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Home My WebLink AboutARCHIVE 624 ASPEN AVE Building Records Prior to Community Core 2018Entry ID: 103053 Name: ARCHIVE 624 ASPEN AVE Building Records Prior to Community Core 2018 Path: \Property Files\Larimer County Properties\Subdivision\HYDE PARK\624 ASPEN AVE\Building 103053 ~LOT - ~>L_- A-A] b R A INA dr E- PLA d -Le-r L iNES--.1 LeI_LifiE.5-.-\\* ELECTRI C. 6/6/5 , / , UNbERGRaunb -1 //0. .4: _ O PAaÂ« 1 /10 -4-- IN ~ ~ _ ERSD SE [d EN L//VE ~ - 56 0 8 L.,4 --/ l - Â»--Â«20:-Â«--~ K . Y- -47 a 41-- 6 --4 -TA -A >. 1, T- 48.1. 4 LF'.-1< ./. ' -.i..., - \ \\ 2,4, t 2 4 1 0 1 1 10 11 1/1 mÂ»/ 1-1-jO -21 2, ~ Ul_ : 1 1 Â¥ N 1 \1 - 1- -It &89& 1/ 4 Z ~ ~ 2 *8.B_AR E I / 1 t \\ t- -- - 1 1 0 1 1 \14 1 . 0 4-Â»14 1 - 'll 1 Al - A 11Â« 1 2. 1, 1 - L.-'----1 \ 1 /G -' '222~INE~32__ 9 N 90 1 , E.P.5 b 0 4+ 41 4- - 4$/ P---- --r- 5142 \ 1 - - /5-~ GrA65~~4~-r-_ 0~ / --- \ L-----4--U.22-- 1 --42 Cl_Ii.5.-:f 64' M =9.491/ =%-1 C 0 1 1,1 i 1 - 2 ts' 11_QM-REL :1 431 1 9 42 -- ~ - \ 9 - 42 - - -TTE SETBACK'S 1}1:1 - 1 X 0 -112% t ~\ 1\ /1\ / 1\ 0 6 /1/ , /\ - 1 7/ /,5- 1-- 1----Ke-3 i \J --2 \ 1 1- -/ 8- P Â» -- 3--- Le. T - 5 -- - *(4-6-5 9 2,-1 f Â» h / ---ci-*. -*.-- - / ) ~ N\\ N.\N - - - (4 1 .Et ) h SE-TEACHE 1- /8' J-/DErt 230.3 Dr..ve*Câ€¢â€¢.,~ C-not 4 LoT LINE 5 5 '- FR 6 A T f .exc e.4 -5<> 0<â€¢4- <_L- - Iso.3 &-2 :d L Q.* S:-re 9-6, _~-~-f~ \ - 84<K A~\O 72-7ETE,27 \~---91. ... C --1~awÂ»-L// 1- As?G (03,4,1 - /-- --4 - WATER FLold LoT LIAES ~ULLIVAN 1 =aot --_ ~IURREK| T LOT b R A f /4 6 + E (VA CA Al T ) i 5 SCALE: \\ (084 AGEd AVE., EsTEs ~131.R,4 Co 80577 --- ERS[A THE STREET_o.nol g-ourâ‚¬_ouiST (.5-00) L EQ-AL: LoT G, Buock 1 , 4/bE PARAk 3-2.R<gR biA'Q:~046 'L~__To _u)AkbS yke .â‚¬oRTN-~4,:Ir - i.. .'ROVAL (KE) CoR,dER. Butibid&.5 arid.IMPROVE NE,475 a Community Development -PLOT #f 13 R.F. (.Al AGE- p<.A AS -UJ <31 --8 E. <-Rf.4 -ED f F/LLED 4.5 -2-6NT//dUE 0 DateÂ· <31 - 75-cfS dke AlkTUR hL FLOLJ (DRA/.4 492..,) Approved By:~ 93Vht.-4.~ WA EMENE; (976) 5-86-89312 RA-IR; 6/491ji 7/9 / ~AA - rE 0 Z 000 % 0 I I Out X U - .91- - 4 J 9 A- 2 2 06 4 1 41 k * e to â‚¬ k h- 4 - ct- 0 9 9 h w - a F. CE N Â£ J Q W .t 2 , w 1.L W Z M 4 - . ~ 61 - 1 1- -- i. 2 344< K el i -2 Â¥ F Q i It - W o e - m..9 E/1Â»51- - 4 0 0 - 1,1 .SibE J VI J JE 1 1 -----Ar1 1 Â· J flz E z 2 111 U 11 1 91.- . 3 + e k * A- 4 1 41 11 09 4 1- 3 2 9 3 0 t-- 1 0 -- - _ ~ 1 1 1 1 1 1 1 1 k 1 1 AL____ L __ _._ _LI272 213 2 2 1-_- 7 -6~ -- -L - -- 4-1 - EAR 11 .-1 -Ii.- - -i-- -i--- - -- - - r21 =1 :Ect-l - -- LE ! - 11 :1 ~ -2 , = E EL 2 . ==3 -1 - 1 WES T - 1 1 1 i 1 1 1 1 Â¥ ~i Â·51 bE 4 :3 4 FgaNT AFF'PROVAL 11 1 1 r- . --. - - Co[Arflunity Development - - - - 1--- - - - =--- - - --- - - - - ------ ------ 6 9 -30- or -Dme: - Approved By:~~.~3~_.~12>.~ - W 0813 P - ihi + D- , EE J k id J NIC K 4 <5.82.00 F r.9 b k 1-w A- 9 - A 6 M g t> 06 - m % 2 51-9 1 -2 W 0 .S h LU 42 - NE _ ct V -rl - C/ â€ž11 d --- - 1 +171 1\\112 - -- i '-- ~ U U 1 G D Li --------- 1- . %200 J D i J - Â§ %.In id k . 1 , 1 .0 J b_ A 12 W F S. U TH - --- ----- ----1_1.---- - 1 11 11 K T 3 1 A 4// 6/DE r 1 11 11 U) 6.31 I 1 It N , Â».1-- - - -- 11 J--1/ 1---1 1 APPROVAL Community Development Date:_9_-2_1-ow-J_-~0- Approved By:t:~6Â¤1.-~:&:~~~Â·Â· -170-11 1-Ill- -ll--Illifil Illill 1 -------------2-1- - ;iII1 1 It Al O R rÂ¢ -- 1 1 tbE / ~1-1 1 1 - - - -- g- - 11 - 1-- -TE-- -- - - - 9 1 - 1 - Ii-- ---- fd /0-3-03 Received 7-2-9-0 3 Town of Estes Park Permit number 7 9 99 - -By 3,93 Application for Building Permit Tte VI Building Division 170 MacGregor AvenueP.O. Box 1200 Estes Park, CO 80517 0012 General Information (970) 577-3731* Inspection Line (970) 577-3731 * FAX (970) 586-0249 Job Address: (09.4 4SPEA ~vE . ESTES PAR1Â¢, 06 Lot Size:/61 7/6 /.49 sf/ac 1 f Lot: & Block: / Subdivision: ~/be ~PARK , ESTES /AR *' ,- Parcel#:28563 -/8 - 66% ownerisameJ)746Twy -PtÂ·f WATH ER/AE ~. 4}Ll-(VAW Phot<e~974 5-86 -8 9 512 Address: Le,24 4*PEd AVE . f F=Tal PARe: 20 904/7 (Street) (City) (State) (Zip Code) C.* 2,7 - 6603 Contractor/Applicant: *11< E 14 1 LL ) gi*zz4;4=*Â»Â¥W--ru wn License #: Phone:--44~*#FI~ / bÂ»U 1-07-0 90Â¢ Address: /031 -Ri,TERBRUSH LA. kirr CoLL/,15 06 905-24 (Street) (City) / (State) (Zip Code) 0 Residential 3 Non-Residential ONew Building OAlteration OAddition Proposed bWELL,hi G Existing Building K Construction / V v St- 5- 3 Occupant 1 _usedigGLE. *Af)\, 14/ Use: 4 ACANT Height: / 4 ft. Type: UkÂ»b /FRA/KE;roup: err Load: it Number of Number of Number of Number of Number of Units: 1 Kitchens: 1 Stories: 1 Bedrooms: ~ Bathrooms: Full-w~-3/4- -6'- 1/2- ...6** )5*replace? 0,49? _bpe of Heat A/C Electric Service: # Meters / Electric: OverheatlnderTound Water Meter ~ Electric Y~ Size: Amps: cROO Temp Meter ~N Size~-inch # Meters ~- Garage 1~Â£25!15*b~ttached) Basement (sf),~ 1 st Floor (sf) 2nd Floor (sf) ~ A 3rd Floor (sf) A444 74 9- sf Fin Unfirf 146>0 Fin /9 73 Unfin Fin Unfin/ Fin Unfin carpon hi j A st Porch /~f (Roof? YÂ¢E) DeckE/A sf (Roof? Y ~ Storage sf (Proposed Use: ) Master Plan N~mber: Fire Suppression Valuations Address: System YC~J> Total Valuation S 31,512.00 Describe Work'List Options: INS TALL RAN CA PT\1 LA, IMAÂ¢1 .pr Electrical Subcontractor BAAd A b:b Tkb#-r PoRCA aA,ot REAR b EcK 40 NouSE. Bolib bETALVE.b 4 (41 GARAGE. Nk Fou,lb,4-r/04Â· Plumbing Subcontractor I certi fy this application is true and correct and agree to perform the work described according to plans/specifications submitted, reviewed and approved, and comply with local ordinances, state and federal laws as well as building codes. Additionally, I UNDERSTAND THAT 1 AM RESPONSI BLE FOR ANY FEES OR EXPENSES INCURRED FOR PLAN REy EW, PERMITS, 1>SPECTIONS AND OTHER FEES ASSOCIATED WITH THIS APPLICATION. 0/-1-h . ~-5711&44 Date 8 47,45 rint Name -7140 fil ~ 7% == 4 / V,4-~/ *** Office Ilse Only *** -Staff Comments: Application Information Approved Disapproved Fees Public Works 7 -26-03 04'"*.2- 0-t J U, Act.../3 w< Qp,2. es - r ZE, Pot . â‚¬ f t,~;th- W 1 114% 0 Water 9.2.9.03 1,510.00 Light & Power /O.1.03 4 8 5-0. E{l41.'500.- 1 r-, g(2-CE Planning f-30-23 9#AFTEF 9441 Â¥ 4 ("f- go /- /0-2- 0 3 -. - 9 Ce, Â£ 3 6 3 4 5 n, ov Building 20+-7-3' I OrÂ»,N 96 l. 9-5 Plan Review 300, 17 o 5 ~~- /0 1'03 5,â€¢al,-Â¥*fe# 3 @44 + 8 .vey Nâ€¢ 442- County Tax 126. Zoning(J Census # tO< ceo Wildfire Flood Certificate of Occupancy 5-0 0 Building Official Date 9, 596. ~7-A Total Revised Â· 04.0(4.03 ty ' 46, D Â© 17< P . 0 ..4.1 - z,mir m?PY .. b .. . .. .. .. .. I 4 . 0 .. 1 0 .. 4 - .. ... 1 . . 0 1 . .. .. .. 1 . . 0 . 1 . H . . . . 0 . e . .. . 1 . 1 I. . 0 . . ... a. 4 . 0 0 . 1 /-- t =14 1- CA, / \ KO M..CA (â€ž1 MMy -\99 14'FF w& 1 - FL .1 - h.cry -2262 \01,1. ~Vt," I 1 0 . I - 9---0 -**flmil=47 - 0/W â€¢-- I 1 /- . le i <-- /*102 99,9 LAP &*--*M 5,*1 44 (â„¢P 0 - - 1- -1, ..I.... - - --- 72=Up + - arr.NÂ» 70 614-* A14, RK,11,2, 2 - 1 A~ 712 F*rm *4 MLOW L__ ---1-- ...*--* -4 -I .- ~'4.940- 3.,13 40â€¢Câ€¢,44 c & Â¥ 4: A- -- . -I- G .JI--9-1 VT-- 5.-4 >- ~69\ 6,0. El.v. 1/4-= 1 '-0" Sidl Clev. 1/4-=1 '-0- ~,Bh~ Front E 'OV- 1 /4.V=1~C-~' 9107 - 1 1 C '44 _Lp--1 T *fÂ»Â«~Â«~ l'4~* _ __ ib 6 0 C 0 + C 6 -1 4 Â· //-L-- ~7it BCâ€¢ 10/: i)~T - Ild 'LI p lt. 48- Tr--, .0 9 r ----N 04*44 I . =9-T *~t - -- - -- - 3.0 VAL--1 - -9- - -- -' -- - -i--- Il-lil-- -1--*-- - *-Il---~ .----*I-*I -i---- -il-*I- - --t . 1 - sUP \"'.0' T A- 1 4 6 9 4 7 r? I ~ (~_-1~10*<Mnj ki~U; 14/ 4.0. ----- ----- 10Â£~LU~ &4Â·dze,C. 1 lrâ€¢ 410Â¤Jhl Of'lew Â¢ 80#5 3 * BY AINSÂ© 0. 5 - /'E'\ Alar Elly. 1/4--1 '-O- - 1 Â« 8 - rl,UN APPROVED I 0 1 . 1 Â°LANS & SPECIFICATIONE TO BE ON SITE j 1 - General Notes AND AVAI{.ABLE FOR 9 1 2, 0 1. Door clearance with monolithic slab will be less A I & INEr. CTIiltlf 0 1-1 1Ill : TOWN OF ESTES PARK ~ Bp~tna Deoartment ~i-*9 i than shaa . t=> tk ' o APPROVED 2. The length will vary depending on the size of garage , Date 1-9 LEI 0 3 r By-~ i purchased, i.e., 24 x 24, 24 x 30, 24 x 36, etc . 41 T -~1- - ~ AÂ»In Q. Cwchz r t - i ~' '= . Ar,MA 1,Â¢1 3. 2 x 12 headers are sufficient unless the garage doors -< 4 Bulding Official -1- are placed on a load - bearing wall, then the headers AG 9 ralst change to (2) 1 3/4" x 11 7/8" LVL beam. 4 - 04114*LaAD *CU K * X 1 + B /Â»L 1 1 + Bly' 4. Window & door placement to- be by exact location or 1 1 by customer. 91,mve'&104< i< 9 5. Iterrs shown on drawings may or may not be included in s 1109 10'TA"r j,41,60 4*Nt the purchase price of the kit. The purchaser shall con- mar COLL+45/ (1*4224(,3 sult the materials list for an exact tabulation of what -_ materials he or she 6 purchasing. In case of a..conflict - 1 between the naterials list and the drawings, the naterials -1 . -- list shall be the governing 1 011,1,91*~k 1,< MAVQ& 1 1 1 6. The purchaser shall be responsible for obtaining all -, - SUTH*wwo LUMI 68& necessary permts. K,0 1 ~'>4'AM *h.o g~a - MeT (614 INPS ;CAPâ‚¬**70 22 4 L / 0,9 4 -1-- - -Ill-.*Il./.- I - -- r- -- - --- - % '---- ----/--- --- I . - -- -- - *- -- .I 434 U-ped Ava , APPROVAL Ial-87â€¢71~16 -* -i:- E 07--Es -PAÂ»::f Community Development A. . C CO 9 061 7 44\. d, 01 (99 4 GB 6 --89 61 ~~~ Floor Plan 1/4"=1'-O" MR"4,4 11Â¥ 1 ARL Date:=_~2=~ i Â£004 Approved By:NÂ«.-7\ 3 CNEkÂ® Ey i AL. M 4 4 86Â¥11....7,Â»1,1 -4/44/19 9.7,1 1/le t -- ' _ 4,11.-.. ~ .... 14-_ 23- - \01 41 4 P.,Â£11 CL./1.104(...7/10'U Â¥*Â®F 94% 0 1 ] .-â„¢762' - < 21)01â€¢*Top PL 4'WI 1 4Â»i 4 9:90144 _ 6 k.Â©M ]J d.e'l 4/42" 1 YL * - 62,1,1 w 4 re. r !Â»42 1. - . - f I --7 11 <,rp ) 1 1 aM ' F.2 - Â£23 4.Â«1 ~1/ 1/42 MY W D Sla#$* ' W .4 1 2Â£1' -.348\ 1 \\ - Crrp 3 IL,761' 1 7 - 1 f-- 31 ~t i - 4Â¥4 51'vo, 6 /1. H 0.4 , -- -/- a'-id - -_,. _-- l<â€¢'=4;~_---- - - - '24 L p" 1 .1 - ~ 4 *4 ifIAJD rWâ€¢t 1 1 LINâ€¢ OF 469 1 1 (TYP 3 0, TRTD) 1 Ar, MDâ€¢4 - Df **WI 1 ON#â€¢A I Front End VVell Frrn'g. 3/8"=1 '-O-I ~'E~ 8*car.12151-MVell Frrn'g. 0/6"- 1.-0- 1 /* 'A ------ CAD F - 20--275*t 066 C 44'0 60 --- I 1 1 1 1 I (111;, 14 HoR Pft,- 6- 01' i_ - - --!1 - 1 10 t ~ i, . 41 1' '' 1 1 -1 -4 an Low<,4 / 11 ~. .. ..' 194 gaIROP~.gr, 1 1 . ---- 5 6 1 1 - 1 - 2 '5121 WILL - th~ m- %43 - - -. 9 1 < EL*mt, _ 1. C.p 3 - - 4 - . 1 - 1 *4*m) _ A .DWD Vt- n . a VI , to 1 99 \.511 1 - 11 a-/7, 4-n LIAJ. OF FDJ ' 1 1 %10 04;4 J /51 Side vven Frrn'g. 3/8-=1'-O- - 41 # -4 = 1 10. #6 -Ilk i - 0 r. . i la-, r Allen D. Curtis ezi' E jw _ _ 1 41/ -i-- -v 'RE.twl. Ros=- 1+L,jitiâ‚¬A'c>4. -- --- ULJ /1 ig < 32 0 11 Archit,ct 213 1.It #OR FtJL e=-3 -t- vz- Art *1 L.1416 OF ~el /th Li k ora aND WALL {544_ 4*L - 11 2 1 - 1/ j :310.1 SM, 1'.Fr Hill- 810 + 0. 1 5#/7 al.,UNJ&,OBUMINX) 0 -- ,VER,Â¥r 4*141 5 1. //l Nt: 4,= gou,R UN.r , i 07Â©N2~499 1 r. 431 f. 1 - 4 e . - 13!NL*l~DV *I Lp#*Mk&m 0--- 0 1 0 - 5,1 .../1 ; 1 1 - ble"Rt,NE> 1.10"1.A LAU, -Dâ€¢13 *11"Qmi 1 - - - - - - 1- l mer (Aillus, (Cle,4400 k *Ut9. Tn D) el) 1 X N kV ;*f ' 8,Â¥kjt> SFâ€¢ceK 0~00- RE; D/Ao 85 F~MING ltâ€¢..1 TAvt D#~IL (rirl) : t.kl- FrAV #O -5=4 - 1 U.- -4- 44 14 9315" ~~ Bi_ 2~3_)4#'04 2.,51.0 4,#4 - -_ le E ys 1 + Cil Side vvall Frrn'g. 3/8-=1 '-O- 4307 ~ Roof Frrn'g. Plan 1/4-=1'-O- 76* Nf ! >1 it' CHE# 69: Ax Al .* ~VISED - aFT 4. FS -*/2,/71 1*El- 1/14'tl i 'â€¢ t'* . I .1, - . . Lt I , / 9'-M LeN Â¢:L Ba.,4 - 'gHalld* CMROO\Tic#4 Shil#CQS 04 It *** laaer Fe 04 7/ju" 0,6,13, FRZÂ·-EUDINEBED ENG , R/QD/ TAL)*4413 al#' b C. TTYP ) Â»07 11.U.26 - 01) 010,(4â€¢ RAVDS-LAP 4 <Trp, 0 CoAN*46 (rÂ¢p/3 --- LX T -4 4,~ 120. MOLD -0 ar, Dif w,CCE' err'21 3 \ V.\ -Il- DO\4# 061146 r- //-, 1 74 ~ 9 .\U k Â»~+- / 21- // CÂ©Â©A Wria AS (rr 9 3 / 41- I w U AtÂ¢â€¢!A 04 1.4 - . / 6 ChÂ£664% (7'ft/ ~ % tut . PhedIA C TY'/3 ~_ l,'Â£ 1,\D"44 a. *- 1- 4 rp ) - ,- 4'10 514!11 9*NLe; \~\ \L / hil (131 * 4 TeP '' / - - 1.,2 Flt '. .0 4,4 2 1 ovÂ»445 CAR C PAr/% Cl'p) - - - CÂ¥*:ld --/3 -#:+ #- A H, Dk, TR,â‚¬14 10/ 3 1// \. 1. i) Fojj'JGVAZO LAP .AD #6Â·l F Wim 6 45 SAAâ€¢:114 r-7 si'Â©1~14 -LAP OMNi <'N P,) - 1 1.-- 1%4 Â£ 1411 06, - - - iiI_j**,4- . 7 1 > 34'*f 4 I *t TÂ® Mi _--- 1 A U i 0%3? elD f >- , 0--- 'n h Â»24 Fl~~acÂ»MD kIALL a. t lAD C Crfe - - SA~rl-'1 1 K.16 CTY[Â°, 3 /2 *G 4/41Fj , .. --,1 C 712' Fl 5%Â£445) AA LL ~ ~ St EA> 1 061 112- ...---, L.A= 51 01<t, , ~ 02*4 %11.)29 Â£ I 114 SEALANT 1 ID &30 (77 3 - 1 0 02*4 RZONCOD >9Â£ 8*71 53,4 /El Jamb Detail 1 1/2"=1'-O" ~â‚¬hj Q_grner Detail 1 "-1 '-O" : TAT D RAT10 (.TYP 3 . 43/ Â· Ex.1 4 ANDE< 5MiS <., ,.. - Â·---- 6, 6.4 SEAUG. (1YPÂ·) 1 4 4 =2,4Â¥ 6 ' jt i Â· Â· 5 4 t < 6\14/ DEN Tkh, , 1 4 1 Str C<Â¥6 -- /1 1 ti.-JF-- -Ir r -1Illb_JI 1 Pull 1 -- 9.4 - , 0 1 1 1 1 1 1 1 V -4 A->'6 - FAMÂ£*A ~Ah\ V\/all Sect. 3/4-=1'-0- I. (61/ Ladder Eave Detail 3/4"=1'-0" 29 = 1 - 1 ,â‚¬ 11 11 41 --~~A<~~Ix -- 14 Allen D. Curtis UP'64. 146,2. f CNI KWUP =14TE,4 2 - - 47 Architect #f~/ Fr- _._ - - -- 1 i . *LTJ . -4-20 c-*~tt'*RU /'4 22,0-â€¢L- Cio~~pi-,~~~,/' 4.4 ---- ..Libii N,SCA DIWI ), TArr NIU., RD<'1 60 , ff 6-. Rcer 6~LE,-sub illd L _~ i Ld 4147 UL.l.Â·0114*6 1 064/1*45Z) 11Â« Id TZ Lphs ( 6Â£*i j 44 UENCMâ€¢' Â£Â©511(47 874) 211.*101 c, U.~--7 14N.l, 3401 Il' 1,4' SIDIWO j 0 1 - 1Â¢:P,11 CE) Truss Diagrarn 3/8"=1'-0" C.IMAARCNI '4* 15I 6,â€¢4*0.* ~, 1 M 0 FKS 'v) 49 '14 I 750 tu743'luw-2 49*46 / 42:>1 G. ~ P<02'BC'~ FE*7- al.1. 1 45, Â¢6up~* Du Â»F' t#DIL.O ----'~~'~7~- i HÂ«1, 101*KI /. O->INE;K ZEr,N l-" 1 U .1 17- JAM b (STAI L --7 2 9 eA. 47<l).5 91*4/'49 -"4 11\ . . 1 /'F~\ Eave Detail 1 1/2"=1 '--O" 3814 161: >Nar- 1 41'~ A hz - 04Â£!419 Ar i >04- . At , 1- k pete.. I/#5/19 .. L -1- - . 13 .,ir- i- --Ii----I-- --i--I- .11 ,. f . a ?t 4 t> - 3 /0 Et I ' rpt'_ 3 40141 ~ 444Â«_ 9-0110 i 2221 CLAYFON LAHE, P.O. [63 /A\3/7 (lEo. tog 8 11 0 g DERTH O GS ID 9 \0/ COLORAIDO EULF LDEALER: CAVCO ' 42 + CHAEPOON NOIBLES - CUSTOMER: CAVCÂ«~~~Â© WORLDS LARGEST HOMEBUILDERS . iuiviMODEL: 814 -UBC-82804 4 10 Â» p &4 *E ~Ler (o l.61-0 eâ‚¬ \ , 1Â·1~DE.701-Rt<~ CE=TE-s PAKK / 40 90517 (99 6) 084 - 89-62 -. J NOTE: Summit Crest Homes reserves the right to make changes at any time in prices, specifications and design without notice and/or obligation. All dimensions and specifications are nominal and subject to change. It is also the responsibility of the Retailer/Builder/Developer/Consumer to verify and submit specs to all regulatory agencies including but not limited to Cities, Counties, protective covenants, ect... prior to ordering the home. All changes required by local regulatory agencies will be the responsibility of the seller/buyer unless properly submitted to the manufacturing facility prior to the order placement and acceptance. All changes will be considered on a case-by-case basis and charged accordingly. Summit Crest Homes will not take responsibility for additional requirements without having full knowledge of such at the time the order is placed. 1 [{,WN APPROVED All design details and notes are suggestive only and are subject to the jurisdiction of the state and local codes. pLANS & SPECIFICATIONE See local building department for frost line and soil requirements. 1 TO BE ON SITE AND AVAILABLE FOP 81 5 INS'~ 13Tlilt'R MUST BE SIGNED BY DEALER and/or CUSTOMER BEFORE CONSTRUCTION TOWN OF ESTES PARK Building Department 9 U"IF /0Â·2-03 Date - - L APPROVED ~ i Building uffic,al 00 \10 ' 61 9 I. 99 9- 09/241/2003 10:08:36 AM M 4- -991 LJ 0 0 1 \FEEL -1 H - -U- - 9 _12_11 50 _ f ' ''lf ~ '0~9 40113 11 2221 CLAYFOH LANE P.O. 20% 1 0 DERTHOUD, 00 . (9)42/12)%1 3 COLORADO EjaJOLT E]ODEL 8 811620-82804 1. FLOOR PLAN 5. BASEMENT 4 CRAWLSPACE DETAILS 8. ELECTR<CAL PLAN 2. ELEVATIONS 6. FLOOR STRUCTURE 10. DRAIN WASTE 4 VENT 3. BUILDING SECTION 1 WALL STRUCTURE 11. WATER SUPPLY 4. FOUNDATION LAYOUT 8. ROOF STRUCTURE 4-5. MISC.. DETAILS 12. MODULE ASSEMBLY 09/24/2003 12:50:23 PM 168 66 1 182 3/4 305 1/8 363 4211/4 416 551 I/2 661 1ll I/2 168 10' 4'-5 1/4" 4'-51/4" 46'-51/2" le' 9'-11/2 " 15'-5" 8'. 5" L J -. T â€¢ - . 1 . 12X805(3 465BVE 4653VE PATIO DOOR 30*A FFF 465By 1 1 Illilli - 1 1 ' ' 1 ' -4- ' I TV ' 1 1 1 1 7-*_Â«-213 DIN)NG # REQ'D VENT: aBREAKFAST 8 CLO BEDROOM #5 BEDROOM #4 ---------1 -AREA w 0-1 CO 1 1.0 W Z O ~193 El W AREA= 101.5 Â® g 0; AREA= 122.36 Â® 4 -m 04 04 <30 , WI REQ'D LIGHT: 10.15 AREA= 14034 KITCHEN al REQ'D LIGNT: 1223 C L LA , le-9-4 2 LP' 1 9 RECD VENT: 5.31 Tv REQI) LIGHT: 14.03 REQ'D VENT: Eli - - *P 2 AREA= 143.3 1 2 x PHONE REQ'D VENT: lei REQ'D LIGHT: 14.33 F-*-r-8-7-lir-rnci-11-1 REF'G - REQ'D VENT: 1.16 9 0~6\ 1 UIE JA~K\ PHONE - JACK ly--ii-'r-i--7-1---2--v-Â·rii-Trw-'9-1*95~ .1 1 JACK ! PHONE co =klail~ r lill~ i ~ De 4 TV = ~ b 4/1391 e 1 32 1/2. 1 .11 / PHONE ~UPPORT POSTS .11 DEBI<Aa/Â« 1 A JACK A 11 11 1 UBL DO.. S fr--1 1 - 9 1 - r -Il -H . 2 DR. O.W. *| @~12= , 11 1-k L_ PZI 2 1 411 . i 254/ 12#1/ ____________ OPT. oPT. 1 - 31 I r , 1 SUPPORT POSTS V V Tv DRY WASM ~ E W/N 3 - E-Gil~4' I 4 1 -1 4386 2\ MASTER=NONE SWELF 1{In 2-1 - 1 1 1 -- -4'* 1_1 :I '2' Il '2 1/40 i- JACK L'231/211~ 1 @9==2= /Â« 11 h \ b 41 Â® 2Â® 0. Â®Â® BEDROOM Â»36/1 66 _1Â«I E- \ == 70 1 , /;\ \ Z , /;\ BEDROOM #3 BEDROOM #2 LIVING ROOM r 1 1 04 1 30" X 60" 1 0. T- L Tue J * :~ _ 2 9 TV TV 2 ,"414EA4223.44 ,Â®90'[) LIE:NT: 2~k _ AREA= 620.6 Tv /' *EQ'D *ENT: 11.1 \ PHONE PHONE AREA= 164.83 ...1 271 AREA= 120.6 REQ'D LIGHT: 12.6 TV / / # \ JACK JACK REQ'D LIGHT: 16.48 // 1 \\ REQI) LIGHT: 12.6 1 4 p| 4 i REQ'D VENT: 6.3 PHONE /9 REQ'D VENT: 824 Â® REQ'D VENT: 6.3 e 9 TV < 120 JACK PRISÂ¢IATIC JACK PHONE â€¢ r PNONE / 1 9 / DORMER \ \ 4. w-W .4 1~.)H 94 â€¢ l JACK IIICI).m [~-] gÂ® - 111 \\ / 1 1 1 1 1 6/1 12\ 1 1 1 , 1 - 465BVE 465BVE 46587 4658y 365BvE 3658VE FFF 5'1440V 10' 16'-5 1/2" 11'-6" 8'-1" I . 1 .. .. .. . r 66. 126 L 189 72 w 253.~ 313 . 432 . 514 #50 1/4 622 3/4 168. 6551/2 I13 1/2 320 1/2 .. lilillilli 1 1 1 1 lill i 1 1 1 11 1 1 1 1 1 lili lilli lillillili 1 I 2 34 561 891011 121314151611181920212223 24 25 26 21 28 29 30 31 32 33 34 35 36 31 38 39 40 41 42 43 44 45 46 41 48 49 WWBMOT Â©REST HOMES REVISIONS DRAWN BY: ENG, =m 3264 U 814 SWEET 2221 CLAYTON LANE P.O. BOX 10, BERTHOUD, CO. 80513 CHECKED 81% 4-1 COLORADO BUILT scALE 1/8 = 1'-0"~Rl/4-1.-50"~ ELDON FLAN DIVISION 22 MEADOW CREEK DATE: ---- 09/24/2003 10:01:32 AM 30'-4" lit-,0â‚¬ -ill 11*10 001" lim M cRONT ELEVATION REAR ELE\Â«'ION 12 12 38- -42>~ 318F-~-Clu3- '1 FUT Fl F\/3TIoN FlfuT Fl. F\/:ATION 0 8-El=IES REVISIONS 284*_Â©Ii ENG. gu :32 64 3 814 **EI O L CHECKED BY EL=1 B~Â· 9/40-03 2221 CLAYTON LANE P.O. BOX 10, BERTWOUD, CO. 80313 - COLORADO BUILT SCALE: 1/8 = 11-011 OR 1/4 = 1' - 0" I!ILE: ELEVATIONS DIVISION 22 DATE: MEADOUJ CREEK 09/24/2003 10: 10:39 AM 11/2" PLYWOOD BEAM, MICROLAM, OR 2X NEADER Â»:Â¢91 1 Ll \\*%Â¤SS>' UNION WALL OPENINGS. 1 1 3 3 Â¥7 1 / / 1 / ..1- 1 / / A 11/2" X 12" X 30 GA. STRAP AT 4' o.c. 1////// Ed-p--rn Â· DOWN TO WALL STUD UJ/ 6 - 15 GA \/ / L.1-Ad-P / / 1 11 *-1-P / / / LAW-f-r\ STAPLES EACM END. 4-t-f?-f -1/ 166 NAIL-RAIL TO PLATE AT 16" o.c. 460=tra~_4-r-7-1 -1 T / /\A / /' Â«7071/ / // P\6\17-- CLOSE EXT e ENDWALLS UJIT+4 1/16" 065 OR RATED SIDING FASTENED 4" O/C. ENDWALL SNEATHING LAPS 210-245 L!56/60. FIBERGLASS (or EQUAL) SNINGLES ONTO END TRUSS. OVER UNDERLAYMENT DEL/MOPPED TO 24"PLUS INSIDE EAVE WALL. ROOF LL 60' OR GREATER, REQUIRES DBL / NOPPED OR ICE 4 WATERSNIELD MATERIAL 8'-6" INSIDE EAVE lUALL RIDGE FASTENERS 36" X 5" 8 32" O.C. 7 -1/16" 065 OR EQUAL SNEATNING 2*4 RAIL TOP 2X4 RAIL OR MICRO ON BOTTOM Â»i -NAIL PLATE TRUSS SEE SWEET 8 3.18 12 R-22 or INCREASED ~.~ | ~0~Â¤~~~~~~~x ~~~~~--_~.._ - SECURE TRUSS TO WALL UJITN "SIMPSON" A13, A44, k45, or INSULATION TO MEET ENERGr CODE.- -JN- EQUAL or USE (2) 9 X 2 1/2" SCREWS SEE SPECIFICATION PACKAGE (3) IMA X 11/2" STAPLES EACH END. --_ 1 1 1 SCREWS EACH END. "SIMPSON" ANCHORS MAT BE FASTENED WITH (3) 08 X I 1/4" ~<HE>-3 i I I 11 ]F i , 73<t64 .... 1 (1 13 n f I (] F} ~-] M .2., A n n F] 0 11 1 NON-BEARING INTERIOR UJALL . 2 X4 EAVE RAIL 1 1611 Â¥ 1 2X3 or 2X4 STUDS. MAX 2 1 SINGLE 2 X6 TOP F>LATE MIN. L- 1/2" OR 5/8" GYPSUM CEILING ED. 1 CONTINUOS ATTIC VENTILATION DBL 2*4 UNION UJALL SOFFIT VENTS < 1 1/211 GYPSUM BOARD F I FASTEN TOP 4 SIDES OF UNION I U = UJALL OPENINGS 4 ENDWALLS WITW I 08X34 SCREWS, 16" O.C. OR 160 1 2*6 STUDS 6 16"0.c. r NAILS 12" O.C. OR 1" LAGS AT TOP, i MIDDLE, $ BOTTOM EACH SIDE 1 FLOOR DECKING 5"xl4" ALUMINUM i 5EE SPECIFICATION PACKAGE I WEAT DUCT FLOOR JOIST 1 -WEAT REGISTER Â¤ FIBERGLASS BATT INSULATION SEE SWEET 6 1 2 X 6 = R-19 - (OPT) FLOOR INSULATION 1 2*4= R.11 , . 4- 1 111 11'j'j'1111/r)f-)01- 52'~Ll 'll'llj' lilli \ , -2 X 6 BOTTOM PLATE Nk:=::~~442.1.11~~ [1 I| 11.221.2> -1~Â«/S:::Â« 1 1 INSULATED EXTERIOR RIM JOIST / STEEL 1-BEAM TRANSPORT FRAME. NORMALLY REMOVED WMEN HOME ~ 1 FASTEN RIM JOISTS TOGETHER 15 SET ON FOUNDATION, SEE SWEET 4 L_CONTINUOUS BOTTOM BOARD TO PROTECT DURING SHIPPING. l,11/ 3/8" X 5" LAGS e 32" O.C. MAYBE LEFT INI PLACE. DEL RIM REQUIRES 1" LONG LAGS 3/8"- 32" O.C. 11 991/211 -1 13'-4",15'-4" 13'-4" 151-4" I . r 3'-3",26'-8",30'-8" ALL DESIGN DETAILS AND NOTES ARE SUGGESTIVE ONLY AND ARE SUBJECT TO THE JURIBDICTION OF STATE AND LOCAL CODES. BUILDING SECTION CHANGES MUST BE MADE ACCORDINGLY. CONTACT YOUR LOCAL BUILDING DEPT. FOR FROST LINE AND SOIL REQUIREMENTS. FOR vENTILATION REQUIREMENTS SEE STATE OR LOCAL CODES. CONFORMS TO 1991 UBC CODES MODIFICATIONS DRAUN BY: MODEL SWEET NO.: aw# SUMMOF Â©REST HOMES APPROVED er: - TYPICAL ~kqla; 2221 CLAYTON LANE P.O. BOX 10, BERTHOUD, CO. 80513 COLORADO BUILT SCALE: NOT TO SCALE TITLE DIVISION 22 DATE: BUILDING SECTION 09/24/2003 10:26:47 AM FOOTING SIZE TO BE DETEmlINED AS PER LOCAL SOIL CONDITIONS IUITH 2 4 REBARS TYPICAL AT PERIMETER 4 CENTER LATERAL BUILDING LOAD TO END WALL OF FOUNDATION 16 2000 POUNDS/FOOT E--- - OF NOUSE LENGTH. - 1 (12000 0 FOR 60' NOUSE) L__-_____ / PROVIDE 30" x 24" ACCESS TO CRAIL SPACE WITW / FOR CRAULSPACE FOUNDATION vENTS, SCREENED 4 CLOSEABLE INSULATED CLOSURE 4 LOCATED NEAR 4 CORNERB TO PROVIDE VENTILATION PER LOCAL CODES PASSAGE-WAY. SUPPORT MUST BE PROVIDED FOR POINT LOADS AT UNION UJALL OPENINGS OVER 4' WIDE: DOUBLE STUDS ( IN EACH MODULE ) - TOTAL LOAD 15 3200â€¢, THREE STUDS -48000, ETC AT 16000 PER STUD. CENTER SUPPORT WALL Â£-- - OPENING SWALL NOT BE LOCATED UNDER SUPPORT ~ZAb 5~ SÂ°Mf AS POSTS\}Ual WALL ABOVE. OPTIONAL WITH SUPPORT BEAMS - SEE FLOOR PLAN F PIER OR COLUMN FOR 12,000 POUNDS EXTENDED DOll,N FOR BASEMENT. WALL ON FOOTING 2*10 TOP PLATE -j r ~7 4 1111111'III 12 ~El /1 lili L____ OF HOME OPT. STAIRWAY OPENING L__J -7 IN FLOOR OF HOME FOR 4>~ 734" RISE/10" RUN STEPS ~ 1 (AS PER IRC CODES) ~ \5 SEE F.P. FOR LOCATION L UNIFOR1 LOAD TO FOUNDATION CIRCUIT FOR SMOKE DETECTOR 15 L - 1 1 1 1 d I100 PLF â€¢ 40 Py ROOF PROVIDED IN J-BOX ON MODULE ~ 2x4 WALL (OPT.) INSTALL SWITCH FOR STAI RWAY 2400 PLF G 90 PSF ROOF FLOOR FRAME. INSTALL INTER- d>k crks , 1 I 2000 PLF 0 60 19 CONNECTED SMOKE DETECTOR fix*- LFâ‚¬ LIGHT EXTENDING 14-3 FROM J-BOX IF BASEMENT. SEE FP/ELEC - IN FLOOR 4 INSTALLING LGIT ON J-BOX. SEE FP/ELEC FOR LOCATION FOR LOCATION. yx ~ MINIMUM 3' PIM. FOR LANDING 4 3 It A--4 Eâ€¢ 0 \ STAIR WIDTH. 6'-8" HEADROOM 6 0- L REQUIRED OVER NOSING OF STEPS 1.- 4 LANDING CONCRETE WALL WITH "TECO" SILL-Tr OR MINIMUM 2,<6 TREATED SILL ANCWORED TO SIMPSOLM MAS (OR EQUAL) AT 4' C.C. AND 1' Of 8.-1 34.- 3 Ak C.04,31 FROM CORNERS. OPT. 1/2" ANCHOR NABITABLE ROOMS OF BASEMENT MUST BE PROVIDED WITW LIGHT-VENT, BOLTS. DO NOT COUNTER-BORE SILL PLATE. , < tl ./p O AND EGRESS OPENINGS TO MEET LOCAL 1/ ~ CODES. < 7 - _ NOMINAL LENGTH = Dill. OF MODULE- SEE SPECIFIC MODEL Dlla ~ t Â¢*- H â‚¬-f 1 1 TrP. ANGLED CORVER I SEE FLOOR PLAN 1 ~ UNIFORM LOAD TO FOUNDATION LONGITUDINAL lUALLS: 35 v 900 PLF G 40 PSF FOUNDATION NOTES: , = / /4 ~ MODULE OVERNANGS 1250 PLF 0 90 PSF 1. CONCRETE FOOTING: 4 WALL 15 3000 PSI/28 DAY ,~~f' FOUNDATION SLIGHTLY 2. DESIGN 15 FOR STABLE SOILS OF 2000 PSF BEARING CAPACITY, 1/BiÂ»e . SOIL ANALYSIS AND DESIGN FOR OTHER SOIL CONDITIONS TO BE . PERFORMED Br A POMPETENT PROFESSIONAL. -----a + 3 3. THIS TYPICAL FOUNDATION, INCLUDING SILLS, CENTER UJALL, AND ~-JWL-04-- VERIFY W PLANT STAIRS BY SITE CONTRACTOR. 36 Ll -7\- 4. SEE MODEL FLOORPLAN, PLUMBING AND ELECTRICAL FOR DETAILS. 5. DOUBLE RIM JOISTS (TOTAL 4*2X10'6) MAY SPAN MAX 0'-0 FOR 40 PF ROOF LL, OR 5'-6" FOR 60 PSF ROOF LL, ALL DESIGN DETAILS AND NOTES ARE Sl.IGGESTIVE ONLY ANC) ARE 4'-9" FOR 90 PSF ROOF LL. SUBJECT TO THE JURISDICTION OF STATE AND LOCAL CODES. FÂ·-22 CNANGES MUST BE MADE ACCORDINGLY. CONTACT YOUR LOCAL 6. FOR TYPICAL BASEMENT FOUNDATION WALL 4 CENTER SUPPORT UJALL FORCM MODELB REQUIRE BUILDING DEPT. FOR FROSTLINE AND SOIL REQUIREMENTS. FOR DETAILS SEE DRAWING SWEET 5. VENTILATION REQUIREMENTS SEE STATE OR LOCAL CODES. ADDITIONAL FOUNDATION DESIGN RE# MODIFICATIONS DRALIN BY: MODEL TYPICAL w SWEEOF CRESÂ® HOEIES APPROVED BY 2221 CLAYTON LANE F.CP. BOX 10, BERTWOUD, CO. 80513 COLORADO BUILT SCALE: NOT TO SCALE TITLE DIVISION 22 FOUNDATION LAYOUT DATE: 09/24/2003 10:29:48 AM 3Zle hION NV-Ic! 310019 339 7 7 04Â· FLOOR JOISTS ARE END NAILER Â¢ 4 - n' - FORM RIM JOIST - NO MANGER OR BEARING G Â· REQUIRED 16[) TOENAIL TO 2*6 SILL PLATE A 160 TOENAIL TO 2><6 SILL PLATE ~ < 4,6 h' '- SEE CRAULSPACE DETAIL ~,2-' SEE CRAWLSPACE DETAIL~,00Â·~~. . C .0 .0/ C --4 -4~ 2xle -~ -1 GARDEN LEVEL DBL. 2><6 TOP PLATE 1 40~ 0 OR GREATER -N , 3 A36 STEEL BEAMS-CONT. OVER 2 SPANS OPT ION 1CLELL*111-m= u._ 9%4. 2x6 - 24" C.C. Wax 24 -MAX. 12'-6" BETUEEN COLUMNS FOR 40 PSF ROOF LL 9-lj=J 11- l!18 x 28 - MAX. 13'-0" BETUEEN COLUMNS FOR 60 PSF ROOF LL SIZE Er BUILDER --2><6 STUDS 6 16" O.C. BASEMENT 1 ~4.% FULL LENGTN lUALL SUPPORT lUALL Wa X 31 - MAX. 13'-0" BETWEEN COLUMNS FOR 90 PSF ROOF LL CENTERLINE SUPPORT- -n\\ WITH 1/2" GYP. BD ONE SIDE MIN. ~ lei) TOENAIL TO 2>* SILL PLATE EXT. LUALL Â· 90 PSF LL ROOF +1 SEE CRAWLSPACE DETAIL -.. SINGLE BOTTOM PLATE g REQUIRES 2*6 WW 8" CONCRETE WALL 4 REBAR -7 "STUD" OR BETTER 16" C.C. ALTERNATE ~~' ~ICRETE WALL 04 REBAR~< 0 HORIZONTAL â€¢ 24" O.C' < 47*bPTIONAL 12" x 6" 1- HORIZONTAL â€¢ 24" 0,C,, 1*~r*EaF 05 VERTICAL AT 90!. +1 0 - P =- BEAM 4 COLUMN 5 VERTICAL AT 18" O.C. I e: t' CENTERLINE SUPPORT * TWICKENED SLAB - I _-31 r Â¢ PIPE COLUMN WATERPROOFING AND WATERPROOFING AND ~ ~ * AT STAIRWELL lUALL DRAIN AS SITE REOURES- ~.9 r DRAIN AS SITE REQUIRES -1 < 1-_LI - a d -2 CONCRETE FOOTING 1, 1 3'-4" x 3'-4" x 10" DEEP \131- 1 0- Ely {6. 0 0 0 0 A-4 - 4 REBAR EACH WAY BASEMENT DETALS ALL DESIGN DETAILS AND NOTES ARE SUGOESTIVE ONLY AND ARE 1 ' SUBJECT TO TNE JURISDICTION OF STATE AND LOCAL CODES. CHANGES MUST BE MADE ACCORDINGLY. CONTACT roUR LOCAL BUILDING DEPT. FOR FROSTLINE AND SOIL REQUIREMENTS. FOR VENTILATION REQUIREMENTS SEE STATE OR LOCAL CODES. OPT'.FOR CRAWLSPACE ONLY STEEL I-BEAMS MAr BE LEFT INTACT IF NITCW 4 AXLE ASSEMBLIES ARE 16d NAIL MODULES TO REMOVED. SUPPORT AT 12' SILL 16" C.C. lUITN BLOCKING TO SUPPORT SNEATWING OR TRIM 1-BEAM WEIGHT NAILED TO SILL 4 1 CRAWLSPACE RIM JOIST TO RIM JOISTS ~ MODULE acl-16" C.C. E><=r, 1,UALL r ,SECURE WITH LAG SCREWS / 2X6 TREATED SIU 4 71 GRADE TO SLOPE AUJAr = I/--- il~-Â· 6" MIN. FROM FOUNDATION 2xe - 24" C.C. R-11 INSUL BRD REINFORCED SUPPORT lUALL TO 24" MIN. 8" CONCRETE BLOCK lUALL 6' MAX. WEIGHT FULL LENGTH WALL BELOW GRADE TO MAX. 4' NIGN, REINF (BRACE l,UITN Ix4 CENTERLINE SUPPORT . ~ CONCRETE TO MAX. AT MID-NEIGHT UNEN OVER 49 WATERPROOFING AND ./W MGN. 8" CONCRETE WALL 4 REBAR 16" x 8" CONCRETE FOOTING Â·Â· DRAIN AS SITE REQUIRES 'J HORIZONTAL e 24" O.C.,5 VERTICAL AT WITN 2 04 REBARS 6 MIL PE. VAPOR BARRIER . - - 18" O.C. AT PERIMETER 4 CENTER) -*4 --k 6 , LI~e'24[lum'%[[1#na-fi2tm MA-#~i*m# 6791 m#[numk- 74 EXT. FOOTINGS TO BE MIN. - l'IRIIFIII=IllEIIEIIBIIEIHEI)El,EllIBIEIIBIE!IlallaIE1TMTMi . 24" DEEP OR BELOW LOCAL FROST DEPTH AND ON UNDISTURBED SOIL CRAWLSPACE DETAILS CONFORMS TO 1991 UBC CODES MODIFICATIONS DRAWN BY: su[MIE][IF ORIEsÂ® HOE]Es 122%6 TYPICAL ~=f~ APPROVED BY: 2221 CLAYTON LANE P.O. BOX 10, BERTHOUD, CO. 80513 a#BASEMENT 4 CRAWL ~ COLORADO BUILT SCALE: NOT TO SCALE DIVISION 22 DATE: SPACE DETAILS 09/24/2003 10 31:55 AM NOTCH IN JOIST, WITHIN 3'-6" OF JOIBT END, TOP OR BOTTOM WOLES SNALL NOT BE WITHIN 2 INCHES OF TOP OR BOTTOM JON REPAIRS: OF JOIST, AND THE DIAMETER SNALL NOT EXCEED ONE TWIRD SPLIT or CNECKING: I/2" CD PLYWOOD OR 1/le OSE GLUED AND STAPLED ONE SIDE TO COVER SPLIT, HOLE, or NOTCW ~ 3'-0" MAX __f_ DO NOT NOTCH OF THE JOIST DEPTN EXCESSIVE: DOUBLE WITN 2*8 TO 16" EACH SIDE or TO RIM JOIST. k - 1 TI 1 2 1 r=Ed BOTH TOP 4 BOTTOM OF 2X10 DECKING REPAIRk FIT 5/8" OR 3/4" DECK PANEL TO OPENING AND: 4 + MOLES WITH (max) DIMENSION OF 8" - USE IX or 5/8" OR 3/4" DECKING BACKER GLUED AND STAPLED. 1-1 1/2"(MAX) DEEP, 12" MAX LONG; TYP. ~-IF END OF JOIST HOLES OVER 8" DIMENSION - USE 2X FLAT UNDER DECK, STAPLE TO FRAME UJITN ADD 2X BEAR'G (3) IMA STAPLES EACH END, AND FULL GLUE. E-WITH 2*6 SPF 02 DOUBLER ~WITII REINFORCEMENT 3 3/4" DEPTH GLUE 4 STAPLE 3"o.c. NIA 1 '41 ~ IF DECK SEAM, ADD 2*3 BLOCKS BETWEEN 2*4's. - - 2X4 SPF "STUD" 24"o.c. FOR 30" WIDE BAT 16" (max) 2)(10'3 MAX 3 3/4" DEEP_~ RIM X 16" LONG 1611 , 1 WIT;4 2>(6 SPF ('2 DOU@LER 16': UNSUPPORTED DECK: JOISTe iDECK ADD LEDGER (4) IMA X 2 1/2" STAPLES 3'-0" MAX TYP. BOTN ENDS GLUE 4 STAPLE 3"0.c.1 1 - - or TO RIM JOIST TYP. BOTH ENDS ~ SEAM ONE o-BOTN SIDES 46 NEEDED ~ ~ or 16"0.c. FOR UP TO 36 3/4" WIDE SAL END GRAIN, or (3) EACH ON TO RIM JOIST luk-NAILED, or BLOCK , 3'-0" MAX 2*4 LADDER | 1 1~1 UNDER WITN (3) EACH MAXIMUM NOLE SIZES: * ~ STAPLES. IN CENTER 1/3 OF JOIST = 1" ROUND UJITH 2" (MIN) EDGE DISTANCE LUIDTH OF SPACE ~ *#, 2*10 JOIST IN END 1/3 OF JOIST = 2 1/2" ROUND WITH 2" (MIN) EDGE DISTANCE LLEDGER AT SEAM FOR 1/2"(min) vLEDGER MAr Â« TYPICAL IN END la OF JOIST = 2 1/2" ROUND UJITH 2" (MIN) EDGE DISTANCE BEARING: 11/4 X I I/2, or 2*3, BE NOTCHED \ 2*10 DOUBLER IF NEEDED TO or IX2 GLUED 4 STAPLED. NOLES SMALL NOT BE WITHIN 2 INCNES OF TOP OR BOTTOM OF JOIST, AND TNE DIAMETER SHALL NOT EXCEED ONE TWIRD DETAIL "A" DETAIL 11511 MEET JOIST SPACING. OF THE JOIST DEPTH. HOLES GREATER THAN 2 INCN DIAMETER MULTIPLE JOISTS ARE FABTENED TOGETHER ARE PERMITTED ONLY IN THE END 30 INCHES OF JOIST. WITH 15 GA X 2 1/2" STAPLES 12" 0.C. TOP JOISTS 23"0.c.(max) LADDER BAT AND BOTTOM ALL DESIGN DETAILS AND NOTES ARE TrPICAL AND ARE 2 X 10 FLOOR JOISTS - HF('2 or ANY 1015 PSI flo REPETITIVE r-NOTE: FOR STAIR-WAY OPENINGS OVER 10'-0" SUBJECT TO THE JURSIDICTION OF STATE AND LOCAL CODES. AND E= 1.3 MOE OR EQUAL | AND UP TO 12'-8",USE TRIPLE WEADER AND CHANGES MUST BE MADE ACCORDINGLY. ~ TRIPLE JOISTS TO SUPPORT HEADER DOUBLE 2 X 10 RIM JOISTS - WF 19 1 2XB OR 2>* FLAT UNDER DECK TO WANGER MAr BE USED WITH 3rd HEADER 2*8 NF 02 MEMBER STAPLED WITN (13) IMA X 2 l/2 SPAPLES. SUPPORT FLOOR 4 PROVIDE 2><6 02 OR AS NOTED WEADROOM. 1 _DEL 2X10 WF or SFF 19 WITH DOUBLE 2 X 10 RIM JOISTS REQUIRE NAILING FIRST RIM TO (15) IMA X 2 1/2 STAPLES TWRU SIMPSON LU-26-2 JST NANGER 4'- 2" 3-FULL LENGTH JOISTS JOIST, TNEN GLUE 4 NAIL SECOND RIM, USING IMA X 2 1/2 STAPLES RIM JOIST TO JOIST or TOE- ~ (or EQUAL)EACH END. ' 8"o.c. IN A STAGGERED ROW, (10) EACH IN END 8" AT EACN BUTT NAIL TO RIM JOIST.-~ ~ 10'- 12-8"(max) AND .1 / , DOUBLE 2X10 RIM JOISTS WITH , PLUMBING BAYS 37" (maxi' IN ANY 4'-2" DISTANCE JOINT. 9'- 0"(min) BETUEEN \ PET'L "All DET'L "B" 20"0.c kmE x) SEPARATE BUTT JOINTS BY 24"(min) AND IMINIMUM 12'-0" _ DBL 2XI0's 1/ /j / --4 1 BETWEEN BUTT JOINTS IN SAME LAYER 98 X 31 1 [1 111 #2><10 JOISTS 16"ac, MAr BE TYPICAL cclug- 1/' /-_ WITW LEDGERS. / OFFSET 2" NOMINAL, or 3" STAIR-WAY JOIST END ON SPLICE BLOCKS = (10) IMA X 2 1/2 STAPLES = OPENING 98*36 1/2 = TOE-NAILED BOTH SIDES, or ONE SIDE TO 2ncl BLOCK. 4 TrPICAL Â«2><10 BLKS 4'0.c.(max) IN END 1 1 /- 1-- i g STAIR- BAYS. (3) IMA X 2 1/2" Q- LEDGERS AND BLOCKING = ANY GRADE AND SPIECE A WAY STAPLES EACH END. 1 1 OPENING. SIMPSON LU526 HANGERS ARE (OPT) FOR JOIST ENDS, NAIL WITW 11 - 2-- 2*10, 2*8, or 2><6 HEADER 2 32"(max), LENGTH-(12) IMA (4) EACH 10d or led BOX TO HEADER AND (2) EACW NAILS TO 4 JOIST. EQUIVALENT WANGERS MAY BE USED. X 2 1/2" STAPLES EACH END. O Xt JOISTS LESS TWAN 10' MAY DECKING 13 5/8" OR 3/4" OSB OR OTHER PANEL RATED FOR SPAN 4 FOR SUBFLOOR, FULLY GLUED WITH PVA ADNESVE AND - < 4 = BE 2*8, LESS TWAN 6' MAr 4~:%.- Â«p. //1 BE 2><6-(10) IMA X 2 1/2" STAPLED TO FRAMING WITH 16 GA X 1 3/4" 5 16" O.C. STAPLES EACH END. INSULATE THE EXTERIOR RIM JOIST AND END JOISTS WITH R- 11 COM) ANGLE I / \ 5/8" OR 3/4" APA RATED DEiL 2410 or 2-2><10's \EDGE OF DECKING MAYBE NOMINAL LENGTH FIBER-GLASS BATTS or EQUAL. r 2*10 RIM JOIST/ \ FLOOR DECK'G or EQUAL- WITHIN 1"oc. BLOCKED ~ SUPPORTED BY 2><6 FLAT SHOWN ON PLAN AT ANGLED CORNER \ FULL WEIGNT 4'ec. (FOR MAXIMUM WEADROOM). UJIRES 90 AND SMALLER RUN THRU BORED HOLES IN JOISTS or VERIFY DIMENSION ADJACENT TO (1 X ) "RUNNING BOARD". ~2*10 BLOCK WITHIN 10" OF END 2><6, or 2X10-16"0.c. - WITH PLAN. JOIST END AT ANGLED CORNER. (5) 13GA X 2 1/2 STAPLES BEE FLOOR PLAN FOR STAIRWAT LOCATION, NOMINAL FRAMING EACH END. FLOOR DESIGN CRITERIA = 40 PE LL + 10 PE DL. DIMENSIONS, AND SPECIAL FEATURES. OPENING lUIDTN MUST CONFORMS TO 1991 UBC CODES EXTEND TO 41" PROM EDGE OF FLOOR WHEN AT EXTERIOR UJALL. SUE][M]oF CREST UPDATED: 5-18-2001 RON SLATER ~ MODIFICATIONS DRAUN BY: MODEL TIPICAL APPROVED Br 2221 CLAYTON LANE P.O. BOX 10, BERTHOUD, CO. 80313 COLORADO BUILT SCALE: NOT TO SCALE â„¢ FLOOR STRUCTURE DIVISION 22 DATE: 09/24/2003 10:34: 19 AM 102-1 ---SINGLE TOP PLATE 2X6 MAY 2=-- BE SPLICED 6/ (2X ) BLOCK HEADER MAXIMUM CLEAR SPAN FOR ROOF LL:(INCHES) Jr -SNEATWING or PANEL SIDING - SAME EXCEPT DBL 2X6's CONFIGUATION - SEE DETAILS. 40 PSF 60 PSF 90 PSF - BLOCKS â€¢ 16"o.c. -DeL 2Xe FLAT, STAPLED W/ -(3) ARE GLUED 4 STAPLED A DSL FLAT 2><6 4 TP SPF 03 OR STUD 31" 21" 21 3><t . 15(34 X 2 1/2"-6"ec. DBL ROW - 6"0.C. DOUBLE ROW. B DBL FLAT 2><6 GLUED SP'2, NPI'2, DF-L('2 48" 41" 32" "FLAT" NEADER C 3-2>* UJUJ "STUD" 53" 45" 36" C 3-2><6 593 51Â©F 9 OR STUD 56" 48" 38" 1----TOP PLATE -BLOCKS 9 16"o.c. SPF 02 14" C 3-2><6 63" 50" C 3-2*6 WF#2 19" 68" 53" Â¥--3-2><6 WITH NON-STRUCT SPACERS E 3-2*8 SPF"2 98' 85" 61" "3=MEMBER" NEADER 3-2X8 NF#2, 105" 90" 12" 2-2XB WF02, 16" 65" 51" - -2-LAYERS In" PLYUJ'D, 1/le' 055 or I LATER 3/4" PLYWD F 2><6 "BOX" SPFS OR STUD 31" 14" 59" ~ :\i /2/ GROUP 1, GLUED ONE FACE TO (2X ), BUTT JOINTS F 2><6 "BOX" 14FÂ«'2 OR SPF 9 122" 105" 83" 4 1 f IN END 1/4 SPAN, GRAIN NORIZONTAL. F 2*6 "BOX" DFL 02, OR SP 02 134" 115" 9011 -3)-2*8-2 ROUUS 15GA X 2 1/2" STAPLES 8"ac. ~~~\FILLER TO SIZE OPEN'G (OPT) G 3-134X14 ML-2600Fb STOCK-Mk=1381< 121 122 108" G AS ((3) ABOVE BUT CONTINUOUS (AS IN RECESSED ENTRY) 161 143 113" --TOP 2><6 OF SPECIES/GRADE SPECIFIED ' 15(34 X 2 3/4" STAPLE TO EAC#4 2><6-6"ec. 6 *- 3-2>* PLUS NON-STRUCT FILLER or BLOCKS or VOID. ALL DESIGN DETAILS AND NOTES ARE TrPICAL AND ARE SUBJECT TO THE JURISDICTION OF STATE AND LOCAL CODES. -BOTTOM 2><6 - FASTEN SAME AS TOP CHANGES MUST BE MADE ACCORDINGLY. - "BOX" NEADER -- TOP PLATE - MAr BE OMITTED 2*4 TOP PLATE 6 EA 15 GA X 2 1/2" STAPLES ~00/ 4+--3 EACN 1 3/4" X 1 l/4" MICROLAM or EQUAL SPF 9 TYPICAL â€¢ SILLS, MEADERS i ENDWALL STUDS FULL NIEGHT -ILL. 2600 Fb LAM-STOCK, STAPLED 12"0.c " AND PLATES OF UNION WALL. < / 1 4-1 1 2X BLOCKING AT - SNEATWING/SIDING EDGE -(4) 15GA X 2 1/2" STAPLES TO | ~ JOINT. EACN STUD TOP 4 BOTTOM. 0 5Â« P /2><6 PLATE, BUTT JOINT SPLICED 333,WS#W / WITW (2><6) or HEADER MEMBER --FASTEN THRU STUD TO EACH HEADER <Z-J-1 1 1 (8) IM:A STAPLES EACH END/ IMA X 2 1/2"STAPLES. 6 9 4! 451 & = [I =4 /izazz=Z::En=Z=ZZI= 2 X 6's = 10 EACH END 7 Z; -1 3 4 -1 LU - 4 02 9 2 X 8's = 14 EACW END MAXIMUM OPENING WIDTH FOR ROOF LIVE LOADS &6 & W ELM E j 2 X 10's = 14 EACH END NUMBER OF STUDS 40 - 90 PSF INCL. 36=19" AT OPENING 10 - 4'-0" 1 LU O = [L ~ SINGLE FLAT HEADER SEE-~ NEADER, ALL 15 GA X 2 1/2" STAPLES 2.- 8'-0" -Ed-)190 TABLE ABOVE 8" O.C. ALL MULTIPLE 3. - 14'-0" 4 mm===9 OPENINGS OF STUDS. 4. - 18'-6" -' CE 11.1 24 9 2 4- ENDWALL. 3, *BEE&* "JACK" STUD's ARE REQ'D FOR 3. - 22'-0" 9 -- OPENINGS OVER 4'-0" 2*4 UNION lUALL STUDS FULL HEIGHT 6 24" o.c. JACK STUDS 95-9805 OR FOR 90 PSF ROOF e 16" O.C. OPTIONAL o-m .{La - FASTEN SILL WITH (9) EACW 5%0-39 0 1-1-0 0 6161 4 NO WEADERS REQUIRED (SEE ROOF STRUCT) 15(34 X 2 1/2" STAPLES. -2*6 BOTTOM PLATE UNI 1~ WAL L ENDEALL SIDEWALL r l. - 1 STUDS ARE FULL NEIGHT 16"o.c. 2 X 6 STUDS e leo.c 2 X 6 STUDS @ 16"o.c. NO HEADERS REQ'D (SEE ROOF STRUCT) UJITH 2*6 TOP PLATE OF 90" WALL WITH 2*6 TOP PLATE CONFORMS TO 1991 UBC CODES 6Â©%1%10Â® CREST HONES MODIFICATIONS DRAUJN BY: MODEL 2221 CLAYTON LANE P.O. BOX 10, BERTHOUD, CO. 80313 APPROVED an TYPICAL 7 COLORADO BUILT SCALE: TITLE DIVISION 22 DATE: WALL STRUCTURE = 2X6 09/24/2003 10:36:24 AM -' SPLICE DOUBLERS RIDGE BEAM SPAN (MAX. OPENING) IN UNION WALL FOR ROOF SNOW LOAD: AS REQUIRED FOR SPAN TRIM ODD -SPACED TRUSS UEB 3/4" IF IT LOCATES ON SPLICE. ~ 3/4" APA STRUCTURAL 1 ATWOOD 22" WIDE 13-4" MODULE WIDTH 15-2" MODULE WIDTH or (14 1/4" WIDE FOR leo.c.) X FULL WEIGHT (GRAIN SAME AS BEAM) SPLICE AT ALL CONFIGURATION SNOW LOAD 45 90 120 43 90 120 2X4 or 2><6 FULL WEIGHT 1 PLrllJOOD JOINTS - STAPLES AT 3"oc BOTN 2><6 SPF 02 41" 40" 32" 44" 31" 30" BEAR'G OVER UNION WAYS, AND FULLY GLUED. WALL- 2*8 HF 02 64" 55" 43"" 6011 52" 41" 2X SPLICE OF .TRUSSES . ~ 2>* BEAR'G BLOCK BEAM TO RAIL 2*10 NF 9 18" 6111 53" 13" 6311 4911 2X RAIL 16" 058 24/16 RATED 83" 11" 56" 11" 66" 52" 16" HIGH 3/4" PLYWOOD 131" 113" 89" 122" 105" 83" 16" WIGN 3/4" PLY lUOOD -2 LAYERS 186"' 160" 126" 113" 148" lie' PLTUJ'D JOINTS 3211 2 - LAYERS 3/4" PLrWOOD BEAM FULLr ,UNION WALL i - ' ' GLUED AND STAPLED 6" EACH WAr. 24" HIGH 3/411 FLYWOOD 191'' lesli 134" 183" 138" 124" R ' OPENING; (min) SEPARATION MIN BEAR'G: 3 1/2" \ 24" WIGN 3/4" PLYWOOD - 2 LAYERS 280" 240" 19011 26011 223" 116" FOR 12' SPANS, 5 1/2'1 112" 125" FOR LARGER SPANS.\ PLNLOOD RIDGE BEAM 11/2" X libl' MICROLAM LSL 16611 134" 138" 10411 TRUSSES BY UNIVERSAL FOREST PRODUCTS 1 1/2" X 16" MICROLAM LSL 224" I18" 148" 211" 166" 138" USE STAPLE LENGTH TO PROVIDE (1") PENETRATION ARE DESIGNED FOR SPECIFIC ROOF LOADS or MAXIMUM IUITHOUT PROJECTING OTHER SIDE. UP TO 60 PSF ROOF LL. SPACED AT 24" O.C. 11/2" X 24' MICROLAM LSL 331" 261" 218" 309" 243" 203" 65 PSF 4 HIGHER LOAD SPACED AT 16" MAXIMUM. LDF OF 1.1 D5 USED FOR SNOW LOADS LESS TWAN 65 PSF , RIDGE or CEILING RAILe RIDGE BEAM: FASTEN TO EACH TRUSS WITH 120 PS ROOF LOAD SPACED AT 12" MAXIMUM. ~/ MAr BE OMITTED AT BEAM. (20) IMA X 2 1/2" STAPLES, 90 PSF ROOF ALL DESIGN DETAILS AND NOTES ARE TYPICAL AND ARE ADD TRUSS TO REPLACE CUT or OMITTED ONE(s), ADD ~ LISE (20) STAPLES EACH, 120 PSF ROOF 131_ - USE (??) STAPLES EACH. SUBJECT TO THE JURISDICTION OF STATE AND LOCAL CODES. 2><6 Nfl'2 STRONG-BACK IN ATTIC 5PACE. CHANGES MUST BE MADE ACCORDINGLY. (6) 15GA X 2 1/2" STAPLES ( OR EQUAL)TO EACH CHORD, EXTEND TO 2nd TRUSS. - 1/16" 065 ROOF SNEATWING FASTENED WITH IÂ®GA STAPLES ' ~-------22--Â»<*25<YLIGNT (OPT)-14 X 14 ROOF VENT DUCT SPACE AT 12"o.c. FIELD, 6"o.c. END OF PANELS. HOMES OVER 16 LINED WITW PLYWOOD. 60'-0" LONG STAPLE END OF SWEATH'G PANELS AT 4"o.c. ~ - ~~ -FRAME SKYLIGHT WITH 2><6 TOP 4 BOTTOM AND INSULATED WITN R-19 FIBERGLASS BATT. 30 GA GALV. STEEL or OTHER BETWEEN TRUSSES, (4) 15GA X 2 1/2" STAPLES -FOR ELECTRICAL OUTLETS 4 FIXTURES EACH END 4 TO CUT TRUSS. LISTED DUCT MAY BE INSTALLED. 1/16" 065 or 1/2" PLYWOOD (min) 8" WIDE SUPPORTS [AIDGE BEAM OVER UNION ~~-vÂ£u___ i 2X4 BRACE ON CUT TRUSS - (4) 1564 X 2 1/2" ~ 3-2 1/2 " 13 GA STAPLES ( OR EQUAL ) OUTLET. USE 2><6 FOR SUPPORT OF CEILING FAN, ~WALL OPENINGS MAY BE PLYWOOD / STAPLES BRACE TO 2><6'5, 4 CHORD's TO BRACE. THRU 2*3 or 2X4 CEILING W/ (3) IMA X 2 1/2" STAPLES ( OR EQUAL) EACW END. or (2X OR MICROLAM) - SEE SPAN TABLE- 2><6 STRONG BACK 4 RIDGE RAILTO TRUSS LISTED BOXES MAY BE ATTACKiED TO TRUSS = ~ PER MFO SPEC. RIDGE BEAM: SKYLIGNT EXTEND TOP RAIL rRAKE F~AMING SAME AS ~-4 -1- - - 2*4 BLOCKS BETWEEN I><4's, FOR - / 2*3 "LADDER" BLOCKS BETWEEN (4) IBGA X 2 1/2" STAPLES ( OR EQAUL) 2><6 SPFIZ RIDGE WITN I>(2 LEDGER-~~ ~ ~ ENDe OF MAIN ROOF. 83 ~_ _ -/ 1*3'5 FOR UP TOI2" OVERNANG TOENAIL TO RIDGE~ {Â§* C==- UP TO 16" OVERNANG. 11 42 A OPT BLOCKS 24"0.c. 166AX 1 3/4" - _- 2X3 SPI: "STUD" RAFTER 16"ec. AND "TRUSS SUPPORTED 3'-1"o.c. (max), BY 2*4 2 9 SKYLITE -- STAPLES ( OR EQUAL) 3"0.c. THRU 922 12" (min) 60>~.7---.... go - LOWER EDGE OF (IX4) TO TRUSS. - VENT CUT-OUT/~~-<7>- '- --VERTICAL STRUTS (8) IMA *2 1/2 " 3 1-i- ~4~ C ALT, 1<C-22 or LARGER NAILS 6"0 c,) 9 W STAPLES EACW RAFTER TO STRUT. 95 -Â£ ' O <D C==--J O0 ~ 2X4 BLOCKS NAILED BETWEEN - USES PC)AMSEAL GYP61,11'1 ~~~--- STAPLE TO ROOF DECK 8"o.c. TRUSSES TOP 4 BOTTOM CAORDS - BOND 2000 ADNESIV~ ~ AT 3' o.c. L 0- - 2X4 SPF "STUD" STRUT UNDER 2><6 RIDGE AT X IX4 "PLATE" ON DECK AT 2X4 STRUTS, <[ 2- X ROOF SWEATWING- 4'-6"o.c. RAFTERS, 4 RIDGE. (2) IMA STAPLES F ~2X EAVE RAIL TRUSSES TO BEAR ON 2>* FLAT THAT SPANS (2) MAIN EACH JOINT. 4 LINE OF EXTERIOR OF IUALL I ANT TRUSSES MAY BE OFFSET 2" (max) TRUSSES. SWIM WITH (1 X ) TO ROOF DECK, ADD 2X LEDGER TOP 4 BOTTOM STRUTS TOENAIL (2) 15GA STAPLES TOP 4 BOTTOM. TTPUL _9@OF FRAMING CHORDS IF NEEDED FOR DECKING / GYP. BRD. OPT DORMER IS PRE=BUILT TRUSSES AT NOM. 16"ac. MAY BE OFFSET UP TO 4", AS LONG AS AND PL,ACED ON MAIN ROOF. ADJACENT TRUSSES DO NOT EXCEED 20" O.C. TRUSSES AT NOM. 24"0.c. MAY BE OFFSET UP TO 2", WITN LEDGER OF (2X ) STOCK TO FULLr SUPPORT SWEATWING CONFORMS TO 891 UBC CODES MODIFICATIONS MODEL 6Â©*121@7 CREST HOB]ES DRAUN an APPROVED BY: TYPICAL 2221 CLArTON LAINE P.O. BOX 10, BERTHOUD, CO. 80513 TITLE COLORADO BUILT MALE: NOT TO SCALE - DIVISION 22 ROOF BTRUCTURE DATE: 09/24/2003 12:30:02 PM ANGED T 66 0 STD. GFI l,UP,) 3 /41> FFE 1 11 1 1 1 1 1 - (Ill 1 1.13 401,1, HIP!!-2-__ 29'2'r=2-~~#94Â¢ 1,42Â¢(|p 4~ 41? 2 I DINING f D BREAKFAST- 1 % ICLO BEDROOM #5 BEDROOM #4 --------1 r--I------- 3 Â» 16 0 AREA te 1 -Y71 6-r 11 xIL\ KITCHEN 4 ' 712 \ \ 1 49% - \ 1 \\ 4 \ \ 2 REF'G; 4 / \ ~,4 4~4 6,6 ~= \~4 r 2 15 ~j ~ IF j De 41 1-1/ \Â»--4 163 1 ~ 9&50( 003* f ht 2 1 1 9 F 2 DR. ON. NEI \ I /5,0 DRY ' 6 1.LIASA Â·9 u#w!2 w8Prrd- OPT *F * / 04 1 -incs-- 1 1 1 _2 MASTER dlb220 SHELF 5(16 , ~-x A 6., 1 1 -1 /1 1 6 94\ 14, lk= 11 /9 9.-- 1 l- \ 1//01\\ 82 . / =Â© 1 BEDROOM XÂ« 43 / 570= BEDROOM #3 A BEDROOM #2 ~1 Â© ww j I \ \ I I \ \ LIVING*OM 1 ==Â©1 -1 111 \ /U it -, 11 1 1/5 J .7/// /2 6 *21 ../ 11 1:1 1 tl PRISÂ¢IATIC / \\ 0 1 1(tb I \ 1 1 1-1-1 1\\ 1 Ill 1 1 1 * WP -47 FFF OPT. GFI 1 1 11 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 111 1 1 1 1 lilli 11 11 lili lilli I 2 34 361 8910111213141516111819202122232425262128 29 30 31 32 33 34 35 36 31 38 39 40 41 42 43 44 45 46 41 48 49 REVISIONS ARFA Se %1%10Â® CREST [HOEES DRAUN BY: ENG. = 3264 6 814 SWEET A. _/1 2221 CLAYTON LANE PO. BOX 10, BERTHOUD, CO. 80513 CNECKED BY: ~ - ~ COLORADO BUILT SCALE: 1/8 = 1'-0" OR 1/4 = 1'-0" TITLE: DIVISION 22 DATE: ELEC-TRICAL Â°LAN MEADOW CREEK 09/24/2003 12:32:18 PM DISHWASWER PIPE RECOMMENDED TERMINATION POINT 12@ KITCMEN VENT Â®Ly-J+lillie@ @ @ -~ TUB ~ il 0 -- 1 - ~/><rs:~ Â®--fÂ»-te STOOL - Â© guÂ«-9 43[- ~~13) STOOL O @)-.12@ VENT Â® @ VENT WSUR 43 @@ 0 0 -- SNOWER CD x2 0 0 4 -VAN -/ 33 @ a.=HUÂ® 0 0 k k -9 @@ 03 0 0 VENT _|9 2" ST Â® Â® @ -@ @ 8 @ (T~ 1@f-@ 2" STÂ® Â® @ SNOWER 03 00@@ @ 0 U @ @@ - MAN ~ /-@ 2"ST @@ @ 0 9-1-1 @ li) TUE U 8 Â® - -@ rte / @@ 0 RECOMMENDED TERMINATION POINT @ @ STOOL n-, iMAN Â© @@ Â® @Â® e DRAIN LANIE LEGEND dec 1 1-1/2" PIPE 11 3" CLEANOUT PLUG 21 3" LONG; SWEEP 1/4 BEND 31 3" L.T.T.Y. 41 3">< 3">< 3" Del. 1/4 BEND 2 2" PIPE 12 3" CLOSET FLANGE 22 1-1/2" SAN. TEE 32 2">< 1-1/2">< 1-1/2" L.T.T.T. 42 4"X 3" CLOSET BEND 3 3" PIPE 13 1-1/2" AIR ADMITTANCE VAVLE 23 2">< 1 - 1/2">< 1 - 1/2" SAN. TEE 33 2"X 2"X 1-1/2" L.T.T.T. 43 3"X 2" FLUSN REDUCER BUSNING 4 1-1/2" CONTINOUS WASTE 14 3" SAN. TEE 24 2"X 2"X 1-1/2 SAN. TEE 34 2"X 1 -1/2">< 2" L.T.T.Y. 44 3"X 1-1/2" FLU614 REDUCER BUSWING 5 1-1/2" P-TRAP 15 1-1/2" lUTE w/ FITTING C. O. ADP. 25 3"X 3"X 1-1/2" SAN. TEE 35 3"X 3"X 1- 1/2 L.T.T.T. 45 2"X 1-1/2" FLUSN REDUCER BUSNING 6 2" P-TRAP 16 1-1/2" 1/4 BEND 26 3"X 3"X 2" SAN. TEE 36 3">< 3">< 2" L.T.T.Y 46 3"x3"><3"><3" DWV DOUBLE T 1 3"*3"*2'5<2" DOUBLET 11 2" 1/4 BEND 21 3"X 3">< 2">< I-I/2" DEL SAN. T 31 1-I/2" 1/8 BEND 41 2"*2"*2"><2" DUJV DOUBLE T 8 3 CAP w/ CNAIN 18 3" 1/4 BEND 28 3">< 3"X 2">< 2 DEL. SAN. T. 38 2" 1/8 BEND 9 1- 1/2" CLEANOUT PLUG 19 1-1/2" LONG SWEEP 1/4 BEND 29 1-1/2" L.T.TY. 39 3" 1/8 BEND 10 2" CLEANOUT PLUG 20 2" LONG SWEEP 1/4 BEND 30 2" L.T.T.T. 40 3"X 3"X 1-1/2"SAN.TEE w/2"5. INLET UBC APPROVED AIR ADMITTANCE YALVES CAN BE OPTIONED INTO TNIS PLAN - GUEEIDEr CREST HOMES REVISIONS DRAWN BY: ENG. =L 3264 0 814 SWEET CHECKED Br: 21 CLAYTON LANE P.O. BOX 10, BERTHOUD, CO. 80513 COLORADO BUILT SCALE: 1/8 = 1'-0" OR 1/4 = 1'-0" TITLE: - PLUMBING PLAN DIVISION 22 DATE: MEADOW CREEK 09/24/2003 12:33:56 PM O dÂ® OPT. ICEMAKER REFRIG KITCNEN SINK OPT. U W U 8 8 D16Nll.16#R D q H.5. // --- UJ/N ll.IC. LAv TUE 41 7 A V g d A W.C. WASNER 0 - 7 W LAv 8 a a --- SNOWER ,~~===D<-2></ TUE 8 1- 9 n v 4 6 8 8 / 3- LAy A a CROSS-OVER - W.C. (SITE-CONNECTED) CROSS-OVER OPT. LAv N.B. N~EEN LEGEND F 1 20,2 INLETS TO BE CONNEC ,Cgi _, rt . KED POLTETNTLENE W/ INSERT FITTINGS WATER REITER AND WATER SER PER FITTINGS ASTM D--308 -E ET OTHERS MATERIAL SHALL BE AS PERIMITTED BY STATE AND/OR LOCAL COOEE PIPE SIZING BASED ON PRESSURE RANGE OF 46 TO 60 Pel. NIPPLES MAX. ALLOWABLE LENGTW OF 00 FT. INLET TO BE CONNECTED TO FULLWAY VALVE ON DISCHARGE SIDE OF WATER METER AT JOB SITF C". OTHERS. NOTE: 3411 DRAIN PIPE FROM T. 4 P. RELIEF .OLD WATER PIPING NON-FREEZE NOSE BBB VALVE SNALL TERMINATE WITHIN 6" ABOVE FLOOR AND TURNED DOUJN INTO TNE APPROVED -)T UJATER PIF!'1- 1/3 11 + Pi PIE POINT OF DISCHARGE OR TERMINATE PER UPC SEC. 1001. /TURE SUPPL 4" Â¢ PIPE NOTE: lUATER WEATER MUST BE EQUIPPED UJITN A DRIP PAN OR FLOOR DRAIN " FULLILIAh' | 9 SUJ[M][M]OF Â©Â®EST [H]Â©[MJES REVISIONS DRAUN BY: ENG. .EE-Ii = 3264 U bIZ CRECKED BY: 2221 CLAYTON LANE P.O. BOX 10, BERTHOUD, CO. 80513 COLORADO BUILT SCALE: 1/8 = 1'-0" OR 1/4 = 1'-0'1 TITLE: - WATER LINE PLAN DIVISION 22 DATE: MEADOW CREEK 09/24/2003 12:36:04 PM D<1 i 91 1 D4 FLOOR PLAN NOTES: CIRCUIT INFORMATION 1. DESIGN COMPLIES WITN 1991 U.B.C. 1991 UMC, 1991 UPC AND 1989 NEC. 2. DESIGN LOADS: ROOF LIVE LOAD = 30 PSE DEAD LOAD = 15 PSF (OPT. ROOF L.L. = 60 OR 90 PSF) CIRCUIT NO. TYPE AMPS COPPER LUIRE SIZE FLOOR LIVE LOAD = 40 PSF UJIND PRESSURE = 25 PSF (BASIC WIND e 15 FT. HEIGHT: 90 PIF'N. e EXPOSURE C, OR 110 IMPN @ EXPOSURE B) 1 GENERAL 15 14/2 W/GROUND 3. OCCUPANCY = R3, CONSTRUCTION = TYPE 5-N, BEISMIC ZONE 3. BM. APPL. 20 12/2 Ill/GROUND 2 4. PLAN MAY BE BUILT REVERSED. 5. UJINDOll)6 AND/OR DOORS MAr BE RELOCATED WITHIN A ROOM. 3 GENERAL 15 14/2 W/GROUND 6.2*4 EXTERIOR lUALL FRAMING 16 STANDARD (NOM. 4" TNICK).2xe EXTERIOR WALL FRAMING IS OPTIONAL (NOM. 6" THICK). SIDING AND/OR SHEATHING NOT INCLUDED IN EXTERIOR ll)ALL THICKNESS. MIN. WALL WEIGHT IS 1'-6". 4 SM. APPL. 20 12/2 Ill/GROUND 1 MARRIAGE WALLS ARE 4" TNICK.â€¢ ALL OTHER INTERIOR WALLS ARE 341' TNICI< â€¢UNLESS NOTED OTNERWISE. (* NOMINAL) 8. RANGE NOOD 15 100 CFM AND 15 EXNAUSTED TO EXTERIOR. 15 WASWER 20 12/2 W/GROUND 9. BATHROOM VENT FANS ARE DUCTED TO EXTERIOR 10. GAS RANGE 15 STANDARD (ELECTRICAL RANGE 15 OPTIONAL). GENERAL 15 14/2 W/GROUND 11. GAS SEALED COMBUSTION, FORCED AIR FURNACE IS STD. (ELECTRIC, FORCED AIR FURNACE IS OPTIONAL) 1 GENERAL 14/2 W/GROUND 15 12. 30 GAL. GAS WATER WEATER IS STANDARD (40 GAL. GAS OR 30 GAL. OR 50 GAL. 240 VOLT ELECTRIC WATER NEATERS ARE OPTIONAL) - EITHER DIRECT VENT OR STD. RESIDENTIAL. 8 OPT. D.W. 15 14/2 W/GROUND ELECTRICAL LEGEND 9 oPT. G.D. 15 14/2 W/GROUND 1 11 GENERAL RECEPTICLE - LL) THERMOSTAT GF.1. DENOTES GEC.1. lup DENOTES 11 GENERAL 15 14/2W/GROUND U) 110 VOLT - 15 AMP PROTECTED WEATNERPROOF GROUND FAULT INTRPT. + m~( FLUORESCENT LIGHT 12 BATHROOM 20 12/2 6/GROUND r-1 SMOKE DETECTOR -<~>- CEILING LIGHT RECEP. 110 VOLT-15 AMP u R DENOTES RECESSED 13 GENERAL 13 14/2 W/GROUND ([b SMALL APPLIANCE RECEP. 110 VOLT-20 AMP ~ MAIN PANEL -â‚¬2- WALL LIGHT /4 SINGLE POLE SWITCH 9 3 DENOTES 3 WAr 14 SM. APPL. 20 12/2 UJ/GROUND 4 220 VOLT RECEPT. --~_ CEILING VENT FAN * SPEC. PURPOSE 1 TE -f )- TOTALLY ENCLOSED WITN LIGHT E CONNECTION 15 SMOKE ALAIM 15 14/2 W/GROUND T FIXTURE SMALL APPL. RECEPT. ~ 120 VOLT - 20 AMP. 16 GENERAL 15 14/2W/GROUND GF.1. PROTECTED 1 SMOKE DETECTORS ARE INTERCONNECTED. FOR MODEL W/ BASEMENT, A 0 14/2 WIRE B RUN FROM UPSTAIRS 11 SM. APPL. 20 12/2 W/GROUND SMOKE DETECTOR TO UNDER-FLOOR JUNCTION BOX (ON SITE CONNECTION TO BASEMENT SMOKE DETECTOR). SMOKE DETECTOR MUST NAVE BATTERY BACK-UP 18 GENERAL 13 14/2 W/GROUND 2. ELECTRICAL: 100 AMP MAIN 4 SERVICE 16 STD. (AN ELECTRICAL LOAD CALCULATION SNALL BE PERFORMED TO DETERMINE IF OPTIONAL 200 AMP MAIN 4 SERVICE le REQ'Dl Ul HEATER 20 12/3 W/GROUND 3. OPT. 220V WN. AND ELECTRICAL FURNANCE TO BE LUIRED PER MFG. SPECS 4. MIN. WIRE SIZE TO BE ' 12 AWG. WHEN REQ'D Br STATE / LOCAL CODE. 220 DRYER 30 10/3 W/GROUND 5. ARC FAULT PROTECTION 15 REQUIRED FOR CIRCUITS SUPPLYING VOLT OPT. RECEPTACLES IN BEDROOMS APPL. RANGE 40 8/3 UJ/GROUND REVISIONS me SUM]EIf OREÂ©lf [HOE][28 BRAUN BY: ENG. * 3264 0 814 SWEET: CHECKED Br: 4=3 A /4 2221 CLATTON LANE P.O. BOX 10, BERTHOUD, CO. 80513 DIVISION 22 - - MISC. DETAILS COLORADO BUILT SCALE: 1/8 = 1'-0" OR 1/4 = 1'.0'1 TITLE: DATE: MEADOW CREEK 09/24/2003 12:38:19 PM ROOF TRUSS AT EAVE: 16D NAIL EACW TRUSS TO PLATE AND 11/2" X 10 X 30 GA STRAP WITH 6 - 15 GA X 11/2" STAPLES TO TRUSS AND TO WALL STUD, OR 2 EACH _-0-F 16D OR 15 GA X 2 1/2" STAPLE CEILING 9 X 35 SCREWS EITHER PLATE TO TRUSS OR TRUSS TO RAIL TOENAIL TO TOP PLATE 16" O.C. PLATE, MAr BE ANGLED 30 DEGREES TO VERTICAL. ROOF 30 GA 11/2" X 10" STRAP WITH 6 -16 GA X 11/2" A "SIMPSON" #5 OR EQUAL TRUSS CLIP MAr BE USED, ASSEMBLY STAPLES EACI-1 END. SECURING WITH SPECIFIED NAILS OR 3 - 08 X 1.5 SCREWS __~-0kCL-~--~~--lf TO TRUSS AND TO TOP PLATE. lÂ» Roof STRUCTURE ~ U L.X~ SNEATWING EXTENDS ONTO ROOF FRAMING EXTERIOR lUALLS AT CORNERS - AT OPENNG 30 GA 11/2" X 10" STRAP ~/ 16[) OR 15 GA X 2 3/4" STAPLES EACH STUD TO FLOOR AND ROOF 12" O.C. FRAMING WITH 6-16 GA X 11/2" STAPLES - EDGES AND END JOINTS ON STUD OR BLOCKING EACH END 1/le" 02 SNEATHING OR PANEL SIDING FASTENED 8" O.C. TO ALL END WALL - FRAMING, LAP 2" ONTO FLOOR FRAMING. BLOCK EDGES. 1/le" OSB OR PANEL BDING FASTENED AT INTERIOR WALL TO FLOOR AND TO - 1 - Q OC. ALL EDGES. ADJACENT WALL - 16[) OR 15 GA X 2 1/2" UNION WALL ~~ ~ STAPLE 12" O.C., OR 08 X 3" SCREWS AT 16" O.C. 16[) AT 16" O.C. OR 15 GA X 2 1/2" STAPLE 8" O.C. . FLOOR STRUCTURE 1- / 160 NAIL 16" O.C OR 13 GA X 21/2" - F 14 f STAPLE 8" O.C. PLATE TO RIM JOIST. -- SNEATWING EXTENDS 2" MIN ONTO FLOOR FRAMING 16D NAILS OR 15 GA X 2 1/2" STAPLE 16" O.C. PLUS 30 GA 11/2" X 10 STRAP UJITN 6 - 16 GA STAPLES EACN END. LATERAL SECTION END WALL MODIFICATIONS MODEL SNEET NO. 8Â©21[EF Â©REST HO[EIS APPROVED BY: TYPICAL ~ DRAUN BY: ~ 2221 CLAYTON LANE F.O. BOX 10, BERTHOUD, CO. 80313 V-32-4 COLORADO BUILT SCALE: NOT TO SCALE TITLE DIVISION 22 DATE: MODULE ASSEMBLY / 09/24/2003 12:42:00 PM L.