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Home My WebLink AboutARCHIVE 734 BIRDIE LN Building Records Prior to Community Core 2018Entry ID: 104862 Name: ARCHIVE 734 BIRDIE LN Building Records Prior to Community Core 2018 Path: \Property Files\Larimer County Properties\Subdivision\MOUNTAIN GOLF VILLAS OF ESTES PARK CONDOS\734 BIRDIE LN\Building 104862 4 484,1 TOWN OF ESTES PARK .F/3. 3.9 , BUILDING DEPARTMENT ,@12'-2 fI W -;SErriten H 4,219\ J.Z...Â®3*..4,97 Es#-37 *i Lt)~7./4Â«2*(,i Y, ty. -1'-gÂ·: , 11511-3:Sj -3 -tz.- -42=: r _ Estes Park, Colorado 80517 ..TO - 1645 NO. CERTIFICATE OF OCCUPANCY This is to certify that the SINGLE FAMILY DETACRED DWELLING 1.!,WNERÂ· ERECTED ON Lot No. 13 Block No. Addition Street ,-i..diÂ· L. u. Mailing Address 8690 Wolfe Ct. Sl.1 i r â€¢-Â· .. 01-t {,V~- r. r..lrii (:l) 80030 Architect Paul Saundere Contractor T, Â·Â· ba k . t. 1 0 Building Permit No. 5638 Zoning D-> Occ. Gr. 2 has been inspected and the following occupancy thereof is hereby authorized: Maximum Allowable Floor Loads, Lbs. Occupancies Per Sq. Ft. Basement 1st Floor 2nd Floor Roof 4 8 i L 4. 1, .larn. rv 31. 1996 Date <22Â« '-'~ 44 let- Building Inspector P. O. Box 1200 Telephone (303) 586-5331 9 ~ ~Br 7. -14â€ž, 4 -f. TOWN OF ESTES PARK 4 711 tâ€¢ 1 Building Department ~ r Not 5638 . 0/ -3 'Â¥ 7. 'AK BUILDING PERMIT Date 3 - 1 4 - 95- BUILDING ADDRESS 731) B) p-to F LAA) E Legdoes- LA 10 11*- ) rE, 81 96.t 76,47 )91.461*TA+ ) 6 0) tt ) CE 7;82), D D 65 1 F 0 1128-5 Valuation Building Permit & Plan Review j D 71, 13> NAME /Â¥)4py. 2Â»,â€ž*4-7-990, d.40*,i_<91% *UAS ower 353 P D MAILING ADDRESS 41 12 WPLÂ«-drg>f )719 -2.,pp, Agnn)AB= Certificate of Occupancy PHONE NUMBER 3 06)441- Fs*9 CP<ADDED - Total * 45 94, Ze NAME -4 -9 u g ,4- R L gy ADDRESS )94(11 W 2--R.* S, L as> A) Am WE 2.Â·D 75 DE 04 PHONE NUMBER c-3 D-hj r) 9 6 -IYZ [3 D Eys In TOWN LICENSE NO. 27 / 4Â£2 C NAMEO~TE-k) 09/221-- ,2-1-)=32/J-72) / Arch/Designer/Engine,9*1041 E CRAÂ·bly,TE72<38&A 0 N T ADDRESSZD-ZP) Name -PE.5- R. Address 792 BA 2 222, E-7- TOWN LICENSE NO. ADD PC NAME 4 41â‚¬65 0,0 7 4 )+ Phone Number 5% 4 - 4 3-59 LO ZONING INFORMATION U N M T ADDRESS B :ED<TZ*j /lE LA]An,Gerâ‚¬ Dal Zoning District RAn BUREAU OF THE CENSUS ITEM # ID) 9. R TOWN LICENSE NO. 777 Front Yard Setback Type of Construction I FR, 11 FR, Il 1-Hr., #*DEPW AmE- Side Yard Setback 9 Ng ill 1-Hr., 111 N, IV HT, V 1-Hr., e 7=LE)9_ Occupancy Group A, 8, E, F, H, 1, M, / R, / S, U Rear Yard Setback 291 772 -A-AA) Divt*16n 1, 2, 2.1, ~) 4, 5, 4 7 - FLOOD PLAIN CHECK CLASS OF WORK Approved 2 Disapproved New Demolish Comments Flood Zone: Alteration Repair Addition Remove C- A A By ~05<7<- j Date,Â© -)5-95- Use ot Building -5, RE>LE FA/f).- joEl- I hereby acknowledge that I have read this application and state thaa Floor Area 2076 Basement ist~/~53~~ 2r1d Garage~,4~Â£~~ the above is correct and agree to comply with all Town Ordinances ana State Laws, regulating building construction and zoning Size of Building 37 X 69 Height / 6 f Maximum Occupancy Number of Families Permittee ~TO . ~ 04-i ~,LL Af Number of Baths y 44 2.Ful~ Size of Lots By /1<2:~~ Number of Buildings Number of Floors / No. Bedroom,Ll Now on Lot - c:ZI~~* 47- 7.- Building Inspector Use of Buildings Now on Lot â‚¬ d. 2- r79/77 - -72) 1777 BY The Building Department will make every effort to prevent errors in Certificate of Occupancy Number /G 45 1 - 31- 9* your application and permit, but cannot be responsible for your failure to comply with all Building, Zoning and other applicable codes. ~ I '*FAM~*~~'**~44 p m r- m :omor-cm mmzâ‚¬o 7*,0 pr a= 5*K 1.. $ af A tr 0--on - NOÂ¥':F EAT (:AL(:b INDEX 1- Al 1 INDEX,SITE PLAN, C A-C- 4 3 1 ..I.-- I ----l C-- I NOTICE OF INTENT: These blueprinted' drawings take precidince HOURLY HEAT LOSS over any other instructions,and the Building Dept. stamped DESIGN TEMPERATURE DIFFERENCE - - Approved Set shall become the Construction Sit and maintained P. An C.-thion, Oth- Than th. Follo...4 . 70â€¢F - 63 0 ) I, - AT-, 1 100 â€¢F at the construction site. The data on the drawings take pre- To. born Form 1. - I A2 1 MAIN FL-Â£90;K.*LAN F nedence over individual notes or dimensions. Written dimen- ,-,mul.ted F- 0- v.need Unhe,â€¢d S..... - - . A ,Lia.1 +2.. - AT.: 2 50 4 -- AS | ROOF PLAN lions take precedence over acaled dimensions. (General Notes A.4 P-IKONT ~ ITEAK, EL--El / 7-1 i - 4 ' not applicable to this project should be dlsregarded). For Unin..1-d Floof O- Vâ€¢nied Unhemed Spece ..... Line 2- 5*F ... ,&7-3 3 95 oF In the event of any dispute as to project requirements, error COPÂ®UCTIVE HEAT LOSS A 5 SIDE Â£ LEVA-1- 1 ON U from /O/m ...m,â€ž, AT,*, - in the work, or failure to satisfy any contract of which the 1. - 4 nom Facto ".m "Om drawing set 18 included, both parties agree to arbitration D..cd/101 01 A.-mDI, L..... R T...1 T... 34 ..0- AG -WINDÂ©vi Â¢.ID<5O1K,SCil lOU LE by a third party mutually acceptable. I. 1.00 N ./uth, m N I - SURVEYS AND INVESTIGATIONS: The Contractor or Builder .hall W.. . I N - verify all grades, dimensions, set backs, sid,yard met backs iS| FOUNDATION| 4 F-1-KST- F-L '3{< F-R/ 1Â·11 7Â·44-= FLAN I . . m . and easements at the job site before starting work. Whon . _1 -- N. m I - deemed necessary by the Designer, Engineer or Builder, soila 52 -TiOOF FKAMING PLAN 1,11 2 I N m and geological tests, dimensional, topographic surve,0 and ~ C/&*Re.1 m .â€¢Â·. - underground utilities location or design shall be made by a Licensed person and plid for by the owner before start of the -- ' " ' - - 0 0 P.- f . I - drawings or construction. If not so done, the owner shall in- 1 N I - -- -- ./I a I demnify and hold blameless the Designer or Engineer from any and all liability for damage arising from failures. settle- m.- 1 m = - I m N .-' -- ments, faults, deteriorations, surface or subsurface encroach ments of water of land or sea, or any other conditions which u * 11 5, Y'I could have been averted by design.based upon the information Sublot,1 4 .../hi MOUNTAIN GOLF VILLAS OF ESTES P '1< , 4 the above services could have provided. -, 1~6 ill PERMITS: The Contractor or Builder shall obtain and pay for 4 INFLITRATION 0.- 0 on Linâ€¢ 5 11,4. i.........,il.tiont . all permits necessary for the work, including Plan-Check fee . 4 h; 43 of- 5 .~ 04 - - - except that each Subcontractor shall obtain and pal for thâ€¢ ' . W.,Int.. 11'.mT...3-7 : ATÂ¥, "am - ..-I-- . -7-;:2> -1 0. A-'.â€ž . .101.1 \ A...Fr...W.....--.-- .39.,4/- 0 01 permit coveting his work. If additions or corrections ari - -./-00,0 L Colilal HIQI,t *" 9 r required by these applications, the Disigner or Engineer is VENTILATIONâ€¢ IEnt= 0 on Linâ€¢ 6 W therâ€¢ a no poirt,v. ventit.ion, \f, M.* J (10 ':7.-2>49 i> ##P , 0 6%1 to be notified and additions or corrections shall be made aâ€¢ h 3/m- m 'Falm - ........:......6 - ,--~. r== ee req#ired under their fee. . ATw /,orn Linâ€¢ 1 /j Â¢34 29 Subto,a~ 7 Stu/~. 1<1 -4 kÂ·~-/1 INSURANCE: The owner or Contractor shall carry any public liability insurance necessary for the protection of thâ€¢ pro- 1 DUCT HEAT LOSS (Ent. 0 on Line 0 11 the,i i,i noducts} r ... c I I *201 ject and provide Workman'a Coapensation insurance aa required # < 42) C.:5 1 Linâ€¢ 7 - B /4 ; .-t ...42,4 Â®41 - t b, law. The owner shall carry adequate fire insurance and 0>Jr-53 0~1 Builder' s Risk during construction and be responsible for all TOTAL Iline 74, 0~ 9 18'u. damage due to vandalism until notice of completion . Â· 4 1! ali i i~~MI~r~~ 1 ~~pti~;it:no~~t~:tt:1::e~ihi~h~til::,ir:i~N 4 ANNUAL HEAT LOSS ~ 4#246%&%,A/re.Â·. ....Ii .. =11= O. are provided. The owner or Contractor may call upon the 7970 oFâ€¢div/vi m. Bly/h, n ~4~X> 1 24 hild.v â€¢Reâ€¢ U 11.@11-14:Â¥Â¥T-1 11 T[1 11*6 U= OLu 20 Designer for interpretation of the drawings. t b40619 HUI LOu . C hom ilâ€ž-4 , Ok 10 .1.,w 1=.11 =.11 :4 1-2. 1. U.,=. 9.I : li 1 1 Jin ri * i . leo .F . @r. li00-4Â®~~~~ ~--cL,- ?at 14 ]1# GENERAL NOTES 6.1- 1 Â· . ---- --.....,0 . 1. Drawings: Do not scale-use written dimensions. The set of drawings ' -'' --W.. - - ]100 ' stamped approved by the building department shall be the construction 1 drawings and shall be maintained at the construction mite. SITE 'PLAN j~ 1----W 2. Permits: The contractor shall obtain all permits required and each i subcontractor shall obtain and pay for the permit covering his work. S 80*57 -46-E - .-1 /4 r ,-, co 3. Codes: All materials and workmanship shall conform to the latest edition ~, ~ 0 TNPICAL BULDÂ®â€¢G C 1.2.T uni form building code (I.C. B.O.) and all requirements of regulatory agencies -ZA ,-me - P*OPOSED Bu ~4 C - having authority over any portion of the work. COMMUNITY DRIVE 08% f 0 10 4. Utility Services: The contractor shall determine the location of utility i â‚¬ 3 services in the area to be excavated prior to co-encement of excavation. 0 -6 8 22â€ž 5. Detached Structures: Design and construction of retaining walls, screeno, - --7- - Â®W 7 0;E 6 0 0 , swimming pools, spas, etc., shall be under separate permit. , ---- ---1- 641# . %-- I ,/1/2 6. Grading: All surface water shall drain away from building and to street. r / â‚¬\Â»2> ' 1 --. _ A~ (3 1 , t r -4 â„¢23-- 1 , 2. /1-4 % - 1-'J : . â€¢W r-rk . 1 111 1 / ,-1 ~ : If 'A / / ,/ g $ / ' , / ,~ 0 7. Structural Integrity: No pipes, ducts, sleeves, chases, etc. shall be placed , , . Â¥ 1 4 in slabs, beams or walls unless shown or noted on the drawings. i i @/ , , , k / . u (93; i '' 1 11 ; . - 8. One-hour Fire Resistive Construction: To be provided at walls and ceilings 1 < , < Â£ 4 7 1 1 .. 1 th f q I Â¥ : 9 j *' / S r' * , of Garage (M-1 occupancy) where abutting Residence (R-1-occupancy). , / I , t Door(s) connecting occupancies to be one-hour fire resistive and fitted with + % \/ / 4 - 4 , . , 01 i a self closer. The walls and soffits of enclosed, usable space under interior , - .-. -; - 009 , - 9- stairs shall be protected, on the enclosed side, with 5/8" Type "X" gypsum ' , f 00 . 1 - 1 < i i board, fire taped. ; < . i , 2 / i ,; Â· I.(0 1 11 ; i, / / 1 / I / I / / I 9 0 00 9. Fire Stops: Shall be installed at the following locations: li ,\ // 46 - 1 : @ 2 /, : I 1 ' f \ '44 9.1 Inconcealed spaces of studwalls and partitions, furred spacesat , \ 'a r Â®t Â®r &20 I , ,- 2 %, 0 . /1 ceilingsand floorsandat 10 foot intervals along the length of the > \ , /.... 2 2 , wall. ./ , I I 2 F 11 i - ,\, 1 1 4 f -/ 7 41 / - 33 , -2 - 1 12Â© 1 - i 1 - , - 4 1~ 1 -/ 9.2 At all interconnections between concealed, vertical and horizontal , - FI - spaces such as soffits, dropped and coved ceilings. ./ / 141 1 7 1 - 14 , A , , / , / ~ 2 My:734 ' / 1 1 41 9.3 Inconcealed spaces between stair stringers at the top and bottom of ' ' a ~ 1\. / / I . run and between studs along the incline with the run of stairs if the Â£ /k ~ ~ , , (!3) ,. ./ > 1 \ Ch walls under the stairs are unfinished. 1 . 1 16 /. 46 0 /, 'll' IM 0 1/0 9.4 Inopenings around vents, pipes, ducts, chimneys, fireplaces and similar , , . \ A--3 openings which afford a passage for fire at ceiling, and floor levels of ' L tÂ«N . 1 combustible materials. 71 41 0. Ic ? 1 - t Â§2 4 10. Chiâ€¢neys: Shall be provided with spark arrestors which will permit the li~ 2 /3 d 2 passage of objects no larger than 1/2" or smaller than 3/8". 11. Smoke Detectors: Comply with Building Code S1210(a) regarding fire O 0 til warning system smoke detectors. . -MATTHEW CIRCLE W 11 - - 12. Roof: Roof coverings shall be; CLA>S A~'TAMI<O HETiITAC,E u ---- .3 I o E. R ;O roof assembly as specified in Building Code $3203(0). tate of Colorado n lecated in Section 30. T5N. 9721 of the Strk P.M.. 0 a C.E. 13. Vents and Accessei: See plumbing note for tub Access. provide 22" x 30" covered attic access opening as indicated on plans. Provide similar sized for concrete slab areas. Thâ€¢ nâ€¢t free ventilated area of attic spaces shall ~ ~~ ~ screened access to areas under building if required by design. Foundition screened vents to be 2 sq. ft. in area per 20 feet of exterier wall, except not be less th.. 1/150 of the area ventilated per Sect. 3205. I . iii: 05 ~~LASCO" FULDOMCINE + 3,411 / 1 14 1 5ED ADA APPROVED !12 1 1 il /~-(2)3GH+1#ND{3â€¢Rse:326 SHOwETZ- FLUSH_T ivERIFY I l-ON C+BOWL -I-OI LE-T--12. 1 1/,1 1-4~ M/ F .90& + -r . \1 1 1/ 5 .1 -3 111,1.,fp6~/ *ABOVE FLOOR-SHALC n 0 ' SEAT TV. 3 - -3UPPORT 300 LBS MIN. 111 2- i T 1 144# 11 9z - - ~123 :2 Of. %4 Ill r S 15 3 Â¥lhly, FLCUK ~ f V, \ . S =O AP/1 Ar'pâ‚¬cNED LAY. , 0-/ Lok)6 LIVER_ H *C - 8 4, LVES - OPEN UN INSULA112- HOTW/rTEKL ADA MANPICAP ALTEKNATE- Â® .~ -' ANIP DRA' 4 TO */biL 11 ~4 DWELLING+S KEQUIREP) 7 - *7 . PRAWE< CABINCE 67 '-6 " -~ ~ 0 3 lot -1 C 4 42'- G li ..ro -V Â¢ e 12'- 01' , 5 LOâ€ž 1".711 8'- 7" 3 Lo" -7 L 0,1 2 2 S * 1%44 b 16< 4 M EO, , '0 Ed? 1 + It, , 4 i o" A D YERIN H i,Â®, m- t-1 0 02 4 VENT 1 -18.J 1 - It 1 - ' ... 1 1, 1 <:3 0 EBRE15 26*53 EGRESS EGRESS. 1 U J - -i Z -4 419*14 0 8 -01 1 Ill M~ r - 1 12- -7, EXH.FAN ZO 4 f 09 -2 @1 4 . - Bi 14-2-11 - 10 .9 0 - ZZ" -1 0-1 :31& O = 1 .L CRAW L .SPACE -M.Â»-al- - Oul m OS U) C GA RAGE #EbROM Ne, 3 - 5 3 e,EIJBI>M *2 *) 0, - ul I /7\ ACIZESS N FLOOK I y V. 1 ~ G,AS FA U IN CRAWL - FEIZ- 1.0 5% 0 SPACE ) ~84--==20 - 04 a PU LL DOWN ST-Al=x 9-3-1 f , . 1 N 314,1 41 9" 110>1 --8 1 -1 Ul I i ' 1 .F- sp Â£ S.E \ 0 1104 L . ---- -- ---- li ') 1 . . 1- . 1 / 11 c . 9,8, 6,1'SUM,Â£5PARD 11446 _FÂ· | ~ ~ 5-1 1 ' - m i ALLWALL-9 f CE ILINC, 01 1 \ - he -0 1 12 31 1 --11 1 1 CAB , 5 Â£8~~ 0 -N lioN + 0 3l7t' IMASTIR ~ - 1 w, 03< 41 /1 15rzlt -3 0. 0 Â« 0 0 E m m 11 - I - I /3 0, T 12 STEPS AS RER =19 - 0 G 0 0 1 10 AUTOMATK. C OCER- --r-Â® .) .4-v.ici ...L- r-Â® 771 V - 4 V *. W W - A 04 Ny, 15 .-M 8 Â® 23. 60 2 1,0 2 0 a.c, t v,/ATEK HErreg*7\ .0 -:- EFU.FAN -~ Â® -i o w - 1] c C Ii:,0::11 jigr- 0 - 11,1 . 001 - / *--7-| @RICOE + f--21-7..311 , 3 ' - '= CONCRAE - Coile.RETE \CALE- 59 . A ENT RX - ,~19*Â·Ro EN,L L CARPET r,~ v 6 Â· ~1~4~al ~" " -, s.rÂ· cpo~Ff I----V--WALL- stal'G~ vÂ£4+ 7124'MP. ~9 9 HAX I M UM) 4 'fl B'-dtivEL g 0 1~ ' - 4 . r . 310 92221 91 .1 1 .L b f i x:Â»~ -9 Â»*1W ._-PINiNG, _ ~ - LIVING AREA- 1 - 17.5-4 2 0 -X -l WATE . f , - 0 f 9-7 ~ ~LS / 1\ 8 1 t\, C , - 6 i CONCRETES 7 0 6 REF- 1 FATIO I. a: 2 VJ =O 11 --- 1 30- CA SINK. _ 1 - 1 P 2 al "1 6-F. 1<10~CZH El<t AgECT-VE,4-1- (>â€¢21Erea- "dEAT-hi- eLCÂ¥1~~Go~GE,/ 1,4 'D ROP M A.><1 M U HI 11- P,LACE W/BLOWE ../ 4 0 - 3: la 3:12 _NOKI -COFIBUSn-[NE A -luTLS 1 1-1 '(? ~3 f21 | FlocÂ« H 54120*-7 Â£'..f 6 4/ = (f) - >V i' , , I . -4 \ ----lp---p ,-1. i + I Id <163 dbli.. .1 'r * f k 1 _ G,AS VE,Â·tr / 4~10 0 9 4 41 C i. 12 haNT>- 4=Â«-.4 36 '- 0" 1 H U 8-,9 0\ 1,9 ' TKIATED TIâ€¢~-65Â£-/1, e! c,11 T'LA kITEÂ®L I ~ 3 Li lo'-0,1 PATI D 0 - 00 A z _MAIN -FLOOR.PLAN 15 70 S G?- FT= dS'DN07 :le 69Zt,-98g .S@j 'fd ;a.~32 p i i N 21:1 81 1 *1 2 z C 11: 2 2: I. *i 4 2 2 10 k.f Z -* 1 E 2 .C. J C 3 4 1 4- -IBM ---- - ------------ -- -1 - --I---- -- 1 OmA I ad; / 6 : 120 / 55 I 2, 1/ 1 I 1 ZO= 1 -6-1 Al N 2,0 -. 1 0 ~ 1 ZE: 1 1 .13; 0 1 l C OLLi J Â·/-4 \ /4 Ul .-' (D 0 ' 1 L__ 4 0 , L , 1 C 0 I 1 J 0 - .1 b @ 2 1 2 ..1 LA ' .. 9 u 0 r I I 1 - 0 10 1 C 11 1 -- 1 3 L 10 L GU11ERI 1 1 00 4 0 1 6; 12 9:12 f / 1 04 11 1 4 1 1 1 1.4 U 1 1 1 1 1 -1% 1 1 1 1 +010 S,F n N $- 1. 4 3; â‚¬>1Â£0 1-1 -3 1 4 3 1 1: i, ROOF PLAN A3 9! I.!./.P 0,41 SÂ¥11IA COPYRIGHT 1993-All Rights Reserved 97 989 1â‚¬OC) 7,0 691*-989 .98.1 03 'MJed sel :iggizi.m Al . iii 6:. 1,1 :i:: 12 23.2 2 - ~i.~5 iS.2 26 - .... - ./2: 2:23 I - I --- 1 ' UT R, -5 I at[ m 0 + 1 . 1L li X O 1 1 1 i[- --*-- ------ --------- LL ---I---- I---**i--*. --i.Ill ..I----*- ----------- 4 -4 1-a 1-- -I - - - - I- 4- ~ ...Illl -1.I-.I-I-.- - - --E Z :2 0 SOUTH REAR ELEVATION Â¤ LU ME /5 01 . ~ . In (1) 0 U) L (1) v I2 C fo 0 m J m 0 2 La 1 210" a 0,H, , 1.1 11.1 /1 ..1 - 1,1 - . .6 111/ lili Â£'A, 6.14 CD[JE~EDE3 - - 1 -1 1 1 - ./111 411 1 .E C===-= L_bill 1-_ /' 111 1 - 4 1 PLARTErt J ---)pknoy.CuRS SEE 75LAN ~ i - 4 F.1 N I .5+1 161<A l;DE = Ill 0-0- 4L _- ---I#--Ii- -Ill-..--- I.-I..Ill -.--I.-- I--I--I - I----..I .-i.--I-- -Ill-.Il- -1 1 W -1 ------------ -*------- -li ; 8 2- -1- 0 . 0. I- HO-B-IM==EBQHLEkE VATILOWL A4 4 1,â€¢P..IS 1!un,-40018 '~00)P e seis 8 00 Â»ed sels) 228Â£ x08.Od 17'u;-AM ftu,Tv.ji 7,10; NYideeN-69-: lap SV,liA :1109 NIV COPYRIGHT 1993 All Rights Reserved Paul B. Saunders-Design 8209-989 (COE) -no 692â€¢-989 se, I~ â‚¬-2 f - 26 /5 010'ro:: NoÂ¥6 -1 Â· t .0 51 2 - Mi hil :1 1,1 1 : : jill ii r- 4 4 ti T:.2 - 2 E- . 0 2 .1/1 2% 2 :21 Z Z 1 l C 1 J I OE {LI - =O 4 ..1 al = Oul jE mE 0 00 O L Â® 00 C J m 11] 0 - &21 0- 9 3 2 -i;gl k= 9 1 L1=LA ATE- k_ | | 2 1 8 nx Â£ fli -41 --7-L -0--.- *----- ------- --I---Ill--I----ill--Ill--Il-- 1-411 i : 11 6:.; 1- 4------ A5 WEST -SIDE_ELE~AI1O1 SV,lIA u6!sac! 0 COPYRIGHT 1993 All Ri Reserved Paul B. Saunders-De~ign 8209-999 (COC) 710 22(-26Â¢0 ,â€žro. Estes Park, C r---'.----~ - :44:40:44:44:44:44:44:,i:,1. IN'll'll.............................................................~1 - 1~1 11..~~~~~~~~~~~I.~Il~~~~~~I/.1.1.11.......................lili...................................-1 ... 0 L .. . 11'mill.Ze,#4190:/a,5.............................................42&'Ill ' 'P~,0&:B . - i liliÂ»1 1,11 ~ ~ mi- -11.- ---------------Iim --I- =..... 1.~/1 fUEE , .L WINDOW a CM Â»r i {5 , lizill fliti lie* 477.4 - |ROUGH OPEN'G1 GLAZING ... 1 1 : TYPE MFG. CAT. Na TOr REMARKS :il: H. TYPE &~ EXTERIOK FINISH ALUHCLAP -COLORIWH ITE .3 GÂ° J 36 1 Cl.AD CASEMENT,<ox #*ELA 'PROUNE 1MCC 2541-3 (p'-342, ir54# .- *f NbUL:>MIELD"LOW-t heSONG#S 14,7 (sciackS) ti ~4 i I Il xox -Il pcc. 2059- 3 G'- 3 1/z" 45 te/k" 11 â€¢ Ir 222 -fi ' 'li f 6 0 >< 1 2 + 1 Il TRANSOM * U Tec 7214 -1 6 L )13/4 fi 214 " " g:O -*ALTE#ELNATE: CIRCLE }+EAO PCH 25 CC-3 - 1 3 0 >< 30 * 2 1' SLIDIN<>* 11 11 .P:!,W 3435 81-0,1 2Ttly#, 1, 1, '1 11 9Ib -*Am*EXNA-1-E: -FI,<ED 'FrOME 3O3OCC CSâ‚¬.t#i-UW/SLIC*,) -T 70 x 4(' 1 1, CASEME,Jr Xe< 11 It PCC 2953-3 7!- 3/1 5- 644 ii |I 1, li Â£37 (sciaao) 25 * 46 1 11 EASEMENT LH 71 n :pec 2753 22- 5721 47-592'l IL li P ')75MPEE- 77 ii. " 5-r- 5 Yal' 14 11 11 11 - I G CS x 34 1 I| CASE MENT AH 71 Pco 25'4 1 A 1 6 92 11 :J ./-1 . H 4,0 * 5Â° 2 - It 645<MENT *x it 11 .rccitisy-2 4'- 10 92% 4111 yk 0 11 11 11 8 3374_ - - - ~purt,6-<. - i U.0 Tr -- -1 C -1- .1 1 -11/. -*. . ,- . , . ..0 >4 , 0 - 7-M -- 16 Ji 12 . 485 - . 028 - ..... - , 7.- DOOR S Â©@=EQULE C t:l A - m ~10 1 m OMINAL__ - 0 SIZE TYPE MATERIAL THK HAADVVAME GLAZING 8811 H TYPE ,EgirRJ P .REMARKS Â¤ 1.0 .48 1 ENT,74<51 DE LITE -FlbERPLASS 01 REFL- 134'1 ENTRY- KEY PEADaEcr O 56 -1-EMPERL - I V - 0 1 FELLA CUD PATIC>5Ug -WOMD/AWPI CLAD t~Au THUMS lOCK / FOOria-017 'IINSULSWIELD"LOW-E/ARGONÂ¢AS 40 -TEMPERL GLASS /SC Rtâ‚¬EW PCS 9,81 XO 60 ~ 48 1 11 11 11 If 11 11 0 14/4" 11 Il M -1 H U 11 14 2,0.0--Ir-- A n pes 7281 ,<O 0 - -_24UTCZEAETIC- CLOSER.- \VEATHER_STRIP C AD 468 1 RATEP SWI NG SOLID CorKâ‚¬ 146'1 -PA 554 66 1,9/ KEY*MB 11:)c.K - -v 28 * 48 G ED PANEL Swi NG I-PING 136 " LEVCIt HANPLE~'TWOMB LOCK Er :i GO )465 2 SET5 3 PAK}El- 81 -FOI.D~4~-PINâ‚¬ 1 36" Pul-L-, KNOe.-7DP17%.801<- - --- -Il- - It) 40 44 ' 11 " 11 " (210 1' - - 11 )1 u /1 11 .- -9- 30 X GS 2 5ETS * 11 11 11 It (2 L) IC V It Il il (1 . 0, -- m :1 1 46 K 70 1 4 SECT. RDLI-- UF' -PANEL/META L 11 "RA>+1012:1'ELECE OPEKA-1-of_* . _p _3Hil; MEET 111.325 73 Sâ€¢Feh' ST-AUDAKID I -. 9: -I- I - m .1 I - -roTAL 1 98.9 -12.7 73 OF 1,670 SF LIVINGARAA m A J I. a =Â· -- - 0 1 - 1 0 - rn WINDOW AND DOOR GENERAL NOTES 5. All habital rooms within a dwelling unit shall be pro- 7. Any door between garage and dwelling shall be self- / [ 4 - ~ N -vided with natural light by means of exterior glazed closing, tight fitting solid wood door 1-3/8 inches V 11.The inactive leaf of a pair of doors and the upper leaf U i 1. All exterior manufactured doors and windows shall be ' openings with an area not less than 1/20 of the floor in thickness in lieu of a one hour fire assembly. of a dutch door shall be equipped with a throw bolt. certified and labled for compliance with N.W.W.D.A. Â· area of such rooms with an opening of 5 84. ft. min. I 1- I ui E infiltration standards. All bathrooms, water closet compartments, laundry rooms 8. Sliding glass doors and windows less than 16 feet above U and similar rooms shall be provided with natural vent- ground or within access of the public shall be capable 0 01.3 2. All doors and windows exposed to outside or unheated ilation by means of openable exterior openings 1/20th of being lock securely. Moveable panels shall not be Any changes to the door and window schedule .51% air shall be fully weatherstripped. of floor area with 11 sq. ft. minimum. An alternate to easily removed from the frame. an opening may be mechanical exhaust fan on electric is at the Owner's discretion. Please notify . a 2-9 3. All joints and penetration openings including doors switch ducted to exterior through a backdraft damper. 9. All main or front entry doors to dwellings shall be so the Designer of all changes. Verify rough 0 i 0. El and windows in exterior walls shall be caulked-sealed Exhaust fan must provide 5 air changes min. per hour. arranged that occupant has a view of the area immediately opening dimensions with manufacturer's cat. to limit infiltration. outside without opening the door. Such view may be pro- 6 Provide safety glazing (tempered) at all hazardous vided by a door viewer, view port. window or other Opening. 1, ..f .. .7. 4. All bedrooms or rooms used for sleeping shall have locations; glass doors, glass less than 18Â» above floor, approved egress windows unless exterior door is pro- wardrobe doors, tub and shower enclosures,glass within 10.All exterior swinging doors accessable by the public to vided. Window for egress shall have sill height of 40" of locking device on exterior entry door and any have a keyed deadbolt with interior thumb latch with a maximum 44" above floor, minimum of -5.7 sq ft, net window or glazed partition over tub or shower. minimum throw of 1 inch and an embedment of not less than | clear opening with 20' clear width and 24' clear height.Allf< 5/8 inch. 6 44 00 -<1 + Ul +Â· 6) 20 -118 0/Wk NO-1-: leporg 3,!Jed 9 03 41'ed â€¢â€¢8â€¢3 glge XO 9-989 (COC) 1 U .7. - M , 4 - FOUNDATION: ~ 4 I E ~ 0 Â¤d Concrete pads 24" square or larger to have f:.1 54 eC== Z. #40 bars @ 12" oc each way. .-2. 5:.4 Â£3 00 All continuous concrete footings to be -:.1 E: 16" wide x 8" deep for one story f : 1 6 2% ,20" wide x 10" deep for two story (U.N.O.) ; wi t :Q with (2) #40 cont. reinforcing bars - '; 'I e 1 Anchor bolts for Pressure Treated sill plates to be &"0 x 10" 4 72" oc maximum (U.N.O.) ' Non-bearing walls on concrete slab may be held with shot pins at 48" oc. All interior concrete floor slabs on grade to be 31" min thick 3000# concrete with 6 x 6 - #10 wire **sh over 2" of clean sand ~ placed on 6, mil plastic membrane lapped 12" 16 4,1 2,2.611 . 0 0.1 4510* jil 15'00 15'.01' 15 Lotl .' 3104 9. .. Z 1122 ira 01: % 00 i 2% 31 70 V ..0. 4- . 1 2 -- ZE.@ ---1 - . - A A 1 'll'A f- Â£3 " S T EFI- - ~ r A CCLE 0 - f- 7- 2-0 J-3 LEVELABLVE Jao 52, r A,~~71 13 1 FLEOK 508 1 7 1- / 02 = - 01 3 11 JO " / 1 ifft sy I 121.11) - _ Ils -'ll 3 6 0 1 - &1 1 Ui 1 1 1 C) ,~ Icti ::.4rifili:16, ifil 193 0'; s g x 12 4 DEE!* 0 /9~ i 49/30 4 5Â¢XIEPEEP 4>~ C (*L, pAID ._i -6 ~ ' e 42 Â¢:UNC,_PA D 5, d 1 Vir 4--14Â» i <v~7149e 12% c.:i=.1* + Â¢,9,~19 , : 4 A d \h tr \10#40 0 12" 0,6 EA.WAY i I dr 1 . ' 4224-JI/ze >boolt IJOISTE,th_[3 * - ~~ - L 76- 11 & 1 1 6 CONF KETE S LAÂ» 24 - A 1 040 GKC -1 0 Wirtâ‚¬ ME.SHL - i (Al.re~ClgATE: 2.)<,18 Fu504.d ST(PICID. r) = K["OTE: - 4> ' - 61 10' _ 0) w 9 U LDP CONC RETE SLAIZ> ~ v CR 1 - /LS RECRUiRED FOR- C NATU IUL C=,AS HORIZL- # - 3 2 48, 1 / - 42 r 1- FOTUED AIrt Uklil-(FAU) 3 0 m 6' ~STE M . L*U / e - 0 1 6. - LEVEL A[30VE I ) *z~/I~)1 , _ FLOOR_ BLAE> -1 â‚¬ m 4--'.--'---I 49/ *- 1 31- - U 51/ Jpl- k I r 49 - 9 1 6 = CRAWL SPACE - 5 â‚¬ --0-1 --,- G M 11_ PLASTIC OVE22_ 0 -7 9 - Gle.QU k.1 D - 7 ~ f 2 - 1 1 1 1 1 1 1 1 1 1 - 1 -- -1- JA~ 9- 1*24 -1 1 1 1 1 1 1 1 1 1 1 2 - 3 1% w m 9 3 14 16 j L 0 - P tri . 41 g j- 116. 1 r---- -- - 4 - 03- 3 41 020/2 w5iN -4,0 , U ,~ " 0 . Dea t 3 colo" a' 9 . T 221 0 1 I / FlRST _FLOCR FRAMING Â¢_FOUNDKeN_PLAN__vty n, SV,-,~~ ..,1 ---1!un--i- woo'g 600)1 ZE,EX= ."12 E } 1 10 69Zt'-98Â§ Sa J r .? . I. ##1X 1 111 ! i si! Brace walls with t" plywood 13 as shown on plans with Kl FLOOR LOADS: ~ Live Load 50.0 1!121 d '/Oil --- --S~~ NÂ«Z>.- 12 1 Let-in Simpson metal brace 3/4 " Plywood 2.0 Flooring 2.0 .9 ' ' 'da Â» -- ----- \4\ 3$1 ~5 for wall lengths over 25 ft. Joists 2.0 1% 53 :i \\ - 2.0 r-- 1. \Lurk Tie each rafter and truss to Gypsum Board -2 1% bearing plate with Simpson Total LL+DL= 58.OPSF il . 2 :0 2,- - Hurricane strap H2.5 .k.: - .,ii :25 ' 12 NOTE: Contractor is respons- DECK & BALCONY LOADS: 2121 -: r ~Ce>J ible for all temporary brac- Live load 60.0 36(ow ing and tie downs for wind 2x Wood Decking 7.0 j 2:0 , 11 LO" ri 7 conditions during construct. Joists 2.0 r 1 Total LL+DL= 69.OPSF FLOOR SHEATHING: 2 3/4" CDX T&G plywood ROOF LOADS: 12 / 12 ~dIi APA rated Sturd-1-Floor Live Load (snow) 40.0 4./4 ~5 exposure 1-Psl, 83 23/32 Roofing (shakes) 5.0 BEA,hQI OSB equivalent) 5/8" Plywood 2.0 J *'. '152- 1 li> Lonstruction glue at joists Rafters 2.0 4Nail:8d @ 6"oc qdges Gypsum Board 2.0 -1 C . 1 , .., 4 _ % 8dÂ· 0 12"oc field Total LL+DL= 51.OPSF ./D 12" O/ t:51.9 2'l-L 29_- 34-~L ikooF SHÂ¢*THING: Note: Design trusses for 4 40 4 --- A . L 2,0 . 60 PPSF Leading -1 . Â·5/8" Plywood'APA rated Exp. 1-PS1, 83 24/16 Â© Nail:8d *@ 6"oc edges -106 8d '0 12 "oc Field 08 0. SHEAR WALL SHEATHING: 1 11 C : 8 , 2,-O 1 APA Struct II plywood 291 Nail:ed 0 6"oc edges ]O, H, Bd @ 12"oc-field J Â· â€¢ J - 11 . Ce 2,5 H DRI 0 2)2)(G al~ O ,= 66 1 W / - 1 8 ./5 1 <22) Zd- B ADE--k*' OI 6. , I. . ' i r~~~~75~.~~~~~~ lA r 31 14 1 Z 5 4/ 2 1% 0 . 1\ 1 _ Â¤LU J - I R < h 1 . /0 1 1 1 / f ..1 1 1; : : A , I TÂ· .r; A---Lcul~Â·4ssÂ·Es @ealo.c. ~p:zil ~ ~ ~00 ~13) PKIE- ENG,/M FCâ‚¬_Â® rrltu55E5 6)2406 -c. , ~ 1 ,-+27-/ i r-------T- 1 31 k<Â£ â€¢ J rrif ! f { 1 . 1 1 i , / 1 5 , 0 1 i 7 1 1 -2 0 k 11 J 4 0 i 1' ; Â· 0,H,T C . 1 2 i I I il 1*/ 1 /1*)244, 86 *El<, ! BL out : 1 1 41 6 U -4- _-1 L~_L 1.- - i / Ut 1 00 1 1--. -- r 11 0 0 1 04 7 1 . ... .1 -4,- ~- LU' j | 2 1 1.1 -re 1 10 i / '1 1 . I '4 -1 M , 11 li i <il Â® 1 1 1 # 0*-z14 i 1 . 1Â« 7- t..Â«4 11 11\ . 0 1 4 11 1 1 \1 . A . . 4 . A i a ,0 1 - 1 . i Li 11 i 1 1 -1 1 1\1 ' Ac<Â£55 : -6 / 7 0 1 , 'w 1 !Â· l P 4 . , X : , 1 1 1 - - , 3 i N C lA H - 2>(4 RAFf.AS ~ 1 <1 T . I -1 / ~11 1 o. C. ~ ~ 1 -U) 1 7 77-m= 1-- - --- ----~ M - f 1 7 3 7 .- / h /2 b r " , 1 1 -1 ~r Att m. m - 1 1 t- . (g) 134"x 11*"MICED LAM *--_j ' L- 180 -Cb n \ 1 54.xs'" 84â€¢L-t . 4,/ 1 . - 1 2 i - 4.6/ 3 ~\~ 2,4 STups 31 111 WIC-*4 =0 X --, - -~ 31~(2) 2.* 8 Â·Hord"-7 m - 2*457075 SLI"*41(61+ ] 4 EXTERIOR STUD WALLS: .l ~0,0 Men- 4070\ 4 8 N /-1-oropir-1-A-re@ 8121 < -< CEILING ) r All studs 7x 4 @ 16"oc (U.N.O.) ' 1_Iii / 0 Solid block all studs over 8 feet. INTERIOR STUD WALLS: -I----- A @ i 0 All studs 2 x 4@ 16"oc (U.N.O.) TOT' OF PLA1-5.5 Q 9' 111 Solid block all studs over 8 feet. , 1 UNLESS NOTED GTH*14%1/SE At plumbing wall use 2x6@ 16"oc=ZEEZ2222222 - - --- --- ---- ---'-- --- --- (U.N.0) AIR BARRIER: Wrap all exterior sheathing with "TYVEK" =, . - 1%9 air barrier before installing doors and 2 El windows. toll WW-blillflir INSULATION : (2) 2% 8 *4 p ' L GABLE END TIEUSS (2) 2.*G ' i i. a n} 01 N CL Roof and ceiling R30 minimum 1 - Ext. walls R13 minimum . 9 Over unheated garage R19 ~ RIDGE Foundation-crawlspace R10 min. ROOF FRAMING PLAN_ - ~29009 989 C oe) 710 69Zt-989 'SeJ 26 ;10 gro~ fÂ°-'7,1 228Â£ xoIl -Od fd g62 d