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Home My WebLink AboutARCHIVE 1900 BRADLEY LN Building Records Prior to Community Core 2018I , ~ Entry ID: 109154 Name: ARCHIVE 1900 BRADLEY LN Building Records Prior to Community Core 2018 : Path: \Property Files\Larimer County Properties\Subdivision\UPLANDS AT FISH CREEK PUD\1900 BRADLEY LN\Building 109154 ZF .....,~44 1 \W * i. ir 1~ t==> - b -1 This New Detached Single Family Dwelling has been inspected for compliance Â£1/8 P Ie!,UJO SULPIfnEI APUIEd OINUTS puou luednooo uSISOCI 16Â¥r.Â§4 I 13,1}Sia-BUTUOZ [I06-H loqUInN 1!ULIOd SUIPIT.nE[ suonapuol) Iwoods OMI â‚¬OOZ opoE) Jo uou!PE[ 2Iquonddy Certificate of Occupancy 1900 Bradley Lane with the laws and ordinances of the Town of Estes Park and is hereby issued a Certificate of Occupancy @IqoN Apues puu uoy (S) ,IguaO Jo sspippy pUE gUIEN E->I Kouednooo pue osfl HA uolonlistIOO Jo odiL ON pollnboy Iumsxs loPIU!.Ids 96IE x0Â£[ .(Id LI 908 O O '1-zed solsH omce Received Date 201 \.01.19 Town of Estes Park Copy Permit Number 13-9011 Received By Cvh Long-Term Residential Application / Building Permit Zoil Department of Building Safety 170 MacGregor Avenue P.O. Box 1200 Estes Park, CO 80517 Application Expires 7 - TZ, General Information and Inspection Line (970) 577-3731 â€¢ FAX (970) 586-0249 I www,estesnet.com 201 L NOTE: Use this Form for Long-term Residences 30 days or more. Permit Expires A - 9) Job Address: 1900 1YRA: D Lâ‚¬,1.~ LAN,L Condo: <No O Yes; Lot Size: I Â· U. 1 sf/ac Lot: 31 Block: Subdivision: 4-ke\C\-nAF Â¢~, tak cric \C Parcel #: 21 0 4 2- 09 -O 5 1 Owner Name: '~cÂ·Y. 2 SawÂ£Cl K) aole_ Phone: 152%, - /4 S-5- Address: To Go* 1 (9 le Esks frivt- Co rOSI-1 (Street) (City) (State) (Zip Code) Contractor: (.U â‚¬.59~5'u<,2- Con<%* . Town License #: 3(21- phone: 56(1- 93 9 2- Address: I -789 43Â·.\ckir-c El . E SÂ·Us (bl~- Id Co *30 7 (Street) (City) (State) (Zip Code) The Following Applies to New Work Only - Complete all thal apply: 0New Building Â¤ Alteration O Addition Master Plan# Building Use(s):, 8-Owner / Residence O Rental -30 days or more Â¤ Akessory Dwelling Existing use: . Proposed use: ; #of New Dwellings: 1 ; #of New Kitchens: 1 Sewer: O Estes Park Sanitation *Opper Thompson Sanitation Â¤ Private Septic - Requires Applicant to first go to the Health Department. Plumbing Involved: O No 0 Yes - State and Town Licenses Required; Plumbing Fixture Worksheet Required. Fixtures: O Add O Relocate Â¤ Replace Â¤ Demolish Water Service: 0 Existing g'New - #of Meters: / Meter Size: 4 9 inches Electric Involved: O No, 3 Yes - State & Town License Required. State Permit and Inspection Required. Service: O Existing 2(New: O Overhead N Underground; # of Meters: | ; Meter Size: 140 amps; Temp Meter: Â¤ No [SLYes Type of Heat: E Gas .SLFurnace Fuel Gas Involved: Â¤ No G.Yes - Qualifications and System Sizing Required. Â¤ Electric Â¤ Boiler Type: lib atural Gas O LPG 5 # of Gas Appliances / Outlets: 5 Building PUY # Floors Basement-<sf)19-1 gl Floor (sf) 2.â€¢40 2[id Floo~pff Garage / Carport (sf) Porch w/ Roof Deck w/0 Roof Height: f'lot Fin 119-G Fin \14 Fin Attached _111 (sf) (sf) Ul.- 19 frA. * Unfin z. i H Unfin Unfin/ Detached 15 9 Â£+frct ViZA Job Description: Total Valuations (Labor & Materials) $ 49*6'000 4 10 5G 3. 44 I certify 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. I certify that I have the property owner's authority and permission to apply for this permit. Additionally, I UNDERSTAND THAT I AM RESPONSIBLE FOR ANY FEES OR EXPENSES INCURRED FOR PLAN REVIEW, PERMITS, INSPECTIONS AND OTHER FEES ASSOCIATED WITH THIS APPLICATION. 0'Contractor Cnn+--13 Owner O Owner's Agent OTenant Signature / i~ 1-4- 1- Date\- 19 - H print Name k> '0 91 /MA /2- 61- (0/J412--1~- *** Office Use Only *** Job Description: Application Information DEr~046,Â© 5/dc, t.Â£ AÂ¥â€¢41'-1 #40,v~. Approved Disapproved Fees Public Works AD')licable Tvpe of Occupancy Class(es): Water /1 DOS. (DO Cbae(s): Construction: 20031 80 40 *-3 C i ric.J Light & Power 320.00 Occupant Load(s): Floor Load(s): Roof Load: Delâ‚¬v,w ki 4 o~cdoolls-6 40Qi f Planning 05,O0 Variances: A~*NO 56,0 105 '914 -DS#(pw'4* Fire Department Al/A 44 Â¢0 7 ket C Building 1-141Â·36 Setbacks Fromt Sides Rear River 1014314 D Lry, 84 48-0 67â‚¬3 Plan Review Zoning Hazards Census # County Tax I (001.14 E-l Geo Wildfire Flood /01 Certificate of Occupancy 50.00 RIA Building.Official Date P.A 2.-/ G -/ I Total \9 7 60Â· cioo- 1/Ld , \\Serverl 3\buildingdept\Forms\Applications\Building\Long-term Residential Building Permit\Long-term Residential 13uilding Permit.doc Revised 7/22/2()1()- CB . Received Date Town of Estes Park Permit Number Received By Application for Building Permit Department of Building Safety 170 MaeGregor Avenue P.O. Box 1200 Estes Park, CO 80517 General Information and Inspection Line (970) 577-3731 * FAX (970) 586-0249 * 1, ww.estesnel.com/ComDe,/ Job Address: Lot Size: sf/ac Lot: Block: Subdivision: Parcel #: Owner Name: Phone: Address: (Street) (City) (State) (Zip Code) Contractor/Applicant: Town License #: Phone: Address: (State) (Street) (City) (Zip Code) Approval on non Town entities is the responsibility of the permit applicant. Please obtain the appropriate approval(s) of the following authorities, as advised/highlighted by the Building Official. Each authority will have its own requirements, policies and procedures, and fees which are distinct and separate from Municipal requirements and fees. Permits will not be issued prior to obtaining required approvals. 1. SANITATION DISTRICTS m Upper Thompson Sanitation District COMMENTS: U Estes Park Sanitation El New Construction U Adding, Relocating or Vacating Plumbing Fixtures ~ Adding Square Footage to Existing Building Footprint U Adding or Vacating Septic System U Sand/Oil Interceptor / Grease Interceptor Note: New Interior Grease Traps are prohibited by the Building Department and the Health Department. Approved Date COMMENTS: 2. LARIMER COUNTY HEALTH DEPARTMENT m Commercial Food / Drink Preparation Â£ Alcohol Sales (On Premise) U Day Care (6 Or More Children Under Age 18) U Septic System U Sewer Lift Stations U Public Swimming Pools / Spas / Hot Tubs Approved Date 3. STATE ELECTRICAL BOARD U New Construction with Electrical ~ Addition / Remodel with Electrical 4. STATE ENGINEER U Water Well 5. STATE DEPARTMENT OF REVENUE U Tax Exempt litprâ€ž*r,\Onn,rn 11,â€¢,ARâ€ž,1,11.n\Unrrne\ A..tiootinnr\121â€žlA,nn D.n. 1 D....rÂ·,"1 Al/no /live ID Office copy ~,2~~~" TEMPORARY CERTIFICATE OF OCCUPANCY 1 ./j.Â£137 1900 Bradley Lane B-9011 Address Building Permit Number The work approved by Building Permit Number B-9011 has not been totally completed. However, applicable life-safety requirements comply with Municipal codes. Therefore, to allow owners the most possible use oftheir property, a Temporary Certificate of Occupancy is being issued. It is the responsibility ofthe contractor and the property owner to complete all requirements associated with the permitted development, in a manner complying with all Municipal Laws. No changes from the approved site and construction plans are authorized, without prior approval of the Building Official. The contractor and the owner must read and agree to the previous conditions and the following corrections, prior to issuance of a Temporary Certificate of Occupancy. This Tet~orary Certificate of Occupancy expires August 8. 2012. Public/Works Conditions: 1;/ Drainage is not in compliance with the permit plan. Culverts not installed and/or not (,/ cleaned out to function properly. Swales along the driveway are not defined. No revegetation in place to prevent soil/rock erosion from spilling down into public ROW. Retaining wall along driveway not built (which is ok) but it creates more erosive drainage area that needs held down. Confirmation resolution for Public Works Department prior to release of CO. (Kevin Ash 577-3586) Building Conditions: C 1./ Lavatory faucets must indicate temperature control as per P2722.2. Hot on left when ~ facing the outlet. The TCO item listed must be resolved and CO obtained by TCO expiration date or new permits/additional fees will be required. c 4144 (/V /1 - (f Date c ---duc.Ii537~reo j 11-1,-11 ~ner r--1 Date L.10 L jÂ»-0002 al Yol n Building Official Date Fee: $ 100.00 cut 02 4 76- 5- ill J.li .et- .:~'11 /r 9 4 6 T.O.W. is 102' 10". Conc be buried behind T.O.W. is 101' 8" ~ 1 1 //1 T.O.W. is 99' 9 3/4" - .M T.O.F. is 97' > U) CC ro ro U) E u D C m CO C -W OO T.O.F. is 95' 0Â£ J T.O.W. is 99'. 2x6 plate, \ 2x10 deck joists, and synthetic decking. T.O.W. is 95 T.O.W. i T Equal spaces between middle Big Foots DATE: 12/17/2010 SCALE: 24" Big Foots rr 30" below grad, 1/4" = 1' typ. of 4 / 0 SHEET: A-6 31Â¥0 Ag NOI.LdI*3353a 'ON 311I1 133HS alqoN !>10!UeMI qog : 18 aBDIANd SDNIAA\&10 /4~///// pue Bunood >'30-'D ws!=I uo!Â©ni#SUOD JaAO#saAA ueld uouepunod LISOB '03 >ped Salsa diz lauDisapo/0 ope-'~o~o~-,11~/~ ~~~3Z 0 i f code 0 .. 0, e. 0 4 . . A .. . -. I I .. . . 00 . 0 1 0 V .. ........ .. . . I .. .. - I .... . , 0. . 0 .- , 0- . . .0- V .. 0. 0 .-: . 0 0 ... A.. . .... I .. .. . 0 . : , 0. 0 .0/ 1 -0 - , . .. .0 0 . 1 .0 - . 0 . 0 0 . il - . . . I .. . A .. . 0 .... 0.-// 1 . - 1 .1/ /..0 0 .. . . ~â‚¬3- :: .. A .. 0 . 0 1 1 - ... . . 0/ - V . V .. . .. . . : g, V : OA. A . - h 0 0 0 ... # .. 2.0 Â£4' 01 . i 4 3 -90 /1 NOBLE SITE PLAN LEGAL DESCRIPTION (TAKEN FROM LARIMER COUNTY TAX ASSESSORS PROPERTY INFORMATION): LOT 31, REPLAT OF UPLANDS AT FISH CREEK, PUD, ESTES PARK, COUNTY OF LARIMER, STATE OF COLORADO ff E ~ FOUND #4 REBAR WITH PLASTIC CAP 10' UTILITY EASEMENT #6499 / (PER PLAT OF RECORD) 1 1 0 t ~~~4 .2.42 .f~ 0/ f ; 17 / f \ ' LEGEND I \ /. \ tid 0 y :1 11~501 , \ , ~ 4 ...St [Q ELECTRIC PEDESTAL - h e -4 1 94Â»./ S , ~l /,4-2 ... 3. 1 i 2/6/; /, - \ ~ TELEPHONE PEDESTAL , 41/ 2.A / 1, r. 4 4 2------- 2 0,4 \ 09- * WATER VALVE , t;J,I ' ' / 4 ~ MANHOLE (SANITARY SEWER) 0 0 6 / ,/ >'9''JEL.RETAINING' \ ~ta 1 1 I i V 1 t DRAINAGE FLOW DIRECTION ~, 2Â°~ i, ''i' i f,/./~1Â·,5,/ - - WALL ", ~ 4406 10 ..% 24 Oâ€¢ & 0 :>Aill. ~' Fy ' 7 .l Â·~s , T ----- UTILITY EASEMENT .,AP>22/ Zl * WOOD 21 /373:f:.35 el:Ytoo 1 . -1.1 ./.6/ s , 1 7 0 1, i / ./ / 5/ DECK _ 80; 'f' n'.1'' 4 1 (W' .Â·1 7/7 i -- BUILDING ENVELOPE /04 WOR 1/ 7 4 + /9 , , EXISTING DOUGLAS FIR (SEE , "7(5~4" 9/: .11 1 k ]69% NOTE #5) .4-7 ~~ an 2, . --000 \ .te'Â· 1 Ill i $.. ''t iii ,// / PROPOSED i' ~ t ,/' N Â£). EXISTING PONDEROSA PINE (SEE 00141- buER j 71. 4 4. 2,/ * r E. 1 l ~ f ~'- .i' 9. i 6'*UT . / - Â· ' / r./. , , NOTE #5) HOUSE 4 7 "." \ as C) OW 1 1 f,.\4 1 1 OUTLOT D O F0UND M0NUMENTATI0N /#~ Ze ./9490../':'.O 1 , 1 : 1 1 1 1 INSTAd :d LFE=7827.5' ~ A.. ./ 22~ 611*01 FOUND #4 18" CMP / 4 ,~ 71<Fe> : I. // SET NAIL FLUSH WITH GROUND M--8 Fla- REBAR WITH I PLASTIC CAP 8 f . r I J , FOR SURVEY CONTROL #64990 1 8 63.5' AT i ' 00.00 MEASURED OR CALCULATED DIMENSIONS 94$ # / 123. P ' - ... ' 4" HIGHEST '1 , r -3352&' / \ / /54 .13Â· Â¤/' Citrij , PATIO 0.0' f %,J- 00.00) PLATTED DIMENSIONS ,/03RZMA:il.- 0 : < 3 2 -I/'J,!,3. . 1, ; ,37.5' 0 ,NP1=7850.0' f : (SEE NOTE #3) 2 ,\, , 6#?''AfÂ£! ' , 0..l 1 0 4 + /7 \ t 1 ;i . BAL / j I ., \ NOTES: , r T , LOT 31 1 1. THIS SITE PLAN IS REPRESENTATIONAL ONLY AND SHOULD NOT BE RELIED UPON i i: ,: AS A BOUNDARY SURVEY NOR A LAND SURVEY PLAT. / k Â¥ L- Arrl /2 TERRACED prTAJNINC / 1-- 6'525 1~12" RETAINING ~ , Nr'Â©in'_-e / AÂ« "--- :- - , ' 2. THE REPLAT OF THE UPLANDS AT FISH CREEK, A PUD, ESTES PARK, COI-ORADO 20:'1 ;f ' / i WALL ,;- ./ , TALL) .pnv,64 \ (DATED JANUARY 21, 1980) WAS THE ONLY SOURCE USED FOR BOUNDARY AND -3 FOUND #4 EASEMENT INFORMATION. 1/ r 5 1 900 3. THE CONTOURS SHOWN ARE AT 1 FOOT INTERVALS AND ARE BASED ON NAIL 1 i , A:\ - , 1,1%111/ ' // ' 6-136" REBAR WITH POINT #1 HAVING AN ASSUMED ELEVATION OF 7850' FEET (INTERPOLATED FROM TOWN 2 * t '' 1?t *5499 4. THIS LOT IS ZONED E-1. THE PRESCRIBED BUILDING SETBACKS FOR THIS 9223 - PLASTIC CAP TOPOGRAPHY, DATED 1999). , i if f , In / ZONING ARE 25' FROM FRONT, REAR AND SIDE LOT LINES, HOWEVER THE PLAT OF 11' CUT ; ,/ Ul 1.-Wv , RECORD DOCUMENTS BUILDING ENVELOPES AND EASEMENTS 10' FROM PROPERTY LINES 5 Bi 80 lifff! ~,-4 (1,& 1:1) .y// / ' - - ' AS NOTED ON THIS SITE PLAN. ' 5. ONLY SIGNIFICANT TREES IN THE CONSTRUCTION AREA ARE SHOWN ON THIS SITE 5' TALL f RETAINING Â«t> '. ' PLAN. MANY MORE TREES EXIST ON THIS PROPERTY. - WALL # ; i' 06 D / ' / 06 /'' li:'i b_o- .*0 ....4,/ 10' SETBACK 6. MAXIMUM HEIGHT OF STRUCTURE IS 26' ABOVE ORIGINAL GRADE (7853.5') ON THE Sifit 92=30-/ I y (TYPICAL) WEST SIDE OF THE HOUSE (AS SHOWN). THE MAXIMUM ALLOWABLE HEIGHT ABOVE 307 / r' 'i ,/3/.. ORIGINAL GRADE IS 30' (7855.5')(IN ACCORDANCE WITH THE ESTES VALLEY DEVELOPMENT E-1 0 ' '*S~'''0'05Â©~1'3 CODE SUBSECTION 1.9.E.2). HO 7. UTILITIES SHOWN ON THIS SITE PLAN ARE FROM SURFACE EVIDENCE ONLY. NO LOT 30 93,7,0 / by. .. ' Â·Â· s:.,I/, / 1/ ,<â‚¬/*te UNDERGROUND LOCATEDS WERE PERFORMED FOR THIS SITE PLAN. U1 05/413*30 i li! ; f r.' * , ~ ~ * s < * BASIS OF BEARINGS STATEMENT: . BEARINGS SHOWN ON THIS PLAT ARE RELATIVE TO, AND BASED ON, THE ASSUMPTION \ , /04 , THAT THE NORTHEAST LINE OF LOT 31, REPLAT OF THE UPLANDS AT FISH CREEK, 1,;i ; it ~ \ FOUND #4 ./ BEARS S30'58'48"E. SAID LINE IS MONUMENTED ON THE WEST AND EAST ENDS BY A Z ' REBAR WITH / 1 PLASTIC CAP /'' #4 REBAR WITH PLASTIC CAP 6499. X #6499 ' , ACCESS AND UTILITIES: 1. SEWER: SEWER SERVICE IS AVAILABLE FROM THE UPPER THOMPSON SANITATION DISTRICT. 2. WATER: DOMESTIC WATER IS AVAILABLE TO THE SITE FROM THE TOWN OF ESTES PARK. ROCK RETAINING WALL DESIGN NOT TO SCALE 3. ELECTRICITY: ELECTRIC PEDESTALS ARE LOCATED NEAR THE NORTH PROPERTY CORNER AND ACROSS (NOT SHOWN ON THIS SITE PLAN) BRADLEY COURT FROM THE 4 CONCRETE WALKWAY OR 'RE*N114 4 WAWS NORTH PROPERTY CORNER. LANDSCAPING ~ U--71 74' 144dlkâ‚¬, 5. TELEPHONE: AN EXISTING TELEPHONE PEDESTAL WAS LOCATED NEAR THE NORTH 4. GAS: GAS SERVICE STUB WAS NOT LOCATED ON THE PROPERTY. 1 PROPERTY CORNER. CML DRAWN BY: 84*fED 6. ACCESS: A DRIVEWAY WILL BE DESIGNED OFF OF BRADLEY LANE ONTO THE CHECKED BY: PROVAL -4.- 1-- -- : T L ,-0-4 +O.3 EN 4 6 66 <011>,WPO PROPERTY ACROSS THE NORTHWEST PROPERTY LINE IN THE APPROXIMATE LOCATION OF LAS L_ - -i- I L- I 2 Â»--JnÂ» SCALE 1 - Community Development 49 43-ff.-LU 11 Pâ‚¬.4/ 4.1 Â· THE EXISTING ROAD BED. 1 Â»=30' 7. DRAINAGE: DRAINAGE FLOWS SOUTHEAST TO NORTHWEST VIA SEVERAL UPLAND DATE: SWALES LOCATED THROUGHOUT THE SITE. A SILTED-IN 18" CMP CULVERT EXISTS 8' MAXIMUM HEIGHT 01-17-11 -1. - J h -42. rn-2 -, 1 BENEATH THE OLD ROAD BED. DRAINAGE WILL NEED TO BE DIRECTED UNDER THE SHEET SCALE: 1" = 30' Date:-1.11-------,I--1 --1.-5 U-.p31 NATIVE OR FINISH ACCESS DRIVE AND/OR AROUND/UNDER ANY OTHER OBSTRUCTIONS TO THE SWALES. WELL COMPACTED---712-'1 ~ 0 30 Approved By:32 --*--'- .5 / - f GRADE ~ NATURAL SOIL :~.~ ~, M- - 50 90 18"-24" DIAMETER ROCK .:12- /Â·'' 1 OF (BIGGER ROCK AT BOTTOM_A-,_2<. -- OF WALL) ---- 1 NOTE: SOIL TO BE WELL COMPACTED AROUND ROCKS AS THEY ARE SET PROJ. NO. 2010-09-17 I NOISIA3M 31Va 133HS DNIA3AhlnS NHOH tor@-989 NNiNIO ' Te 107 TIEION 103rO8d U 1/ - / -9' ceiling 41 a ] -Tile floor lkÂ« 1 24, h-- , /4 /6.2- (11 1 1/ - 5'-8" ==1 ,,--14 Shower % ~ ~ -2,1 x 3'-10" :i - 11015 MASTER BORM Â· 1, Attic A ll 16'-8"x 15'-3" V"\ 27 5/ Lilen accf ~~0 4'-0" x 2'-6" + 1Â»68 -9' Ceiling LO U hJ -Carpet floor CO PeeÂ« v / 7,2%0\ 2468 *L Nâ‚¬8- ~ c /1 63) f-- 1 n /1 /T \ \Y -9' Ceiling Zp (b 4e 27 -Carpet floor 4 g = 10'-9" 1 5'-5" Lf---8. ~<-fl '6,1 A A -Hardwood 7 , i I Storage 9%5" 1 >- 4 4 \ efi 2Clos.et__ Closet --- 4' ~ If%,1 i < 3'-5" x 7'-10" 608" x 10'-8" w LAUNDRY 1 = 9'-4" x 10'-8" I Q CD â€¢ft 0 - --- - Frost Powder #v' f > - / C 61-0,1 -91 C e~.M79-- / 6 ~ -Ti 'rfloor 0,8'-4" x 5'-3" --3'-6" -la. - - -- r &0 -9' Ceig- "40. -Tile/Moor '51 / i 2 ~ 20 m '~ 11 / t CAT ,~Closet i. j/~Electric b> 0-/ 1 all under / JM~,Â·a>0:0â‚¬*1-Â·t~42'-2" ~*) dryer 4 -9' Ceiling ~ -Tile Floor :eiling if i ,g U-e- 4'-1 1/4" i li-I - 1 C'.set.J.4.11~ #~ Â·V . VII ~2-1" < 5'-8.Yiardwoock / \ e .21146~Â¢ - ~ < i ~ on the LKYU ~ *15 9~60'L ' ' Exit door required Level landing both 2 Â· 2" stairs 3 93 +1:rr . I stair, guard : 3Â» . e threshold of 1-1/2" 15'-2(1Â¥k:16" i (W,9 -3 I. I nts. -- LAI Ni R.Mi. I ./ -IR 5S tO -Vaulted Ceiling * ... . .5. . 9.. ....,9- I able -Hardwood floor 1 -9' Ceilhg 5,1 1=r-~ 0 I . arm 20 7 1 -Tile Floor R 6 J. '' D Â¥ V. dder 10 14 .0-7. 7. Â¥ loiler R.64 c 6Â«0,4,<:> Foyer I \ -7 . 1 . D. W ... 15'-2" x 8'-3" ~ k nted Wi ,)3 - , : V 'Oftc,k. p . r> G. . 9 0, 3ntry (A-,5 DETâ‚¬*Ut~~LM~OU ic--~411 \~Â·p. ' #tami: e.4 . ... . V roof. 86 1 , 00(05 C o.,A< Pt *4 00 00 1 You 66Â¥61. fT] .concrete , Â¥ .7. I P b l 461 1372~ ttr> -f~35o Lf.'1,2 33lf. ~ :... ..7.,5 1 ... V. . I V . 7. Â· V . â€¢V . intry Is ,<J Office9w8,4~1~~ . -1 . r . c3 . 11-01 . ")(~ 0"~~32'-~ 15/1 4415'-9" x 5'-0 5) A - 2 c 1 c 2'-11"Â»-2 4'-2 5/16"- r N 1 1 15'-41/4" 3-90 1 i 01-+ NOBLE SITE PLAN LEGAL DESCRIPTION (TAKEN FROM LARIMER COUNTY TAX ASSESSORS PROPERTY INFORMATION): LOT 31, REPLAT OF UPIANDS AT FISH CREEK, PUD, ESTES PARK, COUNTY OF LARIMER, STATE OF COLORADO 1 E ~ FOUND #4 REBAR WITH PLASTIC CAP 10' UTILITY EASEMENT #6499 / (PER PLAT OF RECORD) R /1 e ./1 / 1 I \ I.lk , LEGEND \ / 1 r ELECTRIC PEDESTAL - ,-:.il. 7~ ~~-:<,/-3 / ~~. i f.l f / i> 10 - \ ~ TELEPHONE PEDESTAL - 000 y. j .2 WATER VALVE 5 59 V 2/2,41,1 N MANHOLE (SANITARY SEWER) 1 0 .e .11.$.....:... .. ~ WALL , 4 \ /Wit -de /3/4 2/ /,Doria//7-1-1/-212=UNING- Â°1 Â¢ 'ri, 4 4 fÂ» /9-/1 8,- / ~0 m ~4 ~ j , ~ . 00:.-46 DRAINAGE FLOW DIRECTION e ff \ 4% 0- ----- UTILITY EASEMENT ,/,1537/ ./. t\ , tre . I /1 2/6 ,.:r,, , / . WOOD rD fit % 70- ' : DECK * ~ .- e ./';/ 6%~0 -5 2 , 4 S I 1./ /--4- 7." ./ ,/ /t // / '''' m , ---- BUILDING ENVELOPE / . 7.1 7/.1 1 i . PATIO / . 1' 1" EXISTING DOUGLAS FIR (SEE ,Â· I.' I . 4* lit Mt 1/ s t i % te:-4 Ed:k f 4 , , ; j , t 91 ~' NOTE #5) 1.Im,252 I. , 111 li//i//,5, .. \ 61- 1-3 i itit PROPOSED -> t) EXISTING PONDEROSA PINE (SEE 0*b.#- W~ E 4 .4 / HOUSE NOTE #5) '64' - 419.,et'Â©'-,'1'./jfti~,7.--~ ~ ' IFE=7837.5' '/ I f- A Â·Â¢tio.. 7 I OIJTLOT D FOUND #4 4:W,- l, - V , r.ti :'1\ 1 INST@1 - i LFE=7827.5' ,#' O FOUND MONUMENTATION 18" CMP M f REBAR WITH ' ~ ' SET NAIL FLUSH WITH GROUND PLASTIC CAP -~ /~Â· ~07 . . \ 1 ' Upf \ (% 1, i r" 7/ I #6499 0 FOR SURVEY CONTROL rn ,,' / , * . h' d ~N 53.5' AT ~ 00.00 MEASURED OR CALCULATED DIMENSIONS /14 4" ~ ~: \ HIGHEST 1 1\ 1 . 1 / poINT (s i if PLATTED DIMENSIONS , j /1/" 4 NOTE #6 PATIO O.0' : 37.5' 0NP1 =7850.0' ti ~ ~ 4 ;(SEE NOTE #3) 1 rr: , 1 i vit // f , . * 4 f r ..'.2 ' / NO TES: 'e - I ' CUUK . 2 ''>â‚¬112"/ 1. THIS SITE PLAN IS REPRESENTATIONAL ONLY AND SHOULD NOT BE RELIED UPON $ 4-vl. / 2 TERRACED ' LOT 31 \ I / .-, / / , .RETAINING ', r- 6,5aGg *12" RETAINING j, \ AS A BOUNDARY SURVEY NOR A LAND SURVEY PLAT. ,â€ž . v 1...~t WALLS (21-3, ..*le 2. THE REPLAT OF THE UPLANDS AT FISH CREEK, A PUD, ESTES PARK, COLORADO 20â€ž 7 /V , WALL --~ ~,' TALL) nn ~Â·9-7- ) (DATED JANUARY 21, 1980) WAS THE ONLY SOURCE USED FOR BOUNDARY AND 3 /L,4,0 l/61 Â· 3 EASEMENT INFORMATION. \ , REBAR WITH 'r. ' 2 . <L- .... / 1 1 ; FOUND #4 3. THE CONTOURS SHOWN ARE AT 1 FOOT INTERVALS AND ARE BASED ON NAIL <36" POINT #1 HAVING AN ASSUMED ELEVATION OF 7850' FEET (INTERPOLATED FROM TOWN I + / i / / . r % ' ~ - ' ./ ,, :'.'/ 4. THIS LOT IS ZONED E-1. THE PRESCRIBED BUILDING SETBACKS FOR THIS PLASTIC CAP TOPOGRAPHY, DATED 1999). #6499 , r i,-26" 0 1 0 ~ /~ ZONING ARE 25' FROM FRONT, REAR AND SIDE LOT LINES, HOWEVER THE PLAT OF , 3 / 11' CUT/ 116!lii 2 RECORD DOCUMENTS BUILDING ENVELOPES AND EASEMENTS 10' FROM PROPERTY LINES , 234 fi -'.:\ . - AS NOTED ON THIS SITE PLAN. , 5' TALL f Â·\ ' 5. ONLY SIGNIFICANT TREES IN THE CONSTRUCTION AREA ARE SHOWN ON THIS SITE 4 m RETAINING 01> , , ' PLAN, MANY MORE TREES EXIST ON THIS PROPERTY. - WALL j p , -Â· si.#7~ , / er:,i O-0. , ** f 6. MAXIMUM HEIGHT OF STRUCTURE IS 26' ABOVE ORIGINAL GRADE (7853.5') ON THE 10' SETBACK //4.1 061%. / ' t, (TYPICAL) WEST SIDE OF THE HOUSE (AS SHOWN). THE MAXIMUM ALLOWABLE HEIGHT ABOVE I . / 04 4 : 30~/ f i < / '* 2 All i @ '/.,; : e ORIGINAL GRADE IS 30' (7855.5')(IN ACCORDANCE WITH THE ESTES VALLEY DEVELOPMENT esâ‚¬t le CODE SUBSECTION 1.9.E.2). ... 2 " LOT 30 5 $ * . 143<*~gi 7. UTILITIES SHOWN ON THIS SITE PLAN ARE FROM SURFACE EVIDENCE ONLY. NO UNDERGROUND LOCATEDS WERE PERFORMED FOR THIS SITE PLAN. 'A. 9/,-44.00 B Lar. . 5 f 'jilÂ· - .'' lf' \ BASIS OF BEARINGS STATEMENT: , S BEARINGS SHOWN ON THIS PLAT ARE RELATIVE TO, AND BASED ON, THE ASSUMPTION / \ FOUND #4 / THAT THE NORTHEAST LINE OF LOT 31, REPLAT OF THE UPLANDS AT FISH CREEK, *.. /Â£' BEARS 530'58'48"E. SAID LINE IS MONUMENTED ON THE WEST AND EAST ENDS BY A O 1, PLASTIC CAP ~' #4 REBAR WITH PLASTIC CAP 6499. ~ REBAR WITH / ~ #6499 ' . I , ., ACCESS AND UTILITIES: 1 '' 1. SEWER: SEWER SERVICE IS AVAILABLE FROM THE UPPER THOMPSON SANITATION - DISTRICT. 2. WATER: DOMESTIC WATER IS AVAILABLE TO THE SITE FROM THE TOWN OF ESTES PARK. ROCK RETAINING WALL DESIGN 3. ELECTRICITY: ELECTRIC PEDESTALS ARE LOCATED NEAR THE NORTH PROPERTY NOT TO SCALE r\' CORNER AND ACROSS (NOT SHOWN ON THIS SITE PLAN) BRADLEY COURT FROM THE CONCRETE WALKWAY OR NORTH PROPERTY CORNER. LANDSCAPING ~ _ ~~-0~~~ 4. GAS: GAS SERVICE STUB WAS NOT LOCATED ON THE PROPERTY. 5. TELEPHONE: AN EXISTING TELEPHONE PEDESTAL WAS LOCATED NEAR THE NORTH ,~ , a /320 1 CML PROPERTY CORNER. DRAWN BY: 6. ACCESS: A DRIVEWAY WILL BE DESIGNED OFF OF BRADLEY LANE ONTO THE CHECKEDBY: 1 7 9 Â·t~*++ 4- -- ~ - +0.3 PROPERTY ACROSS THE NORTHWEST PROPERTY LINE IN THE APPROXIMATE LOCATION OF LAS -IiI-- -- 47 1 1 ' -71-4 11 THE EXISTING ROAD BED. SCALE ' 7. DRAINAGE: DRAINAGE FLOWS SOUTHEAST TO NORTHWEST VIA SEVERAL UPLAND DATE: 1"=30' 8' MAO<IMUM HEIGHT - - r vi SWALES LOCATED THROUGHOUT THE STE. A SILTED-IN 18" CMP CULVERT EXISTS 01-17-11 4 - BENEATH THE OLD ROAD BED. DRAINAGE WILL NEED TO BE DIRECTED UNDER THE SHEET SCALE: 1" = 30' NATIVE OR FINISH ACCESS DRIVE AND/OR AROUND/UNDER ANY OTHER OBSTRUCTIONS TO THE SWALES. WELL COMPACTED T. -1 1 ~GRADE NATURAL SOIL (-M., --A.A--~ - 0 30 60 90 18'-24" DIAMETER ROCK 4.1 / 4 2 1 OF OF WALL) NOTE: SOIL TO BE WELL COMPACTED AROUND ROCKS AS THEY ARE SET PROJ. NO. 2010-09-17 NOISIA38 31Â¥0 133HS ONIA3Akl ::Mr]:NS,1 80 :HSUE+0 L N~JIHO IS 1,07 103rObld 2-0 1/. 02-0 9 Offi 0*37 coe 3- 90 1 1 NOBLE SITE PLAN M LEGAL DESCRIPTION (TAKEN FROM LARIMER COUNTY TAX ASSESSORS PROPERTY INFORMATION): LOT 31, REPLAT OF UPLANDS AT FISH CREEK, PUD, ESTES PARK, COUNTY OF LARIMER, STATE OF COLORADO P -VIN OF ESTES PARK E ~ FOUND #4 Building Department APPROVED REBAR WITH ; PLASTIC CAP 10' UTILITY EASEMENT #6499 / (PER PLAT OF RECORD) p--'* -Ne:--- Date -Alk.57 J, audding Official i P /1 / / . I 4' LEGEND '-1 e / Z ,4,<4.r< 11<:0614.. 4 ~~ M Ufer Ground as required by NEC j j 41,0206&4)., ,; $ r [0 ELECTRIC PEDESTAL (1 TELEPHONE PEDESTAL 0 WATER VALVE 00 8/7 4 ' ,rÂ· - :*-T. I 6.5' -- 46 U 04& L<)'1*RAA \. ~ MANHOLE (SANITARY SEWER) - ..._RETAINING ~ f.thvllD C O 09- =4 / DRAINAGE FLOW DIRECTION X.. m f~ f '\ 0. 3~ 00' 4..#* WALL 9%%. -/ 0% E ' 7 \ // WOOD ----- UTILITY EASEMENT 211"00, jangma pÂ¢ i 1 16 .9 KIn 89 4+1 34 'If , ' 5.# / DECK i ' (ML ---- BUILDING ENVELOPE /m 5#~ 11. 8 iiI , 3 / N .- . S 1 /1 PATIO I \ <1,1 1 /1 7/ t t k ./ .~ , 1 /1 , S \ '2 37$- * ' / i F. 4 4144%. /-\ 65 EXISTING DOUGLAS FIR (SEE '*, @f~. ONly 0 NOTE #5) t 'Plu>. 1 1 1 1 , 3 EXISTING PONDEROSA PINE (SEE Bly-- -PROPOSED 0.25 2<* P .4 41 , HOUSE , 6' Â·CUT ,#'0' .\ ''%*5 WER ' f /FFE=7837.50 , 21 - OUTLOT D 0 4 Z I IIi m , p . NOTE #5) 1 1 I . FOUND MONUMENTATION Â·9948 43, 1 INSTAd $ LFE=7827.5' g. 0 4 FOUND #4 .+ '' . Piot .JU ' 18" CMP 4 / 1 t +D.. Ie. \ V-440 29* REBAR WITH - t,~0" -tf :4Â£1~ ' ; IC d ' ' .r SET NAIL FLUSH WITH GROUND f + PLASTIC CAP Â£9, Â§0'' ;T Â·: 4% & i 9567 < 1 i .{, re f / \ e FOR SURVEY CONTROL #6499 0 , 4 f . d 1 6 '\ 3.5' AT 1 I ' 15" 4'454 ~ /3*f 8 I ' a / 10" // 00.00 MEASURED OR CALCULATED DIMENSIONS ''' V / ' 1 04 4.- j HIGHEST t / \ , 0 PO\NT (S PLATTED DIMENSIONS . \ f.$// ~ NOTE #6 PATIO 0 0' / \ 37.9 ,NPI =7850.0' 3 . I f r 4, , 2.: .(SEE NOTE #3) I , 3 /4 1 i / r. i \ ' ' ' ' 7 ., / 4%6 . 2, 2 / f . i /1 1 4 , ~ 7 NOTES: 4 7 9 3127 \ Ill / r..2 - f / ' 1. THIS SITE PLAN IS REPRESENTATIONAL ONLY AND SHOULD NOT BE RELIED UPON I ' f z /- ~/ ~ 2'-50\ , Acvl,L ,2 TERRACED nUL-A 9 LOT 31 \ /TALL 1 Â£~ /~i .+RETAINING , 6,~8~6 <12" RETAINING AS A BOUNDARY SURVEY NOR A LAND SURVEY PLAT. 2 WALLS (2'-3' / ; 2. THE REPLAT OF THE UPLANDS AT FISH CREEK, A PUD, ESTES PARK. COLORADO 20" ~9-2 / ,/2 WALL . L-* TALL) \ (DATED JANUARY 21, 1980) WAS THE ONLY SOURCE USED FOR BOUNDARY AND I 4 L 9 00 ORM),6~ ' 2 â‚¬ , 1 6, f E~-Lw ' EASEMENT INFORMATION. .~ FOUND #4 3. THE CONTOURS SHOWN ARE AT 1 FOOT INTERVALS AND ARE BASED ON NAIL I \ \ / REBAR WITH POINT #1 HAVING AN ASSUMED ELEVATION OF 7850' FEET (INTERPOLATED FROM TOWN + \ PLASTIC CAP / , , TOPOGRAPHY, DATED 1999). , \ - 1/ #6499 4. THIS LOT IS ZONED E-1. THE PRESCRIBED BUILDING SETBACKS FOR THIS / 3 2 ~ ZONING ARE 25' FROM FRONT, REAR AND SIDE LOT LINES, HOWEVER THE PLAT OF 1 1--* tÂ«' 1 ' " f'i I I ~3 - : RECORD DOCUMENTS BUILDING ENVELOPES AND EASEMENTS 10' FROM PROPERTY LINES ~ 19 02 .1 / i j f fi I - /~~~25, 06,1:1) ~ AS NOTED ON THIS SITE PLAN. i / I ' 5. ONLY SIGNIFICANT TREES IN THE CONSTRUCTION AREA ARE SHOWN ON THIS SITE \ 1 5' TALL ~ '*'/, PLAN. MANY MORE TREES EXIST ON THIS PROPERTY. RETAINING -/, / NIALL ~ u' Â· , i , - I ' 009' 10' SETBACK 6. MAXIMUM HEIGHT OF STRUCTURE IS 26' ABOVE ORIGINAL GRADE (7853.5') ON THE * E V., ,~ef I , (1YPICAO WEST SIDE OF THE HOUSE (AS SHOWN). THE MAXIMUM ALLOWABLE HEIGHT ABOVE ~4 E-1 0 ' 30,7 , d ORIGINAL GRADE IS 30' (7855.5')(IN ACCORDANCE WITH THE ESTES VALLEY DEVELOPMENT 541 CODE SUBSECTION 1.9.E.2). 40 1;1:15 estft,/45Â· /0.27-42Â» M LOT 30 .0 / 9.' : & 4"&O :,'de> /& UNDERGROUND LOCATEDS WERE PERFORMED FOR THIS SITE PLAN. < < t 0 8 Ar /.0.00 7. UTILITIES SHOWN ON THIS SITE PLAN ARE FROM SURFACE EVIDENCE ONLY. NO e Al Y c'.565.03 89577 ' I , , ~1*Â£'0*00% .f . , i / - 1 1 //Â»:S,;Wi/Â« j /ili j IM BASIS OF BEARINGS STATEMENT: O / BEARINGS SHOWN ON THIS PLAT ARE RELATIVE TO, AND BASED ON, THE ASSUMPTION /, C / MA.B...Aut<..69 / ' THAT THE NORTHEAST LINE OF LOT 31, REPLAT OF THE UPLANDS AT FISH CREEK, I , ' \ FOUND #4 ./ BEARS 530'58'48"E. SAID LINE IS MONUMENTED ON THE WEST AND EAST ENDS BY A f / # \ REBAR WITH / #4 REBAR WITH PLASTIC CAP 6499. PU\STIC CAP /'' TOWN.APPROVED 'j #6499 I ' I ' PLANS &SPECIRCAT1011% ~ ./ ACCESS AND UTILITIES: M 1. SEWER: SEWER SERVICE IS AVAILABLE FROM THE UPPER THOMPSON SANITATION T, DISTRICT. MUST BE ON SITE 2 WATER: DOMESTIC WATER IS AVAILABLE TO THE SITE FROM THE TOWN OF ESTES PARK. AND AVAII ABLE FOR ROCK RETAINING WALL DESIGN 3. ELECTRICITY: ELECTRIC PEDESTALS ARE LOCATED NEAR THE NORTH PROPERTY NOT TO SCALE CORNER AND ACROSS (NOT SHOWN ON THIS SITE PLAN) BRADLEY COURT FROM THE [4 1 Ll INSPECTIONS LANDSCAPING CONCRETE WALKWAY OR NORTH PROPERTY CORNER. 6 4. GAS: GAS SERVICE STUB WAS NOT LOCATED ON THE PROPERTY. 5. TELEPHONE: AN EXISTING TELEPHONE PEDESTAL WAS LOCATED NEAR THE NORTH DRAWN BY: PROPERTY CORNER. CML 6. ACCESS: A DRIVEWAY WILL BE DESIGNED OFF OF BRADLEY LANE ONTO THE CHECKED BY: 43,1. 5,1-,3%~~-,1*31*Â·f PROPERTY ACROSS THE NORTHWEST PROPERTY LINE IN THE APPROXIMATE LOCATION OF LAS SCALE THE EXISTING ROAD BED. r ' PROVAL =30 -1Â«62495Â»Â«*13.j 7. DRAINAGE: DRAINAGE FLOWS SOUTHEAST TO NORTHWEST VIA SEVERAL UPLAND DATE: 8' MAXIMUM HEIGHT 01-17-11 SWALES LOCATED THROUGHOUT THE SITE. A SILTED-IN 18" CMP CULVERT EXISTS Community Development Â»42*43.4.i / ty.i==Ir BENEATH THE OLD ROAD BED. DRAINAGE WILL NEED TO BE DIRECTED UNDER THE SHEET SCALE: 1" = 30' .*' \ 1 v f /> 4 ACCESS DRIVE AND/OR AROUND/UNDER ANY OTHER OBSTRUCTIONS TO THE SWALES. NATIVE OR FINISH DatA' 1- l&- LI WELL COMPACTED-34 ' NATURAL SOIL -V Â· Â·Â·i 4 - fGRADE 0 30 60 90 OF ~ Approved By:.-PW . 18--24- DIAMETER Rocl< ~4 ~ fl 0.3 - (BIGGER ROCK AT BOTTOM--1 AL OF WALL) ---- 1 NOTE: SOIL TO BE WELL COMPACTED AROUND ROCKS AS THEY ARE SET PROJ. NO. 2010-09-17 NOISIA3M 31Va 18-98g N~WINIO ' IC 107 TISION 1030)Eld le)\U)1.18 CU Ohica Â£047 H?me of Ron and Sandv Noble Lot 31, Uplands at Fish Creek Estes Park, Co. 80517 Board and Batten Siding ~ ~ ~ Top of Chimney to be minimum of 2 taller of any part of the roof that is within 10' / 12 000 00 Provide minimum 6" slope within 05200 10' of building to get water away 0210 . 00 40 Year Asphalt shingles with ridge vent from foundation or provide gutters APPPOVAL ill 052Â©Q & downspouts with splash blocks. 000 .-i Community Development 00 052Â©9 000 00 00200 Approved By' *'A- lx4 over 2x8 Spruce Fascia OF-pol All Exterior lighting to comply w/EVDC 7.9 Stucco 1 StUCCO , 36 3/8" plywood soffit with 2" continuous ridge vent All vertical posts to be 8xS Fir (smooth) ' 4" wide stucco trim around ext. windows and doors U - P#crow Stucco ,? 00) 1->111 In-Progress inspections required for: .I.I. Window/Door Flashing EDO CJ Stucco - Exterior Veneer 6" wide stucco corners . Mid-Roof Z -M f ODD C]O > 0 U -O 6 EDÂ©1)82Â©QEEDQC@DEADOGROPEEDDEÂ»VE,EDÂ©1702800139 12" Stucco Belly Band (1 1/2 thick) CCUD GUCEOUJUJEJEOCE[ZIEJUDOCE]000[JEE]CY]OCE)01)23 - Requires in-progress inspections Cultured Stone: m & O 130000800000000[JOCIEDE[JUOUG OUDED[JED .r-**DEFDOCROollopeDÂ©DEBEEGUILDEDED DEADUK]ERED cal[29952 202001*DEADEBDUDEADQIEr--F Install per Mfg. Specs. (f) I -2 4 9OE]OUE]OU]C]OCC]03 EJEE]Doocclonon C]OUCULJQg C]Oucluu DOCCY][IIOEJEOC]C]OCI]OCII-liu-lili lou] 1-LLKa g[-JOE] CDJOIJBE)13 L 0000000 stucco ~ ~ ~ 00801 DEiED[52Â©ILFLI][52Â©9[52DQ[229[1 &' lili , "'I kn~-0 L- aPEDBOR\2580!208102 DEFEVERÂ©EADDE [JCI]O DEJOJOIJUDJUDE[JOI /lili \ lili D Have on site for Inspection -OD O -'-1000]OCIEJEZIC]DIC]C]ocloc]J OCUOK=00[2 000[30[3 [mooc]Doc]130000[:300[300[1 , \11 E rÂ·-FrlJOCI-JOUL 000 DUL 0200 00OOO0O00O00LI K C -1 -DifdoÂ®g , 07 [1 2902Dfla DERD/ZO@JAUERMLMUDDMIN (Â¤ 07 0 nouclou unoccouccursooomal h , ARG o Patio retaining wall to be stepped so that no ailing is required. 0000 000000000000Â£11 \Illl / lili D C 4-, â‚¬ 9)[52Â©012 90,201)08Â©90.0/[299(DDEPEOEt:~DEP 00 000000 0 20[_Icazi[Con] 000]ME] [30[E[20[ZOCUIJ[m]COODOCh,cu~cxz~UE] 0Â£ IJ nuno 000000 Unonon 0000 noconuouounomonomong - oDDED@Â©902Â©0 502280200 Â£5200100/2(1 009[*DERDEP.99[20953 029QCA)902(02Â©ERUEADQEEUL)QE2DEAEP 000[30 02]00[30 02Â£]UEÂ«JEUU] COIDOE]DOE 130000[r] 0000000120[JEOUCE]nOCJICDOEJEOUCOU Deck piers to be minimum of 30 " below grade 000[J 000000 00[JUDD DED EFIS and 2 coat stucco: - Requires in progress inspection - Install per Mfg. Specs. - Have on site for inspection - Certified installer required - Certificate of Installation required 1-OWN OF ESTES PARK All code issues not addressed on APPROVED the plans are subject to field inspection. Buildinc Deoartment 8, - O~_-LDate _Zzl-G./ I building Orficial Loading, Wind, and Elevation Information: Building Square Footages: - General Notes: -Elevation: 7837 -Stucco to be 1 1/2" EIFS -Main Level: 1988 -Board and Batten to be lx4 over lx12 spruce -Wind: 105 MPH (3 sec) Exposure/ 6 LoCM- A+0. -Lower Level Finished: 1256 ~ DATE: ,-59==Sh -Stone to be artificial. Option moss rock on a steel -Ground Snow Load: 40 psf. ~~~ ~ fl @~G~)kh -Lower Level Unfinished: 219 49:$ A. Spoke lintel. ~12/17/2010~ -Roof Dead Load: 15 psf. 00.Â·b 1.6% 00:-3 -Garage: 632 -Floor Live Load: 40 psf. @ i 22060 5 JF -See page A-4 for deck railing notes A ..UNO -Decks: 494 ~ SCALE: ~ -Floor Dead Load: 10 psf .2?WrA.e:rÂ· Â· -27 -Crawl Space: 450 TOWNÂ·APPROVED 271] -Deck Live Load: 60 psf MUST BE ONSITE 1 SHEET: iMANS & SPECIFICAMONS -Deck Dead Load: 10 psf AND AVAILABLE FOR ALL INSPECnONS 31Â¥0 *9 NOIidINDS30 'ON 37.LIi 133HS !>10!UeMI qog :*9 a3aIAOkld SDNIMVkla uo!,eAaial 411ON Maa-ID Ws!=1 LISOB ed sals3 'Ind 3-1!JPI!M 68ZI uo!10n..EISUOD -laA0153AA apoodizÂ·jaurnsapo/o ope-loloo '>ped sals3 . General Notes: /.\ -All exterior openings to have a header height of 8' /...A :. \ , on this level / 1.1 \ \ -All interior doors to be 6' 8" tall / 7.. / \\ \ -5/8" drywall on all ceilings 1/2" drywall on all interior walls q> \I \ -Crawl space is to be conditioned J 4 e -Insulation to be provi338-FEE676athroom walls \~ \ 94 for sound 00 \.\ -Insulation to be provided in the ceiling of Bed 2 @ ..~./ \.\ ... 1 Provide 5/8" type 'x' drywall under 1 . 1 3 and bath for sound stair including walls and ceiling of Ill -Lower level is 4" SOG except for the crawl space Storage area if open to under stair 1 -.~ 1 \ -Crawl space to be insulated on the exterior with for stair protection. 1.- 1 R-19 insulation. -Crawl space to have all construction debris ./ removed prior to installing 1 . 1 Equipment to be installed per the 6 mil black plastic over the floor Mfg. Specifications. Provide ......: / \.. \ (3) 2x6 under LVLs for bearing combustion air as reg'd. Provide 1 - 1 Gargage above \ clearance to combustibles per the gl@ ~ ~. ~ 22'-8" x 22'-8" \ .1.- \ 4. Mfg. Specs. Have on site for 1 -1 1 / 1./ 1 19â€ž inspections. 1 7/ 1 .6, P 41'-5 15115' / \C 1 01 50 gl. HWH ~ 1 ...fm i I i ....3y 4 // \.-\ 2,05/7 Â©4.Â» 1 2 11 S 231-10" \ 1 Â» /1.1/ \\.ix A 0 / ':-/ \ 9. . 4%4â‚¬r~ 4'-9,1 ~iÂ»t \ ./>097 Â»4Â» / \3'\\ 413Â« A i 3- : ----1 1.I 4 ~ 99 94 2-Â·/ Upstairs to also have A.C. Â«.Â» // Crawl Space %2Â» 1 - / 1 1 18'-8" Crawl Space Access- r x 23'-4" ~81/R 8(836 / ~L y...>> 11-2 1 7- - 1 , 1 L_1_ _ - - -4' 0Â©k Â»0Â» Two Furnaces 1.- 1 Stairs to be 3' 4" wide, / . Floor drain \9%22% NV>'f,>9 (90% +) ixi A~ have 16 risers @ 7 M ~loor drain A.- /L // 1 < > and treads of 11"/ 1 / 1\ 1 Unfinished Storage/ / 1977> Electric Dryer to be vented 1 -hi . 43/ t . through the ceiling to the It Clili Mechanical 1.4 1 i.m t V / A . /2\,\Hoka~arl j 3068 \ 13'-7" x 9'-3" ~t---7---- 1492-- down hill side of the I F lili t /- LaundrÂ¢*2\,property. I l. lil 13'-2"*7'-11"N~\ // 1// m YfyORailina 4 Dropped ceiling in Hall and Laundry # ~ ~ - 1 1 , lilli Il a. 1 / Tile Floor . 4 1 , l. ml I 1 Radon stubbed up here and to be / Aup V ~ Carpet h for ductwork vented through the pantry chase 4---1----------- Â« 6/ , I: -' t': 6 :I~~' .LI '.. -,fl / D Bn / \ 2460 4 -\- 79\\ / above /' - step 9, . 1 i A 11.... i--0 - 11.- 1 â€ž shelves , h .46/ ' / Â»*44/ NV 1 - 5 shelve24:.1 "x 1 '-9'y 1 - 1 4068 CO e' /9' Ceiling il V ..1 le'. 1 1 DCB2326R 1 1 5 4 \ Tile Floor , -1 --4 \// Carpet I' / Ami Carpet Bedroom 3 1 NET-of' *41/1 9' Ceiling 12'-10" x 14'-6" Dll Carpet \ 1- 1 - 2- .1 CO 9' Ceiling - - 6 \ rn 1 Bath 2 L- / \ '*~ 8'-2" x 10'-4" ILL I 7- 9' Ceiling \ le \ Egress (Egress-1 [[ 1 ty, /fr c 7'.- " L :r \. -- .4-----, IIi - +11 1 4\ T I~W--14[ 1 - lit It n .. ~ 1, r - -Ma- - -- -7 1366@omb[1. 1 / / Door header to be Rec room/ Office (31 / / min. (2) 2X8s / I 17'-5"x 19'-5" v 505000 - \\ i Â«\\\\\ 1 G I 0 %{2 / 4 / i ~ * Line represents 12" cantilever above / / 4~ ~ 8'- 7/8" -= 4'-91/2" - 3'-9" 3< - 1 \ 14'-3" - / / 351 \ 1 // 4 U' y 31'-3 3/8" X / 1~ 1 1 / / \ b~ LIVING AREA 1254 sq # DATE: % 4 12/17/2010 I e SCALE: 1/4" = 1' SHEET: A-2 31Va 19 NOI.LdINDS3O ON 311IL 133HS e'qON Apues pue uok' !>10!UeMI qog :Ag a3aIAOEd SDNIMVhi(] JOOIJ laAel .laAA >'aa-'D ws!3 le spueld A I E 10-1 LISOB '03 >1-led salsEI .PkI 31!Jpl!/A 68LI UO!Â©nIISUOD JaAO]SaAA apood!z'Jau6!sape ope-,oioo '>ped sals3 General Notes: -All Exterior walls including garage are 2x6 -All Interior walls are 2x4 UNO /- Exact location of Kitchen and Dining Â· -All wall bearing heights are 9' except for the Great Room Windows to be verified with final -Great Room has a bearing height of 11' cabinet drawings. re' 5,/ -Window header height in all 9' walls is 8 -Window header height in Great room is 10' -All exterior walls to have R-23 blown in insulation 0, -All ceilings to have a minimum of R-38 , , Interior doors to be knotty Alder 2 Panel Arch \, . 1 Base to be lx6 Alder %4) / \ \ 7, 4 /\ 0 -Case to be lx4 Alder \ -Closet shelves to be painted particle board Â» r x : -Plumber to provide hot water recirc. for the home drywalled angl painted Garage tolky insulated, Patio 0, -Electrician to provide electric heat mat under the tile , , , , Winder Treads R311.5.3.2 Greatest tread depth @ 12" walk line Colered Concrete. Option floor in the Master Bath -Top of main floor, deck and garage slab is 100 shall not exceed the smallest by 3/8", stamped concrete Exit door required by R311.4.1 ~ AÂ·#444Â£ \ // 1 6" minimum at any point, Level landing both sides, maximum 1 1 9%0 1Â» 4.t'.4,9) 10" minimum at 12" walk line. threshold of 1-1/2" , i \ 10 0 \ \ \ 740, 7 \ v/ \ Mton 194 ---- 0 \ < \ 41'-5 1 /2" ~~~ 20 min. self closing door 4 1 G 11 '-7" p ' c 9'-4" 7 4 1 02) Floort)rains / <| | Covered Entry 6,4 erior < 0 b) 4/ 0 '0, AG -% 6 Garage , , ~daylighted to&*t 1 \/ 1 4 6.7 49. T EDI ~ 23'-0" x 23'-0" A % A/. ~Hose Bib ~~ ~~ fit, . \ / I : . 0 , ' Gas Range Ct 4 0 13.0 3620AW 3680 1280fx /-il--- -1 C \ \ V 0 / 0 --1 -/V Tile Floor L Attic1 6 . i I -I- 1/761" -1"117 / 0 13 "1 + v 39 \ / O I ' 7.. Storage trusses above garage' , 4 afl I BlaR | / 11 4 7 /-4. Powder \ Â·=DN / 44 Mud Room 5'-5" x 6'-2" O 0, / All 1 leve I <f $ 1 ~ ~~fant~~ " c 15'-3" _ - v if 30" of vertical height provided. Minimum 5/8" type 'x' drywall -u- E 41-10,1 x 71-6,1 R. i 9 Provide Attic Access per R 807 / - House/Garage separation reg'd. house/garage wall up to roof P E Gas appliance Vent to exterior. \- co Line of epped 1 6, A Mechanically fasten attic access to sheathing or ceiling & bearing walls. / 1 24 .e--~ceiliQ*: 2" step. 0 / to resist uplift. .56 - 22 1 & 6 0 / --. Railing ~ / /~Lf Co Wood Floors / El . M / I]9 90 LA// Underground Electrical Service. Uffer Gro d below. m Flat 9' ceiling e < \ / . I 'rj 2068 ' I NON 4- ~ eoMA,4er 2x6 wall with a~ch abovetÂ« Closefl~ \ 2 Bookshelves 797838 e 005' 5'-0"xi '-6" 6- 01) Wood Floors 0 7. Wood Stairs /A. 1, U CD o oset /7 ,I \ Master closet Â»1- 2'-0" x 6'-1" A. \ 11%4" x 7'-7" , < P - 5, /7 I i .. I 2 - L 150 ./4 yfh< ' - A , 0, 0 'b 09 6, .- 47 <p. Â®cr// beg 7\ I +- Carpet 1/ , See attached detail for stair, guard ./ 94 ) 7 \ 0Â»-cP V A 3 LL 4 ~ % 1 ~ Wood Floors /AV Lower ~A 24 2/\ 6 <1 and handrail requirements. Z -M 12'-1" M Protect penetrations in house/garage / / Master Bedroom l accessed off garage require 5/8" type 2\ 4 h Vany V / separation wall. Mechanical rooms Edge of Vaulted , 1/ e, 9 - 53 Tile Floor Master Bath I AX ~-Te~*ision 17'-0" x 18'-6" Ic 'x' and 20 minute door with smoke ~ seal and closer. 6 15'-2" x 8'-1" -/ i Ceiling 2 y Line of stepped ~ Patie 120 (1Â£14 / /6' tall walls around shower 4 C '~4'// ~ ceiling. 12" Step. NÂ«/ 1 ~ R Planter Vaulted ceiling 1/ 0%\ N 0-1-9 Se/Thru 7Uo 40 I //%, /Fireplace Carpet y T.V., built ins.- \41' Bench~ < Â« -~ FA,>36 1 R Egress 'ndow / // 14 -911 Poured Base -< 5'S5";cw4'e~,1 \1 Great Room O" C>:, 18'-0" x 23'-0" Lum 6 Wood burning fireplace. , 1 1 1 111 Stone to ceiling, with . _ .b stone hearth and mantle - i ED oml j YL k Â¥ lip 4,- J a 38" minimum from the outside corner of framing to the edge fr \ 2 i 21040/C of the window rough opening. (3) 2x10 header with the ee'% 974 bottom at 10". (3) 2x6s between windows. 2'-2" 2'-2" 11' Bearing height -8" c , c 2' e.< >IÂ·â‚¬2'-10"1:0 8' 1:<2'-10"Â»I< > A E- 4,-6 3,(r - = 181 - - (1) -6 L ~ 31'-2 3/4" a. U > C 0 Â©0 4-J W. /0 - 07 1 ,% Ra, 74 1, G, DECK LIVING AREA 1 z 0 1 4'-8" x 39'-0" 1989 sq ft Ay ee: 7 â€¢. DATE: \ 4174 ~2 12/17/2010 % SCALE: 6 1/4" = 1' /56 ' SHEET: A-3 314(1 AO NOIldINDSBC] ON 31-LI1 133 qo Apues pue uok' !>10!UeMI qog :19 83GIA0kld SS LISOB '03 >ped SalsEI 3!JPI!/V\ 68ZI spueldfl IE 101 uollon-01]SUOD -1 apoodiz'Jau6!sap% ope 'M-led sals3 East Elevation Ceiling line over covered deck is 11' D 00 09902)02 [200 laDDEADDE.1 O 0008100 Â¤[30 02[IUE][JU 0009Â£21/2 Cal)Q 83)DE?DEZEV 2154 0000 00 000000 11 . 111 . 11 00 99623/JA CADD 109[2090&09 Stucco O 0002100 000 CCEOCUE]00 0000 00 DEJUDED 0 2]00[]00 000 LE]QUUCE]80 Stucco 0000 00 000000 CD , u 00 [1) 33 000 0 Do C=JUC]00 0 0 0 00 00- DOUDED 82 0.00.00 UER [52 -0 .'. 63090&Â©WEa9 0 00 n Emil u 00 000[JC]00 000000 o .1[ZU[Z Roof is all 8/12 pitch. 40 Yr. Asphalt shingles ro > U) 00000000 (U (0 Cricket behind stone chimney EJEDEJUD West Elevation ~~ ~ c=DD[32Â©DE;2Â©D 000000[30 132[JUU EZED[32}08 000020 0020[ZJ c=DQUEDQOADD 12]00000210 00[DEDE) oÂ©/290Â£2311 1 Deck railing to be min. of 36" tall. lx6 top cap, with 2x4 top and bottom rails with aluminum balusters. No more than 3 15/16" space / stucco - \ D U 0 0 between balusters. Bottom deck rail to be 3 1/2" above the top of the deck. Stucco Stucco Stucco Belly Band O 0000000 009199080002 [2990@DUK)9[JADED[UD~KE~ 99 EADDEADEFED[20902091209 028QIJADDEDED!702Â©DE@DWO2Â©Q[32Â©DERÂ©DEPDOGROPEED I 2Â£52]E]OUCUE]00 [=100=]00110[:]00=00[300~ 1--71]r-1 ~E] CO 200[]0[30001020000 02]OUC]OE=]2002100002320020000000 JIll] 0000000 500000000[3001 /Ill\ 10 0 000[3000022]00 0000000[JUDEJED[J $ EEHEEREEHEEP~ lili ~ ~Ix ' 0 0.60 00[300 12/17/2010 0962098200132 1109[JAD/Eg)QCZDQERÂ©9[JAM 1 i 111 E l b 00 ' ~ 830952Â©QERDI)[EleaDERL]Q ~ DATE: ~ 80Ell]Oumu StuCCO ~ C]C]JEJE]0123200CEJEMJEE]Coul 111/ 0 co E]COUC]0[I]0[:]210[23 liD 0009000 000000000000 0 000080 ' 927 1701 DROUDEADVE@DERÂ©962OO U EADVE;20962 00 GRI20032908ADDEZ0,EAD?FJ=11~ 91 CB 22)00O0DOCIDOU][30 0000 000 0 U EJAJECUI)0[200[2]00000[bcocrucxIN]2021 00[2]000[30[90[J 200 ' 20.02 0000000000 00000000000000000000 0000000 1 ~ SCALE: ~ Stone cap between sto stucco with flashing DEEDQUEDDED@DUCEDDEDEDQ 0/20902 02100 0002 9[2DQEZOEBDUCKPO [JADVEADUDI)[27(RE)91520/209/21620620 DO[5399[52[2 00000000000000000 0000 000 U UnOUQUEJEUE]C]012JCU UQUEJE]Â£]EI]OUJU313012]10DOC]E]00[JOC]00[2] Cloucloc]GO 200012]000[J 0000000000000000000 1" Minimum veneer clearance to 1 SHEET: concrete or per the manufactures specifications. 314(1 WO N0IldI21353C1 ONf-41-I alqoN 6Â»1 JsaM pue isea Me@-13 ws!3 suoileAaial LISOB Int 0-11JPI!M LI apoodizvaufisapo~o ope-loloo '>ped ~s3 40 Yr. asphalt shingles over 30lb. felt, over 5/8" OSB over manufactured trusses @ 24" O.C. 3' of ice and water shield on eaves and all valleys Fasten each truss or rafter to resist uplift. Verify connector meets uplift requirements w/truss mfg. specifications. R-38 insulation min. lx4 over 2x8 spruce South Elevation and gutter (not fascia with drip edge shown) Board and Batten siding 00 5/8" drywall 4 < 0 2x6 sub fascia ~ 3/8" plywood soffit with continuous 2" soffit Lateral blocking required at each vent 1/2 drywall truss or rafter to resist rotation. Stucco Insulation baffles inspected at %5200 0[20[209 000 013]00[]0 rough frame inspection. CO 0 El 000 00 0000 lili / 111 ~ lili 9Â£201 Ea)Qcg)9 000 000080 I 00 0000 stucco 90* 02Â©010 Stucco 1111 Colou[10 Fireblocking inspected at rough 00 fu DEJED 6" stucco corner boards frame inspection. 00 0 0 000 1 0 099021 Stucco Stucco R-23 bolwn in wall insulation 09 Wood sided garage doors. 9x8, no glass, ~ 36" tall stone covered battered insulated. columns with stone cap. 8x8 columns to beams above Stucco (not shown) over ~ Tyvek, over 7/16" OSB, over 2x6 wall 16" OC / W Ze Z 3/4" T@G OSB, glued and nailed C 11 7/8" RFPIs 16" OC or as shown 11 7/8" Rim U) fo 2x6 treated plate over foamll seal C 5/8" D rywa 11 â€ž attached to the concrete wall using (0 44,1/2"x10" J bolts 4' OC C 0 41\1 CE to' A-ooll-'r[> FLUAL Final grade to slope away Pk 4 rEF. A-AN from building v Wood in contact with concrete to be treated or decay resistant. If stand furred walls off of foundation wall, provide fireblocking in concealed space. 2x4 wall 16" O.C. with treated bottom ~ Asphaltic damproofing over plate. Framed approx. 1/2 off of the 8" concrete wall and top of Foundation wall. Insulated and drywalled. footing / 02 Wall rebar per the notes on A-6 :% (D 3t DATE: 4" SOG with thickened footing Perimeter drains to comply with R405.1. Cover drain tile, provide L12/1-7/20-10 minimum 12" gravel cover, & drain to daylight. SCALE: 0 0 [GilIE 0 G\\ 4" perimeter drain in gravel 8x16 footing with (2) #4s SHEET: Typ. Wall Section Scale: 1"=1' :311I1 133 HS !>13!UeMI q09 :*9 03(lIAOEd SDNIMVE(] 00 00 [JEED ED E UOileAaiBI qln~~ Maa-ID Lls!=1 72 spueidA IE 101 uo!Â©nilSUOD JaA LISOB '03 >Ned salsil .pE a ~ Estes Park, Colorado %designer.zipcode 13 -01O l \ 20/!-02-69 26â‚¬ \ /AN Top of Main Floor is 100' /// \\ 5 1 11 \\ 0 1 11 \ \ 1 11 \ \ M e \ V, 1 11 \ \ 1 11 \ \ 8*24x24 footings 1 Ill \ \ ~T.O.W. is 99' 9 3/4" ~ with (2) #4s each 1 11 \ \ 1 11 \ \ 1 way 1 11 \\\ T.O.F. is 97' ~ ~- T.O.F. is 89' 6 1/4" / 1 l' \ \ 1 11 \ \ 11 11 \ \ T.O.W. is 102' 10". Concrete wall will 1/ 11 \ \ ~ ~ Â·11'7" h / N 9' 4" 11 11 \ \ be buried behind the cabinets. / / \ 1. 11 11 \ \ 1 , F 3 9493 T.O.W. is 100 \ \ 1, 1/ A throughout garage \ \ //\\ 19,/ L - -1 61 _I 11 11 \ \ Conditioned crawl space requires air 1 1 \\ 0 transfer grills for air circulation, walls 1 1 \ \ insulated as required by energy . / 0 \ \ \ 1 41 '-5 2" <<</ Garage above ~ package and 6 mil poly vapor barrier 1 /0 \ \ ~\6' 13" / over ground, lapped and taped. , Ay p Y \ \ -*91/16" > < 19'-1 3/4" , <, 17'-8 1/8" 0 / 0 \ \ -t~ ev//f AÂ«Â» / / 4 / i s /7// 1\ \36.0.F. is 89' 6 1/4" T.O.W. is 101' 8" 1 1 C e Â£06.74Â£.6 ta/64+r = d--38" ), 11 11 1 1 1 \I. \\ / A A / / 1 1 1 ~~~00~U. tie-/GHTN / . 1 1 -7 / C VE - (IIFIE) I./.1 4 Â»al j //7 2/ / m // // Crawl Space 1- Floor Drains-Â·Â·-754-__ L_ --_ --$ ~~:fRÂ« Â»' // / / 1 1 (0Â»- 11 /71 Â«Â»- / G C 1 1 2040,110 45 1 11 -1 Ney\,7// - 6 1 / p. 2/ 1 1 GENERAL NOTES FOR CONCRETE FOUNDATION WALLS ! . It 1 1 1 U // -n // Unfinished Storage/ 1/ /1 FOOTERS: W 0 r > Laundry 1 1 Radon stubbed up --,0/// 2 1 1 Mechanical 1 ' lili 8x24x24 footing with x- V 11 /N 1. All footers (unless noted otherwise) to be 8" high by 16" wide for one (2) #4s each way // /0 A- 11 111 framed floor and roof above and 10" high by 20" wide for two framed floors 1/ 213Â«169 V Â»11 11 li' and roof above with the wall above to be centered on the width of the -12 \ \ Thickened slabs and interior pads 11 111 footer. W \ \ Uffer Ground as required by NEC 11 1 . up\%'7 require inspection. ; 1 'N 2. All footers to have (2) number 4 rebar continuous horizontally. Q \ /// \ \ y/ - J j m 3. All bottoms of footers to be a minimum of 30" below finished grade. L \ , Lt / 5|0 A U T.0/*p* 99 9 3/4" - \ \ a T.O.W. is 94' \ \ -________ (A- 1 M - V WALLS: cgi\ 1 0Â»07 ~ ~ ~ t~i~~*~~~~~~ 3 5 2-gh 1 1 ill \ \ 11 1 1 1. All walls to be 8" thick unless noted otherwise. 24 3KoTA=e:31- \ \ T.O.F. is 89' 6 1/4" -9~/ / c: CO 2. All vertical wall steel to be hooked into footer with a 4" hook. -Dir '21 410. 30* \\ / // t>e \ \ pu____~/ v ;~ ~ 4.J ~ 06-Â£00Â£.D T.O.F. is 97' \\ / 1 11 3. Vertical wall steel hooks shall extend a minimum of 16" up from the footer /--7--h. 6&.Ah â‚¬ \ \ 1 to provide a lap joint for the upper vertical steel. Z (0 00 1 4. W anchor bolts shall be imbedded a minimum of 7" into the concrete and // > U) . \ \ / / - z || shall be placed a minimum of 48" or'~ center and within 12" of each end of -O -0 0 Decay resistant plate/connector \ \ / / 26 ~ 1 I all sill plates. ECU required for piers & pads R407.3 \\/ Dotted lines Bedroom 2 'L./1 Bedroom 3 5. All anchor bolts shall have a 3/16" x 2" X 2" washer to hold the sill plates. (0 00 \ \ represent thickened ---3 6. Number 4 rebar horizontal wall steel shall be placed a maximum of 16" U) -6.-E Post/Beam connection to resist \ slabs. 0-2 1 1 apart and with the top and bottom bars not less than 3" nor more than 6" uplift required per R502.9 \ \ | B from the top or bottom of the wall. UD m / 1 T.O.F. isM' - / Â®(-11 Bath 2 1-7 1 7. All horizontal steel to be hooked around corners of walls a minimum of c ~_| a. 1 4 P 87' 7 24". ./ \\ --1---- T.O.F. is SEP 1 1 3 8. Spacing of number 4 vertical steel: FL- -- -- -7 ~~~Â·~._4 1 Wall Height (feet) Steel Spacing (inches) 0Â£ -J UJ / Top of Floor is 89' 10 1/4" \ Iij ~ ____ I-1 0-3 48 O 0 0 T.O.F. is 95' - /~ this level 1 4 , , T.O.W. 89' 10 1/4" I I 3-7 32 1 - 1 '1 Rec room/ Office 1 1 4' 8" 9 9-11 16 If Passive Radon Mitigation 7-9 24 / to\' 1 installed, comply with requirements T.O.W. is 99'. 2x6 plate, \ 1\ -1 Y 2x10 deck joists, and 0 [l,_-1 1 of IRC Appendix F. synthetic decking. \ / / T.O.W. is 95' // 0 - 14'-2 13/16" 1 1 \, j T.O.W. 89' 10 1/4" 1 1 3'-9 3/16" \\ \ 1 1 8'-5 7/8" -Â·< 4'-91/2"- - - \\U \ 1 1 l i T.O.W. is 93' \ / / 31'-3 3/8" Construction documents have been â‚¬2 \ \ 1 1 designed by a Licensed Design = ro T.O.W. is 92' 2" 40 6 Professional. Structural elements // Building Safety policy. SuS ' / 6- Â» D a. are not reviewed per Division of 16 ~2 \ .401. Equal spaces v 6 4'8" 4> aery' between middle 40*4#MAD' 11' 8" Big Foots /1 '7 100.~. DATE: â‚¬01â‚¬0.299 0- LIVING AREA _ ~210/1 Â£,60 2/90*11 1-2*&41%2Ofc) 1254 sq ft 4440 SCALE: 14" sonotube min. 2F.P.R.E,G,% 24" Big Foots min, ~ 30" below 30" below grade, grade,typ. of 3 e Â·.roNA 1/411 = 11 9-Oil ' ty p. of 4 1 0 4 AAER= d 0 SHEET: A-6 NOI-LdIkIDSBa 'ON !>10!LleMI q09 *9 OBDIAO'ad SDNIMY'Ma ueld uouepunod uo!Â©nI[Sllol JaAO#SaM apood!Z'lau*apo/0 Ope-10100 A General Notes: /\ \ -All headers in interior bearing walls to be (2) 2x6 UNO / \ -All headers in exterior walls to be (2) 2x10 UNO / \ /\ 1 1 \ \ / /A\ \ (1) 11 7/8" LVL /\ \ \ (flush) around the / / / \\\ perimeter of /// \\\ Ill \\\ stairs. F / / / \\\ 0 .// \\\ 4 /// \\\ % / / / \ \ \ 4, 00 .// \\A 111 11 7/8" RFPIs (40 series) 16" OC 2x4 wall with * * 1 11 . \ treated plate from / / / .\ I \/ footing to bottom of / / / /\\\ .// /\\\I floor joists . / . / \\ \\ Landing to be framed out / / / / \ \ \\ of 2x6s 16" OC. Stairs to / / / / \ \ \\ \\ 1 \ have (3) 2x12 stringers \ / \ 9/46 \\\ / 1 7 7Â· / / \ 1 1 / \ / e / 1 1 \ \ 41'-6 15/16" 0 / 2 2 \C -2 \ // 1 1 \ \ '6 <ff'/8. 1 1 1 43 // 1 /1 (2) 9 1/2" LVLs dropped. LVL bear 0 L 23'-10" 11\Â» / / / 1 1 \ Â»7Â£- 4'-9" %4 11\4\4\ / / i on (4) 2x6s on a 16" TP ramsetted / ---- -----------------0---4/AV to the footing (either end and ./ - middle) / -J /// .X / 1 1 / / 1 2 X \ ...Â»/ , E // 57 i / 91 1 1 r--- --1 0 1 )6, iN 1 1 - / / 1 1 1 1.-Ill N / y, Â» i, 0- / 11 1---2 , / / / \ re /~~~~, / 1 1 h 1 1 1 1 1 - \ / 11 \ / 1 1 ./0/ C< <C. v L / /EL. _ U \ / 9 2 0 /// r \ 2x4 wall with 0 / *_1*A. IL/ -0 i. 0 1 \ /0. - -- 21-1- A \ r Â·trr-:.- r IL-Dlf-t= 4-tri t' I z ro UJ - m . treated plate frorn ------------prE-R\â‚¬411 4 , , 54]1 , br,~,k 3- 1117- A footing to bottom of \ / : ,7 . IL \ .4,1'k 6.:79::*8*5:.TH,Isill k I ' 7/ 4 floor joists - UU i / 40-3 ~~~ ~~ ~ CO ~ ~ / , -) '//. '' 354:3 = ~Ur>j,u - NU Ill I 4 \ \./>1~-6,/ L.-f lili1 ---t\\\ ro ro 11 -- (2) 9 1/2" LVLs \ / .-'. â€ž1 - 2x4 wall with ~ dropped. This is the / - \ / - 1 1 - (2) 2x8s for D treated plate from edge of the dropped m / ,- - closet header 1 - 1 1 footing to bottom of ceiling in the hallway. 6 0 floor joists m 1 1 41 1 1 00 0 / 11 1 40 . f f. ) till -1 1 =rl =til. 7 5 / / 1 1 c 7'_ " 1 -/ 11 y 11 0 1 1 1- :1 I 1 2 Top flange simpson hangers as needed ./ 0 . --------------0 I 1 1 iÂ»Â« 50500/ 2640SÂ¢ I 1/, 1 1 2------ L/ / ~ Â«\ (2) 2x8s for 1 1 Lji 7 closet header 61 ] U -_____-4--- --- ,~P ) 0*Wliurd**u cantilever bearing. Fasten joists to / / p 2.10 1 Â· Continuous blocking required at . -:- J -vi v 1 resist uplift. \ "01 ~~~------------ -~- -,:.,c-- --- ~~ Continuous Rim required at \ / cantilever end. aeÂ» 1 11- - 94 9,/ 1 1 1 1 11 7/8" Rim on cantilever / \ / /,43 c \ 8'47/8" w-7 < 4'-9 1/2" - 309" DC 14'-3" p / / 593 %\ \ / // 00 7., 111 li 11 7/8" RFPIs (40 series) 12" OC this section only e b ~ // 31'-3 3/8" ~ 64 %4\ 1 1 11 7/8" RFPIs (40 series) 16" OC \// \ / 1 DATE: / 1 ,6 \ r 12/17/2010 SCALE: 1/4" = 1' 4%4 m. SPOQZ.FA 6 4.44 4.1 ' O ~ E 22060 i L. . A--- SHEET: . 93 (/312/ONA\-1.2#' A-7 %51 D /0 1.953 1 6 54/#950:21'. 43*47 31Â¥a *9 NOI1dINDS3a 'ON pue uok' !>10!l.leMI q09 :19 O3aIAOLId SDNIMV~Cl Bulll.le-1:1 -100l:|3Ulews LISOB '03 >ped salsEI .pti a,!JpliM 68LI uo!Â©n-I]SUOD -laA01SaM apoodiz'Jau5!sapo/o ope-loloo '>lied sals3 Header over entry door and sidelights to be (2) 9 1/2" LVLs. (2) 2x6 - .1 trimmers between each side light and the entr-y door. General Notes: -Manufactured Truss plan to be completed and submitted prior to a framing inspection. -Heal heights to be raised to provide for R-38 insulation -Drop cord trusses are for 2x6 lookouts -Lookouts to be blocked with 2x6 over the drop cord tru -Truss tails to be 2x6 to allow for 2*6 sub-fascia and 2x -Great Room Trusses are scissored over the Great Roorr -All headers to be (2) 2x10s UNO -Ceiling detail in the entry and Master to be constructed -H2.5 to be used to attach all trusses and rafters to plat rflanufacturer -Garage trusses to be attic storage trusses with a 3/4 in 11 per sheet inuous (2) ieader 8x10 DF #1 beam on 8: below. Min. 4 1/2" bearinc 6 3/4"x12" Glu Lam for truss bearing where trusses change from a flat bottom cord to scissor. Beam to be wrapped in drywall. Solid i bearing to concrete wall below. >t -71 1 (2) 9 1/2" LVL header over the ~. window above the door. -~ 2x10 ledger attached to the building using - (2) ledger locks @ 12" OC Joists to be 2x10 @ 16" OC. LU210s each end. Continue house wrap behind ledger. Flashing required to protect ledger. (10) Flashing required to protect ledger. Beam splices only at bearing points. DATE: Rim to be 4x10 DF #ltyp. mon 12/17/2010 and attached with (2) 5/8xT" la, over the 4x10 SCALE: All fasteners & connectors are to be corrosive resistant and approved for intended use. 1/4" = 1 SHEET: A- 8 31Â¥a *9 NOI.LdINDSBCI 'ON 311IL 133HS alqoN Apues pue uou !)10!UeMI qog :Aâ‚¬1 aBDIAOkld SDNIMVEG >loaa pue JOON >laa-ID Ws!:I le spueidA IE 101 uollon-I]SUOD JaA ueld 6uilll e.1:1 LISOB '03 >ped salsE' PE a.!,PIIAA 68LI apoodizÂ·jaubisap% ope-Joloo '>ped salS3 .. .....0- 1000, 7/Ilimilimh.*/. - .. ..0 a - - - 1. A . I .- . I .. - I. . ... 4, I - 1 ... . 1. ... 0 a ... . I ..10 . 4 4 0 1 V 0 .8 4 . 4 - . 8 . 0./, 0 . 0 1 .: I ' .. / 00 .1 / 0 0 / 04 - 4 0 \ :\ 0 I ..t * I 7 / 4 1 ..0 . \ 0 ) d A 4 1 . / I N, 0 . - 4 0 4, U 41 Â· 4 . . M . .. ..... ..0 0 . 0 . . 1. 4 .. 0.0 0, , 02 . \\ + 0 e a - . . e 0 . 011 1 .... . 0- .. .. /,1 14 / 4 I -0 0 a . .. - . .0 - 0 AN . .. \ â€¢ 1 4 0 - e. . ..... 0 1 . 10 10 ..... / . 0 \ 0 b . - .. . G, ......... ... 0. hy 7. 4. 1 0 ::: . :.. .. 1~/ .0 1 . I .... . . .. . .. . 0 - .:: 2, 0 . I . . - 1 1 . . -0.- . 0 0 0 . 4% , $ 11 . 44 ' 0,6 j k... li