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Home My WebLink AboutARCHIVE 240 COURTNEY LN Building Records Prior to Community Core 2018Entry ID: 98929 Name: ARCHIVE 240 COURTNEY LN Building Records Prior to Community Core 2018 Path: \Property Files\Larimer County Properties\Subdivision\BUENNA VISTA TERRACE\240 COURTNEY LN\Building 98929 , I 'll-lt NX 4**51 TOWN OF ESTES PARK BUILDING DEPARTM 14144- ,~fk~249-7- 111Â¥ ,- -Â» 'rt. 4. ..9Â»- Â· ,- '.r494 4'#4 1:'01/ ->-Â»~1%~nber:12164 146-Â·eV, AÂ» -ubm n , CERTIFICATE OF OCCUPANCY This is to certify that the Use: Single Familv Detached Dwelling Owner: Loren W. Melvin ERECTED On Lot No. 31 Block No. Addition Buenna Vista Terrace Building Address 240 Courtnev Lane Owner Mailing Address P.O. Box 528. Lyons, CO 80540 Designer Loren W. Melvin Contractor Loren W. Melvin Building Permit No. 6756 Type Construction V-N Occ. Gr. R-3 Zoning E has been inspected and the following occupancy thereof is hereby authorized: Maximum Allowable Floor Loads, Occupancies Lbs. Per Sq. Ft. Basement R-3 125 Ist Floor R-3 -40 2n~ Floor - N/A 1 - 5-0 i ~ -1-4 Date 2:422 74*92 Buildil)4 Inspector If Commercial: Post in a conspicuous place. http://www.estesnet.com (970) 586-5331 â€¢ RO. BOX 1200 â€¢ 170 MAC GREGOR AVENUE â€¢ ESTES PARK, CO 80517 â€¢ FAX (970) 586-0249 .. .11 Â· 2.9 6 dek.7 TOWN OF ESTES PARK 1,/# 4,=~.f Building Department . 10 6756 _-6. . 4.- i yA r*72*U 09:4~; ti 4 x'- -1,â€¢arn<-*APP~A.:~ * *~.' ~ i . E- %41* aL. . *Â¥i BUILDING PERMIT 7/* MRMP; G - 9 - 00 Date 2410 C O C.,R. 7-A/ 0 4 LANE BUILDING ADDRESS Legal Description L o T -3 I , 7 U r A/A),4 \/ / S73.1 Ar 7-ERR AC.F. Valuation / EPS 233 Building Permit 2 IS 7.13 PID 3 5 -Z â‚¬ 2 2- 90 F / & Plan Review / L-A R 4 r,--p,9 k CO. 1-â€¢4 Gao.93 NAME L o RF N LA). CH-,15'Lv/N Other .pc -5 0 4 52.a L Yofir leo. 90540 Certificate of Occupancy 5-* 00 MAILING ADDRESS 42.783-04 PHONE NUMBER (303) 923 - 039 7 Total NAME Le Afs,v UU 14,1 E Lv ' N <* U.Â·' A; 1-'i *A p o BOA 5-2. 8 4* 0, AD S ,Co . 80540 ADDRESS E R PHONE NUMBER (303) 8 -2-3 -03 3 7 TOWN LICENSE NO. Arch/Designer/Engineer E c NAME 0 LN Name LOREN Alâ‚¬Lv,4 W aft) E T ADDRESS C. R Address TOWN LICENSE NO. Phone Number Â¢303) 873- 07 97 PC NAME LO ZONING INFORMATION UN MT ADDRESS Zoning District g BUREAU OFTHE CENSUS ITEM# ) O 1 B. R TOWN UCENSE NO. - Front Yard Setback /5 Type of Construction I FR, 11 FR, Il 1-Hr., Side Yard Setback /0 Il N, Ill 1-Hr., 111 N, IV Er, V 1-Hr., ~V-N~ Occupancy Group A, B, E, F, H, 1, M,l R, ) S, U - - Rear Yard Setback / 5- Diusieh 1, 2, 2.1 < 3, ) 4, 5, 6, 7 I ' FLOOD PLAIN CHECK CLASS OF WORK Approved 6-0- Disapproved New 1/- Demolish Comments Flood Zone: X Alteration Repair Addition Remove Use of Building S t NG LE- FAM, )9, 11 EYA Â¢40 3 13Â£.7 0-LANG By 9,â‚¬ .-I Date 6-4-00 Floor Area Basement 5 72 1st 186,8 2nd - Garage 91 0 the above is correct and agree to comply with all Town Ordinances and I hereby acknowledge that I have read this application and state that Size of Building LA O * 54 Height 26 ' State Laws, regulating building construction and zoning. Maximum Occupancy 9 Number of Families CD ri E Permittee 6 0 64- Number of Baths 2-y -lyÂ· -1_Full Size of Lots /.3 6 A C. By le#Le: our Number of Floors ( No. Bedrooms Number of Buildings N a W E 7* ,-.e R lu..9 Now on Lot Building Inspector Use of Buildings Now on Lot By Cenificate of Occupancy Number 2164 2-Slot 7/06 (2-2.-ot) your application and permit, but cannot be responsible for your failure The Building Department will make every effort to prevent errors in to comply with all Building, Zoning and other applicable codes. WHITE/YELLOW - BUILDING DEPARTMENT PINK - CUSTOMER or-cm =mzâ‚¬o 1 1 , FoWER .N~ 150 -0 ----2~ Pole PoweR -- ,â‚¬* i pole 0 r----1 / F loto' SETBAc,< *k + 1 - .-- 4 -- . . 4'r I \ 1 \ - ti, i ~ LiB 10 .1 / f 37 yl l f / 086!r' AGE 4- 1 WhIER. \ -+1 ~ - .r 11 , 4 30-0 116 -0. i /I l 5010" r /1 V â€¢ 1 " 7 11 1 -0 1 Â»%46 1 2 1 11 4 1-721),44770*/ m,â€¢/~ pg,t WAT-04 D.,91., e liD- 0 4 '1 r / 11 G As LiNE Lu l 19Â°f / 4-44= 1 - .1 +F 7-4 L 0_ IiÂ£ __ -/-0- ......- -/4 06 2 1 1, , f - Â¢t 1 - 51 -48*-Â»14 PER LIE *2""1"waim#br-- mi'FL-7-Ii.?7= - â‚¬1 - 1. 1 1 4 2 7 t <t- i I /0 -J i 1. 1 . 1 1 1 1 l ... 1 1 V Â» SET BAcK ,-7 1, 73-4 2__15'0 N & 3 69>0- . -2. k- : /1 f 1 i k./11 - LLI or 1" 0 I //3-0 HOUSE u o l D U i 0 / b CD ~ -15-0 K 1\ l ' 58-BACK. ~ 0 I - - .-- *.Il.- SEWAGE LINE 1 , R 01 / 61-0 -f / 1 21'-0" 50 0" Â· T i L) I Ltd DRIVEWAY ~ ~ (21 -1111 1 1 4 1 (( ) 51 - o RECE['yED -L APR 2 5 2000 - -4 - 0. Â·) 401 04 /1 7~ ~ I COMMUNITY DEVELOPMENT 1, DEPARTMENT 1, 1 i z.-O , 4 Izto 10-0 -- . , 1 1 1 11 f 7-auÂ»v' a FF, cz. â‚¬ ee e Y Â· O SET BAcK ~ 5 1 TE P L AN 3/32- SCALE Â£*eR 13-1.55 ' C Fole 601-31 Flâ‚¬AT RESUBDIVISION or SHENNA- V/5TA TERRB C E IN THETOWN oP ESTES PARK /<NoWN AS: 2.40 COM Rl-AE Y LANE By: Lo RE N DJ. P/\ E UAW fb[30* 528 LYDRS,GOÂ·80590 Hm*303-82.3-0397 wIL*303- 666-95/0 FoR: LOREN f 545 AtJ MELV/N \ ?2:to?.4.39 J.. r 2 mr THE SITE IS ENTIRLY UNDERLAIN BY ROCK. NO SOILS WORK WAS DONE GENERAL NOTES: 25% Râ€¢' THE DESIGN IS FOR 240 COURTNEY LANE ESTES PARK, COLORADO w Â¥ M Z MAXIMUM SOIL BEARING PRESSURE 5000 PSF 1 MATERIALS CONCRETE Fc = 3000psi . =9 REINFORCING STEEL Fy = 60ksi MONâ„¢ THERE SHALL BE A PERIMETER DRAIN AROUND THE FOOTING Nock CEMENT TYPE 11 z ,.:A .A 2 DESIGN LOADS SNOW LOAD 30 PSF :ZRM DOMESTIC LOAD 40PSF ALL FOOTINGS SHALL BEAR ON SOLID ROCK 3 THE BOTTOM OF ALL FOOTINGS SHALL BE ON SOLID ROCK AND DO NOT NEED FROST COVER 4 THE TOP OF THE FOUNDATION WALL MAY BE STEPPED DOWN TO FIT FIELD CONDITIONS 1049: 5 ALL REINFORCING STEEL SPLICES SHALL BE 36 BAR DIAMETERS OR A MINIMUM OF 18 INCHES. 2 59.5 6 ALL FOOTINGS SHALL BE PLACED ON ROCK AND CENTERED UNDER THE WALL OR FOOTINGS SHALL BE STEPPED TO FIT SITE CONDITIONS COLUMN 7 THE DESIGN ENGINEER SHALL OBSERVE THE EXCAVATION BEFORE CONCRETE IS PLACED 8 THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR CONSTRUCTION PRACTICE OR PERFORMANCE 9. FILTER FABRIC SHALL BE MIRAFI 140-N OR EQUAL 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR BRACING THE WALL BEFORE BACKFILLING. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND BLOCK-OUTS. 54'-0" L 20'-8" L 1 , . 1 ( 12" ) 12" gh'Z u. 2 5 < -1 ( 12" ) EU)2 REm 0.1 1 1 '111 1 z It[ g 0% ~ i.- Q Ul J b r- ' r h OJE Z Â» Of SLAB ON GRADE CRAWL SPACE ' 8% 1.1- 1- [ 12" ) 13'-6" C-' 13'-6" i I. M 1 *ul,11'111///4/4 , 7+ STEEL BEAM W8X24 OR .Â§60â‚¬*ADO Rfe@% b /O 0--% -0-0.-RI W10X17 24 1 / / 2 ...11311 R 'P.. r-1& 2/ .4, - 1 02*Z 2'-0" -Ar "0-/ 2-0., . -=r ~~1(~ 12123)~* ~3 3" ~TEEL POST TYP L . 00 0= 21 , 0.0 '44./2 26" X 26" CRAWL 1 B. AX ' SPACE ACCESS 1 0 2 2 9- u C G 3 0 c* ~ ~ 0,1./& <0% U /, A l,. EN:.0 { 12" ) i SEAL CRAWL SPACE DATE 5-9-00 GARAGE LOWER LEVEL ~ i 12" ) Z O-4 - SCALE m ED ( 12" 3 LL SHOWN 0 {12" ) E J 0 ' DESIGNED BY: KR LOWER FLOOR THIS AREA 4 l 12" . DRAWN BY. ' FOR GARAGE ' UJ C-' WALK OUT AREA a KR O 4 LOWER WALL -3 b ( 12" ) = CHECKED BY WALL MUST HAVE 0 ~~_0000~ 9 34" COVER OVER FOOTING 1 ~ DISK NO. 4 . .. 9 I N RC#40 12" 16'-0' N l 12" ) 6'-0" 10'-0" JOB NO . I .. . I I . I 4- 98-431-002 WALL SHALL SLOPE TO ARADE ON A FOOTING /AS DIRECTED BY THE OWNER SHEET w FOUNDATION PLAN 22'-0" f 54'-0" SCALE 1/4" = 1'-0" ~ ~ OF 1 2 IllnSNOO NITI SNOISIA3kl 00Â¥hl0103' kinOO 0,2 -t Â· ..'/ 4 I. 6 -f '. .4 , g 18- 5 Eze- 1 029* 1 200% o ENNE 0 #=82 . i 1/2" X 10" ANCHOR BOLTS48" O C 5 Â§@g, ~- AND 12" FROM EACH CORNER J â€¢O9OX : Emid 0 0*_2-#4 TOP AND BOTTOM CONT 1/2" X 10" ANCHOR BOLTS 48" O.C - ~--AND 12" FROM EACH CORNER ~ T- 3/4" EXPANSION MTL I I #4 -48"0â‚¬ / FINISH . . 1 4" CONC SLAB < GRADE -1253;p _ #4-48"OC 0 4 2 - #4 CONT. N FOR WALLS HIGHER THAN 4' 2 - #4 CONT TOP AND BOTTOM 2 -#4 CONT FOR 12" & 16" FOOTINGS Q 9 ~.3/4" EXPANSION MATERIAL 80 e " 3 - #4 CONT FOR 18" AND WIDER FOOTINGS 2 S crl) . -=mâ‚¬[1 -"11 -'~TTZ SEE PLAN FOR FOOTING WIDTH IL ~ |||| ~NDISTURBED SOIL ~ "01 Ill TI';711 0 â€¢ ~ 4" CONC SLAB ~ O 0 1-1111*1111*1111*1'A .... 2 44 CONT. FOR 12" & 16" FOOTINGS '2 Nl 11,1 3 -#4 CONT FOR 18" AND WIDER FOOTINGS SEE PLAN FOR FOOTING WIDTH N~ GARAGE WALL AND FOOTING DETAIL M .UNDISTURBED SOIL-~~ ~ SCALE 3/4" = 1' 1 111=1111- -----1111-l---1111----il'll O M f - \1111=lili=lili=lili=lilli Z UJ 210 FOOTING AND WALL DETAIL .3: SCALE 3/4" = 1' U)~ Er JI-0 2 2 u. UJ O 00 3" DIA STEEL POST il\\111111///#*, /5tiff<iA Â·d> 3 ::!TH R â€¢ <6 4- s ~:1'.Â·Â·@9 * 'Pop. 4.20 i...SY 0.~ 12123 4-: 9 = 2 LAYERS STEEL PLATE ~ #4 - 24" PINNED TO CONC. 1 4 ... â‚¬47,341/VAL Â§0~6* ROCK EACH WAY 1 - Il 5-9-00 ED - Imaili 4" DIA PERFORATED b . . . ' SEE PLAN FOR PAD SIZE r- #4 - 24" LONGER \ |~ SCALE: SHOWN THAN WINDOW \ , â€ž~ FILTER FABRIC ~IT-=IH-1111~1111-1 F--3 '" -UNDISTURBED SOIL -2 lili a iiii :im= lili im: 1111~ lili 91 DESIGNED BY 3 ...4 FOOTING OR PIER ~ 1'-O" KR a . .. COLUMN FOOTING DRAWN BY KR * * SCALE 3/4" = 1' TYPICAL PERIMETER DRAIN Â» CHECKED BY NO SCALE DISK NO. TYPICAL WINDOW STEEL RC #40 NO SCALE JOB NO. 98-431-002 SHEET 2 OF '' , I * Int. 2 eâ‚¬W Â· 42 -62Â·Jig 1. 4 e % '.1. - J SNOISIA3H NDIS30 NOI1V NIA132 N3 RI'>6E. 1112-71734. . . .r - HEIGHT ifis -14 Â« lit /1 4344\ ffi f 1 N.\2\ \\ \\\434\\\\ \\ 1 -- Â« 1\\N I T P / f S '- 1 1/6 ' â€¢ F 1 * . ------ %\ \ 1 N . 1 \ \. 1 . \ \ 1 --I < 1"04 Â· \ & $ 1 \ 1% c \\ \ 1 . \\ -- lill-*Ii. ..--I--I .- t ' 39 . 00 r -- -/ Inf , / 0 f- 03/1.1 " U -- TP 109'- 07'64 t- ....1.- Ill.'ll - - - - - 1 1 TOW 10 0 -0 0 - 94.-- --- ... '. --I- ---- 1.-- 4. -- .- --' - / - --- 'TROF!-1- E/EVAA-loN 1 \ \\\ 1. 1 ! . \ X , \. \ t 1 . \ \4 1 \ \ i I 4 -- DRAWN B 'i~ LOREN M F.L.VIN IFâ‚¬3 6 oy. 6- 2.8 1 1 LYOUS, 00Â· 805 90 ' 1 REAR ElE-VRTioti 303 -813 -0 3 97 1 1 1 1 ' /9,1 5 c 4 1 c 1 1 _WEIGHT oF LOWER FOUAD,moO WALLS 1 ~ \11 Will SE DETERrn,44â‚¬D WJIEr'} || | ~ EWCAVA#-int'.1 1 '1 Cr, rn{~48.1-VE D 11 di AND FOJING-6 1-lor] 11 -Lillos,JITEffÂ» 1/\ 4 - 1 110 ~<54 r./ fli , pd 1 fox N 9~ \ \\ 1 . .1 " 1 /1 - \ i \ \ \ - 1111 li li 1 1 ./ ' - 1 Ill . li I fil 1 \ . \ 1 \ 1 \\ \ \ \1 1 1 \ N . i 1 . L EA sT GlevaT-ION 12 /4/Â»11 I .... I. 1 1. i \ - . il\ , VENT W O R -1 L.=4- GAS FleeplACe - \ \ I \ l wE ST El EVA liof# 11 i i Â· 1 1 1 11 :1 1 j -*.....lillillill'll......Il- " 54-0 32'84 - - -/4 21-9 311" 3'4' 3 74 h C 1 21 ~ 1 91. ' L 3'64-- 1 6 1 0,1 - F, g.) 20'84 1 7 1 1 1. 1 9-0 '4-04 - 3 pe. v f - + Foux,DATton) , 10 / 1 Lk 3, veat- 8146 .- I 2 9 L /; 4 \ .0 4 1 Â· --D 0 56 r . , IBED- RM3 /23 GAME RO06 i 19 1 433/ NOÂ» A =48 ap' ue I vaar - e 1 .0 SADKE 4 10.1 1- ovrs,DE Derfor,4 c., 71 1 61 F/v ~ 5 - 5 69 ,, 4 - C X = e 1 3/ - , i i- CRAWL SPACE - 1 ~211-/1= CLOSET f - 1 40 89 . , yoGF ' 19. , 4*51 1 ~.3 Aft: 1 SW'- ~ - Â¢ 0 4>043 -~-E'FWi#5-1-f' V 1 0 2%6 ' Â·lwÂ»t - - ~1 /Â«90[: =A,2 A,4 + ' 18..wawart O 6/ Sm.. 1 4 b,-9 4/~) FUR~- 301 1.3 uf.m,e. f/v J S Â£4 6*9-1---7 - 0 1 Â£4 - 1 2%6 6.lail ' ' 4 >< - 0 .1 . =r 1 ~ *ZY N~ 00 ACCESS GARAGE , Ro k" >uw' <10* 04-1- N + 111 N 4\J 41 + - 1 (34~ / N 3744(0 AA-7-64. (444 APPA,ovec 0 - Pali O uer - '4 a va. p, AE â‚¬* r 'ST, vet. flv 2231. 1./ I I 'tr- Câ€¢ 4/J.'1â‚¬ 1/cp, 0. 0 |45 /O Fo4,40A11 w \ 60 4-5 0 410" O/C Tr f. 10 95 ?Er,IEHWED MAY 1 6 2000 /6LOv *710,1 GARAdkiooil COMMUNITY DEVELOPMENT i- / 6-0 16- O" DEPARTMENT 1 4 h / 1. ( 1 / u'-O" r 11-0 1% - 54 -0 0 E y LiViJ '7 5 4 32.&47. 57z. F.'- 74:2'â€¢her 4.9_E. Sg' 1-1- L NM go 22 x 22 S = Lt 95 43 0 5'A' F lk]. 6 X i 62Â·75 2 45 )/4 " 5 c Alt S 66 4/ GAR,46â‚¬ BY Lo#EN Mt\VirÂ·.1 ; 9 -Ll 4 Or he r.7 11 0, -'EcK PIERS , 1 It 59 -O )3[LEÂ¥ 2-710- -- --~ 63>Ek,6- - [3] 72, -Z %15--- - 313 - 4 *fÂ¢d 1 1 9:=.1, 1, J . 2 G -0 Â· / 2 i.3 -- ROCK .v - ~ 1 52" N) i* 0Â£ Sold ~ " 141 , 4 -Am I 1 6-6/ .1./ 1310 It- O 3 / 121 6" --@u0 4- / 4 N ' DECK / 0 25 0 - -1 L. 2 WlzÂ¥* 4 VU CONG AER ' ; 111 ~ ~ 4 -VCITIC-AL- FTG- ;8"*18'%8 " 1 1 r-,740 Ledye w/,/1,5 LAâ‚¬,6 14"OC E G R.e ss 40% 1'51 IdeA - -il.- Ill.- - - -a;o"X 610" EL?<ED/f te//,-6 ) 1 1 Il - 7 // 1 1 1 - i C v- i iDE CK RAIL DETAI # 11 1 NX /2\ L / Ferâ€¢-r- f REAA 4 5 / Â¥ 9 ' 61 1 04,4 123 61 C /6 2 - 0 bi 0 Â«, 00\ 1 \4\ C) Itt. -~ '. I 4--9'ks.L"ClÂ¥i - 4 6 â‚¬3 -4 1 886 : r#141/1 & -35~ I_J- 2,4 ir. 3 4 4(40 6/072 *G \%~~ / ~ IBATH 53. - - r- 1-- - - - -T IBED-RM 2 1-3,~3 1 1 ..0 P r 1 /1 Tile 111 j 53 / 1 1 - C 1 - 04 r . / 1/ .1 1 ----1 LY Qi e Ae.pel-l Ij n #14" SPADAB ~4- -2,44 F'Ail- " 9-L<AT,-1- 2.1Â£4 ,- 1 41 0 h '-1 W' DINING ' i ' ' LIVING RM - - 6*6 - 42 t,L - 1 Â£ 1 \10 1 1 1- -1 .-' 19 /1 ~ : 1 1 1 14; :iT 1 2 -1 ObtÂ·31 ~ ;6~' . i 12~3" c Lai/1 4-- 5-5 /1 --3' GE-v 13/6 - 1 1 0 t nv ,Â¥41, 029 1 1 V . 1 -- 9 O -.1 - .. , . d ~--CARPET- 5 1. - -~1 / 0.74, Der , 1. - g - Â· 1 2 ' 4 .P/ 1 Arr I c.-1 CARpet .~ N - - - 1 w <03- ~-- -- - .I CLOSET tr = *\ â‚¬D. i - -H, ALL -- o . f j 1 --i i - 1 U. 0 2 f ' m 1-,1. 1,5 / 6, | BHEW<4 1 1 Z X e 1.) ALL . . ~ f - - - 1- - - - - I K i 1\ - - 94 0 e i. 4 3 t N p 1 - Â¢ m Aple- FlooR"t I 41 , IBATH 1 05 :1 O1 - to .4- sp.1 FOYERP h . . Il J < k v Â¢ 1 RE Fit CL ' .2.-~i 4 1 , b/ ~7 P. 1 5 1 + -.. Ok>0 1 .- 1 '11 6 2- A W -/ 1.- 1 1 1 - y V 4 0 [1 - Pl OSNE N./ i " J, 1 .1 -0 i : t~ LO/ f /Ah A. 2 " 21 2 7 72-14 - , q LÂ©z & 4014 .1 ./ 0- - -5~. CLOSET ~ , KITCHEN e-2 1/ 4 \/1 4 k t 4 1, .1 Y tbl L 1 + 1 I " It 1 11. 1. .. 0 0 5-/6 W.fluM 1.14 m loill.Il. 4 i r-1 DEN - DW ~ ~L_.1, Â·- -- -6 0 f 1 4.- 4 LSyL-1 ~ 1--- 4-0 -3.1 1 91-6 *. <L- 4 -0/*-1 2-06 .1 1 1 PORCH * 5' M 34" SlideR k C ARpert- , Â· r . A RFâ‚¬--#- -4; r 23- C or(CRete ~ - I-. 1 MASTER IBH _ ': 1 - lit o< ~c .5 ' * 4 ' 51 IdeR. t â‚¬GgES-1 TERRACE 0 0 1 .0 1 9 1 + (0 8 c.40% . Sw 1.1 5 DOOÂ¢~ _ 0 - __ - - --- _ f_ j 1 -I I Â»Â©E li VEÂ© DECK : 16- 0 MAY 1 6 2000 COMMUNITY DEVELOPMENT DEPARTMENT \1 R .. f \4-0 i / ze. 0 7 1 3-8 / iÂ¢ 0 / DRAwN BY L oAE N MELd/,1 2 -LI 1 v 1868 55' F,11 6451- Floot 4 - 16-0 22-0" - Gto,1 -~ 10-0 11 I 54-0 - - 44" SCAte 7,14 | Sb' F M, 2304 - 2-9 -'7 t.7 < -41 9 i9 '~-7 -~ - 9 /64 5 4,~9 , ' S /,Cleld 0 -9 -7 j "40-11-1. -- /. Qi -C ~STAIAW,14 - 6 D ETA1 211 - 1 li < ---f> 4" SPAce BETWee,J MA-*. 34" 64 FlooR. -- M I Crol-AN1 fir:5:4& â€ž1/3 -1-ZI ' , ~ )/7/8 7-311 29- ' Â¥ ./59 1 /.-* 111/5 mi c 40 f/- M 1 14 5-3 f 1/ - I . 1 7-'4'~ HEAORoop, 36'off Nds U 5 -Ef 6 TiC A O 1 9-0 ce,li*) H+ 5* 6.'ffsur. 6 -; 0, l /6 k,S ERA 'O . - i 7232=4~ * / 'V 1 v t 97 2-33-IÂ»JA-*SA M A . 1 k E,Jsrtee@-â‚¬A Tbaes 1 / 136 Tb e 91 425 1-I- -1)16 056 Q.eeit- tit<Â· /9/ \ -likhed,4 F.G. 54,*5 1 . --1 # * T -- 1 - -+- ~/2- 5(Ale 2-9-6 822,0.~ 2-%8 C.EDA<yAAA 1 1/1" shee+ 0.4(L I T [ [ Iv 1 +12.5 cl,ps SEAÂ·TR\,54 he.El 1Â©-. 40&& 3/6 R..5. P /9 1%4 441'lea 45//1 -TR*le 46â€¢dek $ Not/9 1 FaA,â€¢1,45 i) ALL Celb'Ac, VAQH 4/0- 00â‚¬4 4/12- VIA TRQSSee )114 Ce.dAR. AM<144 A LL 40,Ado\,35 PooR* 440(Arâ€¢1 A-S _ 33.410 44â€¢4.- fbe\\14&AAd AT BASemer.,4-0 014AA} ~F,le| u., dow <,\\ ?\,Ae 61 W,Adow, 40 8( ske.|14 O1Aol WOb 5,\DER.5 ./,60 8 CEDRA LBe 5,8,'r.tA .-0~D '~"CEDAR '\Row.4 U"'/64,5 4) ALI:. Elt. Wâ€¢\\5 1%6.4,11/114 056 62~6"Or ANg F,Ke Ve.4 AUJAIR 6 7//6 056 GLe A+1'/O% 42' 71' Ght. Rouc 1 , Sic>16)6 +0 e. Clang. A-fetÂ® 'Ylleâ€¢& LedA R Bevel - 61 rnA,# SE.,P.~N~ LJ/#Ad 138<er,Â·.eÂ·Â·Â·4 41, Be. 41 6 2,6 9.1 44â‚¬80''pc. : 28< 1.4mBER To BE *L'W+R. HEM :A 2-19 I--4,Â·rho A -' i 9) STMOS 40-RE Meri ER. 1-*(o â‚¬ill ?Inle )01 All- HF/10'EK6 -tb GE Dbl, L-Flo 4)F UNIf55 NoteD 3/4 Ti G Pler,4 408 . ' \018 Â¥ =1 'ab 7-54 41< r,otes . t r.0-Â¥e,400.5. beost Â¢T-R.~rvi IP<8TimbeAstRAN Cl 2,4 CCA 14(411 PI,k / UJF1 413 50\Ict fije 1714 0 14-\\ 901>,4 4 PA.'el fiee 64 Cle.# -3-A,v,6 5 4 , 4 2 3~ ~&89~ JA 433 5*0 611 3 /1" 4) An boop; Se\,)â‚¬2 )1\1 0 96Â·1â‚¬ (ACA â‚¬ 16â€¢,s A J 606.PebAR 1. . - 5) A\\ (AeS 4 6Â¥-;As o A r' e l.le ~ e. *)) Â· 3-[AiK f,ft, 11-tem\Q[Ic f IR 4 mazy D EA Dbo#5 Misi #AVe kshc'flÂ· ONN 6// ENTR 7 -LocKS efigM'tvi lic}wr'AL Gla;4els A-8 Flall-, CAL;Â·-â€¢el 5 * Notes f F\00(4 +WA\\ (,QueÂ«.L+46 + Note : ALL. WALLS +0 HAve ' -71E . ry,Bra. Foo-"Ug be P14 04 -?t *fia<(7*t,t ft'tyl-,Dze'â‚¬ Flook<,1,3 30" Below NAWAA| 6RACk '1) ALL o +4ea. A.CAS CARpet , 53 Tile. 04 All JAAL,U A\LS Ke.-0,~*4 -It,Abek CO FORM '04 2- 7) BPNE ~Â»~ce fjitowe;& E-ilenic,455 /#ovy /,A u,V,/s 8!'60*wte flad,itiA,1 0~ 11 4 0 714561.Rock- 3 -_ 8?Kitche- 60-4.44 toes fot-#4 4 _- 9) oel,It,Â·31| 1(6 1-06Â» A5pe'JU,~oucl Ce,IjAco B 1 =1< 4 1*1- 9'FORA'k,9 - ...I - * N 04Â·es '. Al /5 4 Â· 45 60 6. 146.A U.' W Al\ - 12' Dec% 28&15 434â‚¬tens 48 13â‚¬ 2.0 04'81# C.E.DAR -- O MAAER- S.-0- 1-46 41, Be- roveâ‚¬.5'lled 3 1 Pe,6.4 5<Ar#-4 11 1 Al,-t .' A.44,\ BoAM fue CARee+ 4 ) ./AL{W.Il Coa-25 - 54||NoSâ‚¬4 G ovee,+CAD PooR. iD FACC 49 60 6. REBRB 8 4-0 9~ 1 0 -~-_ @5) *~* ,*0**lace mpsÂ»HÂ« DC-36 H EATUATFQO~~1 R<~* vi,5#AL PECE!!yED MAY 1 6 2000 4 "co.1(Rete Floo A COMMUNITY DEVELOPMENT 2 Rows *560 6.ize.bae. 1 9 < ,-t " DEPARTMENT N' EXP. Crolly-r; COACÂ» le Aul,rj ,- 4 4 C Pr DÂ«414 do -SEâ‚¬ 708: Flite Elocks AND b,eA Fr- 27Â»01 /9456?u,REA * -SEE: E â€¢14, e dia~2 6 FduwhATâ€¢. 4/ bRAW 4 N <- pO A Ad-7-Aâ€¢44 DRAWN By ( LoR.EN MELVIN 303-82 3-039-7 42" 5 CA |â‚¬. i . A i GA Level Name: MAIN FLOOR Report Date: 4/18/2000 12:10:02 PM ... Melvin Residence 240 Courtney St. Estes Park, CO Joist Products . Plot Product Net ID Length Label Ply Qty. Jl 40' 11 7/8" TJI/Pro-150 joist 1 16 J2 34' 11 7/8" TJI/Pro-150 joist 1 7 J3 30' 11 7/8" TJI/Pro-150 joist 1 12 J4 28' 11 7/8" TJI/Pro-150 joist 1 2 J5 11' 11 7/8" TJI/Pro-150 joist 1 3 J6 8' 11 7/8" TJI/Pro-150 joist 1 3 DBL 23' 11 7/8" TJI/Pro-150 joist 1 16 Rectangular Products Plot Product Net ID Length Label Ply Qty. Ml 29 1 3/4" x 11 7/8" 1.98 Microllam LVL 3 3 M2 21' 1 3/4" x 11 7/8" 1.9E Microllam LVL 3 3 M3 18' 1 3/4" x 11 7/8" 1.9E Microllam LVL 1 2 M4 11' 1 3/4" x117/8" 1.9E Microllam LVL 2 2 M5 4' 1 3/4" x 11 7/8" 1.9E Microllam LVL 1 1 Headers Plot Product Net ' ID Length Label Ply Qty. Hdl 10' 3 1/2"x 9 1/2" 1.58 TimberStrand LSL 1 1 Hd2 5' 3 1/2" x 9 1/2" 1.5E TimberStrand LSL 1 1 Hd3 17' 1 3/4" x117/8" 1.9E Microllam LVL 3 3 Accessories Plot Product Net ID Length Label Qty. / Pcl 92' 1 1/4"x 11 7/8" 1.3E TimberStrand LSL 1 Rml 112' 1 1/4" x 11 7/8" 1.3E TimberStrand LSL 1 Shl 4' x 8' 3/4" Plywood 61 HANGER LIST - Simpson Strong-Tie Hangers Plot Product Hanger Net ID Label Support Member Ply Qty. Hl ITT211.88 LVL, LSL or PSL 11 7/8" TJI/Pro-150 joist 1 3 H2 ITT1 1.88 LVL, LSL or PSL 1 3/4" x 11 7/8" 1.9E Microllam LVL 1 2 Page 1 TJ-Xpert 6.03 (#660) D C98473.JOB Design Date: 4/18/2000 12:04:59 PM A complete TJ-Xpert framing plan includes the Trus Joist MadMillan Builder's Guide â‚¬ITJ*pert 1â‚¬E. CO 4 k 0 .- 11 H J Hl 1~2 LJ ML - L: 1 H2 4 9- j Â»-LI J3 J3 . J] Ja~ Mi \+25/ ' J! . E . JE Ji JZ J! 112 2 21=2 2 1Â® - 20 1 2-13Â® - - --- - 3 3 q '1 k Jl A A = i i I i= 1 1 '1 ME ~:/- J 3 : 3 : -0 # 11 1 11 11 11 1 2 11 11 . . /al/ I 1.25" . 1.25" <_f> In 0 04 I . A - <1=13> LEVEL NOTES CREATED BY File Name: C98473.JOB Alpine Lumber Company 500 Burbank Street, Unit C Level Name: MAIN FLOOR Broomfield CO 80021 Plot Date: 4/18/2000 12:19 (303)460-7171 FAX: (303) 460-7373 Hi3 Design Date: 4/18/2000 12:04 l. Â¤ Â¤ Drawing Scale: 1/4" =1' d> 3 Job Status: 1.25" Foundation...Foundation MAIN FLOOR...Plotted SYMBOL LEGEND 4/18/2000 12:04 ROOF.........Plotted 4/18/2000 11:59 J TJI Joist Type , M Rectangular Product Type NOTE: Level design times indicated above provide assurance for proper level - Bearing Wall stacking. Upper levels must have earlier design times. Beam Design Methodology: ASD Hd Header Floor Area Loading Is: 11 Column (CBO) 40 ps f Live Load 10 psf Dead Load H Hanger Type MMlmUm Jolot DelleGUOIN U Ranger Symbol L/360 Live Load L/240 Total Load Pc Parallel Closure Type Average TJ-Pro Rating for Floor: 42 Rm Rim Type Glued & Nailed Decking is Assumed Point Load Direct Applied Ceiling is Assumed Line Iad Floor Decking: 3/4" Plywood REQUIRED BEARING LENGTHS Normal O.C. Spacing = 16"* . Area Load Bearing Default Header Bearing Length: 1.5"* Warning # Label Default Wall / Beam Width: 5.5"* ~ Detail Callout Label Length (See Builder's Guide) â€¢ Hd2 3" Standard Rim: Rml* D Bearing Width Label Hanger Notes: 4- Joist Layout Symbol - Headers not listed JOB COMMENTS (1) Indicates non-stocked hanger require 1.5" of bearing length. MELVIN RESIDENCE LEVEL COMMENTS TJ-Xpert 6.03 (#660) D 129 EAGLE CANYON CIR. (6.03 D6.03 S6.03 26.03 Support widths provide *Unless noted otherwise LYONS, CO, 80540 MAIN FLOOR TRUS JOIST MACMILLAN adequate bearing for products not listed. FOR THE TJ-XPERT WARRANTY SEE BUILDER'S GUIDE Hdl I 1 Level Name: ROOF Report Date: 4/18/2000 12:09:27 PM Melvin Residence . I 240 Courtney St. Estes Park, CO Rectangular Products & Plot Product Net ID Length Label Ply Qty. ;Ml 7' 1 3/4" x 5 1/2" 1.9E Microllam LVL 2 2 Headers Plot Product Net ID Length Lobel fly Qty. Hdl 13' 3 1/2" x 9 1/2" 1.5E TimberStrand LSL 1 1 Hd2 10' 3 1/2" x 9 1/2" 1.5E TimberStrand LSL 1 1 1 1.' '" 4.1 1 1 ,â€ž4 'e t . ni 1,I~'It~ 41! , Al! 1 9.1 l.h 11* ~ .en,t 1, i 1/4'Â·. *1 911 lit,9~1 'L thA - e do 1P 14 mi. 1 EM; 3 --2 2 2 h 1,1 i Page 1 TJ-Xpcrt 6.03 (#660) D C98473.JOB Design Date 4/18/2000 11:59:09 AM i , Vi I' 9: 1 I . T â€¢ L. i 64440 1 1 -rÂ·iÂ·i .. -- ...1, il 11 2 Ag~--St icâ‚¬L Ill 'll FLAVek 6,4.1 g nDoooon 66.a.( W ..0.11,10 ......... W.U.W.W.w k . t , , 6 .1-r i. 1 I. 6 . 1,1 - / i \ 1 I I 1 -i \\ 1-- - .-r i --N T ? 4 1 1 j 1 1 1 1 4.-=1 1 22-- .-0-0 .0-0-0 .01Â»-0 r f A 1 8.1 Tri LM Rv=lam< Inc - - Ill--*. .-.-------I --I- 1 0 / 2190 6-25 F,unt.ge A'*me= Loren A**m I De=iption: Rd#, Adeess: U~m ; arie, Co 60516 Residence i 14 'h . ..lob: ~ Q0558 + *.â€ž.il. N; Â· i 1 - . 2 -- 1 1 Tetephor* W i 30349+7229 Teleph-: Seak 1: 128 i 00Â¢â€¢2 34,Â»8 1 Da- Br: Â»,- }-an *IMra--24&14 1 1 ./ 1 1 . t 1 0 4 : OU f- M H 1 I 1/U= 4, 8 -r z., /00040-97-Â¥ 14-94 A complete TJ-Xpert framing plan includes the Trus Joist MadMillan Builder's Guide â‚¬1TJ*pert JOIST AND BEAM LIST - 4 LUMBER CO. Plot Unit # of Net ID Length Product 04 Plies Qty Ml 7' 1 3/4' x5 1/2" 1.9E Microllam LVL 1 2 2 . r U------------------------------------------------------------------------71 Hel / 11 /1 1 / 3 1 1 1 --- 1 1 1 1 ---1 r 1 -1 1 - Â·Â·C , U r-- 1 1 1 L ' 1 1 A-- 1 - 0 1 @ 1 . 1 111 --9 1 1 1 1 1 1 1 BBO ~ I ~ ~ ~ ~_ f1 - 1 1/1 1 1 1 1 1 --- 1 1 N 1 4 ----------------------7 \ 1 i M1 / 1 2 -1 1/11'll lili 1. 1 LEVEL NOTES lilli l l 1 1 1 1 1 \1 1 \ File Name: C98473.JOB 2-__1__1___I_--1 -L__I__1 L _I__1__L_2~ Level Name: ROOF Plot Date: 4/18/2000 12:11 CREATED BY Design Date: 4/18/2000 11:59 Drawing Scale: 1/4" = 1' Alpine Lumber Companv 500 Burbank Street, Unit C Job Status: Broomfield CO 80021 Foundation...Foundation (303) 460-7171 MAIN FLOOR...Readv to Plot FAX: (303)460-7373 4/18/2000 12:04 r ROOF.........Plotted 4/18/2000 11:59 NOTE: Level design times indicated above provide assurance for proper level stacking. Upper levels must have earlier SYMBOL LEGEND design times. Design Methodology: ASD M Rectangular Product Type Roof Area Loads Varv: - Bearing Wall 30 to 30 Dsf Live Load (115% LDF) Beam 16 to 16 psf Dead Load 1 Additional operator input loads have BBO Beam By Others (BBO) been added Hd Header Maximum Joist Deflection: L/360 Flat Roof - Live Load Point Load . L/240 Sloped Roof - Live Load Line Load L/240 Flat Roof -Total Load L/180 Sloped Roof - Total Load - Area Load B Default Wall / Beam Width: 5.5- D Bearing Width Label ' JOB COMMENTS De fault Header Bearing Length: 1.5"* . MELVIN RESIDENCE LEVEL COMMENTS TJ-Xpert 6.03 (#660) D 129 EAGLE CANYON CIR. C6.03 D6.03 S6.03 P6.03 LYONS, CO, 80540 ROOF TRUS JOIST MAC:MILLAN *Unless noted otherwise FOR THE TJ-XPERT WARRANTY SEE BUILDER'S GUIDE 7--/3- . 1. Â¢ 1,