..,:~... GENERAl N.QIES < . . WIND LOAD: FOR 0,4.12 ) SLOPE ( 2.12 . (i) FOR DESIGN OF COMPONENTS AND PARTS " ....,'~~ .. .....';, ~ t. ,-,.j~' ~~ ," ..' 2. ALUMINUM DESIGN IN ACCORDANCE WITH THE UlTEST EDITION OF ALUMINUM, < ,." ....~JUlr. 1fT loSS THAN 15 rr DesIgn Uplift "'Ind Pressure (pSt) ASSOCIATION'S SPECIFICATIONS AND CHAPTER 20 OF THE UNIFORM a.UILDING cogE. '1,<'\; SIMple Span AreQs EQves Qnd Dverhangs 3. EACH BUILDING PERMIT SHALL BE ACCOMPANIED BY TWO COMPLmLY DIMENSI~ED" F TUCKER 'i~spehed E Unenclosed Enclosed Unenclosed Enclosed PLOT PlANS SHOWING EXACT LOCATION AND SIZE OF EXISTING AND PROPOSE~ ".' ....1;: Mp xposure STRUCTURES,' . '3 Nt>, o:320tl5 > t. 70 9 , ~~, 9 9 DESIGN LOADINGS: '/" ". , '~1.''''~ ~o;;- 0 : ' ,,-/ <,0\ lO~ir!" '~11 o. -<;;"'~ 70 C A, APPENDIX CHAPTFR '1 I)MSION III PAllO COVERS/' "~'%"l'7;i:"";:'" t"'~~" ,:J,C" 'i/ 90 C I - . f," ,0 ~ "ft;r/"; '{O. 1'~~qQN/li ~';:'r!' UVELOAD; 10 POLiNDS PER SQUARE FOOT. .0 : 8207' '" \ '........v,..~",;' , 20 POUNDS PER SQUARE FOOT <t ")C":- ,,"""'~""'I" 25 POUNDS PER SQUARE FOOT rJ" "., ,. '. '., BLDG. HT LESS THAN 19 FT Design Uplift "'Ind Pressure (psf) 30 POUNDS. PER SQUARE FOOT 1-:,1 I ' ,.;:~ ~- ....." ',' .. .~: SI I S A E .. D h 40 POUNDS PER SQUARE FOOT &" \, J~ ',"';,~~""'" ""r,' '. ,,/ ~ Mp e pan reQS aves Qnu ver angs 60 POUNDS PER SQUARE FOOT \ D . ~ :; '..J;.'..- _ ".\:, ,~Speed Unenclosed Enclosed Unenclosed Endosed ate l" / ,_, :,~ tV~~"!7,'<~, t> ~Mph Exposure . . /.. e. .........~.J:.7l..~R.. ..c.' -- WIND LOAD: FOR 0.4'12 > SLOPE < 2012 ", .11--;C;M:~(~/ f( [A.CIUC~m,;; ~ ~ 70 B 10.65 10.65 10,65 22,93 , - ::::. ~~,J,;",J.\... , . :~ 90 B 17,58 17.58 17,58 37,86 Design Lateral/Uplift \/Ind Pressure <psf) ',:"\ -; &%t;~, /' ,::: ' C 18,05 18,05 ';" .." 7 ""Ei>" \ .' l.. ,,', 70 18.05 38.88 EQves and OverhQngs ,. ~ c/I'c, ." ".'2. .' '---."., 90 C 29.80 29.80 64,19 Unenclosed Enclosed <.....;.;,~:;i'Gi.' ~:'~t:/';< .,:" 29.80 tf"' -" It \:01 ~~ 7,5 7,5 :Jo,'r:,::,~\I":\".(IJ} FOR 11,3 11.3 ...~" \,~{jftSSIOA' ". to 10 ," ....:\) .n. _" "-'1/ ......~. ...... <13:-"<.;.- -. <~' " 15 15, J ~ '. f f2 e.~ro. ~(.G. No. ..... ~. ......~ (. X'~ "q(~ :: [j l \ ~ .~, \)\STl,f,(' Q::' : 6362 : [, :: ^--\; '..... : R. F. ruCKER= : ~ ~.. o. I ~ .. . 20 PQlJNDS PER SQUARE FOOT, PROFESSIONAL "0 "'0 ' ~: ; 25 POUNDS PER SQUARE FOOT PE4074 "',.Ui,! DPv..C(-...'<' ..t 30 POUNDS 'PER SQUARE FOOT .. A I'A'G ,-c.% '" "o~'o.;.,o .,,;~ j) () 1 2GGU 40 POUNDS PER SQUARE FOOT 'f/. rrllll'h}- ,.f"./ ", .':'- , 60 POII,\,IDSIIl'Eij"O::QUARE FOOT lj..U.\p', .'....-\.)--1."'5-" --.:~,.. .,...~' ;:::::-0';:'('- {, ,\I'(~'it .", 'Jl ,~ '" . .......,.. ~ ~,," . , '/1 ,,\\ "' E 0 F 111/ ~('.\ ~t. r ~ :.....--/..;.~ ":: I I-..i';f" .~,. ~ .-.::.' ./ .$'",\~ Ot),}/,/ ~'\./ I:f";';:(.;o~~ /""''&';. """" ..!.~~ 10-\:. l{. 1 Ck ~ '" Co;) '0. ~ 0 _.~~ ~.. '.....,.;'.. .~ ..~. .-;:~ ~ ~ c;J PROFESSIONAl.' \. , ~ : ", ""' ;I=-~ ?J v-) "" R F. TUC - I ~'I '\. 6- ~ .~. \ - ..'~ ;0 ., KER ~ -~--'__" ._':L\' I;'J ;~<,,171';;>~' ""'" ('" ~ ~ E-61529 ~ R." !tJ~!t'"ii- 1\ \?- '}.." 'J \\~ N 70 Q)j ~ i 11 ':~G1Ne~1 r~J;, \. ~ ";~. {;~j . ~ II \~,~EGIST(\,~ ~<Y/ ~~,~, f:fj~;!L"!f:';:::\Af.' '\.,~'''~''7I<!t!~~~ \\~ J. ' ,"Vlt,/~~I/ ~/",fSSIONAL tW}","'-:- Sv~.~t\l,;{(fj) "..,,....~, ~ "./ Ircr~l~\)~;~ ~IIJI'I''''l1H\;\\\\\~ _U'J.:.~' NEE:R~P DESIGN OF PRIMARY FRAME, SYSTEMS Design "'lnd Pressure <psf) Exposure B Exposure C 70 Mph 90 Mph 70 Mph 90 nph 10.2 16,8 17.4 28,7 10.0 15.0 10.0 16,05 1. DESIGN IN ACCORDANCE WITH THE UNIFORM BUILDING .CODE 1997 EDITION, 4. ~ II I, Speed mph HeIght Zone ' , , Less than 10', Less than 10'; Less than 12' Less than 12' SIMple Span AreQs Unenclosed Enclosed 7,5 7,5 11,3 11,3 10 10 15 15 70 90 70 90 \ \,,!/Jl!III/1/lIlft ,:"", ~. lt1CA:: ~',~ ~~. \...._....,....~ ~4J. ~ f .- G\STf~ia\ ~ . I 13557 E\ m I : ... ~ l -a: t - .';.. ,~\. ~ SlATE OF ~/:".' ~.-..I .: " ~"",,: ~""2 ...~ ~~: ~~t \l1~q: '.'\'1'" /' ~ Ll. ...~.........~...t ,.' ~ ~ ' ("} L.'" ,'" "I" ..I'r;JA \ 1;'. :\''', . - j jtlluum"'\'t'\~ . ........,'"'' ~, ~.i')"_\J fl... l'~ 9."" . , ,. " ..... ~\j ....;. . ",,,I ...>j....:I/',.~, !I' ~. ~f I . <: ", .. .. " ('~ 'U,f, '~ ~~. ....,'...~ ~ : 1CJ::. l(_,.. :. 1;1 'I .' , : I I -)e , " ... J. U . ; \ A.,: o/} ~ III 'ril- ("':--" .~ ~ ~'... IN'..-\t... ...... ~ ......0.... ~.." (oJ. ....... ". ,t Urll\.' ," '4 '. v'''' ~\' d.lO ~ "~II~'- LaterQI Uplift '" .1'" ,~i ' 'I 10.16 16.76 17,36 28,66 ' 10,16 16.76 17,36 28,66 10.16 16.76 17,36 28.66 ' 21.87 36,11 37.40 61,73 ;1 I i ~ I DAlE REVISION ~ REVISION DAlE fa)Am..:~" ~"",.aX CJIY ~1'IIlIllX:I8,1fI:. Englneerlng Service. 11-40 All p", Drlvo EllrhGrt. IN '-'1 ~ FOr: TNII PAllO It COMMERCIAL COVER CONSTRUCl1ON OETN~ ' -. U",^WlNb" NTS ~~ GENERAL NOTES rs/~O/2000,~Ir" POO-Oll 1511" OF 14' 17, PATIO STRUCTURES WlY BE ENCLOSED WITH INSECT SCREENING. 1 B, STRUCTURES MAY BE ATTACHED TO RAFTER OVERHANGS PER SCHEDULE. 19. WHERE ALUMINUM ALLOY PARTS ARE IN CONTACT WITH DISSIMILAR METALS OTHER THAN STAINLESS, ALUMINIZED OR GALVANIZED STEEL. OR ABSORBENT BUILDING MATERIALS, UKELY TO BE CONTINUOUSLY OR INTERMITTENTLY WET, THE FACING SURFACES SHALL BE PAINTED OR OTHERWISE SEPARATED IN ACCORDANCE WITH U,B,C. SECTION 200~.3, 20. ALL SCREWS CONFORM TO ANSI B18-6-4 AND SAE J933. 21. ALL PANELS ARE CLASS C FIRE RATED UNDER ASTM El0B-91A AND UBC STANDARD 15-2 . . ~ GENERAL NOTES: (COWINUED FROM SHEET NO.1) NOTE: EXPOSURE "B" HAS TERRAIN WHICH HAS BUILDINGS, FOREST OR SURFACE IRREGULARrnES COVERING AT LEAST 20 PERCENT OF THE GROUND LEVEL AREA EXTENDING ONE MILE OR MORE FROM ' THE SITE, : EXPOSURE "C" HAS TERRAIN WHICH IS FLAT AND GENERALLY OPEN, EXTENDING ONE-HAlf MILE OR MORE FROM THE SITE, IN ANY FULL QUAD RAW. I *'5. CONCRETE MIX: Fc=2500 PSI 2B DAYS. APPENDIX CHAPTER 31 DIVISION III PATIO STRUCTURES WlY BE ATTACHED TO CONCRETE SLAB WITHOUT FOOTINGS WHEN THE COLUMN LOAD IS 750# OR LESS. CONCRETE SHALL BE A MINIMUM OF 3.5 INCHES THICK AND NO CRACKS WITHIN 2'-6" OF COLUMNS, COLUMNS SHALL BE SET BACK A MINIMUM OF ~ INCHES FROM EDGE OF' SLAB. < " 6. FOOTINGS HAVE BEEN DESIGNED FOR CLASS 5 SOIL. ALLOWABLE SOIL BEARING PRESSURE OF 1000 POUNDS PER SQUARE FOOT. STRUCTURES SUPPORTED BY FLAGPOLE lYPE COLUMNS ARE NOT ADVERSELY AFFECTED BY A 1/2 INCH LATERAL GROUND MOVEMENT AND FOOTINGS FOR THOSE. STRUCTURES HAVE BEEN DESIGNED FOR AN ALLOWABLE LATERAL SOIL ' BEARING PRESSURE OF 200 POUNDS PER SQUARE FOOT PER FOOT OF DEPTH, SOILS OF ORGANIC CLAYS OR SILTS REQUIRE A SOIL INVESTIGATION AND SPECIALLY DESIGNED :FOOTlNGS, FILlS MUST BE PLACED UNDER A LABORATORY CONTROLLED COMPACllON SUBJECT TO APPROVAL OF THE BUILDING omclAL I ALUMINUM BOLTS TO BE 2024-T4. I COMMERCIAL STRUCTURES, MAY BE USED FOR PARKING OF MOTOR VEHICLES PER LOCAL BUILDING CODES, APPENDIX CHAPTER 31 DIVISION III PATIO STRUCTURES WlY NOT BE: USED FOR PARKING OF MOTOR VEHICLES, I ,FREESTANDING STRUCTURES SHALL NOT BE ENCLOSED IN ANY MANNER, 10. STEEL BOLTS SHALL BE ~ A-3D7. 11. ALTERNATE ALUMINUM ALLOYS OF EQUAL OR HIGHER STRENGTHS WlY BE USED, , .- 12. STEEL FASTENERS SHALL BE EITHER STAINLESS, GALVANIZED OR DOUBLE ,CADMIUM PlATED "AN" BOLTS, , 13: HIGH STRENGTH BOLTS SHALL 'BE ASTM A-325. / 14. EMBEDDED COWMN SURFACES SHALL BE CLEAN AND FREE FROM OILY SURFACES, 15. PATiO sTRUCTURES ARE DESIGNED IN ACCORDANCE WITH APPENDIX CHAPTER 31 DIVISION III OF THE UNIFORM BUILDING CODE. 16. HEADER SPUCES SHALL NOT BE LOCATED NEARER TO THE END OF THE STRUCTURE '.. THAN THE FIRST INTERIOR COLUMN. 1" '. L i . I I ;: " , i I 1 I I I i I , I I , I I I I I i RE.V1SION -1 , 1 _'1 DATE REVISION DATE I II ~^lI1'!1I.'~~",,,JI'Y EngIneering ServIce. C!Jl! ~ II ~ All p", Drt.. I IDIJINCJ'III.....-1..1NC. Ellcllart. 'N 4I51~ L, or: TN';PA110 " COM"'!:!lCIAL COlIER CONSTRUC11ON DEl'N~ I ~ UNAWINv ) ! NTS a~- GENERAL NOTES , i ,is'/~O/2000i.lf POO-012 I~ OF 14'1