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Home My WebLink AboutARCHIVE 350 DAVIS ST Building Records Prior to Community Core 2018. Entry ID: 98958 Name: ARCHIVE 350 DAVIS ST Building Records Prior to Community Core 2018 Path: \Property Files\Larimer County Properties\Subdivision\BUENNAVISTA TERRACE\350 DAVIS ST\Building 98958 24.-7 TOWN OF ESTES PARK BUILDING DEPARTMENT .*5,83. -Ves; # Â¥2â€¢4Â©Fr 4=2*F.1 /7...- 1~094?14Â£7/iOW~*'243%/ i#44;I,tu.s~ - 3 v 11Â·ST.. _ Estes Park, Colorado 80517 Nfl 1759 NO. CERTIFICATE OF OCCUPANCY This is to certify that the Single Family Detached Dwelling Owner: gon & Carolyn Bible ERECTED ON Lot No. 14 Block No. Addition 117Â·eno. VirÂ·ta Terrect Street 359 Drvis Street Mailing Address P 0 Box 4183, Estes Park, Co 80517 Architect Habecker Designs Contractor Paige Construction Building Permit No. 6072 Zoning â€¢-0 Occ. Gr. R-3 has been inspected and the following occupancy thereof is hereby authorized: Maximum Allowable Occupancies Floor Loads, Lbs. Per Sq. Ft. Basement R-3 , L' 1st Floor k.- 3 40 2nd Floor Roof /*,1 1;' 1 i V' 7-7-97 Date z Building Inspector P. O. Box 1200 Telephone (303) 586-5331 Office Received Date 205>6,/29 Town of Estes Park Permit Number 3 -'0087 Copy Received By 611 p Long-Term Residential Application/Building Permit , Division of Building Safety 170 MacGregor Avenue P.O. Box 1200 Estes Park, CO 80517 Application Expires /0/24/%/57 ,. General Information (970) 577-3726 ' FAX (970) 586-0249 m www.estes.org NOTE: Use this Form for Long-term Residences 30 days or more. permit Expires ,0/6Â¥~/0!D/6, 1 1 Job Address: 59570 1-Y w' 9 97- Condo: [*No O Yes; Lot Size: sf/ac Lot: 1 4 Block: Subdivision: 73{ re l,\< , \,Il (197--c I G r.69 1( f Parcel #: -55-25 2 - 28 - O/ + /1 - 1 1 Owner Name: . 3 9% n. (Â»b.\ L arr A vu 1 h , .ble Phone: 5--/ 0 - r) 9 5--- Jo 9/ Address: 3 hz-3 V h U L i 9-4 , , (Street) r) (City) O - (State) (Zip Code) Contractor: (2 *16?fru-3 (~ 12-9 g'' 1 01/48 ,Â·t--1,0/â‚¬ . Town Lice,~se#: //1 7 Phone: 9327 79/ 9'--y-o'cO 96 - 7 Address: - 1-Lr--r ( eltÂ» h j w-,> A-vr Â· FrÂ©Â« / 4 c t; C d) 7125 fi -2 (Street) (City) (State) (Zip Code) Email address (REQUIRED): 9 ~('4 (terceec th v\.0 61 Q vo. cu, i . c r, 66Â£ The Following Applies to New WorMOnly - Complete all that apply: O New Building Â¤ Alteration (t31 -Addition Master Plan# Building Use(sh 8-bwner / Residence O Rental -30 days or more Â¤ Accessory Dwelling Existing use: M<-- Proposed use: ; # of New Dwellings: ; # of New Kitchens: Sewer: ditstes Park Sanitation O Upper Thompson Sanitation O Private Septic - Requires Applicant to first go to the Health Department. Plumbing Involved:(62l.No O Yes - State and Town Licenses Required; Plumbing Fixture Worksheet Required. Fixtures: Â¤ Add O Relocate O Replace Â¤ Demolish Water Service: O Existing O New - # of Meters: . Meter Size: - inches Electric Involved: O No 8-Yes-State & Town License Required. State Permit and Inspection Required. Temp Meter: gaN613 Yes Service: El Existing O New O Overhead O Underground # of Meters: Meter Size: amps; Phase Voltage Type of Heat: O Gas O Furnace Fuel Gas Involved: O No O Yes - Qualifications and System Sizing Required. O Electric Â£ Boiler Type: O Natural Gas O LPG # of Gas Appliances / Outlets: Building Height: # Floors 8asement (sf) 15t Floor (sf) 2nd Floor (sf) Garage / Carport (sf) PotÂ·ch w/ Roof Deck w/0 Roof Fin Fin Fin Attached (sf) -1 (sf) Ft. Unfin Unfin Unfin Detached f 51) FT Job Description: Total Valuations (Labor & Materials) # 4/4 t.6 Ou_Â£-t-ct .1Â·rck e/86 I have submitted the Minimum Submittal Checklist for Residential Construction Plans-2009 IRC with this application. 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, 1 U N D E RSTAN D TH AT 1 AM RESPONSIBLE-FORANY-PEES OR EXPENSES INCURRED FOR PLAN REVIEW, PERMITS, INSPECTIONS AND OTHER FEES ASSOCIATED WITH THIS APPLICATION. - Wrontractor O Owner O Owner's Agent Â¤Tenant \-2 -0 Signature - < - C-LJ~~-) -Date ,4-,97-/5AntName 47/8-p/Lf 320 APLyo_-j> *** Office Use Only *** Job DescriptionÂ· Dept. Approved Disapproved Fees N E(,1 hECK 63<Roof = Pot,CH Applicable Code(s): Type of Const. Occupancy Class(es) Public Works 7009 In,C I AC V-8 In C -RIE Water Occupant Load(s): Floor Loa 89& CK Roof Load: Light & Power E 14! 171-AIC 40 ps, 49 p.sf Planning 30.00 Variances: Building 1,ya /59.25 Plan Review 124& 90.51 Front Side Rear River 20.10 County Tax Setbacks / , , 5,8 15 /O /0 4/A Cert. of Occupancy Zoning dY' Census # Hazards ,~4 cwiia~ 0 0â‚¬ Total Ell_D Building Official 17'- / - Date '4219.84 7 Ut E-324Â£29 20/5- 05 -It ..2,6--06--a ff f ill. X:\Iluildingl)ept\1Â·untisandReference.%_131ilding\Applications\Building\Long-tenn Resitlential Building Permil\Long-term Rehidential Builling Permit 201! Al'PROVI.1).ck,c Re, ihed~ 6/14/2011- Ki ' [CE[EMIEVIN~ 8 -/com-7 ~ APR 2 9 2015 1 .550 Â£*,cs 9 7-2 50'-4" . INFORMATION AND DETAILS , : 1 MISSING ON THE PLANS ' ARE SUBJECT TO CODE REQUIREMENTS DURING FIELD INSPECTIONS ' brit 1 1 ..1. I i ... 11 - 11 111 ilk; 1 1 li, 1 0 11 C b 11, U EXISTING; 1 1 ir i - 1 EXISTING NOME 4 24 lilli Al O -. 1. 1 IIi 1 ?i! ; 1 = * 9) demo 14'- 10'~ of existing deck 1 111 ~remove existrng 61Â¢:ling to inetall new ledger 11 1 1 * 10) new 2xio 14F *2 ledger l! i 1 :6 i ~ ~ secure to houke rim Jolet with (2) â‚¬ Ledgerlock raoleners Â®16" 0.6. 1!r 1 11 M ...r': 1 1 ledgerlock ecrews muet secure to mxieting house floor Jolate -rl,J:n i aluminum z Maehing over tedger I 1 1 <. 64 h--1Â·1 9 n .7 , - Ir-=1 1- 7, 1 ------ - 1 â€¢T-' .IK . 110., 1 ~\.9/ i, =954.3 ' 4'-6" x 41-01' 1 -2//3 1 k 4- -~bME5r- 6 1312] 7 *d~~ ~i. -t~Â© demo existing deck ~ * 1) connect beam to ledger - -_.- ......_-_..._------ off - NÂ¢11]PECK 32 -7 v with Simpson LUS 210-2 hanger r I- iti' p=iti-u zi --1 - r------ 1- /~ 42-1 - 1 0 2) connect existing deck band to new support post - -XM ~/ILI~4-9 LIA %1~ 9--' Â® 111, 1 ~ with Simpson LUS 210-2 hanger -% /' --%, /-,PET-=27 -1 1 4% 3) provide new exe HF *2 support and railing post . 1 1 .4 1 : -BAP-~-~LgENs tp , .0Â©"10 A. 844,24% 0/4 . 1 1 t' 1 (2,) 9><10 Alf: â€¢2 beam ------- 4-~ EEFE JI*FEI 793'1 5 __ - ilz~FE IEEIL-_I_..........._ :==.~ : notch post 3%< 10" for beam, Secure beam to Â® 9 -U, :I_. i 487 I I I i poet using (2) 5/8"d through-bolts at lap --Offl~vi iff> 4-fi-12/ i ~ - ~+46-~-4(4 1- 1 i- is- 1'-02 x 6'-0" 1'_06 x 60-0~' C 0 4) 2*10 1-IF *2 joiste, 16" O.C. -- LU628 or LU6210 Joist Manger, each Joist-to-beam connection ~ /)1. // ! - fooK/9*ttoA) BRI\A~ 1 -- \-402 11'-6" 16'-10" 4' 53 6*6 NF poets with --- :4 . . 50'-4" ABU 6><6 anchor baee , ' / 1 \\ , ,) I * 6) 2><6 decking to match exfeting deck. -- /1 match level to existing deck /// IND 4* 4-0-6- wind: 54 mph 3 sec guet expoeure C 1 v roof' snow: 43;100 615- 4 00 4-29.19- * 1) (2)x 2"xIC>" Doug. fir beame---- deck DL: 10 pef deck floor LL: 60 pef 0 a) LUS-210-2 hangere, (1) each beam-to-post or beam-to-beam connectiah roof DL: 15 pef ELEVATION : 1616 ft. COWN OF ESTES PARK ph Covered porch addition APPROVED --11.1.1-4,6 1 MAIN Jon and Caroline Bible ARCHITECTURAL DESIGN SOFTWARE FLOOR 350 Davis St., Estes Park, CO Building Department fors--05,11 Hilltown Design & Construction gy-* /1- Date - DRAWN BY: Ed DuBois PAGE #: 0:ildina Official 31-1 Macd:regor Ave, Estes Park, CO. SCALE: 1/4" = 1 '-O" (413) 626-1025 eddubore<313*gmail.com DATE: Nov 30,2014 t 3'-0. 28'-0 3/16" rs bt ROOF 614EATI-IING NAIUNG-RATTERNe_-_-_-_----__-__---------____-- . . I I .% .* ....... > all naile to be ad common or IOd box > for roof sheathing within 4' of the perimeter edge, as well as 4' on each side of the roof' peak, the panel edges, and -the- panet field,-shall-be- nalled #411 -ouc. > all other panels shall be nailed e 611 o.c. edge and 12" o.c. field. 12 5.5 [27 POP *1) provide 4"x4" vertical support to hip beam, bearing - --- directly on existing wall framing, top plate. e verify exteting solid framing support continues to foundation. b< If exiating wail framing le not solid to foundation, notify engineer 37 .0 secure 4*4 post to existing top plate and stud pack below, 44 EXISTING: NOME and to LVL hip beam, with Simpson 804 post baee/cap 42) remove existing roof shingles, overlay existing roof eheathing with 2xlO flat plate. Secure through cheating to existing rafters with Simpeon 11/4 x 6 808 wood screws, 2 screws per rafter /\ 0 3) she,ath new porch roof with 5/8" 065 sheathing f # \ b - 4% 4) uee self adhesive roof deck waterproofing under roofing shingles where root pitch fs less than 4:12 1 -7-'-Â·.72% 11 21 4 10\ 1 40 5) neu porch roof pitch le 3:12 1 % /7. gk 0 6) frame around exieting chimneg pipe, 096) ~ 0 4 allow 4 " clearance between pipe and framing i N - provide adjustable root flange Â·Â·Â· 4 ~ ry=j .- , 0 -ID cut back existing roof overhang for clearance where needed 3 rip=- ~/9/ 1 Â·Â· , 9% 8 / 0 8) (29' 1-3/41' x 11- 1/81' LVL ridge beam - -N 42 - . --><-- - - - - -- -~7 f -4.-~, cpy CP / 6, 4 <0 449 A~ 1 12 12 0 9) 2 x 10" HF 02 rafters, 16" 0.6. 449 LSSU 210 skewed hangere, --# --- E -./. --r eacrt rafter-to-hip beam connection ~ 0 ~ - [1 ALV â‚¬ *le'.19 k. 844_68 0 49 eecure each rafter with 142.5 hurricane clips (47' HK 47 N (P\ 1,A f ~i~ ~ 4838%*.Â® - tb 12 4- at all header beam connectione 4% 10) (3) 2xa INF *2 built-up header beam - , ...Â£3 al.Vil--imill-"W---Ill- itâ‚¬22$4#LIs- - 11 1 . 11 11 11 111 lili * 11) connect header beam to poets with Simpeon AC-6 post cap ~ 1 7 11 1 Â»a/,6,00 f I Fajo DATIU &NUJ * 12) connect hip beam to header beam(e) with Simpson NCINZ - hip corner plate. * 13.) (3) 2*8 14F built-up header beam i-OWN OF ESTES PARK APPROVED Building Department By,&2~12222-_ Date zois--03--/z 10!ding Official Covered porch addition roof Jon and Caroline Bible ARCHITECTURAL DESIGN SOFTWARE 350 Davis St., Estes Park, CO Hilltown Design & Construction fram int PAGE #: DRAWN BY: Ed DuBois 311 Macuregor Ave, Estes Park, CO. SCALE: i/4" â€¢ 1'-O" 2. (413) 626-1025 eclduboisO13@gmail.com DATE: Nov 30,2014 :0 6% . 12 40 91' (min) architectural enfrigies to match exteting---- ues 6 nalle per each shingle * 2) install flat 2x10 WF *2 secure rafter ends with Simpson hurricane Â©Ups 01# 1) 5/8" OSE sheathing 0 3) eelf> adhes-ve roof covering entire porch roof and vaÂ·tÂ·te~ 1 2) 2*10 rafters â‚¬ 16. O.C. * 4) 3/alt 065 eheathing----- 0 3-) 2x6 ceiling plate 0 16" O.C. 4% 5) 2 x 10 1,â€ž11: 02 rafters, â€¢ 16" 0:C. --- 0 4) 3/4" pine TÂ«3 ceiling 0 60 2xe celling Joiste â€¢ 16" C>.C. - - ~~ 3) (2) 1-1/8" x 11-1/8" LyL hip beam 0 11 (3) 2*8 NF *2 roof' \ 4% a) (2) 1,3/4" x 11-1/8" LVL hip 25*am ~ 0 6) (3) 2*8 02 \AP root beam * 9) 2><6 cedar decktfig -- - -- - -- -- Ft--22 1 * 10) 2*10 *IF 02 Joists, 1611 0.. - - 9 -0 1) Simpson AC-6 poet caps exe Simpson LUE 28 or LUS 210 Joist hangers ----2> 9 Il I 4- 1 13 2 * 11) portion of existing deck rematnk A 4 9 Z 11 1 ~-*-<-* a) min railing height 36" 3 5 i ~ 11.. 1 f,# 93 maximum picket opening - 4" 1 3 0, :IIi :Ih .11~ .11' 1 1-1--111 11# :lili - N 1>41>:41><MXNXI><1><lt><19=<It><1><N>4 ~71 1 11 11 -11 11 11 11 11 11 11.11 1 ~ 1 K>\\1\~ 1 1 L\t\~\\~.~.-~i~ 10) (210'rpct#2ob~a~am 0 12) (2) 2*10 0 02 beam I notch into post--- .1-- - --1--I - (2) 5/8" through bolt5 (22 5/8" through bolts- --- * 11) 6,<6 NF *2 poste // // 4 13) exe WF *2 poet- <-- -0 12) (2) 2xto WF *2 beams Simpson ABU66 anchor base #-&*. M"/1 * 13) 5/8" x 10" anchor bolts 5/Le" x 10" galv. anchor bolt -Â·---- 111 / * 14) Simpson ABU 66 post bass 6><6 12" poured concrete pier .// 233 . 11 1 111 1 1.--4\ maintain (min) 1211 expoted to gracie~~~--"- 1.4. 1 / \ 'AA f.fl \ 10 15) 12" concrete pier (39 04 rebar vertical Into footing-- SECTION C-C (3) 1/2" rebar vertical into footinal SECTION A-A (4) *4 ret>ar, each directforl . maintain 2" concrete cover, all eldeeÂ·- ** 16) 8" x 32" x 32" concrete footing (4) 1/2" eteel rebar each direction 8" x 32" x 32" concrete footing, - (m In) 2500* concrete 2 3Â§3'40 A. 842.901 j \ 487%22 /*- 4 - K // 1.-'*af 46 1,15110 0 5%42-,Â»-7 frame around existing stovepipe with~ min clearance le siâ‚¬#13* 5-pr ,-5 5BP sl-*7vt ~ -IXIO cedar facia i - - _~~2x10 1-IF *2 raftere, 16" O.C. - 1 ~~Simpeon 142.3 rafter clips each rafter to beam connection ~ < ----(3) 2*8 143 02 roDE beam A-Simpson AC-6 poet cap exe -6*6 1412 82 post El[ , ~~~"---(2-) 2xlO deck beam WF 0 2 Motch post for bean ,/. zoeurd with (2) B/3" through bolts 2*10 Jolets, 16" o.c. rOWN OF ESTES PARK (2) 2x1O beam HF *2 APPROVED LUS 210-2 hargere, each Building Department beam to beam connection '=ty â€ž34'.:0â‚¬142 Date -2-ir.0392 13~Iding Official â€¢El SECTION 5-8 _ , SECTIONS Jon and Caroline Bible Covered porch addition ARCHITECTURAL DESIGN SOFTWARE Hilltown Design & Construction A-A 330 Davis Gt., Estes Park, CO DRAWN BY: Ed DuBois PAGE #: 311 Macaregor Ave, Estes Park, CO. :12-Â£3 SCALE: 1~4" . 1'-O" (413) 626-1025 edduboleal.3@gmail.com 04=Â®C DATE: Nov 30, 2014 41, 2 82% 238 2%2%252%212%262%2525252%25 146!Sll Bullieo 411001 /$252%212%25252%212%252%211% Evt 2%. 4.vww, vuvul/bledlylisilib 53-L - 50'-1116" I . I I ... 1 1 1 1 1 1 I t 1 * 1 O -5 % --------t /3 2, 4 existing deck ' -11 .11 -+1 Â©1 1 11 4 9 Â® ' 6 4'4" >< 4'-0" 2-6" x 4'-0" 1 - 1.-remove existing deck- A .--Ii-* approx. i,4' x 14' , 4 13'-9 16" ' 19'-284" ate%" /( A K I '' I. 1 1 49'-136" Â·-F 1 l 111 1 1 1 1 11 1 . 1 , I----r' I-----, I_____I ' | /|~ Tr,1- 1 1 11 1 * , .iÂ£ 3.tL/ 111 .... 11 1 . 1 1 (f-30 1 ~ 0 mi 4 1 0 1246 1 4-1.11 1 1 11 , 1, ..1'.ILL...1 +IA 1 *.1 ' I lili ll , 1 ' , i i I-----' aseumed footing for existing room 8" x 32" x 32" concrete footings, see general foundation note - Â«Â« verif9 location and size in field ~~~\~~ 1'-4!051" ' ' --6>* Doug. fir poet .. ABU-66 6"><6" anchor base -Â£*34.k 5/8" x 10" anchor bolts ,~,41) A- 42:96x 1011 concrete pler, lois G 6" (min) above fin gracie , 6? U " cr 40\ 8 55" x 50" x 3" toollng, 50" loelow gracie or on bedrock 1 48702 -4 M use caution re: existing eeptic tank in-thie area, (43 0 4 rebar ea direction in footing ..0. 1 field verify location of tank, inlet and outlet lines, to avoid damage (3) 04 steel rebar vertical, In pier, hooked into footing or bedrock Â°8/OULÂ¢ p((- 1 5- Vsbtv , -' -7Â»- --1 8 1% 5kucruÂ«Â·Â· ~ Contractor MUST contact CALL BEFORE YOU DIG prior to any excavation ufork. ~_~~~00 - It le the CONTRACTORS reeponsibility to locate all utilitiee * Aw/ /F77*J #Ul-~Ir Contractor le reeponible to provide protection from damage for any underground utilities 1 GENERAL FOUNDATION NOTES: 1) Materials: > all concrete - 2500PSI (min) > all reinforcing steel - 60,000 Pal (min) rOWN OF ESTES PARK 29 Footinge > all pads to be 8" x 32" ><32" UNO APPROVED > all pads to have (4) * 4 rebar EW, UNO Building Department > all pad bottome to be 30" below finished grade, or pinned to bedrock. Notify engineer if bedrock ay.ZzZLâ‚¬2~Â£,2 Datezo,r-os-/7 01; Iding Official 18 encountered. 3) Fiers: > all deck piers to be 12" sonotube > all piers to have (3) * 4 rebars vertical, hooked into footinge, UNO --- .'/7/~/ y//%1 - Covered porch addition > all piere to have (1) 5/8" anchor bolt, embedded 10" min. 4*'*-b. I /-19/ .1"l FOUNDATION Jon and Caroline Bible ARCHITECTURAL DESIGN SOFTWARE PLAN 4) 6018: eolle have aseumed bearing capacitg of 2000 Pei. Hilltown Design & Construction 350 Davis St., Estes Park, CO > contractor to notify engineer If soft/wet soils are encountered during excavation DRAWN BY: Ed DuBois PAGE #: 311 Macd:regor Ave, Estes Park, CO. SCALE: Â»C = 1'-O" 4 (413) 626-1025 eclcluboisOBâ‚¬gmall.com DATE: Nov 30, 2014