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Home My WebLink AboutARCHIVE 1726 DEKKER CIR Building Records Prior to Community Core 2018Entry ID: 104099 ~-~ Name: ARCHIVE 1726 DEKKER CIR Building Records Prior to Community Core ll 2018 Path: \Property Files\Larimer County Properties\Subdivision\MAJESTIC PINES\1726 DEKKER CIR\Building 104099 I Tâ€¢ '1~1 " 2~ ;r, . Â¥â€ž . 1 . O U F M 7 02 S Z 4 0 2 < 2 - & I.L .- '11 40 N LHOL 4113~ 4ouni S) IQUAAO JO SSO.Ippy pUE OUIEN * F -~ le!.000 SUIPI!.nH XHUIErl OIBUTS peol luednooo u&!soa Certificate of Occupancy This New Detached Single Family has been inspected for compliance 10Lqs!(-SuauoZ IBEL .I@quinN 1!Uuad BUIPI! 1726 Dekker Circle suo!1!puoj NIoods OE[fl L66 I opoo jo uoutpz[ 0<quo!Idd with the laws and ordinances of the Town of Estes Park and is hereby issued a Certificate of Occupancy P.O. Box 297 L I 908 OD biled solsH Kouednooo pue as uo!1O11Ilsuoo Jo od.Ki A poebow wolsks JOI,Iuuds fi:W 7Â· tr 03 Received 8,/0.03 Town of Estes Park Permit number 7351 Application for Building Permit 7-0 w M C.42 Building Division 170 MacGregor AvenueP.O. Box 1200 Estes Park, CO 80517 General Information (970) 577-3731* Inspection Line (970) 577-3731 * FAX (970) 586-0249 Job Address: 0 7 0 6 be Wk<r C.ircle. Lot Size: â€¢71 sf/Â§2 ' Lot: Â£~ Block: Subdivision: A/\qÂ·el -ke fhfu.s parcel #: 353 69 05 009_ Owner Name: k Wle hil *3 A Al- U i Di 0,1.1: Â« 01 p.fF*,5 Phone: 9 70 0- 5 A-4-0,9 3 Address: 13 0 . ~0 X 0 71 2%40 farIC 20 705-t 7 (Street) (City) (State) (Zip Cod@ Contractor/Applicant: #Pyâ€¢Â« 4% AAC.Â·< Town License #: Phone: 53'6 -0 193 Address: 136/ gwe,1 01,(k FEfAet Dor F CO POS Â¢1 (Street) (City) (St:113 (Zip Cole) ~Residential 3 Non-Residential BNew Building OAlteration OAddition Proposed Existing Building ~ ,, Construction e U Occupancy Q rp Occupant Use: LJse: Height: 32 3 ft. Type 506-2 Group: P D Load: Number of , Number of i Number of 1 Number of 2 Number of Units: / Kitchens: Stories: 4 Bedrooms: -1 Bathrooms: Full- 2 3/4- \12- 1 Figeplace? 004ogs? Type of Heat Ar Electric Service: # Meters / Electric: Overhead Underground- Water Meter j#N #-2- (3)N (~ Electric Y ~1 Size: Amps: JDo Temp Meter 52 R Size %61nch # Meters Garage (Detached (Allat@) Basement (sf) Ist Floor(sf) 2nd Floor (sf) 3rd ~3; (sf) 62 5- sf Fin U A Unfin Fin /9 J O Unfin -O - Fin 790 Unfirm O - Fin MA Unfin 2 06< 4 carpon N A sf Porch .2 (,elsf (Roof?~DN) Deck / Â¥0 sf (Root? Y ED Storage 9,25-sf (Proposed Use: Wo~4O)/1 j 1- Valuctions 4.27 9. 930.- Master Plan Number: rire Suppression Address: System Y&5> ;Total Valuation s ~& 532, 00<1 .rr /4 Describe Work/List Options: Electrical W DEr Subcontractor Ego V. /1,Â¥ .F !44 , Plumbing Ne w Deth c,441 m.le 15*:/4 Subcontractor ~ FL I certify this application is true and correct and agree to perform the work described aÂ¢Sording to plant'specifications submitted, reviewed and approved, and comply with local ordinances, state and federal lams as well as building codes. Additionally, 1 LINDERSTAND THAT I AM RESPONSIBLE FOR ANY FEES OR EXPENSES INCURRED FOR PLAN REVIEW, PERMITS, ]NSPECTIONS AND OTHER FEES ASSOCIATED WITH THIS APPLICATION. LD-/,4.--3 Died' -1/ 4 3 print Name - -7;510949 3 /RA--+ 8 Signature , ---- C- /--- C *** Office Use Only *** Staff Comments: Application Information Approved Disapproved Fees Public Works 6Â·(3Â·03 Water 6Â· 13.03 3 570. 0, Light & Poiver 9'Â£3Â·03 -0- Planning 6- 13-%311 c - Building: 6, a 0 3 -3 kitÂ¢ l 95135 Plan Review 4 -2 62 3% - County 1:Ix /:09):72 Zoning* 2 Census # /ot Geo Wildfire Flood Certificate of Occupancy 5.00 V - - Building Official Date lit 896 .41 Total Revi.ed - 044,041Â·03 Â¥ h . ' I q - . 11 ..~41 , 1___1. MA 140 P.9 let .C. ,n U \ - 0 7 -- B,Aiding Official Al. 0 .2 1 -- lof-LL e#: c< 84' A R C H I T E C T U R E. P. C. IU , 1 CAO A.WUR-,Aâ€¢. 'uuw-1 Ce.1 0. ,dER~7~3%, #A, , 2& 6 . 2,2 1, ~ 10 11 . I 11 . 11 e 2, .. . . .. D . ... .: ..D . 24 4, i. 4* :~~Â·' V A.... i . 21 . 0 7/4 0. ./. 0 1 ... - 0. I 1. . . ....... I 1 0. .Â¤ 24 0 . D -- 1 D. 0 ...... D. 0 0. D . .. D .. .:. . 0 D . -:= . I . I 0 0 .1 I .: I .. 0. D ...../.. 0 .. - I0 0 :. .... ... ' .. 11'1';1. ;0 KiÂ·Â· . - 4.1 ...11.kkkfllW ... I,â‚¬4.--'. pwiA,Firâ‚¬4,-, , / I . A ..... -- 0 0 . . 0 - -- 1. : Â¥ 0 1 . . 1. 1. 1 .... 1 . 1 0 1 . 1 0 . D 0 - .. 0, . 0 0 . D 0 1 .. I .0 0 :D .. . :2 0. 4 .. 0 0 . . .. . .. D 4 W ue e I . 1 1 0 1 .. 4 - F - .1 . ...: ' , 0 0 11 . 1 .. .. 1 1, 1 . 0 .... . . ... . 1, 0 .. 1 . . I -- I .. 1 . A 1 -A. . . 0 .. 0 0,1 1 1 1 :11 A...1 1 . .. â€¢ I V - j I . 2 'Er. '. ':> M:.:114 4 APPROVAL Community Development r ~Â·;9* ~ 9 Date:(ELLA-Ql r Approved 804971-(Ji~EN * 6 52 -4 27 36" HIGH M de, /~" GUARDRAIL STAIRS TO â€ž 1 -__--_ 17-6" 4 GRADE -\ 1 I N POSTS FROM ~ ~ DECK ABOVE \ , DECK 81'-6" .,24:1 - , b 24'-0" 12'-6" PROJECT GENERAL NOTES 45' Pzk>: ,46'Â· 00 00 3 Stovo Lano, AIA , 1.,t..In. ' 1'-0 3/8" 1 5 1/27,,' 5'-6 112" , 12'-115/8" , T-7 Zâ‚¬ ~> , 5 1/21.__Â§'-0 114. t.f GOUT 51/2" . 2'-6" , 2'-6",9 5 1/2" 5'-01/2" 6'-61/2" GENERAL Â¥ D 4 / C Â»5 *21__6'-7" .__ , i ___ __ 909 1/4" ~ ~ 6'-63/8" 4'-11. HOSE CORNER ~j GAS von 970.586.9140 /4 1. All construction shall conform to the Uniform Building Code, 1997 edition as amended 1 (C> 1 Ah i , / //, ~ BIBB ./' ~ WALL CAB ,' STUBS ~(F. 4 JE 41 3 by the Town of Estes Park,and allotber applicable codes. ul fax: 970.586.9149 - - CONC. PAD 1 1 -= '.3&1 - .4 1. .. wwbr a 1 + 7'Lt:t 4- 1. 8:,7â€žAm"el 4- /#- L" at...P-9------P-fsrs -1--/--- 2 2. Construction debris shall be legally removed or, a continuing basis. The site shall be , ./ AT DOOR ---.-- - maintained Ina"neat"appearance. 4'- AA,O/21-- -- -- 1~ - -- -- - -- -- -- --- -- --- - -- - i J 1 lass .â€¢tr, Â¥ A#.W BASIS@charter.net 3. Dimensions are to face of stud, panel, or conaete unless otherwise Indicated. Log 4 1 / HOSE . ( - 911 r F 3. -55 0 and column dimensions are to centerline. Vertical dimensions are to concrete slab, wood r . 1< BIBB ~ i 1.-- 91~ 4 Architecture, P.C. . ZP ED BASIS subMoor or top of wall or beam. ' / ' UPPER 11 C. v 4. Provide fire-blocking per UBC Section 708. Provide fire-blocking In concealed spaces of 'G ; ~ /' CABS stud walls at the floor-ceiling level and at 10-foot intervals, in openings around vents, -r. 3- --â€ž--.- -- -1 ' 4,0,â€ž1' ' - , / 4 1 1 1 ~RANIC TiLE- 1â‚¬el. gr 0 41*= -f-+ , r [ BACKSPLASH, TYP. i~6 00, ducts, etc., and at all interconnections between concealed horizontal and vertical spaces. LE _ C P 11 2, / 11% 5. Design Loads: \ 410 dbocj] GRANITE l ' Floors: 40 psf BATH COUNTERTOPS .~ 11 0 ki.--1.- 1 1 - - Roof: 40 psf (Snow) 9 [1 r. 01014 -4*1 :2.-1,-_, Wind: Exposure class C, 90 mph to D BEDROOM #3 6. Typical exterior wall: Cedar siding on housewrap on 7/16-inch sheathing on 2X6 stud ~ ~ 4 --<AA W P +1.0--I* g -- GAS COOKTOP 12" DIAM. wall (16"0.c.). Provide R-19 batt insulation in stud cavity. 1/2-inch gypsum wallboard on ~0 ~_ i 106 ~ 1 U 107 1 / LOG COLUMN r vapor barrier at interior. equal) on 30# building felt on nominal 1/2-inch roof sheathing on engineered truss or TJI 4 + i * 1 REF - KITCHEN DINING E> Â£+ BEDROOM #2 #*,r :40~'52 146~ 7. Typical roof: 40yr asphalt shingle, 'simulated shake' roofing (TAMI<o Heritage 40 or . -- ,/ co/L- Lit Mo V e ~ _ 2920 2-9_=t- 1%> 77 *, M IC47*t-~1 barrier, intetior side. Provide ice+water shield at eaves and all valleys. - r - - ---1 3'-8 . f i , Sig j Â£ d ' 1 / 1 1 INTERIOR FINISH GARAGE ATTIC 4 2 ROD & SHELF / z. *' ACCESS DOOR .4 / ~ '4'1053 T V CLOSET . N . \ ( 104 . f j T 01 - I '0 ~ C- - A 1 ~ -..~ c 110~2 CLOSET ' p.'-51'-IC-il 1-t %=l 9 // VEGTABLE SINK 8. Provideblockinginwa\\for mounm,g a#cabinets, towelbars, dosetrods, etc. 1 1 51/2. 6'4 31/~__ 5,-9~_~~ 1/2"~1 2'-0"_,~Â£._y-0" t.-f-5'. 4___ ~ 31/2*i_- 7'-4" __1.2[ 51/Q 2'-31/8" ~ 6 -1 1 9. Use metal edge at all gypsun wallboard corners. Ensure factory edge or provide i metal edge trim where gypsum Nallboard meets a different material. 4 4 1 10. Provide exterlor grade 'C[X' sheathing under floors In wet locations. Provide L __ 2 41 0 ! ~ RAISED BARTOP .---4 6 cementltious board (Durock or qual) behind all tiled surfaces. Provide water-resistant A4,0/1 A _. *_ 7_ _ 1 . - - -- -- - --- 4- -- -- - ~27 ~Â¢ ty -r . PWDR - ~ '1-- A A4.0/ Issue: gypsum wallboard at all other vet ~ocalions. -- C j , \\ Construction CLOSET ROD & SHELF 1 L H MECHANICAL AND PLUMBING k J P --2-- C ki --- -\ 4-01 -Ii, FILE DRAWER 5 7 * Drawings 102 j '|'1 ROD & SHELF CLOSET ~ 22%Z':Z:75]9~W0UZZ%22. to comply with the Uniform Mechanical 42- -- 1 LINE OF w a , LOFT ABOVE I |9 Date: N 12. All plumbing materials ancequipment to comply with the Uniform Plumbing Code, GARAGE (i 115 ) ) MUD ROOM---< 1 %51/2'*___3'â‚¬ ~ PEDESTAL SINK g / / ~ GREAT ROOM 06.04.03 1997 edition, and all other appicable codes. <_110 ' -f 5 ---4 m +-e--+ i , / 13. Mechankal & plumbing contractor to provide design and Installation of heating system, and service and connections for all appliances and fxtures. ~ 31/2" 14. Coordinate installation of equipment with Electrical contractor. ~ 2Â»1 51/2" , -_ 2'-17 -5 1/2. --8'-0 }/2. 94.F 5 1/2" _ 10'-9 5/8"~ _ 1 5 vr~Â»--3.-7 3/8' t-- 6'-61/2.-. C> 15. Mechanical system: radiant heating stapled to underside of floor sheathing. Insulate ~ 1 floor cavity. Provide recirc. loop for hot water and second water heater for tub. ' 5 CO -101 T, A, I OPEN WOOD RAIL z- -- 1 4 ~ ~ (f j~I> ~ ELECTRICAL 6 LANDING 'x LO UTILITY -- 1: UNDER STAIR ABOVE STAIR 21 STORAGE 1 :27 1 16. Electrical materials and Installation to comply with the National Electric Code, 1999 T . , 118 3 (Ti*3 - 1 STONE HEARTH B StNK ~ ~~~12 32, -I--A- edition, and all other applicable oodes. . I. 24/9 - . f.-,--- 1 / 9 1 +1 1 FOYtR " C 17. Provide Installation and connections for all appliances, fixtures and equipment 1 4 1 ....,Â·- - FURNACE 1 462_ , 1 4 - A, 2 HANDRAIL T 4 -L...141 1 1 / requiring electrical service. 18. Power, lighting and smoke alarm location to comply with code requirements.= 3-_UTÂ¥TY ROOM CL. ~f .~~) ~- ~ ~ L j , / FIREPLACE : J 3 WOOD-BURNING Â¥ ~ 19. Coordinate requirements of Medianical equipment with Mechanical & plumbing 22 -1 - 1 contractor. + ( WH ~ 1 4 4--Â·- A41/5 4 _ 57-1 04 *A#.1/5 f. 109; M 1 1 11 .. a . 4- . I . . '/ fla-0~ *21 1 Â§ 41 1 \\ 9. or j SHE%VES - M * i wy 1 -Mi ~- Xtum =n 7/ 4 C HOSE _1 1 1 1 A BIBB 5 1/2----- 3'-6" __-5 1/2" 6'-1 1/2" . 1 __ 1'-2 1/84 1 / BIBB ... % PORCH 3 1[-I-14 Â® 0 1 L_-1 A i 74 1 1 ! 11'-00 . 606" 51/2" . , 3'-61/2" , 5'-8 3/4" 5,-9. 1, 4 51-9. i, 11'-64 ---------#1'4~4-- ---7:5 3147 . 39 UT-7245112&-_ 5'-1' , .5 1/2' 5'-0" , Â¥ >t' P'., 13 4.~. 1 C 247 , 10'-9 1/8- .22'-10 3/8" 12'-10 3/8'*__ 3 . 6'-7 ~~ 5'-0" ---4/ 10 - 814Â· ' B 1 1 MAIN FLOOR PLAN (32\ REE, Sheet Title: , 4 NORTH T~ ~j NORTH ~D MAIN FLOOR 1 /4" = 1'-0" PLAN j MAIN FLOOR: 1920 s.f. Sheet No: SECOND FLOOR: 740 s.f. TOTAL FINISHED: 2660 s.f. A2.0 GARAGE: 625 s.f. 2.ofil ARCHITECTUREP.C. :DZ X08 Z L908 opeJOIOj 'Mied sels3 L L908 OCIVMO-IOO d Sal.SE .Z/I 5- AkliNVd *~ 5 .h/I f-,t -'I onsefeIN ' . I APPROVAL I . , Compunity Development WINDOW OGMEDULE 4 ; T h , 1 , ,/ Â·t - â‚¬41 ai ID UNIT SIZE TYPE WINDOW HEIGHT LOCATION NOTES APProved By: A \ GnOGÂ» 44 First Floor _ 9,4 2 9 A _ (2) 2'-4' x 4'-e CASE-CASE , 6'-8. VARIES EEW IN BEDROOMS ' ~~.4 0 0 B 4'-0" x 2'-6' w/ AWNINb-FIXED 8'-6" GREAT ROOM 1 1 000 A-0" x 4'â‚¬ abv. IC 4'-0" x 7'-0" FIXED 8'.6- and 18'-0- GREAT ROOM SEE A3.0/2 D 8'-0" x 7'-0' ' FIXED 8'-6" GREAT ROOM E 4'-O" + 47 w/ CASE-FIXED-CASE _ ~ 6'-8" DINING 1'-6" x 4'-0" each side i ... a. IF . 4'-0" + 3'-0" w/ CASE-FIXED-CASE 16'-8" KITCHEN 1'-6" x 3'-0" each side U,1 G (2) 2'-0- x 40-0" CASE-CASE 6'-8' GARAGE - H (2) 2'-0' x 4'-0 FIXED-CASE J. 1 - 16'-8" _ _ GARAGE /GREAT ROOM a. H2 x 4'-0- CASE-FIXED - ~ 16'-8- GARAGE /UTILITY c Ill i iL- ,(2) 2-0' 3'-0- x 1 '-6" AWNING 6'-8" BATH OPAQUE GLASS , 57'-6" l Second Floor ~ 12'-6" 45'-0* J 2'-00 x 2'-8- FIXED 13'-8- abv First Floor GREAT ROOM ' ' 1 51/2" 4" K 4'-0" x 4'-6" FIXED 15'-6" abv First Floor GREAT ROOM 51/20 .. 12'-0 1/2" 51/r ~ y _~ 3'-6" 3'-6" 3 1/2" 4'-8 1/2" _-4-354 1/2" __*__ 4'-3~___4.-- - 7-1 1/r __ 10 1/20 46 11'411-_31-8 1/4"-..___-__8'-0 3/r_ Steve Lane, AIA L 8-0" x 5'-6-w/ FIXED-ARCHED 17'-0" abv First Floor GREAT ROOM WINDOW ABV = 1 8'-0" x 5'-6" abv ANDERSON SP801 vox: 970.586.9140 iM.. . _ 30-0" x 1'-6" w/ AWNING-FIXED {6'-8' MASTER,BEDROOM ~ ~ fax: 970.586.9149 4(~2(~9-< N 6'-0" x 4'-6" BAY .6480 ' MASTER BATH ANDERSON 30-C145-i DECK JETTED TUB IN rn 0 200" x 20-0" FIXED 6'-8" MASTER BATH - BASIS@charter.net .CERAMIC TILE DECK SOLID WU FOR 1-1 P__- (213'-0" x 3'-0' - . _ _ _ ~ ........ GARAGE ROOF ~ 4 PLUMBING, W 4 FIXED-FIXED - --j~~~~~ _--- ---~_ti----- MASTER BEDROOM ,~~ BELOW ~ ~ , 4/_.-LL \ 1 1 <N -1/ c 'F / GLASS BLOCK WALL,M> 14 1 0 412 Â© BASIS J i N Roof f 1 . Date: 6- i 5-93 , 0.< t -7- 1 04-n / EITHER SIDE L 1 Architecture, P.C. LO Q 7-0" x 4'-0" FIXED SKYLIGHT LOFT ANDERSON SK2446 -- d--Im--6--t --/4.. .", OR VELLUX EQUAL , -- -= -- k -i- - - - ----- - r,11 - VA4.0/2 ' 1 CERAMIC TILE SHOWER 200 1 --- ---- UNDER-COUNTER Il. WINDOW SIZES ARE NOMINAL - VERIFY R.O. SIZES IN FIELD. . 1 REFRIDGERATOR 2. PROVIDE CLEAR, HIGH STRENGTH, INSULATED LOW-E GLAZING. . 1 =91 SHIFT VENT TO AVOID - Ln N i .1 ' 1 t ; UPPER & LOWER , 44*h -â€¢ Â· J Ln HEADER, RE: FRAMING PLANS WET BAR ' ' 1 1 ~ w/ 'STEREO CAB.' DOORS 9 ' VERIFY BUILT-IN vs - I v . /4, 'Pr RE GOA,0<04 1 1 \Mi I DOOR AND FRAME SCHEDULE DRY~~ 1 r '14 z CABINET w/ OWNER .SE] 1 5' ..<Flk-+49 1 1 GAS FIREPLACE \0% R F ~ ' ~ VERIFY DIM. w/ . f 3 f ' i ~ EXTEND TO ROOF [\~ ~ ro .1 A ~ MASTER -1-- UNIT SELECrED 1 j f 37*TEVEN P. 10/3 - 'q~-/-1,+ ~--& Iff di:) DOOR FRAME FRAME 1 1 -6 4 BATH ~ MASTER I,KINÂ£!AWâ€¢/1*il ID SIZE MATERIAL SIZE MArL HARDWARE LOCATION NOTES 1 2 1 BEDROOM - U >Al 133339 /4 9 9 First Floor lor 'BORROW' '*4442:94067 LU 4,0/7 / 46 2 1 I -tÂ« .\''A .. i r.5 :t - J. - .1. '.- ,-----,-, LITES .f , gyl. 100 , 3'-0" x 6'-8" THERMATRU -46 9/16" WD. HW-1 ENTRY i . * INDUSTRIAL ~ 1 *trÂ»9.fz'.e wl 2'-00 x 6'-8" SIDELITE 9 GRADE CARPET , 4 1 F. t: + 1 1- 42" HIGH WALL TV CABINET 101 _ 2-8*6'-8 S.C. WD. 6 9/16' WD. 'HW-2 __ STORAGE 1 11 - 7 BELOW WINDOWS \ ''' -- , 1 . ,' POCKET DOOR 202 -_ I -'9'......I--- 102 7-6- x 6'-8" S.C. WD. 4 9/16" WD. HW-3 POWDER ' ~ r.,1 TO CLOSET 9 ,/' G 103 3'-0" x 6'-8- FULLLITE PATIO 6 9/le WD. .HW -1__ _ DINING / DECK 1 f 104 pr 3'-0- x 6'-8" S.C. VD. 4 9/16" WD. _ HW -4 BEDROOM #3 CL. BYPASS j ,/ ~;~ ' ~P~ Issue: 105 3'-0" x 6'-8- S.C. ND. 4 9/16' WD. HW-3 BEDROOM #3 A \/m 106 ._ 2'-6" x 6'-8" S.C. WD. HW-5 BEDROOM #3 / BATH POCKET ~ ATTIC / ~ 1 %f- . (Â»-/1 6 1 l ' 11-1 -01 L ft L i Construction 107 20-6- x 648" S.C. WVD. HW -5 _ BEDROOM #2 /BATH POCKET ~ STORAGE 1 3 --. ) 1 1/D . 108 - pr 7-6" x 6'-8- S.C. WD 4 9/16" WD. HW-4 BEDROOM #2/ CL. BYPASS * 1 L _ Ln*~ 1 .' 203, 11\ 6'-6 3/4" |. 1 94 4- * ~ i f 201 Drawings 109 3'-0" x 6'-8" S.C. WD. 6 9/16 WD. HW - 3 - BEDROOM #2 m ---- -- 9 - 4- k-Dl-W[.1 CARPET-4 f-Â© .. ... i r \ 110 pr 7-0" x 6'-8" S.C. WD. 4 9/16' 'WD HW - 4 HALL CLOSET BYPASS -- - _AA4.0/1 Date: 111 3 '-0" x 60-8" S.C. Wo 6 9/16" WD. HW - 2 ___ ENTRY / MUD ROOM 1 *1 , 1 4~2-- 1 1 ~ L FT -- 4 - 06.04.03 112 _ pr 24' x 6'40 S.C. WD. 6 9/18" WD. HW - 4 ENTRY/CLOSET BYPASS m SHELF ABOVE -~r--- ~ = j 110 _ pr K'-0- A 0'-0- 0,9, MD. 43/10. WD, MWÂ·4 MUD 11OOM GLOOCT BYMB ' * r - - - R OPEN TO Y -.It Q e 114 __3'-0" x 6'-8' S.C. WVD. - 4 9/16" WD. HW - 2 _ UTILITY ROOM I115 ; 3'-0" x 6'-8" H.M. -- 20 MIN. 6 9/16'WD. HW -1 GARAGE / MUD ROOM WEATHERSTRIP & i ~, ATTIC / STORAGE 5 1/2" _1_ #'-9" 3 1/2"}$ 4'-2J 3 UZ" 4 12'-9" 6'-61/20 ---70 BELOW 1 -t - ACCESS DOOR ~ 1 OPEN KAIL TO ~ SILL NOT REQ. 116 3'-0" x 6'-8" H.M. - INSUL. 69/16" WD. HW-1 GARAGE / EXTERIOR A 1 , M. CLOSET ' ~ ABOVE ~ BELOW ' ] SKYLIGHTS , GREAT ROOM 117 - 9'-0" x 7'-0~ - - STL. IINS. OH 6 9/16" WD. HW-6 GARAGE OVERHEAD 1 7.--: 1 P 118 _ 9'-0' x 7'-0" STL. IINS. OH 6 9/16" WD. HW-6 GARAGE OVERHEAD 'WHOLE HOUSE' 4 1- , 1 L _.. - 2 < 1 Rob & SHELF ,-/-' 36" HIGH CO 1 FAN IN ATTIC 1 t. OPEN RAIL Second Floor ___ 4 - - - *4-- - - - 1 200 6'-0' x 6'-8" CLAD) WOOD PATIO 6 9/160 WD. -,HW -1* -:BALCONY j 1 Ct OPEN RAIL- 451/2"_-_-he-- - .--6.-UT ___:.-_-8 1/2" _ ~ Fr .r w/ 3'-0' x 6'-8" OPERABLE PANEL ' ~ , A ~ ' 201 pr 3'-0- x 6'-8" FULL UTE WOOD 6 9/16" HW-7 .....4- 1 MASTER BEDROOM ~-- --- - - 1 4 -- - -- - 2-- E DN twD. - .t~ 1 ' 1-0" HEAD HEIGHT i rn 202 2'-8" x 6'-8" S.C. WD. 6 9/16" AWD. - HW -3 .=.L_~ MASTER BATH _ 6 4 1,- N I = 44 1 <1(> 203 2'-8" x 6'-8" S.C. WD. 1 HW - 5 1 MASTER CLOSET POCKET OFFSET FLUES TO PENETRATE OPEN TO 1 3 t- 4 - ---- O STAIR EDGE Â£ \ / 11 0 [204 pr 3'-0" x 6'-8- ,-S.C. WD. 69/16"_'WD. _ 'HW- 8 IF- LAUNDRY - BIFOLD ~ 1 --ROOF AS CLOSE TO RIDGE FOYER BELOW w p -12' k b Bl' HEAD HEIGHT ~ , h d 14 \ 1 @ BEARING WALL ~ . N AS POSSIBLE i 1 % 0 52 r A4.1/5. ---r - 7 ./ I 'L 1 41 CE I m HARDWARE SCHEDULE 1 -32-dR 6, E \ ... r -4 ----!HW-4- BYPASS is 1 1 .0 ~v> :=7 2 1 HEAVY DUTY BYPASS TRACK & HAR[ k OPEN RAIL - ID QUANTITY ITEM 1 ea /door FLUSH CUP PULL ~ _, J @ STAIR WT.,--.,~llr-1 - + .-.- 1 -- â€¢ HW -1-ENTRANCE W 0 1.5 pr Bul-T HINGES -_ HW -5-POCKET -_ -- *1 00 1 1 1 ENTRANCE LOCKSET 1 HEAVY DUTY POCKET DOOR TRACK â€¢ PORCH ROOF _ * PASSAGE SET AT DOOR 200 1 POCKET DOOR LATCH BELOW --- --- --- --- - -- -- --- -- - -+0" .__2'-31/25 24 1/24 SINGLE CYLINDER DEADBOLT 4 , 1 WEATHERSTRIP HW -6-OVERHEAD - ML - - 1 1 1 . 1 ~ INTEGRAL DOOR SWEEP 1 GARAGE DOOR TRACK & OPENER .r -i - -- r d . CONTINUOUS METAL SILL [ 1 k'~~~ WALL BUMPER HW -7-FRENCH ~ li (Â§ .0-- BUTT HINGES _- 4 , 3 pr HW -2- PASSAGE 1 PRIVACY LOCKSET 1.5 pr _ 1 BUTT HINGES _ _ _ - _ - --- .DUMMY TRIM (INACTIVE LEAF) _ 4 1 4 1 PASSAGESET LE. _ 1 pr ._- FLUSH BOLTS (INACTIVE LEAF) 1 1.1- - WALL BUMPER 2 WALL BUMPERS 4 > t- - < 4 * Sheet Title: k HW -8- BIFOLD HW -3-PRIVACY 3-- _- -_- _.__ 1.5 pr BUTT HINGES . _ ,1 HEAVY DUTY BIFOLD DOOR TRACK LOFT FLOOR 1 2nd FLOOR PLAN ~'~~t REF. 1 ' ~ PRIVACY LOCKSET ! ~ 1.5 pr /door ~ __.__ BUTT HINGES -. Â· WALL BUMPER 1 / door . PULL PLAN NORTH<-~ NORTH ~~ Sheet No: 1 /4" = 1' -0" A2.1 r:th<,b.i-' 4:41-: a. of m 1 D ARCHITE C,:TU RE P. C. L:909 00 .,Z/I 5 2 X908 opeJOIOO ' M ed sels3 1 0 ~ CEDAR SHINGLE CHIMNEY FOR DIRECT ~r--- VENT GAS FIREPLACE 1\,L /-- ACCENT @ GABLE ,~ IN MASTER BEDROOM l. -t Â·, 94\ id 10 i 4 AIA 5.9140 49149 er. net S , P.C. ') 04)) 60 tion VG DNS 0 L L908 OCIVMO '>IMVd Salsa .. ./. , i ,â€¢nn r.nt, inint, 'u //2 i ecne-~ .41,4..G'.:.' "4 A.... 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'n IS L ARCHITECTUREP.C. . a.4% I LIcno n,Iwum-,rv, 'uuw., e. , 01 0â‚¬~3~~~3%, . , .2 , 419''irt'-l K #*&4 .- 1 0 ID. 4 ir:.'P~ /'I : . .. 4 8 t. tr ' I 94* I - : e D . i 1 ... 4 . I . . 1 4 .. .. : ID - ..t. â€ž0t... 0 1 . 4 1 *,..'fir m ... a k :.D 1 : 1 . e l. . . .. r'>4 . I:'. A e ..4. 1 ...I,9-7 ' 1 . 1 0 1 0 el :.0 â€¢ L 1 . . 1 :.. .... .. , ..1 D :. 0 .- 1 0. A A 1:/ ir- , 0 .... A .. .. . 0 1 .... 4. ... .... i, 6 1. 0 f . I - . D. .. , 1. 1. 1 ... , 4 %29 1 k6 'It ; -1 21' 0, -LO,0 :Â·Â¥ d ke P - .. g . 1 . 701 NE.1 0 -, . .4 4 4/ I "lf ' it ' '4.*' i., 0/ 0/4 * i. . ,% /i, f 2,Â· ..,p 4 2.11' 1 ~ â€žI'llj 1. A. '4//7 1 ./; ~ ~Ri' 1 2 ,/ ' 6/4 -4,.1 m L . /. -' .-â€¢v Z' 4 ' 0 ./ f: Illt : . 1*1.1.. 4 '/4 ' 4 1. N ... -'/Â·. 'el $ 1 3.Â¥. ,. tr -Â° 6:Â·Â£ 3 9 11 , 1 1 Â·f,9,4 . '* 1 .. 47 .. . - Â·AP' I: 1 , I 7 1 .. 2,4,4, .~ r ... I . evt: ' V . P I ...â€¢ 0 0 00 .. 0. I .. ... 0 ., Â¥/1 - 441* A . '4 9,<tÂ· -- a 13 *f . p A A~ 15~ 2,221 41 42 / 1 .1 ... ' ' ' 1 1 f.. 5 1 1 1,117 b,LA.; 1 .12*~~4~1Â·1"' r.1.,11'~4..1.~r..1., . 1. *Le L. 17 1 .7421 1 1 ~'! 1 15ij', ,.69~j~;~Â·, 1 , 1 , i: ;F. ~ 1 ~1 L 1 1-4-i.~; 2-1,-*TL.Â·4L,JIA s- - tr' ~ 14' ''Ill 1 111 1 .. U ~F I.r:1.4-0!. rl:.1 21.9-1 . t'- 211,/1 14.3114 .I t 1.~. ik, 1.1 , . T.T.J-12-Trn..r-r . 51,-' '-'--, ,1-4:T+CF i-4,*-Aj-:1,4744:~Â·",4Â·:-rJ.. .0 1 11 .,9,4086 T 1.~-~1~~-t>'~~j~~! 35~ RE: 52.3 1 I r 1.-r..., 0 4111,-14 44441,1 . CAL-4 1.1,4, 1 1441- .ri.+1. T.0. Beam Xy - \ _2*12 ROOF Â· ~ i .7 -9' ri-1.rll *T-7-~-7-GAS FIREPLACE - ~, tT.1 0 1 - L.-i.TY--,1+ /~ I,, r- \ ><. FRAMING J I~~ 1,-1-Â·~ -T-~ ;- 4, Â£Â·.lrfr: tr L, !-rt-r'-Â·~4,1 rir -1-,Â·Â· I Â£71, ; EL: 125' - 2 1/2Â· 4. 9 1 7-rrâ€¢fi 1 1 1,44.rt-,Tli,11, 7, / NO 1(&7171-471T&-,74' Itil7171.3-11 RE: ELEVATIONS 1 1 r 4>/ . - 4 --' r.1.rr~rlrk GLi'.LT j '41.1,1. .1-I.. ~,1444.44! 141 .' 4.4- =U] ~.... ' ~ TI ~..11 L... .. 4,-1.-,2. ~. . r. .;.11.--.T ; 1~ M 5 3 It ~ 111 444 1 -1-125Â© 1 1 I r i 1 .1 1 / L.~ 1. -iv }_..-1-~f1~1~17r~~FZ~1~1 F'llff,T,~! 1-i 'f- 1 -' .- V / 5/8" GYP BOARD ~ 13103* 111 412 ROOF FRAMING _Ii!32' "'- 41/3-'-- 7- CEILINGS, TYP. 1 7- 1-17 1.j/~1--L .- i X -1 L =r .1 00 '1 .f.,Zil'lf.L,_Ll.1~3:1Â«1-2 -Â·111 '-1-1,111~-1.13- / 1 mo 1 ..LA-1.1-~4.2 i.4 i#LJT L.J..4, 1-~.~ t _...,,L MASTER 1 \r Â· . 11 ~11.941"-1 1 4- 1 4 9-r! ril 4 1,-3" EAVES@'- /5 I - ' BEDROOM , LVL HEADER MASTER T.0. Wall - M. Bedroom X37 b EL: 118' - 2 7/8" * ~ 12 0- SaSSO# TRUSSES -1 ~,1-*-r- 1 - INFILL FRAMING BATH 1 1, 1 ,_~. GABLE.,~4. - '. 2,16 STUD * A' RAKE WALL -7 to --- - - f * 11 1 11 MI 11 11 11 5 4 4 1 CLERESTORY ~~~~~~ WINDOWS BELOW ~ 2x6 STUD . '~ f 3/4" OSB FLOOR / \ // _ 1/2* PLYWOOD 2x6 EAVE EXTENSIONS RAKEWALL SHEATHING ON 4 ~ ,// / SHEATHING ' - GLU-LAM BEAM - 11 7/8" TJI JOIETS 1 0 ,/ 7-7 TYP. RE: 52.2 ~\ - r Second Floor X37 Vt Y _ - _ . EL: 110' - 1 3/4" Steve Lane, AIA T.0. Wall K7 GREAT ROOM LOG COLUMN BY MANUFACTURER, - BEYOND \N FLAT BOTTOM TRUSSES - EL: 109' - 1 1/8" BEYOND ~\ h - '- = CERAMIC TILE 3* JETTED TUB IN j 7 T.O. Wall X7 vox: 970.586.9140 MAXIMZE OPEN SPACE 4 1/2' GY' BOARD CELINGS - SHOWER CERAMIC TILE DECK EL: 109' - 1 1/8" WOOD BURNING @ MAIh LEVEL, TYP. - - - - - fax: 970.586.9149 STO,~'Â©2 - - , VERIFY EXTENT OF KITCHEN ' ---- BEDROOM #3 BATH BASIS@charter.net STONE & MANTI F 1 LINE OF FOUNDATION DESIGN w/ OWNER-~-- _ - r WALL BEYOND 1 , O BASIS I z~ 1 ' = e= LE Architecture, P.C. SLOPE SLAB +/- 2% _ Main Floor N7 b , 7 - Main Floor X~7 4 1 EL: 100 - O" EL: 100' - O" -- 1 , 1 KITCHEN COUNTER TJI FRAMING w/ TUB SHOWER / > 1 ROLL SLAB EDGE . U 3/4" OSB FLOOR IN BATH @ DOORS, TYP. L.SL RIMBOARD 1 - w/ RAISED BARTOP 1_1 0 COUNTER ~ SHEAâ„¢ING L _ -1 L _ -1 1 6. 3 BUILDING SECTION 2 BUILDING SECTION ~DARCH'C 1 / 4" = 4 1 All 1 /4 It - 1 1 All -1-U Issue: Construction Drawings . lilli=- - =1111 11 N 11 11 11 1 " H _ Date: H 4 11 - 11 i 06.04.03 14' F !' 11 9 91 - - 1 1 ] flint 11 il I i d il IL specs rer:,t 11 1 1 11 Il ii I 11 1 11 H 11 ..6 <Jrâ‚¬ l Ej , BOTTOMEHORD @ MASTER BDRM. SOFFIT i \\ b \ BATT-INSUL. @ 'BORROW UTE' /2 ENGINEERED -%..mrn&&1/,-iab k, -7 /'.sped-â€ž04 1 - J < SCISSOR TRUSSESÂ« 1 1 11 11 11 , LAUNDRY MASTER 5/8" GYP BOARD 4 ] SCISSOR TRUSSE~ i CEILINGS, TYP. CLOSET LOFT WINDOWS ./1/ i \ CLERESTORY 1 ' T.O. Great Room Wall N-7 , / /1 D \ BATT-INSUL. OPEN RAIL EL: 114' - 8" O %1 NO CEILING -j @ LOFT ' TRUSSES DESIGNED IN CAVITY j - - FOR LIGHT STORAGE GLU-LAM BEAM - ATTIC / STORAGE ~ CEWT~XO~NOK~~ts ==== . I i ~ RE: S2.2 - _ - Second Floor X57 . 1.9 1 = - CHAMFER TOP OF LOG POST, EL: 110' - 1 3/4" - T.O. POST 2' BELOW T.O. BEAM 0 1% - FLAT BOTTOM HALL DOOR TO KITCHEN 12"LOG 1 6) (D -32 U â‚¬ 2 TRUSSES OVER GARAGE TJI BLOCKING f ' BDRM #3 BEYOND_ ,~ Â« POSTS ' GARAGE . ~ â€ž -eNDER WALL Â· -- - 1 e m m V.14 e DOOR TO 1 POWDER _ 5 0- - 1 . EXTERIOR DOOR g .C -U) 67'â„¢r Â· TO STEPS BEYOND \. __~ CLOSET ~- - ~: ..0 91- a) .*20. --Â¥ 1 11 O U) .24 CONC. SLAB ON GRADE BEDROOM #2 I DINING ROOM i II J LU r 4 Main Floor V - 1 4 ' EL: 100' - O" -29- ~ Sheet Title: 2724 7 - BEAM, RE: 52.1 TJI BLOCKING UNDER ./~ - RAISED BARTOP ~ TJI FRAMING w/ .v HANGER JOISTS -- COLUMN & CONC COUNTER w/- BUILDING ' 3/4" OSB FLOOR 1 LSL RIMBOARD J ON CONC. WALL BEARING WALL, TYP. 39 PAD, BEYOND - RANGE BEHIND SHEATHING . Â·Pr.A x Â·, . AKA O L _ J L - _1 L _ 2 SECTIONS Sheet No: I 1 BUILDING SECTION A4.0 ,/ I 1/4 11 - 1 1 E ofll- i j -1-V 3. N r 4, A R C H I T E C T U RE P. C. 4 1 d 931$3 Z L 908 OpeJOIOO 5 1/272--Fl__ -- -,------7 -11-1 0~ 3'-6" , 7 TR~S|@10 1/r - 6'-1 1/11 1 -L_ 1 1'-7 1/2". i RIDGE VENT , ENGINEERED SCISSOR TRUSS 44,< 2311 1 1/1/,/ 11 STICK-FRAMED ROOF OVER # / A MASTER SUITE, RE: 52.3 11 IJÂ« 1 1 LINE OF RIDGE 117 / 1 N / h 2(-f-f 14 -- 1 54 1 . / / FLOORHEADER ~ ~& BEAM IN FRONT - 6 - RE: FUMING PLANS -- e VALLEY GABLE OVER %4 3Â§ BE SELE<IrED ----~ ~ /~/~~- - ' @24" o.c., 5/8 , p - RE,1-1- / i '1 - 1 2*6 CEILIN RAFTER / MASTER SUITE OPEN RAIL TO 1 1-- --- . //2 / / Â· ,' I BOARD CEIUNG 1 p q~i ~~ BY OWNER i k /0 // 4 -/1/ ?, 1 1 1 , ~ 5 1/8" x 9" GLU-LAM -- OPEN RAIL -\ \l / ENGINEERED SCISSOR TRUSS, \ 1 FALSE RIDGE BEAM al< d ~--- TO FOYER ..mt BATT-INSUL IN CAVITY, NO CEILING 1,% A ~4 1 1 - OPEN RAIL TO BE N t&rT Illirl 11 iii - / SELECTED BY OWNER - DOOR TO OPTION: DELETE SCISSOR TRUSS & 111 64' ~ / ; FLOOR FRAMING, PROVIDE ATTIC TRUSS j~ MASTER BATH bilit h $0 & A j Z L908 oa USERS @ 75/8" = 5'-0 3/4" ..../ . 0 A . 0. 1 . -- 0 , 0 e 0 : ... 4 . .1 :... ..... D... 0 :00 1 1 '!46." : 0 I. D . D. 0... AA .0 .... ji ?94 . I . : 0 . :A . .1 I . :00 -- I . 0 1 :04 ; : D... â€¢â€ž f 1 ... . 1, 1 ;4.,t le. : 4 0 A- . A- 0 "ha~ 0 0 A- .... *3~IZE,~7 ./ A 0 :Ve C . 0 . . . D . ... . 1 ..0 1 Addilill'll' 1. 1, 1 . I. 1 A#....A . ., :.0.lepmÂ¥~ .. .1 . . :14.0.~ .. D . .. ./. t4 44Â·r 0 .. 0 .... .. : .D f 0 .. .... 0 . 0. . . . illi In f : 0 I li 0 . .... .. .: . m. I 441 1. a , I 0 1 ..0 .I . 0 .. 0 0 .. 0 .. *,t- ' .. I . . .. .1 0 . A . 1 A A : 0, : .D . 1 0 I . 1* 0 I . 071 ...... .. D +M .: .... . lA*f :.. Â£ k I. . . I ... .... .. 4,4 : 2 9% - .t eÂ· 1%14 4* -- 01 1 11 1 ./.1... ... : , I :. D ... .:... . 0 4 4 . iNL - - Y kÂ·-p - - .. .. AA 1 A A 1 - Â»I A. 1. ' I - ...r./.: 1/2- DLM x 10" ANCHOR * 1/2" DIA x 10" ANCHOR BOLT @ 4'-0" o.c -1 , . BOLT @ 4'-0. o.c. ~ h M P.T. MUDSILL ' :CM 2*6 P.T. MUDSIU W/ SILL GASKET -1 W/ FOAM SIU, GASKET ~~ O 00 FINISH GRADE -~z=---- N 93 FINISH GRADE - . go f %8 ~~- #4 VERT. @ 4'-0. o.c. - 1 4 ---F- #4 VERT. @ 4'-00 o.c. ------~~~~~~| OO ~ CONT. # 4 HORIZ, ~ CONT. #4 HORIZ, 1 TYP. OF 3 \ EQUALLY SPACED __~/ 0 ift EXP. ]OINT \ EQUALLY SPACED - 1 \ 1 HORIZ. /18" Â»D 1 HORIZ. /18" \~ WALL HEIGHT 1 AC~ WALL HEIGHT ~ a: < bAMPPROOFING --- r--- 4" REINF. CONC. SLAB *APPROOFING - ~ Q 1 #4 DOWEL 1 #4 DOWEL j 1 * 4'-0" o.c. --i * 4'-0" o.c. 4 +0" x 6" 1 *0' x 6" 2-- 8"x16" FbOTING - ** Li 8"xl 6" FharING - Â£- 1 0 1/0- M LU 4 - 7-1 1/2.- - -----/-2--- 8'-3 3/4" 31/4" ;., DRAIN HIE 2 ~ DRAIN TILE -~ L- UNDISTURBED SOIL ~ ~ Steve Lane, AIA 16" DIA. CONC. 24 L-- UNDISTURBED SOIL 1 -#4 CONT. ----~ 1- #4(IMT.-----~ TO 6" ABOVE GRADE-~ PROV. 3 -#4 BARS 1 DETAIL @ GARAGE WALL DETAIL @ TYP. WALL VERT, TYP.OF 5 [- -* --] r- - 1 r.. f . -1 vox: 970.586.9140 1 CJ I . L _ _.-1 L _ u fax: 970.586.9149 t 3/4" = 1'- 0" 3/4" = 1' - 0" L_-1 41 r.- -- -1 1 - ' BASIS@charter.net < ... 1 4/ 1 4x4 CONC. L _ , L_ 2 Â© BASIS EXIST. GRADE = 97-7' +/---7 81'-6"N . 1 , Architecture, P.C. SLAB AT DOOR -* M k r 45'-0" _ . 14 L. --~-- 24'-0" 12'-6" < [T.O. WALL =984-9 7/8"] 4-- ' 3< 1 1 - .-4 n V M.0/2 I I Ci ROLLED EDGE A4.0/2 Â¥~ --- -1 ' - ~= -- =- -L ( T,O. FOOTING = 94' - 9 7/8") 6 1 / 1 1\ ,-- EXIST. GRADE = 99'-0" +/- AT DOOR , 1 FOOTING AND FOUNDATION NOTES : b./ ~ / 4 6 - EXIST. GRADE :Â»4 1 1-- STEPT.O. WALL tSTEP FOOTING --4 4 2 [ T.0. WALL= 100' - 4 1/2" 1 [ T.0. WALL = 99' - 9 3/4" 1 , 1 N 01 FOUNDATION DESIGN [ 1 Ch , b n j__ T I KtfIEV~ p. 1 . B i,4 - lit[UA #41'*)) 1. Design of footings is based upon an assumed allowable soil bearing pressure of ' C T.6. FOOTING= 97 -3 3/40) 7*- ( T.O. FOOTING = 97 - 3 3/4" ) 501 2,500 pounds per square foot. t 1 4 \ I t# 4 41 6 1 11 0 Z 2. Footing elevations indicated are based upon surveyed grades with a tolerance of IN . ~ T.O. SLAB \ i ' ~ E m B5339 / 1 1--. STEP FOOTING - STEP FOOTING +/- (6) six Inches. The contractor shall ensure depth of footing excavation is sufficient AT WALL = ; L STEP T.0Â· WALL 1 1 1 3@ \- i L fo'03407 to ensure placement of footings on natural, undisturbed soil or bedrock and below ~i-- STEP T.O. WALL 100'-4 U2. +/- frost depth of 30-inches. 1 ; U 3. Provide oontinuous reinfordng at footing and wall steps aid as indicated. I. W FL+7 1 0, REINFORCED CONRETE 1 I E- 7 4. All structural concrete shall develop a minimum 28-day colpressive strength of 1, Issue: 3000 psi. . 1 M IT-8 3/4" 17'-6" l-1 -4 .-1 13'-6. 13'-1 1/4- 8. 5. Place ooncrete continuously without horizontal cold joints. - - | El T.O. Slab .- *Fil l Lf= 1 Construction 4 k, I Drawings REINFORCING STEEL Â· 24- 1 EL: Varies 1 52 -1--1 1 1 1 2 m ' k 0, 1 1 bl L ._ .-1 1 Date: 6. All detailing, fabrication and placement of reinforcing steel shall be in accordance 8 11 4Â» CONC. SLAB ON GRADE, Â£ $ T 1 j 4 06.04.03 with the "Manual of Standard Practice for Detailing Reinforced Concrete Structures" - - O REINFORCE WITH 6*6 It e Aa 315. 4 4 . 2 1.4WFxl.4WF WELDED * z 7. All reinforcing shall be deformed bars conforming to ASTM A-615, Grade 60, *% 42 . WIRE MESH AT MID-DEPTH, P , . 11 except ties, which shall be deformed bars, Grade 40. STEP FOOTING 1-2-4 - tl _ AM.0/1 8. At splices in reinforcing, lap bars 36 diameters. At corners, make horizontal bars M.0/1 A.- __ ..__ ~ ~ _ __ SLAB ELEV. = lpO' - 00 - ---01 -- -- -- - -- ~ ~ 1 6 ~~r~n~. Ab~r~as indicated on drawings. - w - 4 tz- - H -1 4 6 1 1 10. Horizontal reinforcing: place bars as indicated or ~ 36" x 36" x 10" PAD - FOOTING, TYP OF 6, 11. Minimum concrete protecbon for reinforcing shall be in accordance with ACI 318-89 and as follows, u.o.n. PROV. 4 -#4 BARS 1 -.1 1 i EA. WAY 1*I Concrete poured against earth: f---1 1 Concrete in forms: 2-inches i k L_ _1 L + Â· _3 4 1 i Slabs. 3/+inch / 12. Welded-wire fabric shall conform to ASTM spedfication A-185, Grade 65 and shall 1 T.O. SLAB /C M i [ 1 :9446- be lapped one full mesh at side and end splices and wired together. 4 AT DOOR = I - --1 13. Provide all accessories neccessary to support reinforcing. All reinforcing shall be ~--- @TW' T,91 YYAU 100'-0" +/- '21Â¢84Â· Md Commly IM NON, 00:Itlon IM MeSFMMO WIth Aa ]11 . 14. All bolts (induding anchor bolts) shall comply with ASTM A307. Structural steel l r- STEP FOOTING - - STEP T.O. WALL 4 members, Induding plates and angles, shall be ASTM A36. Anchor bolts shall be spaoed as detailed, but not more than (1) one foot from corners. 1 .// [T.O. WALL = 109-00] 05 T 2 - DRAINAGE and BACKFILLING I 1 1 1 1 90 0 (T.O. FOOTING =97 -3 3/4") 1 ~ 11 15:Provide a 4 inch diameter perforated PVC footing drainpipe at perimeter of 1 STEP FOOTING ~. - STEP T.O. WALL - 12 1 BEAM POCKET, foundation. Surround pipe with minimum 12-inches of washed, rounded gravel, T.O. SLAB minimum size 3/+inch diameter. Drain to daylight. 9 , .-AT DOOR= A A4.1/5 16. Damproof exterior walls with emulsified asphalt damproofing. 99'-10 3/8.1 +/- 1 [T.O. WALL =99 -93/4â€¢ 1 _ _ _ _ 4 - - _ 1 -j - , 2--- --~ 0-M 17. Ensure a minimum 2% perimeter grade slope away from the building on all sides. U U 'U 18. Backfill equally on both sides of walls in 12-inch vertical lifts. Compact backfill L , 6 under exterior and interior slabs. Do not bad<fill foundation walls greater than 4-feet * )>< C T.O. FOOTING = 97 - 3 3/4" ) ~ 6 ~ high unless braced by floor system or other approved bradng method. \. _ EXIST. GRADE = 102'-00 +/- , i CONC. SLAB ON GRADE, 37 ' 19. Aggregate base under slab to be +inches washed pea gravel - 3/8-Inch minimum FINISH GRADE = RE SITE PLAN EXIST. GRADE = 100'-11" 44- __/ 4 4" STAMPED, COLORED 57 T.O, Slab I 0Â¢ 2 to 3/+inch maximum diameter. FINISH GRADE = 100'-O- 9 CONCRETE EL: 100' -0" - x ~ EXIST. GRADE = i." +~ SPECIFICATIONS 24'-0" , 9-8 3/4"i 1'-6" -11'-6" ~ 11'-6" 1'-6" 10'-91/4" ~ ~, 6'-0" ~ 5'-0" / 1 1, I , i 4 20. Footing tolerance = width: +/- 1/2-inch; thickness: +/- 1/2-inch; level: +/- 1/4-Inch in 30 feet; square: +/- 1/2-inch in 20 feet. 1 9 1 1 1 4- -7 - ~ ~ STEPS SUBJECT TO ( T.O. FOOTING = XX' - X") 21. Foundation wall tolerance = level: +/- 1/4-inch in 30 feet; square: 1/2-inch in 20 1 F. - A FOOTING AND WALL [ T.O. WALL = )0(' -r] m -5 Iii feet; plumb 1/+inch in 8 feet. 1 22. Slab on grade tollerance = level: +/- 1/4-inch in 10 feet, +/- 3/4-inch in overall * ~ 0 CHANGE ACCORDING TO maximum. 23. All concrete shall have a maximum slump of 5-inches. Concrete shall be rodded or FIELD CONDmONS, VERIFY W/ GENERAL vibrated to eliminate "honeycombing". 4 7.. v 74" v 17" CONTRACTOR Sheet Title: Â£ THICKENED SLÂ¥ < 12" ROOLED EDGE -/ 3 4. EDGE, PROV. m FOUNDATION 2 -#4 BARS 4 EA. WAY, 1 + PLAN TYP. OF 3 1 FOUNDATION PLAN Sheet No: 1 /4" = 1'-0" S2.0 REF. NORTH NORTH ~~ ~lof 11 ARCHITECTUREP.C. FÂ·. I '1 .44 [ .8/Z 6 -,86 = T~VAA '0'1 ] C ..8/L 6 - ,5= SNI1003 '01) 2 L908 opefoloo '>ped sal 46 4 4, 1 p 4 , ' 652 1, STRUCTURAL. FRAMING NOTES .4 k STRUCTURAL STEEL SIMPSON LU26 ,/ - HANGERS, TYP 1. Structural steel members, induding plates and angles, shall conform to i m ASTM A36. All bolts, induding anchor bolts, shall be ASTM A307. (2) 2xl0s (FLUSH) , 2. Structural steel shall be detailed and fabricated In accordance with the AISC - -- ---- -- Ill-#--- - --4 Ii- - 91 Manual for Steel Construction, current edition. 1 STRUCTURAL WOOD FRAMING 1 2x6 REDWOOD i Steve Lane, AIA | DEa<ING i'!1 3. Provide temporary bradng to withstand all constniction and wind loads until ' vox: 970.586.9140 P.T. 2xts@ 16" o.c. .1 all field connections are completed. 4. All 2-inch framing and truss lumber shall be dry (max moisture content = â€¢ fax: 970.586.9149 19%) Hem-fir No. 2 or better, graded by Western Wood Products 3 2 11 Assodation, unless otherwise noted. Solid timber beams and posts shall be ~: 1 1 1 1 1 1 ; 1 3 , ill Douglas Fir-larch No. 1 or better. BASIS@charter.net 5. All studs shall be Hem-fir No.2 or better. Top and bottom plates to be * 4 4 l 1 , 2xS LEDGER x ; O BASIS 1 1 1 1 . 1; 1 lili Hem-fir No. 2 or better. Wall studs shall be continuous from floor to bearing 4 r Architecture, P.C. elevation. 4 6. Within floor joist cavities beneath solid orbuilt-up columns, provide squash -' ..4 A4.0/2 V - - - i -- DOUBLE T JI JOISTS UNDER + ' -"- '- - a -*4)2. blocking of area equivalent to area of column above. i 7. Provide fire-blocks per U.B.C. Section 708. POINT LOAD ABOVE, 1 1 ~fU'STIFFENERS 1 --1 8. Fasten wood members with common nails according to the requirements 11 listed in the U.B.C Nailing Schedule, Table 23-11-B-1. Anchor engineered * Â· 1 ~ I J I " ~ ---- - - wood joists to supports with framing anchors indicated. 9. All exterior walls to be 2*6 studs @ 16"0.c.unless otherwise noted. All <- 1 4, I 1 posts for headers In exterlor walls shall be two (2) trim studs plus king studs 8 -4 - -- 1 -- - 1[ - --- - equal to half the number of studs Interrupted by the header. 1 11 10. All multiple member beams, header, and posts shall be glued and Mailed -- --- 053 together, unless otherwise noted. All posts for beams shall be multiple studs to ' equal or exoeed the width of the member, u.o. n. - -- f ------- | -- ~~ | //CR .N 11. All plates and sills for exterior and interior walls rising on concrete slhall be i Â® L-_' treated wood. Provide sill gasket at exterior locations. Columns and posts 1 1 1 11 - COLUMN BELOW i Ii* <-r TYP. ~68*3339 ~ located or concrete pads shall be treated wood unless a pedestal conforming 1 + / to U.B.C. Secbons 2306.5 is used. HANGER JOISTS 3/4"TaG EXP l 12. Anchor roof framing to suppolts with minimum 18ga galvanized frarming SIMPSON ITT --n ~ OSB FLOOR anchors, or as noted. SHEATHING 3511.88, TYP. '\\ l 13. A Professional Engineer, registered in the State of Colorado, shall design ~ ~ 4- - roof trusses, if any, to support all applicable loads, induding full uniform live and |-- ~ - - - ~ - , --- 1 dead loads and superimposed loads. The Fabricator shall determine web POST ABOVE POST ABOVE 4 Â®_f-- & BELOW l I F Trp. - Issue: 0 ~00Eent and member forces. Stresses shall not exceed those alloved in ~ _ . U .- 1--- .. . -f.. 16 10 2 14. Truss manufacturer shall specify and provide all truss to truss connedlens @ and wind anchors. 1 1 , 41 A. (4) 13/4" x 117/8" INL 93 Â· I B Gonotrwgtlen 15. Provide bradng and bridging for stabitty of trusses per the fabricatoes -Ile _ __AM.0/ Drawings 1-1- recommendations. A4.0/IAL-- -- - - - - - - -- ~- - =-- -- - - - -- - - -- -- - - - =92 415 - -. --- --- - - ~'5~ - - - %5 - FLOOR AND WALL SHEATHING - in o Date: i Pilo ./ = -- - 1= 06.04.03 16. Wood sheathIng materials and installation shall comply with the ~ -64. -416 '. - 216 10 SE 019 , ST recommendations of the American Plywood Association. Each panel shall be R identified with Ute grade-trademark of the APA and shall meet the requirements - - -- ~~ 3" DIA. SCH. 40 [ |- |~ -- - 1 1 -1 of U.S. Products Standard PS - 1 for plywood. c STL PIPE COL. 17. Glue all floor sheathing to floor joists with adhesive conforming to U.B.C. ~ - 1 1- BELOW, Typ OF 6 5 1% -----,--â€ž f P ..'... .....-WL. .J'... Standard No. 25 -191 Attach floor sheathing with 8d ring -shank nails @ 11 , 6-inches o.c. at panel edges and 12-inches o.c at intermediate supports. 1 18. Fasten wall sheathing to exterior side of exterior walls with 8(1 nails or ; 1 approved equal at 6" o.c. 19. Sheath the Interior side of exterlor walls with 1/2-inch regular gypsum LINE OF ' 1 ~ i 1 49 1 1 -_. -- wallboard. Faster, with 5d wallboard nalls, or 1 1/4-inch no. 6 type S or W GARAGE WALL 7 1- ----9 1 --, .-- - drywall screws in accordance U.B.C. Table 25-G, using 6-inch o.c. framing spadng guidelines. DOUBLE JOIST UNDER 20. Sheath both sides of interior stud partitions with 1/2-inch gypsurn | 1 ~. WALL ABOVE, PROV. WEB 1 1 wallboard, unless otherwise noted. Attach wallboard to studs with 5d cooler ~---- - 1--- - - - - -' STIFFENERS BENEATH ~ f ~~ - - - - -- - - nails at 7-inches o.c. POINT LOADS _ 1 STRUCTURAL GLUED-LAMINATED TIMBER 21. Materials, manufacturer and quality control shall be in conformance with 1 - - - -- A4.1/5 A____f -_.1-I=LI-RE --1 - 1- --â€¢A#.1/5 0 %1 American National Standard ANSI/AITC A190.1-1992. 22. Lumber shall be stress graded to provide members with AITC combination symbols 24F-V4 for simple spans. Install 24F-V4 members such that tension k 4 z 1 4 - - h 9 ii .2 5' side is on the bottom. 23. All members shall be Architectural Appearance Grade. 24. Adhesives shall meet the requirements for wet conditions of service, PO O where required. 25. All members shall have zero camber. 6 SPECIFICATIONS .4 .~ 1- 1 1 ~ MAIN FLOOR FRAMING 161 (0 (0 26. Floor level tolerance = width: +/- 1/2-inch 24 feet. 27. Wall tolerance = level: +/-1/4-inch plumb in 8 feet. 1 28. Rough opening tolerance = +/-1/4-inch of actual dimensions. 1 /4" = 1'- 0" , .. 91- 33 29. Door and window Installation tolerance = +/-1/8-Inch off plumb, t +/-1/8-inch out of square. All exterior doors shall be installed plumb and I square with no wracking. G t< -M 1 1 C-JA REF. 4 4 NORTH Kul/ NORTH ~ 0 ~i LU 3 4 1 M ./ 2 f , Sheet Title: 1 st FLOOR FRAMING PLAN Sheet No: , S2.1 ~- of_[~ ARCHITECTUREP.C. 01 + Eis L t908 Oavkloloo Â¥ d $31$3 tz'Z xog Z L 908 OP .. P:* -- U . - U a. 0 0 53 0 ii 2* f D Â¢ a: % 4 fo Ul SIMPSON LU26 REDWOOD 1- MANGERS, TYP. (2) 2)(8s (FLUSH) . 2x6 REDWOOD 2x85 @ 16" o.c. vox: 970.586.9140 -utuumu ' 1 Steve Lane, AIA 4 0) 2*10's OR (2) 2)(12's I .1 2x8 LEDGER TYPICAL HEADER: . 2x6 EAVE r -Â·Â·Â·-- Â·- ----)./.- IÂ·----IÂ·/*- -Â·Â·~-*-- ---Â· : 1 --..r-'-i- _ I. '. . - 11'! ~| ~ 1 | | | fax: 970.586.9149 ~/ ~ (2) 2x18, U.O.N. ~' EXTENSIONS r.---Â·-- *------ T - -"~ - ---- - ~~ BASIS@charter.net 14.0/2 V It - V A4.0/ 1 //Iii + 7/1 , A , O BASIS 1 ! I ABOVE, TYP. .5 1 -1 1 1 1 4 1 1 ./.1 1 - 4- 1 . 5135 Architecture, f.0. \11 1 4.-- -- -4.-- r lai (2) 1 3/4" x 11 7/8" LVI 1 1 -UU ... 1 BEAMS IN FLOOR CAVITY --<' _ .. , _.- , 3~ 2*6 BEARING , WALL BELOW Â»,- Â·--- 1 1 . 1 1/ 3 1 1 1 1 1 1 (2) 1 3/4" x 11 7/8" LVL a- ------- 44 ---- dite, . 1 1 [ .i J. 21 5/8"EXP 1 4 1 2x6 BEARIWG 1 i 3 1 OSS ROOF it 1 /~ WALL BELOW / ' SHEATHING 3/4" T&G EXP 1 1 , OSB FLOOR -- - 4 ' 1 ' -9 < 7 91EVAN/8. b 1\ SHEATH~ - -I '*Alu 41* 11 1 , 1 2/* 1 1 U 1 - 1 -. 2----1 0 /2 El - ---- 0 =?#11/6# GABLE END , , ~ i i Â§ii' (2) 1 3/4" x 11 7/8" L , 7, 6, TRUSS -1 i , 1 $ : 1 *8*2340 - ----7 I 11. 29.-*- 1-KI 1 --- t pOST BELOW -1'' t 1 1 AM.0/ 117/8" l-VL g I -%- M.0/1 A _ t -- - -7 -1 7 -r- -- --2- ---Ef-Â·[_- -- -2, -- - - --- -- --' - - 2 Â· -~- - 1- _ - _ - - _ _ -4-I - - - Issue: - \ POST FROM ABOVE, 1 . 1 - ..~\< PROVIDE CC44 1 POST CAP AT Z ' Construction MIN 12" DIA. LOG -7 11.-1 STUD COLUMN COLUMN BELOW , 1 1 - -1 1 ~ OPEN TO _ Drawings \ 1 .1, 1 GREAT ROOM 4 Date: 11. ' :1 1- 6,0 Ir BELOW 70 - - - C~ t 06.04.03 W -] W 00 * $ -15:~% 1 . <I 1 -,4- 1 .-'...1 - ....- . - 1....- ..... - t.....r-#-. - J .1 1 12 1 1 10 [ 1' 33 ENGINEERED TRUSSES @ 24" o.c .1 h =1 i ./ f 1 .- 12 1 1 1 / 2--T -- Ur-r-.1- 2--421 1 -1-1 ' OPEN TO ENTRY c 1 I Ela 8 (2) 1 3/4" x 9 1/2" LVL (2) 1 3/4" x 9 1/2" LVL BELOW ~ SIMPSON ITT 3511.88 - TOP FLANGE HANGERS, ! Â· -fl ' TYP A4.1/5 A - .-1 1 AA#.1/5 W , 1 - 1 ..1 -4 01 1&1 11 91 ~ - - - - - - r,/1 r- - -- -.. .--*------- 11 11- 2x4 STUD WALL ~-Â·~1- .-------J/---' O R 2](10s @ 24" o.c. 4 , :El Â· ~ I 11 D - - ABOVE BEAM, --- ------ C C RE: El.EVS 11 48 11 1\ : 1, 911 11 4f @1. 1 - 1, ; 1 It. ...-_ -- T-1-11 PLYWOOD AT ~ 6~ , 0-- UNDERSIDE OF PORCH J 4 JOISTS 11 CEDAR WRAPPED 2x 0 1% . 1 ~_-_- -nE. LI--- -4 -- -5-4Â£310_12"_ -_-_ ~|~,_ -~- POSTS, TYP. 1 6, a) -ht Â¢ it Al ~ GLU-LAM BEAM (DROPPED) 1 J 4 4 b ~1.411'74 3 2 . 44: ,4 Â· .4 Â¢5Â·. 4- 4 4 79 1 . I 1 LOFT & LOWER ROOF FRAMING 23 3 1 /4" = 1'-0" Sheet Title: ( Drl REF. NORTH ~_jj NORTH ~ 2nd FLOOR FRAMING PLAN Sheet No: S2.2 IQ- of-4 A R C H I T E C T U R E * P. C. 1 1 2271934.. -- tÂ¢*ir â‚¬-~L Â·.If*,se.:* ' A#.1/4 4 _ - A A4.1/4 2/I.W Â¥ M.0/3 A _ AA#.0/3 Z X908 OpeJOp ..........................................................I-li~'~10, a . 7 1 1 â€¢IA 3140 149 net '.C. 4 on 21-AN ARCHITECTUREP.C. i 1 U*l. 4.'' 40*i ~NGÂ· z :909 OrIVMn,Of, 'w>IW.1 Qg I Cl -ilill 1%,14'lf Ad:,1,3.-1, ..4*9 3. .. .. ... . . 1 1. 0. . 1 : 0 .. ... 0 :. . 1 1 .0 1 .. . 0 . I .. 4 . a $'dff'f . 40 17lf . I - 4 . 0. : 0 D.... D â€¢ 3.1 0 .... . 9,/I'll . 1. . 4 . : , ... ... . D 4. 3 .. .. 11," '1 I. .1 , 4 . I. .. 0 1. 2 . 0 ... 1 1. 1, 1 .. . 0 ... I. D .... . .... - Â£ ./ ir '' qiÂ· ,-' . 247 f L .. , Jbf :, I - I . 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