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HomeMy WebLinkAboutPlan.pdf,-------------------------------------------------------------------------------------------------------------~----~------~~~~===~--==~====~~--~======~~~ " • • ~ 9 r-N N ~'-I" S'-I" ,2'-6" CREATE 12'-2~" OPe:. , PORCH ADDITION <\'-11" F\JT\IRE /'iIILL FOR~ SPLIT i'. LEVEL ENTR1' FOYER PLAN NOF1.TH 4'-10" -----f-----® 5'-10" 9'-5 11 EXISTING FLOOR PLAN EB J'lO, SIZE '" 5'-: I " )( 1/4"= 1'-0" ~ 5'-:' )( "-( '-1'-~"x ,'-,." J 4-l: " )( "211 , )( ,' .. , I ~I-x''. ~_ ' I'e ' NO, SIZE I ~I-C II X ,' .. 2" 2 ~ I -O " X b '-IOII 3 3'-0" )( i' -O" a/~~Hi :;r"frc 5:-cecl C!!-/Zs-o pL h:Y f" 8et/~$', Cc:yy d'/s¢<: ?~#P/# 2/ttJ////5t!'~ .M~~ hk, ---------, • ~ -;-, ---T-~ I, I, I, I, • 9 m • ..\) --< • I = 1" N • m9 • j 2'-10' 16 1-6" EXISTING ""'INDO"'" SCHEDULE GiJANTITY I I 2 "1'1' ERIAL I HEAD I ,'-t '~)" ,'-DOUBLE ,'-, 1'-" " €; '-I '" DC ,'-E EXISTING DOOR SCHEDULE TYPE DOOF1. MAT'L FRAME MATL DE5C.F1.IPTION OVEF1.HEAD L SY'lIN5 FRENCH MET A CLAD Y'IOOD OVEF1.HEAD 5AF1.A5:r..E~D'70~0""F1.'A2!'"--~ ~OD ~OD EXTEF1.IOF1. 5AI'U' 5E mT DOOf<. META JC AD ~OD EXTER 0F1. 5 .ASS DOOF1.S META ICLA;;> ~OD EXrEROF1. FRONT ENm DOOF1. TO BE~VED See p},fl1 d>f~~h k t;u//tt1ft.i ~~w)Nmo{Jrlh, • e../-tcftu CIt I f!.Pf#(U Ii1 !lffjtJ# .. r{ IU1/.t)f-uJ. ~ FY~ L/II-',tk-bn1 , • ue.vht I c'" I r. JllII/Itf'f jtD1M' I fWllIt)reeL ~ eojFf)? .. r/111~1!1J j APPROVED SVBJEcr TO NOTI:D DClJ'rJON$" INSPECTIONS GARFIELD COUNTY BoU.IuL~ O ~ :;EBPyA~RJMENr LD CO;f;p~y,t:=::.. JIfO INSPECTION WITHOUT 1'BESI: PLANS ON SIT[ "",. or KURTZ $ ASSOCIATES, INC, 5012 COUNTY RD, 154 GLENriOOD SPRINGS, COLORADO ("110) "145-6905 EDELMAN RESIDENCE 11M4 HlcSHriAY 82 cSARFIELD COUNTY, COLORADO DRAriN BY: H,C..E,K, C.HECKED BY: B,J.K. SCALE: AS SHOriN PROJECT NO,: 10-9"1 DATE: CONSTRUCTION SET: 04/19 /11 SHEET TITLE: EXISTING 4 LOY'lER LEVEL FLOOR PLAN SHEET: A= c::J ''"", , .....",... 0:: -' "" ., Oi -= <= ..'0" c.. t.".:'l <'i D:J ~~ rg ::I: U..". . '" I:tc rg .... .§ ~ 11.1 : "C "'CI ..... ill 12 6r----=:::; -~ T.O. PL'T'YID J. EAST ELEVATION 1/4'= 1'-0' ~EST ELEVATION 1/4"=1'-0" ~ T.O. SLAB 'I'I '-e>.1/2 " ~ T.O. SLAB 'I'I '-e>.1/2 " , T.O. PL'T'YID ,l Wll II , T.O. SLAB + "'I '-e> .1/2 " III I L II , I I III , , , , ~ lUll III 1111 , , I I , IU , I IJL ' lUll .L , , , I " , , @~J II II I. II II IIUII II . II I I " II I I , I " 1 ~~ D L-______________________________ ___________ ----------------------------.-------------------~------I I I II II I I , I I II I II II II 1U II II I III III II , i I , " , .. , .' , " , , , , , , , " , , ~ ~ ~ @~ IU /; /:-/:-/:-SOUTH ELEVATION 114"=1'-0" w II II II I I I , I , II Ji II III I ' II IJ I I I I U, I, [U III I I II II II 1111 I " " I I , , , , , " , ~ L~! l I~II NORTH ELEVATION II II II II II ' I II II II I I , II II li , 'I I I ~~ @II /; II II II I II I U. II II I I II II II , , I I I I I , , , " ® ® /; 0 /; II I I II II I II II III I I I , I 110 11 ;1 Ii II II II II II II JII I I II II , Jll , , ~ @~J ~ . Jl I I I t I I II II Ii' I I " , ~ T.O. SLAB 'I" '-b.l/2 " _Ill II . 11 IJ " J-T.O. PL'T'YID KURTZ ¢ ASSOC.I A TES I INC.. 5012 C,OUNTY RD. 154 cSLEN~OOD SPRINcSS, C,OLORADO (~10) ~45-6B05 EDELiVlAN RESIDENCE 1 16~4 HlcSH~AY 82 cSARFIELD C,OUNTY, C,OLORADO DRA~N BY: M.C,.EK C,HEC,KED BY: B.J.K. SC,ALE: AS SHO~N PROJEC,T NO.: 10-9~ DATE: C,ONSTRUC,TION SET: 04/19/11 SHEET TITLE: EXISTINcS BUILDINcS ELEVATIONS SHEET: A=:2 ~.----.----------___ _ _ _____ --_________ ._. _________________________ _ .....J ~-------------------------------------------------------------------------------------------------------------------------------------~----------~-----------(:2)-1/4' ell", " 6" sDs SGREi"Is (sTA6cSE'" 4><4 TIMBER BRACE 6><6 TIMeER POST .,...j 1/:2" ell", 4' I THRIJ-t30L T 11" 2'-411 4 ,j'-----=:.......:.--t--,t' 6EARIN5 10' .01", c.oNC, PILASTER POURED MONOLITHIC, i"I I FTcS I I I I I I I I I I I I I A6U66 POST BASE i"I/:2-1/:2' ell", THFW BOLTS TO POST. I -5/a' .01" . X a'le:'-:2' ANe.HOR BOLT OR s/e" .01", >< 6 ' SLEEVE T'fPE EXPANSION ANCHOR -:2 HORIZ TIE c> T,O , PILASTER 4--4 >< FULL I HElcSHT l!,e" Di"IL'S +--+ __ .J L __ FORM FOOTINcS i"I/'BlcSFOOT' FORM AS MANUFAC T1.IRED 6'( BlcSFOOT Sl,(STEM5 :24' ell", OR EGlUAL. FOOTINcS TO BEAR ON UNDI5T1.1ReED NAT1.IRAL. BEARINcS SOILS OR c.oMPACTED STRUc.T1.IAAL FILL PROVIDE CONTINUOUS FLASH I NcS :2xE> DECK BOARDS -ATTACH EACH DECK BOARD TO EACH SUPPORT Y'V (2) -lit> " ;;" DECK SGREi"ISo (2)-2"e AAILINcS :2><6 J5T HeR LU-:26 EACH END PROVIDE C,ONTINUOUS :2xlO LEDcSER i"I/114' ell" " 3.1/:2 ' 5DS SGREi"I c> 1:2" O,C"TOP • BOT l' EXI5TIN5 • MODUL.AR :2><10 MODULAR. JOIST , T.O, PL '(i"!D 101'-:2,1/:2 ' ---I"-.-I'~--"------------------------------------------~~ (:2)-lbd END NAILS ~ ---2)(b DEC,K JOIST :2)(b BLK'cS C> MID-SPAN i"I/J5T HcSR L.U-:2b (:2) -:2,,1:2 -~ J5T HeR LU-210 -NAIL TO (:2)-2><12,--~ i"I/(b)-16e1 NAILS MINIMUM , 1 1 5'-10~" PROVIDE (3)-1,114" LVL HDR EXISTINcS MODULAR. FLOOR JOIST, :2><10 It Ib' O ,c" , 1 :2,,6 DEC,K JOIST It 16 ' O.c,. PL.AN NORTH UPPER FLOOR: DECK FRAMING PLAN EB 1/4"= 1'-0" J;, T HeR SGHEDUL.E HeR NO. DESGRIPTION I ) HUC-212-:2 i"I/(lE»-IOel n"lle to !>upport 2) H\JC.-2e-2 TYPICAL EXTERIOR FOOTING ------------------------~A ---I"-=-I'-~-'----------------------------~~ I T,O, SLAB , ",,'-a, 11:2 " II I I I I II I . ,: r " , -II I II I II -11 II II II II , , j , I I II I , I II II II I II I II I II II II I II II ~---~. ~. ~--j I , ' I ' I I I I I I I I I II II I I -I. ' .~ I .... '~ II I II ® I II II II I I I I L I I I I II I I I ' 6'-0" R.O. Ih'-a' ff--------I II II II II II II II f I II II II II II II II II u u I I I j I I I II I I I I u I I II I I II II I II I I II II I I I I II I I I I I II I I I II I I II I ' II I I II I II II I I I I I I II I I I ~I-I ® ® : I /,I I , , ,," I I I • 01 ICJ 01 10 OC!JO OC!JO 01 10 DI 10 o I I ( ~ • • • . •• .. ijill' -; ; ; ; I I . ,V r )< "-I~ STRI~ER5 I I I I I l' ~ ON 2x6 ~'f6:) I "-... PLAn: -SfE AlSI I I I I I I I )l")l,, I J , I 1 J , T.O. PL '(i"!D 101'-:2.1/::2' 'T.O. SLAB 100'-0" T.O. SLAB""?-~..l.----------------- -----r 1. --------I------------I------I--. ----------------L' _ ~ _ J-----------.( _ _ J---------I---------------------L l "b':;e" ,-L ----------------------" ----------I-----------------r ------------------------I----------------------J REINF C,0Ne. ) (a' ( e ' I SLAB i"I/4><4--1"1:2.1)(1"1:2.1 i"I.i"I, F . 3 '-0" 1'-'" I , ~~~" 2~'~)l 1'-t>~" v-2i" ~~~ ~" -----~----~ 4'-6" E>'-O' KO. S'-II ' II T'S C> II" = 10'-1" NORTH ELEVATION :lIe" = 1'-0" Jnl!l -_.--KURTZ 4 ASSOC.IATES, INC.. 5012 COUNTY RD. 154 6LEN~OOD 5PRIN65, COLORADO (~lO) ~45-e>305 EDELMAN RESIDENCE Ile.~4 HI6HI"IAY e2 6ARFIELD COUNTY, COLORADO DRA~N BY: K.C.E.K. CHECKED BY: B.J.I<. 5CALE: A5 5HO~N PROJECT NO.: 10-3'1 DATE: CON5TRUC T ION SET: . 04/2~/11 5HEET T ITLE: EXTERIOR NORTH DECK 5HEET: S=5 New Poc>£-.S f iVIHdoIAJ 5: U-~. 35" (x,e.. pi,tJt Att!ld.l'MM~ W z.ocq rae R."fwre#lt'ttliJ NO. SIZE 4 " x T-O' " , ) " " " 1'-1 " ,'-I . x ' ,'-, , L ,'-, )11 )( , M ,'-x ~'-NO. SIZE "-",'-'-, x .'-;'-, ' x ,'-, ,'-x ,'~I _ 11)( ,'-l I Ie ~'-x r'-( II NO. SIZE j '-" x 0; : j'-. " x 1'-( 2'-" .'-. ," :;l ' x '2" 1'-x ,-( " 1'-x ,'-: ~ : ;'-1 x l'-< " NEY'I V'lINDOY'l_?g UI_E I HEAD I DESt: r'-, ,'-,'-D , ,'-" NEV'l DOOR SCHEDULE "" I , c,..", n"""" ... MAT'L • MA l'b )!=4". IPTION :;l (Ie :;l -I' EX' 'I'<. EXISTING V'l INDOV'l SCHEDULE "" ",j., I I HEAD I ~I ,'-:¥,I ~~ ,"'--DOU6"-E I-I..IN ;INI ~5 ~ ,'-, I T'-, ~ E: ,'-1 :;lC t~ , :;>n EXISTING DOOR SCHEDULE , N.. : ;:O:.:..h;-;;iS:.:.I!Z=:;E:.,....",.-+....:G::::U::.A::.N.c;.T.:I.T.:Y...:..... ...,I-=..,.TY,,;rnP~Er.=;-t7DOOR MAT'L FRAME MAT'L DE5GRIPTION r I '1 '-0" x " -' I OVERHEAD TA noOD O~RHEAD IS~ISE DOOR 2 19 '-( " x b'-I " I L S~ I N6 VOc D ~OD ~J" OR IS""RAISE t;~TRT DOOI'<. 9 9 '-< " x "-" 2 FRENC.H META ~LAD ~OD X~ ~ IS ",,-OO~ 4 2 '-"" , '-" I R S~I NIS META LAD ~OD I t;X Il:RIOR ~r TRT DOO TO 6E~0~~ • c1,l iN • j> o N • 0 , in •o J' til 2'-1I~ " © I 1!!! 1 ".... ~ C>FF"e' ~ I eEEI~S t f .. I I 5 1-2 11 16'-2~ " 1'-6 11 @/~I ® r ~ I BATH I 1C;51: 8 '-111 /11'-4" -....'>..-----...... 1 1 l:.z~ 2~ 3~ bt _ .--------I I I -~ @0 ---+---+-/+ T.O. BASE;ME;NT SLAB-q6'-f," + T .O. 5"-A6 100'-i:;l" 1 S.O.<50. 1 1 STORAcSoE 1 12'-2" 20'-e~ " 6 "-11'-511 • '?J ,. r---H ~\ r-t----t---'I ~ l' 9 ~-~~ ~-f-++--r-----t---+--------------- -+---+ iUP '---./....... II T'. .. 10" 9 '-9" II '-9' PLAN NORTH Ib '-b" • j> til PROPOSED ENTRY '* LOll'-iER LEVEL ADDITION PLAN E9 1/411 ;;1 '-011 • :, • j> o N KURTZ ~ ASSOG I A TES, ING. 5012 COUNTY RD. 154 ISLENV'lOOD SFRINISS, COLORADO «no) '145-0005 EDELMAN RESIDENCE 110'14 HIISHV'lAY B2 ISARFIELD COUNTY, COLORADO DRAV'lN ElY: M.C.E.K. CHECKED ElY: El.J.K. SCALE: AS SHOV'lN PROJECT NO.: 10-0'1 DATE: CONSTRUC TION SET: 04/10/11 SHEET TITLE: PROPOSED ENTRY 4 LOV'lER LEVEL ADDITION PLAN SHEET: A=3 ~euJ D~ts fWt~IAIS: {;L=, ~S (S'U plhYIlrlfAeitlMerlk Cr ~tt IfilX, J2Rru,temeIf0 NEV'l V'lINDOV'l SCHEDULE NO, SIZE GUANTITY FRAME MATE:RJAL. HEAD HE I ~HT DESC-RIPTION H 4" )( , '-0" 2 V'OOD 1 '-" NEY'I FIXED SIDELlC;;HT Y'lINDCY'lS I /!I'-n )( 4'-011 2 V'OOD , -" NEY'I FIXED Y'lINDOI'6 ..J 2'-II )( 4'-611 2 V'OOD -" NEY'I FIXED Y'l INDOi"lS C;'-< 'I )( 4'-011 I V'OOD , -" NEi"I FIXED i"IlNDOVl 6'-011 )( 2'-eu 9 V'OOD , -, NEi"I SL IDER i"IlNDOi"lS "1 5'-2" >< 2'_811 I V'OOD , -" NEi"I SLIDER i"IlNDOi"l NEV'l DOOR SCHEDULE LN..:, ; ;,Oc;,,'+ -=,....,..;S;:..:;IZ=E:;,....,...--If---"G=.UA'-'N""Tc;"ITY'-'-+-.....-'TY,;.,;.,PnE,...-+-=D-=0'7.0,;,Ri:-:iM.;A""T:....:'L=-+-FAA~ME~M=.:Ac;...:'TL::.;-_____m ioDESC-R PT ON 1~-75-r~2~'-e~"rx~6'~-e ~"rl_--~9-+-~R~Si"I~INCC;;7-+--+.i"I~0~0~D~_r-V'O~O~D~+-----~m~~ORDx 6 2 '-/!I" x '-" 5 SVlINC;; i"IOOD V'OOD IN mOR DOO 1 5'-b" x '-" FOLDINc;; i"IOOD V'OOD COSET DOO /!I b'-~" x '-" FOLDI jC, i"IOOD V'OOD C;ei5ET DOO haC;~2~'~-e~"~x~'~-~"rl---+--1~L~S~H~C;;~~~V'O~0~Dr..~~V'O~0~D~+_--__ ~~~ ORDOOR 10 3'-0"x1'-" LSHI C;; META_ICLAD Y'lCOD eX DOOK EXISTING V'lINDOV'l SCHEDULE NO, SIZE GUAr.1 IHEAD~ ·rION A i'-1')( ,'.e ,'. " SLI ~ ~~Et~"~·~)(~,'·~e~::tl ~~:E~~::t:~·'.~,"~~~Q[~~ I ~~----~ 1'· " x f'··" ,'. " 1"01. ,I: HUN I I R~I: :i .4'-'" 2" '-I " ,'-0" )( " -, m'2> I ~=-----l 1'-, ' )( ~'-, " I b'-I' DC ~'~!D-V1 _ --l 5 '-1,;1" x I 6'-11" EXISTING DOOR SCHEDULE NO, SIZE GUANTITY TYPE DOOR MAT'L FRAME; MAT'I.. DESC-RIPTION 16'-6" Ib t-e " , -""'-v ~ ~ Sef-pk')e S-S ~ I rLA f--t----------------~ , f-----------------------I-+-------=k-~ I r-L--------------____ -, l , I I : I i I LAUND~Y I i 1: i , @~ ' EXISoTIN6 I I , I I BEDROOM 21 1 KITCHEN 1 ® \ I ~~~E I: I , , BELO" II' I I : : I , I MASTER BATH 1 , I I ' i ;I 3/~?? ,/i ""-, ® ) i I I' , '&f'" ~ .A~b ® -~p/c.o ,/"'-, /, I ' I ~ 0) ~ \ ~ 1"---,/I "'-''-I I I I' "-/~,,1'I~~ '-MA5TE~' II , , ~, \..J V~, , BEDROOM I I I '@I eATH 1 ,/'I', ' I , ! I eEDROOM I 1 ,/! "'-, I : I I ,/6 ''-'>'''1 ~' "I'-_:::::-1:..' .•. ::::.4"_ __ _,id.1'_5-~-"_ ""-,~.c.:11c..::.'.3::.."---_+.,t , /A "', -_ i : i r------------------.JJ ' -'k--'I<-----rl-L.:==::::E~~3C===-====r=~' " ' N ', -~ .:--=--:. -== ~ -=-.:--=--:. -== ~ -=-.:--=----.J+------"z+ • , 0' r \ ®' '<t I ~ L-r--------------4--~ -----~---+_ ---=J • )) is:) • • , !CD I I, ~ 'jl ~ 12~=======t======================~ I, I 'CD ,I I .~----------+--------------- ----------~-! I ICb7-70 ~D 6IJRNIN<5> MASONRY FII'<f:PLACE ~ VI! ~IVER ROCK I '\ VENEER , I if j, I ! I ~ , ~ 11\ I \)( , I ® IOPENI , I, I, I i : I, L G) _________ G) -----------t-------J 1 6 '-2~ " PROPOSED UPPER FLOOR PLAN 1/4":1'_011 II '·S' PI-AN NORTH EB 16 '-6" KURTZ ¢ ASSOCIATES, INC, SOl2 COUNTY RD, IS4 GLENI"IOOD SPRINGS, COLORADO ('110) c!4S-ea05 EDELMAN RESIDENCE 116'14 HIGHI"IAY 82 GARFIELD COUNTY, COLORADO DRAI"IN BY, M,C,E.K, CHECKED BY: B,J ,K. SCALE: AS SHOI"IN PROJECT NO,: 10-9'1 DATE: CONSTRUC TION SET: 04/19/11 SHEET TITLE: PROPOSED UPPER FLOOR PLAN SHEET: A=4 T.O. RID6E + 118 '-10.11:''' IJ II T.O. PL YI"lD + 101'-:1 .11:1" T.O. SLAB + 100'-0" I' II II illL II 'I 1-----1 I ~ I' W I JUi, T I ' II I r I ~~ R )Cj( LI III I,J~ I II II.JJ..!.'-1111 ,U U I )C:J( )C=2( _ ~ I )C~)~X~A I ~ I ~ I ~ 11-------tH1 Q) ~ Q) If-It-I-------11, --1 1 //; ~ 1/; I ! L1LlLWL II ,it -I I I • I I I I I I 1{8 I I I I I I UL ULlJ Jill JWL UL ' @~ II II®IL II II II I, /; II II II II II I , 1 II JI II il ~ I ii I III UU III II III U I I ~ T.O. SLAB '1'1 '-8.11:" 1 I I I I I I T.O. :~~ 1.--""1-_ ---------_ = = -= = = = = = = = [ 1= = ] J. = = = = = = = = J I = = L [= = = = = = = = =..1 I = = = = = = = = = = = = = ~ ] --------------~~~~6*c:~~;';F:-AC!B"---Veri At .(ltt1ilcld ~liI ~e.19M /iN eq~s'j 04 ?;t/# ) ((.z.8:.J , , III UUJI , L1LlJ I li JWUL I I , L1L1l !JLIl, I " . I I I ~~ T.O. SLAB, ,+ '1'1'-8.1/:1 d 1 SOUTH ELEVATION n R-F: ~~~ I II I r i II 11 11 II 11111 I II LlL ' III U I I I I UL UL I I I I I I II III II III ULlL JUt JJ U II I , I I II I III II ' J II III I I I , I I , WI , D III I I II 1 I , I I I , I I, I I , I j I f-® ® '['] II ~ ~~ I~II ~ @~ j I illl II I /II II J !I vb Ul -~JIot:?~ ) , -",'r /~.e,. , ~ ~.L J /~~~~ ~"':i~ ~~-n~-n-n--<J,,-n-n~) ~ AI, ~( J'ffl~6A:Er:jtE:ttl1J!tjtJ!i:j!t!tt1J!!tJ(lSHW~~ ~~ )O<~ ~~G(~S ~ )Q(~)t Q Q Q R Q Q ~ ~ ~ L Q 'E. Q Q Q Q Q Q " Q Q --t ~ ~ L trB~ I~C?( J ,JcJljc;/1i5tljj:li;fJj;tJtttfjii:7;:/K J%I~I I I 'I'" I I I I 1111 ~ T.O. PLYYC> i01'-:1.I/.l" c".,., T" t1', wf/"'..rz£.ry ""'<Nt 9!""'-(~ "toT ~'"' .I<J~~" f J1t!r ..zit< .Hf',;';j,;" .-a. ,I'l. 'HI, '" p~ ,tI . ~ T.O. SLAB 100'-0' I _T!."l,.O~.' I~S;~,:-e;.s,'8'''''+ ~ ______________ [ .L = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = -----------J.J -------------~ T.O. ;,LAB '10'-8 ' . NORTH ELEVATION 1/4"=11_0" KURTZ c$ ASSOCIATES, INC. 5012 COUNTY RD. 154 6LENJI'IOOD 5PRIN65, COLORADO (~10) ~45-b505 EDELMAN RESIDENCE 11b~4 HI6HY'lAY 82 6ARFIELD COUNTY, COLORADO DRAJI'IN BY: M.C.E.K. CHECKED BY: B.J.K. SCALE: A5 SHOJl'lN PROJECT NO.: 1 0-5~ DATE: CON5TR.UC TION 5ET: 04/15/11 SHEET TITLE: ADDITION BU IL DIN~ ELEVATIONS SHEET: A=5 T.O. PL YY'ID ~ 101'-:2.1/2 " II _=----II~ II I II 1:2 .~ , ' . " , I I I " , . ,' , , I I , I I ~ T.O. PL YY'ID 101'-:2.1/:2" T .0 . !'>LAB ~ ~ 1T.0O0. '-!'0>L" AB 100'-0' I I I I I I I T.O . :t.~:.~ [.L == = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = L [ == = = = = = = = = = = = = = = = = = = = = = = = -1 . J ~ ~~~;,LAB T.o. 5LAB ~ 100'-0" T.O. 5LAB ~ qb'-e-EAST ELEVATION 1/4": 1'-0" If f\j b . X ~ J5d-..l 1111 I II , I 111 111 II I U It I ' U J I li'l' _., I --1:2 U I I HI II I I ! II II II UI 11111 ::>' ---------'OJ I , U II I I " ------. II I ----I I II j L I U I ' --, , I I I , I I .. ---II 1-® I I' I' ;/; ~iI'-II II !---~ II '= ~ II ~ ~ ~ ~ U f1-j<: I:J{) ~( =f( )<::5\ 'j. :J( JOe YO\. )s?UQ( J2U.s;:I:C 1<::5\ X I~~~~ ~) ~~ O( )c:X: )-~)~(X~)C~)C~( ) O()O(J<:~()!~)P(b I e:: FrrtA ~ IV , ~ )( ~ ~~ '{} i9::c.) )S~h~)C~)(~I<::5\J<::5\}~)C~X~X ].s; :ZU.sI :J( J( .~ 'f;;( ~p;:;[p;:;[p:::;[~~J: ::t ~ ~~ :[ 1. )tt l. I I I I I I I I .L I---------------------] J -------------------------------------1. J [ -------[ -----------------------------------------------------------lAtEST ELEVATION 1/4" =1'-0" ~ T.O. PLYY'ID 101'-:2.1 /:2" .J., T .O. <;1 ..... T -, -_ .1/:2 ' + T.O. 5 LAB '16 '-ell GONTlNU0U5 1>< FA5GIA L.01!> 5IDIN(!; 1--"-' !'>TONE VENEER OVER INFILTRATION BARRIER (HOIJ5EI"tRAP) OVER 1/16" 0513 (!'>TlWc.nJRAL. 5HEATHIN(!;) "'--oP" GJ OVER :2)(0 !'>nJDS I"t/(l-20 ,.JJA< FIBER(!;LA5!'> BATT INSULATION OVER 112' (!;YP5UM BOARD veNEER SUPPORT AN(!;Le-5EE " /5:2 EXI!'>TIN(!; e' GONG. ~L.L. 1-----, • £)( 19"'"1\13 MODULAR RAFTER C INSULATION :2x65nJD5 4 R-I<I INSUL.ATION ~~---1(MODULAR FRAMINc!;) EXI5TINe!; :2><10 MODULAR FLOOR JOI5TS ~ T.O. PL. YViP 101'-2.1/2' ARGHITEG nJRAl.. I!>AADE 5HIN(!;LES OVER ICE C ~TER SHIEL.D OVER 1!s/;l:2" t---~ STFWC nJRAL. SHEA THIN(!; (osa OR PL YViP) ('oNTli'lJOU5 1>< FASGIA s;~ pL,,-t. Jt*~l!fAe.., +s Pr zoe" ~e;c.c.. fl..t.Iftl1rem-et'VtJ :2,,6 1111---4 SnJDS !'>TONE VENeeR OVER INFIL. mATION BARRieR (HOU!'>eI"tAAP) OVER 1/16" O5B (STRl.JG nJRAL. !'>HeA THI Ne!;) t----~ @J OVER :2)(b !'>nJDS I"tI £-20 ~F I BER(!;L.A!'>!'> BATT IN5ULATION OVER 11:2' (!;YP5UM BOARD • • , ~ 100'-0" b • 1/2 " 6YP5UK BOARD ...._-...J OVER :2)(4 !'>nJD!'> I"tI FIBER(!;L.A!'>S __ , • , b , , • • , • • , , IN5UL.ATION c: '9 • "-",_-.. " A IRSPACE ,. ~~~=---------• ~ PROVIDE 4" ('oNG S,O.e!;, OVER RI6 1D :: ') IN5UL.ATION~~~~ ll8:L~_----i ~ <lb '-e" -'-'---' --.? 6 ' GMU BELOI"t 6RADE ((!;ROUT !'>OL.ID) T.o. FT(!; ~ <11 '-4' l 1 ~ CONTINUOUS -.-* 1 BAFFL.E if 5/1,' I!>YPSUM BOARD OVER AIR INFIL mATI ON BARRieR ..... ,.,. INSULATION :2)(6 711-----0 !'> nJD5 + T.O. FL YViP 101'-2.1/2 " 1I .1/e" T JI I !'>TORA6E I ( 4" S,O,e!;, OVER RI61D INSULATION ~~-,,------.!t.--.---I ~ 100'-0" r==t===tI---1:2" RI61D IN5UL.ATION JZ-V " Cl SeE PLAN l 1 'w-O" ~ eXI!'>TIN(!; 1--_1 FOOTINe!; , • • ~ALL SEC.TION @ENTRY ADDITION , B ~ALL SEC.TION @EXIST. HODULAR III = II-ou KURTZ $ ASSOCIATES, INC. 5012 COUNTY RD. 154 GLEN~OOD SPRINGS, COLORADO «no) "145-6905 EDELMAN RESIDENCE 116<14 HIGHV'lAY e2 GARFIELD COUNTY, COLORADO DRA~N BY, M.C..E,K. CHECKED BY, B.J.K, SCALE, AS SHO~N PROJECT NO., 10-9"1 DATE, e.ONSTRUe. TION SET, 04/1 9/11 SHEET TITLE, ADDITION BUILDING ELEVATIONS SHEET, A=v 6ENERAL 5TRiJC 11JRAL NOTE5 6ENERAL REGUlREMENT5 I. D ... lgn I. ba ... d on th .. 2003 .. d ltlon 01 th.o Int..,.notlonol RIO.ld .. ntlol Cod .. (lRC). 2 .D ... lgn Live Loodo, o. Roo' (Sno..v .......................... : ...... 40PSF b. RIOoldentlo l Floor ..................... 40PSF "'. ""Ind ............. '10 MPH eool", ""Ind Sp .... d 3 ... ",ond 9v.t 3AII dlm .. n.lon., .. I .. votlooo and detail. on .trv",turol do",um .. nte . Moll be v .. rll l .. d ogoln.t 1:I'l .. or","lt .. ",tvrol do",ument. prior to Gonstructlon Or"' f~IGot ron. 4.Th", ",ontro",t .trvGturol do<:.vmente and .p .. ",I'I",otlon. r"'pr",.",nt tM'" Gompl .. t",d .trv",tvr",. Th'" Gontro.:.tor .Moll provld .. all meaeU,..,5 nOGoe&Glry to prot.oGt trk5 strUGture Glnd OXIstlng odJo.:. .. nt .tru.:.tvr",. and utllltl .... 5.Coordlnot .. a ll op .. nlng" I:I'lrovgh /loor., "all. and rool • .. 11:I'l M .. GhonlGol and EI"GtrIGal Con'EraGtor.. Natl '~ Engln .... r 01 an~ op .. nln9" to be Gvt In .trvGtur,,1 .~.t .. m •. FOUNDATIONS I.Fovndatlon d".lgn I. ba ... d upon tM" lollo"lng .... vm .. d .011 prop .. rtl ... , Ma"lmvm Bearing CapaGlt~ ......................... 2000 F5F. AGtlv t) Sari PrO&&ul"'o .......................... ........... SO PC,F. Sollo Qr., presoumod to bell nan-oxpan~lvo , non-oolublo, Clnc! nat pron .. to .. "G .... lv" Gon.olld"tlon. Sp .. c.I' IG .011 prop .. rtl .... h,,11 } b .. v .. r ll l .. d ~ th .. Soli. En9In .... r vpon .. "",ovation and prior to lootln9 p laG .. m .. nt. ContaG' H .. p .... orth-Po .... I"k. 6 .. ote",hnlc."I, InG. 2 .AII footln9. or" to bear on vndl.turb .. d natural bearing mat",lal. or Gompa",t"d .trv",tura l fill. Compa",tlv .... ffart for .truGtural fill .hal l be In a",,,,ardan"'e "Ith th .. Soli. En9In .... r'. r .. ",omm .. ndotlon • . Bearln9 oall. (natural and ",ompaGted) .hall be In.peGt .. d ond approved loy 1:I'l .. Sollo Engln .... r prior to ploGement of looting • . :I .Avald ""G .... lv ........ ttlng or d~ ln9 0' th .... "",ovation, k.e"pln9 th .. oXGavatlon I'"oa&onobly froo of If\I.otor d uring p loGom'l'lant. 0' Goncr .. t .. Por looting • . 4.6 .. n .. rol RIOqvlr .. ment., o. Foundation "all ... 11:I'l ba",k.PIII on on l~ on .... all /OG" .hall hav" a ll oupportln9 framln9 .~.t .. m. or t"mpora~ braGlng In pia",,, prior to p laGlng baGk./1I1 (un I .... not .. d oth .. r"I ... on plan). b. BaGk.fill on "ail& "ltM PIli on bal:l'l .Id ... to be Gompa",t .. d In .. qual lin. ""Gh . Id .. of ... 0 11. CONCRETE AND REINFORCIN6 STEEl. I.AII .:.on",r .. te .hall attain :lpOO PSI .:.ompr .... lv ... tr .. n9th ... Ithln 2e da~. ")(G"pt ". '0110 ... , ConGr .. t .. 'a, .. )(t",lor "at",o,1e:. and 90rag" /100' •• holl "tt"ln 4 ,000 PSI G0I'I'f" .... lv ... tr .. n9th ",Ithln 26 d"~ • . 2 .U ... T~p .. 1-11 Fa,tlond c..m .. nt (ASTM CISO) ... Ith 4-651> " Ir .. ntrolnm .. nt. Can",r .. t .. "99r"9"t .. to b .. normal ", .. 19ht (.ton .. ). :I.F .. rfarm " II G" .. t-In-plo", .. .:.on",r .. t .. ",ork. In ""'Gordon", .... Ith ·51:> .. ", I"",,,tlon. Por $tru",tur" I Con<:.r .. t .. Por Svlldlng6: ACI 501-1,4, vnl ..... not .. d oth"' .. I..... Frovld .. hot or Gold ", .. "th .. r proteGtlon p .. r ACI 505 or 506. 4.RIOln/or",lng .t .... 1 .holl eon/orm to ASTM A615, -4 "nd .m"II..,. ..... 6r"d .. 40, -5 "nd lorg .. r ..... 6rod .. 60 5.Horlzont,,1 r .. ln/oreln9 .te .. 1 .h,,11 be m"o .. eontlnvov. loy I"pplng bar .. " minimum 01 :1:2 bar dlom .. t .. r .. at a ll .pll"' .... ond provldln9 Gorn .. r bar •. F"brlGotlon and In.tollotlon of r .. lnfor",lng .t .... 1 .holl eon/orm to ACI :115. 6 .Frovld .. oee ..... o,I ... n .. e .... ary to prop .. ' I~ .vppo,t ,,,In'o,(;ln9 ot th" po.ltlon •• ho",n on th" doGum .. nt ... 1 .ColGlvm "," Iorld" or odml)(tu,,,. ",ontolnlng mor" than 0.0551> ehlorld .. Ion. or thlo",yon"t". or" not p .. rmltt .. d. e.Do not ploG .. p ip ... , dv",t. or Gho .... In .trvGturol GonGr .. t ...... ll:I'lovt prior "pprovol 01 1:I'l .. Strvetvr,,1 Engln .. "r. STRUc.11JRAL Y'!OOD FRAMIN6 A. DIMENSIONAl. l.UMBER I.A II t imber eon.truetlon (l19ht "nd h .. ovy) .holl Go~form to AmerlGon In.tltvte 01 Tlmb .. r Con.trvGtlon (AITC) o~d National D ... lgn Sp"ellleotion (NOS) .tondord • . 2 .Strvetvrol Fromln9 Ivmb .. r .holl be H .. mlo",k. Fir, .. Ith th .. Follo",ln9 minimum 9r"d",e, "'lot ... ond Stvd., 12 Jol.t. "nd Rafter., _2 Boom., Fo.t. and Timber. -I :I.AII .111 plot",. In eonto",t .... 11:I'l eoner .. te or mo.onry Foundation .holl be Found"tlon 6rod .. RIOd .... ood or Fr .... vr .. Tr"otod H .. m-Flr -2 0' b"tt"r, d ... lgnot .. d '0' "Abov" ~ovnd" v.og .. 0& d .. Fln .. d by th .. Am .. r l",on V'IOod P,,, ... rv,,, '. In .. t ltut". 4 ."' lu-l"mln"t"d m"mb"r. eho ll be DovglO& Flr/l.or",h 0& Follol"lo, GonPoem to AITC "ymbol 24F-V:I 0' bett", (Fb • 2400 PSI; Fv • 165 PSI, E • I/!>OOPOO PSI), vnl .... not"d oth .. ' .... I.". 5.Trv.-Jol.t prOdVGt •• ho",n oholl be o. monu' oGtvr .. d loy th .. Trv.-Jol.t corp., BoI.", Idaho. Tev.-Jol.t prodvGt. In<. lvd", TJI'., l.Sl. (l.omlnot"d Strand l.vmb .. r) Rim Booed., and LSL. H"od .. r •. In.t"ll"tlon d .. toll., bloGl<ln9, broel~g and eonn .. Gtlon. .holl GonPorm to th .. r"o,ulr .. m .. nh 01 th" monv/oGeur .. r. 6.l.omlnot"d V .. n .. "r Lomb .. r (LVl.) .holl b .. d ... lgn .. d and fobrleot"d In oGGordone .. ",Ith 1:I'l" N"tlon,,1 r ..... "rc:.h Boord and th .. Notional D ... Ign Sp .. GlflGotlon lor ",ood. l.Yl.'. to be I ~" thlel< .. Ith th" Fol lol"lln9 mlnlmvm l"Iork.lng .tr ....... , Fb • 2600 PSI, Fv • 2e5 FSI, E • I/!>OOPOO PSI 1.Y'!ood monv/oc:.tur .. d prodVGt. oth .. r than tho ... not"d, "'hiGh hov .. I.C.C. approval, mo~ be v ... d "'Ith approval 01 th" Engln .. "r. B. FASTENERS AND CONNECTOR5 I.AII t imber nol lln9 ond eo"""etlon ... hoi I eon'orm to IRC "nd A ITC. RIOP .. r""e,, IRC Tobl .. Na. R602.3I1!, Fo.t"nlng 5Gh"dvl". 2.M<>tol c:.onn .. Gtor. lor "aod Promln9 ,,, .. manv~oetur .. d loy th .. Slmp.on Strong-TI .. Compon~, eonn .. etor. ><Ith noll •• hort .. , 1:I'l0n c.ommon a& fo lfoHoe" eo x 114', 10d)( 117', 16d x 217' , un I .... not"d oth..,."'I .... 9.A lt"rnot .. e""" .. ",tlon. and lootenore to tho ... Ii.t .. d obav .. , "'h leh hov" I.C.C. approval, m"y be v .. "d vpon approval loy 1:I'l .. Englne"r. 4.l.og ."""" Gonneetlon., Inelvdlng I .. od hoi"., p ilot hOi"., and .er" .. In .. tollotlon, .holl ",onform to NDS. 5.60lt. 'or .. ood m"mbM c:.om .. ",tlon •• h,,11 be ASTM A:I01 I"Ilth mInImum I~M dlornoter ~a~her OGlGh etnd, vnID~~ noted otnorl"'liloo. Do not Govnt"r.lnl< belt. unl" •• not"d other",lae. STRUc.11JRAL STEel. I.D .... 19n, Pobrle"tlon and In.tol lotlon 0' .truetur,,1 .t",,1 .h,,11 GOn'orm A I5C and AY'!5 .peGIPIGotlon • . 2 .St",,1 oth .. r 1:I'l0n p ip". "nd tube. oh,,11 be ASTM A:l6 (minimum yie ld .tr .. ngth • 36 KSI). Flp" eolvmn •• holl be ASTM A59-B (mlnlmvm ~Ie l d .tr .. ngth • 35 KSI) Tube .t .. ,,1 (TS) eholl be ASTM ASOO, 6r"de 1:1 (minimum yl"ld .tr"n9th • 46 KSI) :I.Conn"Gtlon bait. "nd <,"",hor bolt •• h,,11 be ASTM ASOi un I .... not .. d oth .. rl"ll.". Minimum 0' 2 bolt. p .. r eomeGtlon. 4 .FIII"t ", .. Id. &hoI I be mod" ",Itn E10>O< rod , .Iz .. 9/16' and Gontlnuou. vn l .... not .. d . 5.6roov" .. " Ide .holl be mod" I"III:I'l E10XX rod, and be Ivll p .. n .. troUon and G,ontlnlJou&, unlost! noted othorl"'li l.o, 14 (~Ae oenHi • I" TOE-NAIL EA. JOIST YV (:I)-16d NOTE. THE 5~ GlITTIN6 SHALL Be DONE yt!THIN 24 HOl.R5 TO ~T ~NTP.au.et> C~KI N6 Of' THe SLAB ANI:> I'iHEN THE CONCF<I!rre HAS H"PWENEO SVFPIC l eNT~ 'T' TO peRMIT GVTTIN6 I'(ITHOVT CHI""IN6, 5P...w..IN6, OR T'E"F<JN6. 5 TREADS G 10" • 4 -2 " ATTACH MODUl.AR RIM JOIST-TO-TOP PLATE YV 1/4 ' d lo . )( 6 ' Y'!OOD SG.RE"" It 24" O.C. (SDS 114 )( 6 BY SIMFSON ST'RON6 TIE CO. OR EGUAU-5CREH THRU EXISTIN6 SHEATHIN6 EXISTIN6 2)(10 MODUl.AR Fl.OOR JOIST TYP ICAL SAWCUT JOINT 1'-0" 1-... CONT. eA. 5 1DE 0r'"..JT. TYPICAL CONSTRUCTION JOINT lOCATe UNPe'R PARTITION YiHEN POSSI6l..E TYPICAL CONC SLAB ON GRADE DTL'S INTERIOR SLIIB~-6PV.De ( S.0.6.) I. UNJ.e!I NOTJ:O OTHe""'ISI!, INTERiORS 5.0.6.'l; 5H...w.. I!e ~ ' THICK CONCRI!TE SLllBS ~1!l> oN " MINIMJM .. ' THICK L"'T'ER Of' ~1'OU-OAAININ6 6AA~. ~ . ...w.. INTeP<IOP< S.06.'l; 5H...w.. !Ie I<eINl'oP't<Oet> l'1ITH 6.6-"I .~"""I.~ ~ ~1R1! "'AeRICo I)Nl..ES5 NareO o~se. OPTloN, R!:PlAGe MESH ¥'11TH 5'T'NTHeTIC ~I!II!F< """ITIV!! f'EF< M.o.NU~""'MlER~ RECOMeHO"TloN5 ANI:> fN6 I N1:eR~ />1'f'fCI:N.<J... I'1'tOVIDe I" I"OIINDS o~ COLLATJ:O, FIElRIW-ATB> J"OL.'I1"F<OI"T'1..l!NI! ~II'ERS PeR Gl..eIC Y' ARD 01" CONCRI!re, MIw-tJM. 5 . 1'1'tOV10I! SLA!I CONT1OO~ JOINT& MAXIMJM I" I!,o.c.H ..... 'T', IJNI...e5S NOTJ:D oTHe"""o;e ( seE T'T'J"IC.<J.. OETAIL5 ). ~ . 1'I'tOV1t>e ~JIlJ:!e-OAAINI~ 6f'lAYel.9 ANI:> CO""'''''TJ:D ~IW-( ~I<e NECI!9$AF<Y' ) ACCORDIN6 TO ~IL. eN6I N1!l:I<~ I<e~ATI ON~. 5. CO""'''''TIV!! e~ORT ~OR 6f'lAV!!LS, ~TP<UC'T\JIVoj.. ~IL L ANI:> i:XISTIN6 !lI.J!l6AADeS WHICH 5Uf'PORT 5.0 .6 . ~ 5H...w.. 61: IN "'""''''''MCe .. ITH SOI ~!l ~1i'eR~ RECOMMeND"'J1oN5. t>pe~ ko/e sDd .. ~P'rt ruqulreJ kt F=cot,Vl, IIlspevhtm. Zbt11!> {'sf. "4 TOF • BOTT'T'P -4)( 24" .1 It 12 O.C.-r---..J T'T'Fo \ THICKENED ED6e: 14 It 12' O .C. • , THICKENED EDISoE BE'T'OND ~ 1llll ~ ~\ 'TREATED' , = 2)(6 Pl.ATE • ~ YV '1/64" dlo . '\. I EXISTIN6 I FOOTIN6 c:f6'-e ' --I-"-.-I'--O-.----------------------------------------------------------------~~ CMU 1i'lAl.L.. A I:; V ~ 6EYOND b'--..;, ~ I, ~ "'t; 1 """'VI ............ ? I FINSHES-I ? ~ ~ SEE ARCHf\ 6 ~ OV'Q. 114 )( 24" ['i0" ? ~ G24 " 0.C.~ /: ALl. AROUND [\ ~ T.O. "" ,,'" '//x, ////////////////////fj'./I", ... -... ,12 " -4 CD 8' O.C. 1 ~ "" ~H Y\A.yr T.O. PL. Yi"ID , ~ L ~~~~R 101'-2.1/::2" i' TJI ....... ,I BOND 1 BEAM CONTINUOUS 1.3/4" )( l/11.1/e" l.Vl. l.ED6ER ---' ,'~~ VV 5/8" d lo " ::2 ' "'--8" ANCHOR 6OL.. T CII 24" O.C. e ' CMU Al.l. AROUND ",ROUT --;;:: 3-EQUAL SOl.ID 6El.OV'l BM 6EARlNO I---,. , AT REINFORCED CEl.l.S EQUAL 114 VERT. CII CORNERS , CII L ::2'-0" O.C. Al.l. AF<Ot.JND 1 .... DV'Q. FROM FTe., -4 )( 8"~ ::24" SPACE TO MATCH ~ 1i'lAl.L.. FI.E I NF T.O . Sl.AB 100 l. '-0" , -t T x--x--x--'\; q ~ "1-e ' CMU-6ROUT SOLID ~ BEl.OV'! 6RADE ~ 1'-6" 2'-e" I-~ 1:1' ~ I '~ J rL l/~ c c c c ~ c c c "" "" c c c c '" c c "\ 8 " CMU-TY HORIZ JOIN P PROVIDE T Fl.EINF G -". 16" O.C. PE R 6ENEAAL. NOTES-P ROVIDE 60ND 13M CII 6 '-0" O.C., A60VE OP6'S , CII EA. Fl.OOR Sl.AB"4 VERT )( FUl.L.. HT. II'IS, ADJACENT TO CORNERS, , CII 2'-0" PROVIDE AS POL..l.O OP6'S, It O.C. MAX ( SPl.ICE VERT Fl.EINF PER ",ENE AAL. NOTES) '" EQlJAL-T'I" P " NOTE, E Fl.EINF C XTEND VERT ONTINUOUS THRlJ Sl.A S ~6" CONC. Sl.AB BOND BEAM J STONE I VENEER 11111 ~I III" ~ ' II' --\ 6 ' C MU "E" BEl.O 6RAD (6RO UT SOl.ID ) • Q T.O. FT6 ~ \.. l~: o 12' O.C. II'IAY I '-:I" --1-,, -.-1'--0'-' --------------------------------------------~~ 1/16 " Pl. Yi"ID-T'l"P CII EXTERIOR 1I'IAl.l.S STONE l ~ VENEERr---CONT. 'T1'U:ATED 2)(6 Pl.ATE Y'V 1/::2" d lo x IO'[c2 ' ANCHOR 6Ol. T-SPACE V'lITHIN 12" OF OPENIN6S , 6U1l.DIN6 CORNERS 4 G 4'-0" O.e.. MAXIMUM + 100'-0" DV'Q. 114 )( 26' I 1'10" ., 24" F=1==~=l---1I4 VERT. G 24" O.C. 6 " GMU BEl.OH 6RADE (.:>ROUT SOl.ID) T.O. FT6 + I--~ I e " CM.) Y'!Al.l. F=l===#=l (6ROUT SOLID) ®---1--CONTAe. T l.AP • Q 2-115 CONT. SEe: Pl.AN ---I" -.-I'--O-"--------------------------~~ + 101'-2.1/2 ' VENEERSEE ARCHITECT FOR EXTENT il--1 HOUSE MOVER5 TO RAISE EXISTIN6 MODUl.AR RESIDENCE PROVIDE 2o)( 6 STUDS f-----i::--J~j~ 16 " O.C. I • -K'i :J .I) 100'-0" VENEER~ SUPPORT AN6l.ESEE C/S2 EXIST. CONC Y'!Al.l. 1'--_--. '16'-0" + , • • •• • EXISTINISo :2x6 SIl.L FLATEPROVIDE 1/2" dlo " 5 .:1/4", ELECT'RO-",ALVANIZf:D, Sl.EEVE T1'FE EXPANSION ANCHOR5(PO~R-BOl.T BY POYiERS FASTENIN6, INC., OR EauAL)-INSTALl. AS NECESSARY TO PROVIDE V'!ITHIN 12" OF OFENIN6S • BUIl.DI Ne'> CORNERS • CD 4 '-0" O.C. MAXIMUM • • --x--x--,<-...,? • • PROVIDE 4' CONC Sl.AB-SEE T'T'F ICAL DETAIl. FOOTIN6 ® ----------1 B 1M = 1'-0" SHEATHIN6 NOTES I. sn."thlng' anall N Am.,lcon I"IY"'oocl ~I "tlon (I-I'~, Expo.....,... I, G-D P Iy~od. or orr.nt. d . tI '" I:>o"rcl (O.S.e) CI. 'o lloi"t'1 Flooc . ................................. 2!l152· tnl • •. AI"" at ec:l St.Kd-I-Ploo,-, 2~ O.c" T • 0; RoO'6 ..... .................... .......... I ~!9:.2 ~ thle.k. .. oted .heothl"9, 52/16. i"rov· ,. 11"0 mlcl"'~ beb-to., raP to,.. at vnsvppor"t.d .hut .. d9"o. i"t:>11 . ........... ......................... 1116· thlGk, I-I'A c"tecl w"thlng, ~~/O, " II "dg'" bIOG""d. 2 . 5he.ath extorlor ,"". 0' all e)(t.rlor 'romo ,,·u::lII. ~Itn APA 6MCthlr*19 1.11"110.' noe.d otMrlfojl.e on .t:rvc.Wrol dr'o .... lf'lg • . 5 . Do not blo,,"" ' lOCI'" onc::l roo' .he>Q!;hln9 edge. ""nloto noted. 4 . P1fi,,",oOd ' Ioor 6heotnlng to be glued and nailed to the ' Ioor J" o~o "olng "cln •• Iv ••• ",,/ormln9 ~o I-I'A 5p<>G1/IGatlon AFc>-o1 and Glppllod In oe.c.ordonc.s ""rtn manu'ac.tur.,..'. ,..."ommenaotlon •. Rom"" .. dl'~ "ncl "",tcor /com (,Olote, apply gl"" to JOloto "M Gompl.t. 0 11 nailing be' o",. 9 u ••• t • . 5. Floor and roo' .h."thlng I~o"t, I : ~@IIIII' I I FTamL-1~ M.m~ 6 b . NAILIN6 USE NAILS NAIL SFAeIH<> c.oMMENTS (De'ormed • _,n .. """ .. , .hClnk) !!oppo,t. edge. Floor e.d (.lSI' <1» 10 ' 6 " ~o/ad (.151' <1» 12' 6" i"t:>11 ad (.lSI' <1» 12' 6 " Note, I. NcJII cll"",.t., ,,/.1' 1• 10 ....v lv"l.nt to ed ",ammon 0o'r 1:2d . rnker nail • . Med1anIGQlly drIven 1'lGl 1i. _'tval Of' greater dlc:rnee.,. I'ihl"1'\ p&I"Ietrote N f raming MfNTIbe.r. at leo.t 1.,/-4 -mc::y 0. u •• d. STRUc. TURAI... Y'!Al.l. SHEATHIN6 (1/16' Pl. 'T'V'II') -T'Y'P AT EXTERIOR Y'!Al.l.S -SEE Pl.AN FOR ADDN'l. l.OCATIONS HD OR HDU, HOL.D-DOY'!N ANCHOR AS MF~t> 6Y' SIMPSON CO. -SEE PLAN FOR LOCATION. BOLT TO elJILT-UF ED6E NAIl.S", POST (2-2,,6 MIN) CONC. EMBED l."'. ATTACH HD TO FDN YV 'NEEDl.E-CAPSUl.E' ADHESIVE ANCHORS (MFR. THE THE FOYiERS FASTENINO 6ROUF) OR EQUAL FER 5CHe:DULE ~ PER MANUFACTURER'S RECOMMENDATIONS FOUNDATION Y'!ALL (REINF, HOT SHOI"W ADHESIVE ANC,HOR HD BOLT DIA. CONe.. EMElED l.e,. HD2A 5/8" 5.1/2" HDU4-SDS25 5/8" 5 .1/2" HDU2-SDS2.5 5/8" 5.1/2" INSTALl. ADHESIVE ANCHOR5 PER ALl. MANUFACTURER'S RECOMMENDATIONS. HOLE DIA. 11/16 " 11/16" 11/16 " --I"-=I-'-O"-------------------~~ KURTZ c$ ASSOCIATES, INC. 5012 C,OUNTY RD. 154 6LENY'400D 5PRIN65, C,OLORADO ('no) "145-6305 EDELMAN RESIDENCE 116"14 HI6HY'4AY 82 6ARFIELD C,OUNTY, C,OLORADO DRAY'4N BY, M.C,.E.K. C,HEC,KED BY, B.J.K. SC,ALE: AS SHOY'4N PROJEC,T NO.: 10-3"1 DATE, C,ONSTRUC,TION SET, 04/1 9 /11 SHEET TITLE: 6ENERAL NOTES 4 DETAILS SHEET, s= ::2-liS " ~ ::2'-0" L.AP ---\ \ H STeP L.OCATION RE, PL.AN ____ ....r: -_-_-_-:..~--------__ -, +-----' ..... \ ::2-lIS "I l l \ I 1'-0" \ I 'I MIN '1 \ I .-----------, \\ I t===s:_----I UNREINFORCED FT6 .• + S~ PL.AN FT6. yv eoTTOM \ REINFORCIN6 ONL. 'I" P~YIDE STAeL.E SL.OPE YV UNDISTURBED SOIL. '=========~-11-0 11 MIN MIN TYPICAL FTG. STEP DETAIL TRANSVERSE REINFORC.ING NOT SHO~N III • 11-0" ::2,,6 STUDS 1 _ G 1 t>"O.C.~ CONT'TREATED' ::2"t> SI L.L. PL.A Te YV 'I/t>4" clio. POViDE~ DRIVEN NAIL. c; 12" O.C. x--x--x;---f--;x-><-x;-,,> 2-415 CONT SUPPORT BAR, -4 G 4 '-0" O.C. EQUAL. SEE PL.AN --I-".-I-'-O-" --------------------~~ YENEE~ P~VIDE 5/e " clla SL.EEVE-T'I"PE EXPANSION ANCHOR CONTI NUOUS I~" (RAJi'IL.-ElOL. T (MFRL.5"s..:l/e-SEE THE RAY'll.. PL.U6 COJ) ARCH. FOR EXTENT-OR EGUAL.-EMBED PAINT YV 2 COATS ANCHOR 5 ' MIN. ASPHAL.TIC SPACE ANCHORS MASTIC. AFTER AS FOL.L.OI'iS, INSTAL.L.ATION AT 24" O.c.. FOR VENEER HEI6HTS UP 4" HI6H YOIt:> TO e'-o". TYPIC.AL VENEER SUPPORT @EXISTING G HDU::2-SDS::2.5 HDU::2-SD5::2.5 ~~._~----n~,_==----~~--~-~~~--~~~~=-~~~~=-~~-+==-~~--==-~~--==~t--=7==--=-=-==~-~r--=-=-~~--~=- ~~+-~~~~~=-~~--==-~~--~-t_---------------~-------~ I H.r. -<1 .." .! 4 a <I., d (j .a.1 <I <I .L • • o -c'o +-----• () T in I I -I -I r --:--'/-I ----, "ft---------------, Z I I I I : I· I I . I : I . I I I I I I I I : I "A:' TYPI-Al. r-i . I ( A \ ' ,<,., FEOXOISTTIINNI65-I I II I ' \S9) EXISTIN6 " /' T'l"PIe.AL I I5AAAI5E I 1_ ___ --lei ___lo J _ --16-1 _ 11_ 1sJ:-I " I S.O.I5. i I I LI .J LI.J L I.J --::: " L.J LI.J I I I I " I I : I I I "I I : • II + ~~~:'L.A6 II " : + :~:;?E!' i I D~ NEYi YiAL.L. TO I I I •. -1.1 ~~=IOO'-O' ~~~~N:'~~~ .• 5 " ::24" I I : _ '" DRIL.L. 5/4" d la. )( 5" fA\ TF.'16'-O' r HOL.E IN EXISTINI5 e' THICKENED: h \?)J I lr-I--(-71EXISTIN6 e.ONe., e.L.EAN HOL.ES ED6E -id..J,.. I I II ALL. AROUND 4 ATTAe.H D~ YV 'I 'I I I UNLESS NOTED , · ~:t~; ';'~TURAL. .----t---, I h -------_____________ J L -, _ __ _ _ --.J h, If .Q ., -"4 ~<I " 'r ~~----~~~~< -~~-------~· --~----~" ~~ ----~--------~~~... ,I-n~'-I,-~-T ' ttr~~r-~~' ~----------------~-r------------------------~----~~~~~ -"I rl r -:0 ' :: I . 1'--TF.W-o:--• v i :!. III I ~ -_ _ .. _. HDU~~!?DS::2.5 , --~ _ _t :!t2\L4-,,-~t?~:1____ -------. -TF'O!t>'-o"-t--~ I I i l :I"~ lli.!----. -=+r---'.-+.±-f:IrJ L J HORIZ D~ I ~ J, T.O. SL.A6 Ii"" i i -L ' I TOP • ElOT SF • 2; -j r 100'-0' I i I h.. ' . DN I. SF ~-~? rB\ I I . , I ' ~ .. .. -... ------------t-------------------------+-----+ :2'-o"+~ l ~ I I ' I ' . -I ~ I FTI5 I ;:;: I II +2'-0" ~ ~ II /. o FTI5 (D , I /' II I I \2V I /, I ----t-rr-r-=--------+------ -----t---4-4-I h ',r UP 1r;: 1/'i5' e'-b, r.:-e" T ~u,r 0. I I i I I ~ I SI I ;;:~II e" W! i I I :rr~ L .j.. ~ I ;;: \@I ljJ I '1'-4' 1' e" I v: I e" /, L I TF. ' ":t:b.....:.. I\ '~ I{; . x;-I I ~ lL ~ '1"-4" _:::-__I -0 '~' ~ i, ~ 1+ -=C ~" ~ e " -'r...-'k-----y--r"t , . /,; '/'/'/'1' -'/'/'/'/r;:; -'-~ ~ : ~ v '/v '/,/, V '/'/V '/I/: ~ -.f -(r~ _f-l+-----------------+--------- ----------------t--------+-+, ~ '? %:; %;;: c!) D ~ ¥ . •• -... ------z () ~ a Q • '\! ., j , () N ~ .. , -U\ N I /, .y/v: I \ SI ) co ~-~i, __ -----------+--------------------+-~------~ ''/'/'/'/'/'//'/'/'/'/'/'/'/'/'///'/~------+----~--~----------------------_t_--------------------------------_t_------------~~~ m 1 t> '-::2~" .' -+:!,-,..---'I ------f------r 12'-::2" ::20 ' -e~ ' PL.AN NORTH FOUNDATION PLAN EB 114:1= 11-011 0r'J,t i.e! Je ~DI/' 1l~~Y'f-rz.«/"werJ. ,.rf-F'-+m, 1~f¥""qJI}. 2,'HJtI f?,f. -' 111-9" 16 1-6" FOUNDATION PL.AN NOTES, I. e.on"r"t.. 'o .... d"tlon "ails to bo e " thl"k unl"55 not"d oth"r,,15" (\.J.N.OJ ::2. Dlm"n.lont thla ah""t ar" to Pa"" oP "on"r"t" U.N.O. :l. m. top oP "on<;r"t" "all. 4. TF. top oP "on"r"t" footing. 5. <II d"not"a at"p In top a' "all 6 . SF· st"p In top a' "o""r"t" 'ootl"9. 50" t~ I"" 1 d"toll A/S::2. , . Footln99 ar" to boar on uncllaWrbod natural boarlng .olla or "ompa"t.d stru"tural 1111. e. HD d"slgnat"s hold-do"n an"hor as manuPa"tur"d by ;,Impaon Strong-n" c.a. Hd's sho"n this plan "om."t .wd. boarlng "t thl. l"v,,1 to th" top 0' th" 'ound"tlon "all.. S"" typl"al d.tall E/ST. 'I. Finish grad"a arlO to provlcl" 96' minimum "ov"r Par ""t"rlor Pootlnga. 10. f . } ."Ietlng e " """"r"t,, 'oundatl,," ""II. II. f?J7///f e" e.on"r.t.. Maeonr~ Unit (CMU) Poundatlon ""II to b" provld"d. KURTZ .$ ASSOGIATES, ING. 5012 COUNTY RD. 154 GLENY'lOOD SPRINc5S, COLORADO ('110) '145-0505 DATE: CONSTRUCTION SET: 04/15/11 SHEET TITLE: FOUNDATION PLAN SHEET: S=2 ISIS2" F'L '(""D SEE SHEATHIN5 NOTES 6EVELED 2)( 6LK'5 6TY'iN RAFTERSNOTE, 6LK'5 TO 6E NOTCHED FOR VENTILATION, '.112" ? /M".II2' eaJN..<Er:=J 'ED5E' NAILS1 9~ CONTINUOIJSl ! Ix FA5c.IA I ~ CONTINUOUS 2xl2 SUS-FA5c.IASCREi"I-TO-EACH RAFTER Y'II (9)--t> x 9" I"IOOD SC~S I 1 ........ .-IJ TOE-NAIL 6LK'5 TO SUPPORT Y'II NAIL RAFTER TO SUPPORT Y'II (S)-16d TOENAILS-T'l'P UIII'11II111 ... ---(9)-:<x8 HDR + T.O. 1'1..0.-SEAT-CUT RAFTER. TO SEAR-DO NOT OVER-CUT CONTINUOIJS :<)(10 RIMTOE-NAIL-TO-TOP PLATE Y'II 16d c> 8" O.C.NAIL TO EA. RAFTER Y'II (2)-16d END NAILS SEAT-CUT RAFTER TO SEAR-DO NOT OVER.-CUT /'-i-__ -12x6 STUDS C> 16" O.C. Ibd Qt 8"0.C. r7:\ ------0J --I"-.-I'--O"------------------~~ lit. 11-0" CONTINUOUS 2xl0 RIMSEE ellS"! SEAT-CUT RAFTER TO SEAR-DO NOT OVER-CUT NAIL BUILT-UP LYL'5 YV' :I-ROve Ibd NAILs f---tl't----h\t------:l0'*---' • 12" 0.". 5T~"RfD 2)(4 LOOK-OUT EACH END LU-24 J5T ~R "\ I ..( 1 1 I (9)-'.114" LVL I 2x4 ., 24" O.C. r CONTINUOUS 2xl2 RIM LU-24 J5T HI&R EACH END ~ (>,-,.,,'-'YL-~ NAIL PER CIS"! LVL HDR-( 'ED5E' NAILS ~9 • 6EVELED 2)( SLK'5-NOTCH FOR CfV VENTILATION 1-;.0 SEE A/54 CONTINUOUS Ix FA5c.IA CONTINUOUS f--1 NAIL PER CIS"! 1 :<xb STUDS c> :<4" O.C. @) III =-11_01i , 1.-, .. 1 .. ;(2)-2XI2 , ':,1 1. -~, ////-' , "\ 2x4' " 24" O.C. . 'I -1 fE~ ~ LU-:<4 JST H5R EACH END I . I LPy-'-If SEAT-CUT RAFTER TO 6EAR-DO NOT OVER-CUT + T.O. 1'1..0.-SEE ARCHITECT (9)-16d , EA. END t NAILS . , 12 II xl2 RAFTER :<x12 6LK'5 C> 48" O.C. .. I 1 1 CONTINUOUS :<)(12-~ LI SEE A/S"! @.. , ,. --I"-.I-'-O-"----------------------------------------~~ . ~ .. ' . I 1, ,1 ,1 ,1 ,1 I!l 1 z , ~ If) I ~ I • 1 ~I i-, N I, ,1 ,1 I I ,1 6'-0 11 ~5'-61' ---------------------------------r-------------------------------------Ir=~~------~======~~,-------~.==~.---~=+====~~~~,------~==+=~ I I I I EXIST. /" RAFTER. /c> 24" O.C. n~=========t=~ I I 1 I I I I I 1 I 9;;2 L::::o. ==~======~~==. 1====== I . ===~ ------<f-------''k-~ N J EXIST. RAFTER L J 'V /'" I J EXIST. RAFTER c> 24' O.C. I '" 12 j . . ",. /11> :<4" O.C. ~--~Dt---~~~---SlS----~----~ ¥-----~~------~ #~~# I •a Vz.: ---+----iu ,,;---11:----=:s: V. EXIST. /1\ EXIST. RAFTER, ./1 \ RAFTER., I to ., 24" O.C. I> :<4" O.C. "-4" 1 ,dEXIST HDR ~~~-;-_L===t.-------.c=:jL=====~=;.q~~P~R~O~V~ID~E~~~~~~. -~. ~c~,mr.-,.---L~ I /(3)~:<)(io HDI'l '" \ V az ~ is ~ • 01) I a N +-____L _-+--_-__t---_--__-_ -~~ _-~~_-_ -_-_ -__-___ .L_..~..~. __" ",6 • :t N ________ +"-______ J , 1-f-"----+-------:7'r" c;--~+___,..t+_=_----I • 9 in , 5> eI) , 9 • i-I ~~ rB\ I A , 1 ~~ ~ 5~ ! (A\ ; #~ ~# ~ i 1 \54J : A..>--. '1 ~ • '? 5> • 01) \l'" I Q N ~I roo i!!3 1 ~===:j::::====================:::::: ~ 2x12., 1 ~!~ I~,~~.~l I (D\ 1 " 16' O.C.I\ i!! -----4 1 \_.."..+ _____ 1 ~ • 5> eI) • 5> til ~I • -r:;-...," I" , , (G'l I I r@I ~ • ,<XIl,N ~ -.-• \54) · II ----+1--+---4 'I in ~ '-":d' :: ~ ~-~~2 :1 ,'-' A III . (2)-2xI2 -,'----r~,,~_r==~r===~=~~)-~2~)(=12~~_tf -, .Q N -' til /. ~'! rJ ~ '!' VUAA\ , '! '-0 ! ~~------~----------------------------~--I Ll~==~'~l _Tr-_~_ ~~(~97)-~1.~1/~4"~--~-------------I-----~ . I ~=========~'n--'~ (9)-;;:~ ~L:" _J_ _-r--_ _ __ _ _ _ __ _. .L-+,--_-_-_-+_~L-V_-L-__-t_. .. .I.. ...,'+--_~-_--_~-_--_-..J-+' --------+-----+'1<--+--".:--+ 1 6'-2~" i --. --(9)-:<)(6 L /'E:-"" \., (9)-' .1/4" LVL HDR I (t: \ ..... TO 6EAR ON :<)(4 LOOI<-OUT I> 2-4' O.C_ ~ (9)-<1.1/:<" LVL 2x4 LOOK-oIJr .24' 0.(,. PLAN NORTH ,I a -I ROOF FRAMING PLAN EB 1/4 "=1'-0" ROOF FRAMINI& PLAN NOTES :·'-·I I. ......:.... --,.-D ... lgnQt ... rQlt .. r or pr .. mQnvIQ<-tvr .. d roof trv.~ . • ho"lng "PQn dlr .. ctlon. 2. ~;-----ee Jol.t hQ"9 .. r or beQm to beQrn <-om .. ctl"n. 9. f"C~==~C3 i"IQad "tud "QII bela" th l. l .. v .. 1 af Pr",mlng. .J :7 Ext .. r lar "",II. ta be :<x6 .tvd • ., 16" O.C .. 4. ;""pport h .. ad .. r ... ",c:.h .. nd ... Ith 2 .tvd. (I J",ck + I king! mlnlmtim. . 5. • D ... lgnat ... h .. ad .. r "vpport or po"t "hlc.h "vpport.. frQmlng thl" l .. v .. 1. Mlnlmvm pa.t . 1 ... ", :<-2x4 Qnd :<-:<)(6 Qt :<x4 and 2xt> "tvd "QII. r".p .. ctlv .. ly. Pa.t Qnd H .. Qd .. r ;""pp"rt 5<.hedvl .. @(9)-2~6 @(9)-2)(6 (I JQ"k • :< I<lngs) @(4)-2)(6 (2 King" + I JQ<-k "Q"h .Ide) @(9)-2xt> Y'II A95 Framing An",I .. "Q . • Ide to LVL HDR. 6. LVL = LanlnQt .. d V .. n .... r Lvmb .. r. So .. StrvctvrQI l& .. n..,.QI Note. for all""abl ... tr .. n .... LVL'. to be 1.9/4" thl<-k vnl .. u nat .. d oth .. r"I&<>. ,. I&.L. = I&lv .. -lanlnQted tlmb .. r . So .. Strv<-tvr"'l !&en .. ral Not ... lar AITC. de.lgnatlan.. Contl",ov" mvltlp l .. "PQn I&.L. beQm •• hel ll be ASTM 22F-Ve . 8. 6x timber beQm. t<> b .. Davglae-Flr No. I or b .. tt .. r. KURTZ 4 ASSOGIATES, ING. 5012 COUNTY RD. 154 cS>LENV'lOOD 5PRINcS>5. COLORADO ("'!10) "'!45-6305 EDELMAN RESIDENC.E 116"'!4 H IcS>HV'lAY 82 cS>ARFIELD COUNTY, COLORADO DRAV'lN BY: M.C.E.K. CHECKED BY: B.J.K. 5CALE: A5 5HOV'lN PROJECT NO.: 10-3",! DATE: CON5TRUC T ION 5ETJ 04/13/11 5HEET TITLE: ROOF FRAMINcS> PLAN 5HEET: S=4