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Home My WebLink AboutARCHIVE 261 COURTNEY LN Building Records Prior to Community Core 2018Entry ID: 98943 J Name: ARCHIVE 261 COURTNEY LN Building Records Prior to Community Core 2018 Path: \Property Files\Larimer County Properties\Subdivision\BUENNAVISTA TERRACE\261 COURTNEY LN\Building 98943 - 1 1 09/12/06Â· TUE 13:30 FAX 9706693532 Schroeder Rfg. [0001 fj/(J '184 l}24,1 Coinmunity Devolopmen ~~~11 08 172 171 (}Fi-:6{3.2(;()fi / ./ Recei,ed Date 4~110<04 Town of Estes PS?Â£1 Permit Number R. 04S - DC Received B ) ~/~ Roofing Application / Permit Applic ation Expires irjILiD 1 Department of Building Safety 170 MacGregor Avenue P.O, Box 1200 Estes Park, CO 80517 General Information & Inspection Line (970) 577-3731 * FAX (970) 586-0249 * www.estesnet,com Permit Expires 7~ ~20~0 8 Job Address: 5?40 1 Couir-1-niCÂ£ LA ALConcio: OYes 0No Parcel#JS-ls -11504-4 Owner's Name: C i Aa Y 611-04+Lur Phone: 25-26Â· 75-85 Address: 60 60% 3225 /334-0 PA' k- C O 27031 9 (Streer) (CitY) (State j (Zip Code} contractor: 611 rotoler 420(3'f~t3 Town License #: 76 G phone:97(3 -(020-7 Â£27-7 ) Address: 1 50 D N - CY|Al 4 rot., 6Â£Wâ‚¬-(9Â«01 C b 305 2 7 (Street) (City) (State J (Zip Code) ,~'Long-term Residential (2 30 days) O Short-term Residential (< 30 days) 0 Commercial Description of Work: 12.Te~r-off or O Overlay: ~ # of existing layers; Note: Only 1 existing layer allowed. 21. b# of Squares. # tb<. / square 53 - / 12 Roof Pitch, Note: All roof areas less than 4/12 pitch require Ice and Water Shield. Note: Provide attic ventilation; minimum 1 sq. ft. / 150 sq. ft. attic space. Type of Materials: 8 Shingles O Roll Roofing Il Torch Down C Membrane U Composite OOther Type of Fasteners: ~Nails ~Pneumatic Nails O Pneumatic Staples Fire Classification: *A OB [3 c ON Note 1: More than doubting existing material weight requires a review. Note 2: Class C on Commercial projects requires review. Distance to property line . Parapet O Yes O No Note 3: Class A or B required in Wildfire Hazard Areas. Note 4: Minimum Class C required on Townhouses w/0 parapets. Note 5: IN-PROGRESS INSPECTION REQUIRED AT BEGINNING OF INSTALLATION. Valuation (Total Cost of Material & Labor/ Contractor Price): $ 2750 BY I certi fy this appI[cation is true and correct and agree to perform the work described accardihg to pians/specificdtions submitted, reviewed lind approved, and comply with local ordinances, state and federal laws a5 wen as building codes. ! r ertil'y thal 1 have Lhe properly owner's authorily and permissior. 10 apply forthis permit. Additio044,1 UNDERSTAND THAT I AM RESPONSIBLE FOR ANY FEES OR EXPENSES INCURRED FOR PLAN' REVIEW, PERMITS, INSPECTIONS AND OTHER FEES ASSOCIATED WITH THIS APPLICATION, ~Contractor A O Owner O Owner's Agent O Trnant I s1gnatw Gl-2-~~''~--~ Oak 9/,=15{0 Prtnt Name Aimet-EWÂ¢ECrr-----\ *** Office Usioftly **4<C Inspection Checklist: O Address Posted O Underlayment ~UNmtoRÂ»Nt, j Rour penetratofill 42229913\ O Contractors Licensed U Ventilation - O_Shesthing OFastdpers Pattern ~/- C In-progress Inspection O Ice and water shield --C]_Y#tley fli@iBE----A O Permit Packet Available O Materials installed to approvbff*difiFitions----15 W_~11 la,uiffer flaS#ing C] Safe Roof Access O Materials installed to mfg. spâ‚¬k.for tligit4ind-Â·-O Finallnepetliol Wildfire Hazard Area; O Yes G.No Minimum Class Required: 0 A OB I*C ~Fernzit Fce: 63 . 1 S Census # Construction Type: occupancy:liÂ· oo - -- County Tax: Buitditi~PJAcial ~ 07 ; Date Total: I IVFIAW 10 0 V- 91{2404 01 4, lf- . \\Servera\comm dev\Building\Forms\ADolicalions\Over the Counter Page 1 of 1 Revised 6/8/2006 -CB 1 1 0 4 . BUILDING PERMIT 99 1011 '1 9 (-O Valuation $------0.------- TOWN OF ESTES PARK 3--O Fee 06 - Building Department 9449--- 2.lo/ Date Building Li ~~ SPECIFICATIONS Address 6-~*-rv. l.-46Â·,c â€¢ t,/ 4 ~ '9/1 rio Foundation Locality /~ Material Exterior Piers / Foundation Wall Owner ..1-/ , 7 4 X X V. '' '' .. f.'40 7 Footing Address Depth in Ground /- ~-~ Builder 4 1. . Ar- Material Size Spacing Span Address Plate (Sill) Girders Legal Description Joist - 1st Fl. /.01 d 4 Joist - 2nd Fi. / ~ l.c ' i â€ž ,w rÂ·* C 1 7, T .-1 1 6 AA: \ 43 f Joist - Ceiling Exterior Studs Interior Studs Roof Rafters Type of Construction 1, 11, Ill, IV~yL; VI Bearing Walls - Occupancy Group A, B, C, D, E, F,~0 t . i U Poveripw . 4 .v : 1 J- Divisiorti, 2,3,4 Exterior Walld 5JL hu. , A Roofi' r , {i Â·'N , T 1 Fire Zone 1, 2, /' 3 Interior Walls Reroofing Â»i Use Zone cl, c2, /Al,/ R2 Exterior Sheathing-*Â·/Lt 7 + Roof Sheathing L, Vents ind Flues Class of Work Insulation New YA Demolish Zoning Information Alteration Repair Front Yard Setback ) 1- I Addition Remove Side Yard Setback t f ><(1 6 5 0 41 4/1/ Â· Use of Building I ~ 1 -0 L. L ,Â·i/(L Rear Yard 3 1 J l/:Â· Remarks: Size of Building Floor Area /2 . -3~Â· Height 1 .- No. of Rooms Op No. Families No. of Baths Size of Lot 1 No. of Floors No. of Buildings Now on Lot )44 I hereby acknowledge that I have read this application and state that the above is correct and agree to comply with all Town 1 Use of Buildings Ordinances and State Laws, regulating building construction and Now on Lot ,)/2~1.. v<-- zoning. / CÂ£* /0 2 1 \0-AR #* i 5 z c- 'f Permittee / C By / V 4.%' 't t' . I /,ft.:r: pl 1 .D 1 lit e 1 - Approved: ...=L'-~.._.,yk,b=ZE~.~1 -LE--101-_-r-Z.-J--_ -ykLL.2-2._Â£_22r5 .-,-,- -- '/ A Building Inspectort /Â« < 9 \0 /10 1 19 1747fN By The Buildipi Dep,Amellt wlfl make e*ery effort to jprekent efrors In your application and permit, but cannot be responsible for your failure-to .371:Ily with' all Building, Z~ning and other applicable ordinances. . ..1 329=32 4.#.0 1712 -p k Â¢. '1 .1. 4190,1 99/0,-Ill *te jÂ® ~-7 T'- ' I ~ *.&-..--- -Â· Â· - 1990 0.1 0-1 if--lavi-3 3 1 ./ A:~ 4:~2'Â· ,Â· ~' '. E /; 1 . I h I # ...: 1 , Â· Â·r - -94,Â·94 1.- . 1. . 1. 1 i .1 . 11 43,): 1 1 1 111 , ' In : .. 1 1 ' J .. :t , :Wriff. e.1,0 1 ' i /1 . h . 1 b..1 .ed.j h 40 - . 1 *.:.'.i f.-3 ' ' .: 1 264'A?.~14 6-,3,~rE..1 , ..1 ' i. - 1 1 1 1 7.t. 0.,1. 1 ..... -Ch, i' [ lf} I U }1 , :,r, 1 . 0 1 , 0 ' 43 / f OAD U or A 1 2 9 04 0 Re/L . 1 00,{ 0â€žf Vt. 4 - --f - C 16 s el- . - .1 Â· 4.r L 4 i .-... . 6 1., ,/ .<.1 ~1 1 4 1 - ip. . . :,j...4..fi=R..raj.... 9 + Wi ? 1 ' *77- DO w tr %. , 2 -. *. -:-1. -----e-74.4-t. -.-r-. 4 1 .. D -. 0 i . 1 19 1 a 1 .1 1 - ,.tb f. 4 1., # ..1 -. 1 TU i c 27 he wE , i .L . a ,%,r <; 4 0 51* 4 i .. 1 .... I i L... J ' i 1. F t 1/T, A â€¢TY C 1 00 k h i 1 * 7 I. i ' + F ..4 .. 4 1 ; 1 443' f .t, 1 1 0 - 0 1 tr : o ipts I 1 . c- tos c r . i 6 i l. I L.7 244 ix 615;M 1''ll ' : 1 ' -' 1 1 /* f,5 ' ~U ES T i05Â£ 1 t . q. W /1 k t .. 1 . b. 1 4 -4 .... 1 - & 1 1 4 if 1, t., L . i ' T.: .. -/ I 8 Â£ O Ree N.~ jâ€ž.1. 1 - UNGÂ« ~-- r 3"'CS' 20#.10 Â¢* r, 1-< -------.'----'. -.- ---- i ,2 6 6 i o 609. s 1- 1 0, A'. C-/ 155 Dn.8 \ $. .....1---P' g..-.*-- r O R Â£37 I J r , f Alt n N L o T 4 4 0 U. 11 N /1/ /4 1/ is ra -fl. 02 02Â£*c te 4 , 30' 9 44 . 2 *410 1 *% C 1 7 i VErÂ¢1- 9 1 1. 711 13 7/ \ STD e A, G ' P rk 1.--1 , U. 1 1Â£ 1 T '7f .' r-*-1 1 '' Â£) 09 1. w Â¥AIGâ‚¬ WEATGe vÂ£#r rut */r-Ace LiN Ed 1 9 FO 6-lf *- C. 1 0% 2-7- 4 620 Roo/n N - . 1 . Il 1 1 1; 1 3. 1 0 110 4 / 7 ' j i l 1 1 ---- 1 -- --- 1 1 4 F/8Â£*611:Iss OÂ©el ~ 9' 3Â£,O ;. c G/AAS Dc>ok ..3- 'M 2' SOLI'Q i f h o R E gr F. Jo H N s 014 Lo 7 4 4 gu IE #YiÂ¥ A l/' isifi TE RR A U 30'v 44' -- -7-21 0 ' 75 f A , tr- TOWN OF ESTES PARK 6 kÂ«j Building Department F <4 9146 0,9 N9 4757 ,=5 +01 .. 4.<14 OXEM,64 j. hket>Â» Id Â£ff BUILDING PERMIT 7-/2-7< Date 41 G f â‚¬ 0 0 /2.770* E 9 4 4 4/ E BUILDING ADDRESS Legal Description Lot @@ 1.31 RE-SuBD ivfs,04 ,r- 5,/17 O f. 91 U E K) e A V/ STA 7-4Â¢* A CLE Valuauon Building Permit /7,40 & Plan Review 'f bENNis f #LAAR.0,4 Lewis Other S I. 17 NAME E MAILING ADDRESS 710 -30x //84 Es-TE-i PARK, Ch Certificate of Occupan~ 584 + 90 (6 805/7 Total 6% 8-5 7 PHONE NUMBER NAME O UP U 8 64 L . ADDRESS D r E R PHONE NUMBER -- O (A) U c ,Â·t' Arch/Designer/Engineer E C NAME 0 Name E N ADDRESS Address STATE LICENSE NO. TOWN LICENSE NO. PC NAME (v<A Phone Number LO ZONING INFORMATION U N MT ADDRESS B. R. Zoning District R -S STATE LICENSE NO. TOWN LICENSE NO.-- Front Yard Setback Type of Construction I FR, 11 FR, Il 1-Hr., Side Yard Setback Il N, Ill 1-Hr., 111 N, IV HT, V 1-Hr., <~-~ Occupancy Group A, B, E, H, 1, (FC M, Rear Yard Setback 15ivision 1, 2, 2.1,~~> 4, 5. 6 FLOOD PLAIN CHECK , CLASS OF WORK .1 New Approved - Disapproved Demolish Comments Alteration Repair Addition Remove Use of Building au'V Room A 5 0/ -7-/ 8 ./ By Date 7/2-9< I hereby acknowledge that I have read this application and state that Floor Area Basement ist /16 2nd Garage the above is correct and agree to comply with all Town Ordinances and Size of Building A 44 :tÂ· . 4 2 X 1 4. i Height State Laws, regulating building construction and zoning. Maximum Occupancy Number of Families perminee Â· â‚¬:~*90770~2.-6-â‚¬-we-4eJ - Number of Baths Size of Lots , 4 A E By Number of Buildings Number of Floors Now on Lot 94.--le grgÂ«,c--_ Building Inspector Use of Buildings Now on Lot 3,1 940Â£ FAynt I Y By The Building Department will make every effort to prevent errors in Certificate of Occupancy Number your application and permit, but cannot be responsible for your failure to comply with all Building, Zoning and other applicable codes. ' 4//96/tilw/lat grÂ·Â·.3~3'7"-=m-~-'-'~~e:Â·-r,-1-m-Â¥-<..â€¢.1,7,:sy,&7â€¢12~9~~ 1.,9.. 0.-.7..Z',6 ....1~-- TOWN OF ESTES PARK Building Department <hi 1911* ATO - â‚¬2,41, 2. 9 5750 C 1 1 r ' 1,44.- â‚¬Â»41.. BUILDING PERMIT Date Â¥ 1 191 9 9 26/ CouRT-~,eY LANE BUILDING ADDRESS Legal Description Ler 41 'IRUENAJA Visl- A A Valuation 12 487 T P *2 <ACE j Building Permit 1 2 S 2 . 1 5- & Plan Review NAME bEN,VIS * 4-HA,20â€¢0 LEW, 4 Other Ps BoX #199 85-#910 9es,7 Certificate of Occupancy MAILING ADDRESS PHONE NUMBER EEG -704Â£ 4 25 2 .-4 S Total NAME b E Nw ( 1 Le w fr (O w N 'Al ADDRESS PHONE NUMBER TOWN LICENSE NO. C NAME O UU V M /2- Arch/Designer/Engineer 0 N Name 6 W N N A- T ADDRESS - R. Address TOWN LICENSE NO Phone Number PC NAME C LAI #U G R LO ZONING INFORMATION U N M T ADDRESS Zoning District (~4/ BUREAU OF THE CENSUS ITEM # 8. R TOWN LICENSE NO. Front Yard Setback Type of Construction I FR, 11 FR, Il 1-Hr., 11 N, ~I! 1-Hr 111 N, IV HT, V 1-Hr., (3Â£]) Side Yard Setback Occupancy Group A, B, E, F, H, 1, M< R.) S, U Rear Yard Setback Division 1, 2, 2.1;'13 4, 5, 6, 7 FLOOD PLAIN CHECK CLASS OF WORK New Approved A- Disapproved Demolish Comments Flood Zone: Alteration Repair Addition ,~,~00.- Remove By <;IL--- Date 8-19 -9 E Use ot Buikling ADD,-fiuJ Â©FA 21FORoof- 2 hereby acknowledge that I have read this application and state that Floor Area 2 23- Basement 1st 2nd Garage the above is correct and agree to comply with all Town Ordinances and State Laws Mulating building construction and zoning. Size of Building /2. , S- A # d Height - f ~r, 4*1 -21( >41Â« Maximum Occupancy Number of Families Permittee Number of Baths y 94 -Full Size of Lots By Number of Buildings Number of Floors No. Bedrooms <61)--12 k (71 4 Now on Lot Building Inspector Use of Buildings Now on Lot S, Al 4<% Ptivaâ€¢ 'Y .atUIrit'NC By The Building Department will make every effort to prevent errors in Certificate of Occupancy Number your application and permit, but cannot be responsible for your failure to comply with all Building, Zoning and other applicable codes. o m r-m rmor-ca] I] mz*O 'PA 719.03 Â· UP' #Recelved *U ---1 4.1.; 7.Â· ,. . __' Town of Estes ParkÂ«r.Â»crummumber 7906 1 9 z By: Wel*-72.3 5.- Application for Building Permit = i 7-o w Â·, Bullding Division 170 MacGregor A,enueP.O. Box 1200 Estes Park, CO 80517 Clo * General In formation (970) 577-3731* Inspection Line (970) 577-3731 * FAX (970) 586-0249 -1 Job Address: ale, 1 0-CORTNEN LANE Lot Size: sf/ac it r r Â«G- Lot~~ Block: Subdivision:/7Â£57- A-C subdi ulf/0,1 of- 8uk ni ViS-lt Parcel #: :ASÂ·19.9 51% 044 owner Name: 2-/ H bf A. 0- . 611,' Ai THE-2-, Phone: 970 - 59(2 - 75%5- Address: /3 0. fbox 434â‚¬5 6- 5 ma /2,21 EAL 00 865-19 (Street) (Cit>') (State) (Zip Code) Contractor/Applkant: 0,/ Al bf A , d , 67u /V 77-/dE-_ Town License #: Phone: 970-594-7545 Address: P. 0. 6(PX 3316 8.5722> FKEK_ 00 733 19 (Street) (City) (State) (Zip Code) N Residential Â¤ Non-Residential ONew Building 0Alteration EAddition Proposed Ex isting Building . _ Construction Occupancy Occupant Use: Su WAO,01 Use: S/Vy'E Height: 6,1. n. T>pe: A ~<701529 Group: Load: 264 .*,4 Number of, Number ofj,) Number of . Number of Number of Units: Kitchens: -0 Stories: / Bedrooms: -~ Bathrooms: Full- -1/ 3/4- 1/2- Fireplace? Gas Logs? T>pc of Heat bvâ€¢,64. A/C Electric Service: #Meters Electric: Overhead Undersround Water Meter 0 /'~4 Y do# Y N Gas Electric 64pt Y N size: ,~44 Amps: Temp Meter Y OP Size inch # Meters Garage (Detached / Attached) Basement (sf) 1 st Floor (sf) 2nd Floor (sf) 3rd Floor (sf) A /> sf Fin Unfin ,4/7/Q Fin Unfin ~,6-Â·0q Fin Unfin ~10#~ Fin Unfin /17>0 Carpon Abl sf Porch//9Af (Roof? Y N) Deck ~f (Roof? Y N> Storage 449 sf (Proposed Use: ) Master Plan Number: ~ Fire Suppression Valuations Address: YN Total Valuation S 1 1, 000 . 0.0 System Describe Work/List Options: 4/~4bl ~at- O Â£- E-X /J 77,100'~ Electrical Subcontractor 13â‚¬ANS BUECFTÂ®J- IC 3 3>UM Â¥-(Â£'Mi, (WrguluO Suw (200/41 4Â£41,1-)11 O -Â» S Q PT. bubcontmetor VEÂ«- 70 f bat PluG;ting I certify this application is true and correct and agree to perform the work described according to p?ansixcifications submitted, reÂ·viewed and approved, and comply with lecal ordinances, state and federal laws as well as building codes. 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. C // 1 1,1 \ -~ 1 1-2 Signatu?%.6- 62*K hai- - Datel ~tb~w.) printName @.\ Alo\11 r\Â·O. 610'0~~~4157'C- *** Office Use Only *** Staff Coniments: Application Information 7Â· 1 7-0 3 Bl~ - --S s .m:2 1/&, C -11'UM Approved Disapproved Fees PublieWorks Water Light & Power INanni rig Building; 7Â·22.03 Â»thz 3 99*-trE Plan Review 7,/7Â·63 227. al county Tax Ef. 00 Zolliii g Census# Geo Wildfire Flood f 6 69.2--6 I R,il!rlitic, nffir]91 1 . 1 Town ofEstestParke . Information for Building Permit Application Job Address: New lots will have numerics assigned by a Building Official, please call (970) 577- 3731. Addresses must be displayed in such a manner and position as to be plainly visible and legible from the street accessing the building this includes during construction. Legal Description: (Lot, Block, Subdivision) must always be provided. Parcel number will be verified by the Planning Department. Contractor/Applicant: The contractor shall always be the applicant, and can also be the owner. The contractor / applicant will be notified when questions arise or when the building permit is ready, unless othenvise the Building Depaitment is advised to do otherwise. Town License #: All service providers, including subcontractors must be licensed by the Town Clerk. Suppliers do not require Town license. Residential: 1 & 2 family dwellings and their accessory buildings. Non-Residential: All structures not associated with 1&2 family dwellings. IJse: Accommodations, Dwelling, Garagei Retail, Restaurant, Storage, etc. Building Height: From original grade to the highest elevation of the building. Construction Type/ Only required on stamped plans. (State law requires all residential occupancies with Occupancy Group more than 4 units, and all commercial occupancies with an occupant load ofmore than 10, to be designed by a Colorado Registered Design Professional (Architect or Engineer). Kitchen: Sink, stove, refrigerator. Full Bath: Water closet, lavatory, bath tub. +1 Bath: Water closet, lavatory, shower. M Bath: Water closet, lavatory. Carport: Open on two or more sides. Porch: Roofed deck, patio, etc. Master PIan: Original plans for a model that will be built repeatedly. Fire Suppression System: Automatic sprinkler system, etc. Valuations: Selling price of new construction, minus the land value. The contract price of additions and remodels, etc. (include labor). Signature: Applicant or representative must sign when the application is submitted and accepts responsibility for fees i f services such as plan reviews are provided. Electrical Subcontractor: State laws have specific licensing requirements for electrical and plumbing Plumbing Subcontractor work. Only occupant owners working on their single family residence are exempt. Revised - 01'24.'03 Omce Copy oCT 0 52018 Received Date Town of Estes Park Permit Number 3 - 101.3CI liaL cAâ‚¬ +RC Application / Building Permit Received Br Division of Building Safety 170 MacGregor Avenue P.O. Box 1200 Estes Park, CO 80517 Application EMplres 23-| O - 1~ General Information (970) 577-3726 â€¢ FAX {970) 586-0249 ' www.estes.org SEE REVERSE SIDE BEFORE PROCEEDING permit E*pires 5- -2 4 -19 Job Address: <gc 6 / Cou,RIDV,4 / Arl /E Vacation Home? N'No O Yes #Bedrooms 3 L/1/ lot: 11Block: Subdivislon: AUP. NNA V158 --7-Mâ‚¬40~ Parcel #: 35 15 1*OL' 4 Owner Name: PA,rJ BAN IFF Phone: Address: 040 1 Cod (WNEN LAN& E<siES Mizk Co 9>cgi:9- (Street) (City) (State) (Zip Code) Contractor: FOUD FLEdZ Town License #: Phone: Address: (Street) (City) (State) (Zip Code) Email Address (REQUIRED): b r ian Â· ry'en,KFA G 9rna-, /, 65,71 The Following Appliesto New Work Only-Complete aN that apply: O New Bullding O Atteration O Addition Master Plan# Build)niz Use{s}: WOwner/Residence OB&BO Short-term Rental - Less than 30 days. Existing use: ~LS 11*1066 Proposed use: ,<DE.s,Â£Â»D%402~ ; #of New Dwellings: ; #of New Kitchens:__ Sewer: 2'Estes Park Sanitation O Upper Thompson Sanitation O Private Septic - Requires Applicant to first go to the Health Department. Plumbing Involved: U No JE Yes - State and Town Licenses Required ul-F'04,T-* 10 9â‚¬Â© /4Â«Â«5 Fixtures. 9 Add Â»Relocate /Replace O Demolish Water Service: 2:Existing O New- #of Meters: . Meter Size: _____ inches Electric Involved O No 2 Yes - State & Town License Required. Store Permit and inspection Required. Phase Volts Service. MExisting O New: O Overhead O Underground; # of Meters: ; Meter Size: amps; Temp Meter: O No O Yes Tvpe of Heat: O Gas [J Furnace Fuel Gas Involved:O No O Yes-Qualifications and System Sizing Required. O Electric 2 Boiler Type: Â»Natural Gas O LPG # of Gas Appliances / Outlets: Building Height: # Floorsâ€ž Basement (sf) 10 Floor (sf) 2nd Floor (54 Garage / Carport (sf) Porch w/ Roof Deck w/0 Roof Ext:Ung Grade Fin Fin Fin /46'7- Attached (59 (sf} J)-/ Ft. #Bdrmj Unfin Unfin Unfin Detached __ 4311 Job Description: f.1940 bEL 1%19/,V Patel. (SEEPLAN) T~oaivaudenshbor&Mamr#V T/.213,CCE) 4 cerufy this applkation is true and correct and agree to perform the work described accordng to plans/speÂ¢,fications submitted, reviewed and approved, and comply with local ordinances, state and federal laws as wel as building codes. i cert* thatl have the property owner's authority and permission to apply for this permit Additionally, 1 UNDERSTAND THAT I AM RESPONSIBLE FOR ANY FEES OR EXPENSES INCURRED FOR PLAN REVIEW, PERMITS,INSPECTIONS AND OTHER FEES ASSOCIATED WITH THIS APPUCAHON. O Contractor 0bwner O Owner's Agent O Tenant Signature 43Â«,ucu Date 10151,8 Print Name BP-lAW 'S A44-N j FP Office Use Only Job Description: Dept. Approved DIsapproved Fees Applicable Code($): \~ Registered VH Re 1 LVH? Public Works Water /0 # Bedrooms/Occ Load Floor Load: Elevation ft./Roof load/Pg ,60 1 Light & Power 4033~/1 Planning Variances: - Building cyÂ°-4~~~/= t R,ver - 1..~ Plan Review ~/''Front Side Rear County Tax Setbacks/ 1 LA k .4 1 Cert. of Occupancy Zoning lot Size Hazards: Geo Wildbre Flood Total Butld;AiliRia*1 Date 44/ f 4/ c Y ~ -JI01 -1 10 /5 ha t / U:\Buitding Division\Forms-[Ags\IRC Application Pg 1.doc Revised 8/7/2018. KT ENEECD- 5- 1 0-139 NOW 1 4 201~ 12(F { Cou Aneg LA - l VIA 0 -0 00-- 1 . UL-n--1 ---- -0 1 - T 1 ~ 1 F ; i./~---00~~ lz1 \, B= fi f- 4' wk i,1 * 1 â‚¬yp 1 1 3 \L\ -M Fle> ~Lf.:ii"ip-ririffri.,cj C j 9-fir Â·i/44/ fjo \ '4.15, Vjibkil 4 - Ul 41\?04 i '138 3014;r 12 -6 li 1 ~.1 14 r ' 0~ --4 < 3 \ \ : -r{ 7 1'<f . . 3 , il ~1 \ 7 4 0- L. \\\,58 ~ "\ 'â‚¬.~ ~AWL- -r< e 1 1 . 1 t.- 4 . 1 , 1 Zi,-100 i j j t ' â€¢ - - . -4 . r 1 21*r'PET) 2\A/N OF FSTES PARK 7- APPROVED f 1 t : 11 2+ 19 -5 Ti k g L- *59 4 - 1.-. . , r i \ F V Buildirin Denartment i ~4#A-lik=~~9~ Date Â·2017// 1 1 \Â¢1.- fi)44 \; 0 f Â· 1 1 Rtii dino Official -- li i'' i i I 2 %12 F. 1-. (3 16' 0 Â£ 1 Â£ i 1 , l }-Pre U| L6O2-1 1 // â‚¬3'-O ( 1, 1 1 1 g~~~//&41///2/UJK,r, t'/A/////I~ 'j, , tfpe,EDU 0 O .L. 5 -rip A LEDMEnt.1 . i ~4 7.4Af, n Licl 1 1 . ----*. 4* i 1 1 ~ r;f.10 9, ..1-30 Fla< LUE LaID~ 40 0/ Al.1 , I r i.*I... -'- -1-- -----------~--------------- \_ *1\ ~ r_p~ R.â€¢04 *40 6049 = 10 PhF 1 : 1 0 . 6 11 1413 \Â»e'lÂ» - 140*~-2 48782- 2%~L .. 91 1- c i ~ 42*-0004 N.h Q/ONAL E 00 -- -- It'-2 - 24 1 Cout'k#,9 Lag 1,7 1 - 1 \ 77 -7 glood QA-Alt=, 1 1 1.AtÂ· . . . -- 1 1 li -- - 41 1 7 1 1 \.1 .=.Im ./.a... â€žA 24 130 1 L:Aci.=- 7,1-. < 1 70 511 20913 \,0 z. 0 1 I nitz=> -1 . 7#Ad ), 7 a '0 ~ TuSâ‚¬ Coac-wl-6 -'. ; 3 #J d 1-4 1 i'Biins . To 1 . 2 # 4 / ibst> 0Â«1 (AAS#â€¢AC) 9 -O 1 ~ 441 Afw 6.74.. Pblr 2.SE, 1 1 435 =r- --9 -le 1 . 1 /~A6-1 46 7,44â‚¬2 ~ 1 9-6. 1 1 <' 1 -TE> FRED 2004Â£- 1 , - Tre 1-\ 2 Ill cgi 0 b 2--3-2 - _i- _ _ -- _F _il U- -El F O.0". r no -,lu- â‚¬ 16' 0 i /~: 1, k,jU 1 .fri 23, ep- . - -,--2'â‚¬ hh Fcc'-reE 8 * 469 c)\A/N OF ESTES PARK ; 6-6,-49 A 4/4.. e- , .%17, A APPROVED i N ; , C.3 , 11 - Ru~[ding -Dapartment i ~ ;, 48,242 ' ;7 / : 41 4,344- tcg--0 ate Â£(Â£34/EL , Bu'ldino Official 7<,Â· 'cÂ·'/ONA\- t.\ I - - 1 i t ../1 -'2~--346 - 4--, -40-12 2.-1 (-' 4- 'AL 14,-r - e teip = 15 AP 4lows> 5.*b) (DAD =45Â» \I va *- \45 MA+, g,p . 8 1 6/ Gsuâ€¢evay 4498- f Â¢ Nown' fe41:>es J 0 14. 2 1-0 Â°FIll L'.see EL><1 gi,46 64121:tÂ« - - I.- - - 6-I \ gÂ·,-- le> IMMAY ;79- l-vu 2.XI O â‚¬ 1L . O. L. 227 2-0, = -Tl I : \ -7/A * I l7/6 A, e t t. l~-Â·150~~Fi 15/ 4%6 2*r 2. pxÂ· , - ip :0151 Pro ; 40 d' , 0 C \ u (32Â£ 6-Â£- : A N i Ex_.> AJ64-T-)O>-1 4 &27<-L-- M , 48782 2 ~ /*RAX {>40 q. - / AF- - 70 54C>im.Â·00<- -. ' ~-~*09.-A*899-*-6-4 4-4/ 634 o luiyE \\. ip - -4-t, A-L CO..104Â£7â‚¬' r ,\ f. = 44114sks:Fit,4- 19- A/VN OF ESTES PARK APPROVED tment 8 5'[) ate -00*21*42 2 11~7~19 Râ€ž,trlinn Official N\Lliff< Â£69 01 LE 26\ (00<M-ae-1 V+JE EC%(BILEW[*m).~ E)~10-1344 r 1 SEP 11 2017 i 1/[CNiff: LOT /1 n Residence/ 0 0 U BUENAVISTA~E~RACE 4 v.D Remo del C 00 FOUND ALUMINUM CAP / 0 5 FOUND 1 1 718 5 PLS 29415 / SMOOTH / 1 / 1 0 UU \ iMA VISTA TERRACE FOUND 1 383155 '26 "W 4.29' ///// CAP PLS 2941 FOUND ALUMINUM ~\ (382'35'00"14/ 4. S84Â°07'18"W 17.24' S82'04'46"W 89.43' - ef %:3 3 8 8Â© -0 51')-~ (982Â°35"E 90') O * cd ..., O / / \ / 0 / (S82'35'00"W 15.70') 00 O N M 4/ / 29 Â¤ 8 0 1-1 0 \ Lot 44, / \ =0 6. 0 ---I - I -I.-i.-- - ----- -- -I--i-- _ (Â§82'35'W _128.32.1 1 , 9 2 / ---- "-1 2 d Â¢ f , --SEE NOTE #7- 30 -3 / / - - I.---- lill-.I- --i-- AJ pg/ 93 5 8 cs / -- ---- First Resubdivision of 0 ' 1 --- 11 , Buenna Vista Terrace, am'* E , it , - // 1/ --0 (.4 9 -CÂ© r '5 3 12 - 15, r-------9- -- --- =:3 8 PLATED Town of Estes Park, E ,-5 --------- // / / ---- -- K-0-W : OD PIPE Ir---- --*--I- 1 .... 1 i -------- 0 Â£4 -0 --1 7 1 1 / County of Lanmer. 01% -------- / 1 V 2 I / ~ 15.0' FRONT .~ , , 4 'l L- AND REAR f~ / / State of Colorado / BUILDING 1 . I.' /./ SETBACK t;~ ~ , /4// 4 1 I / / 1\1 / P / / / i t/ / Â« 261 Courtney Lane 1 1 / i Z. i cl/ 1 { : p ing f / Estes Park, CO 80517 / 1 1// 10 - METIER .O' SIDE BUILDING SETBACKS - / index to drawings A / C- , 0). / / _2_l / # description 4 01- 984. ---0 / PECK -7 ./ 9 4 1 -1 1 / 0.1 Cover Sheet/Site Plan 1.1 Lower Level Plan 0*f FLY 1~~ UTI /8/c -MENT 9 9 7 \>998 24 0) f--LL\Â»L 1.2 Main Level Plan 0. il--9 15.7, 2.1 Elevations 4 11 1 f --\ 12,8 11 . 41 /-00 / 3.1 Structural Notes U)' 0 1 1 1 \ 1 1 IC / /4.-1 t li 1\ 1 \ /\ 26.2, 0 J lili 1 1 A- 11 8 1 1 00Â» 1 1 0.0 0 1-A 1 / 1 1 /O 6 0 \\ \, 1 1 3 /0/5 4 0. 1 1 / Ck - I 21,00.14 9 \\: 1 1 1 Cts). \\11 r 1 1 \- i r I 1 LA / Â¢ 1 N \ r / ' C. 0, MEREE 2 7\ MI g 0 O' \(60 1 Z A H C Z0 , 00 3 W /1 Site Plan \ 631 0 *22%1*ge 1%1 if / @2aws g. 00 4 1" = 10' 17.5, --- 0/ W \ / THIS PROPERTY CORNER WAS g \ 14%. 4 SHOWN ON THE 1946 SUBD/Ws/ON PLAT 30.0, Â£ ~ NOTE: dt-*. 1 6 $ - SEARCHED FOR AND NOT FOUND. , RECORD. (SEE NOTE#2) PLATTED \ 622\.1. , oF THE 2 LINE AS DRAWN IS FROM THE BEARING 1 1 12.5, b. Â· As' Duty of Cooperation Release of these plans contemplates further cooperation from the owner. Design and construction are complex. Although the architect, his 5 - consultants, and the contractor have performed their services with due care and diligence, they cannot guarantee perfection. Changes, m im 3- additions, deletions, and modifications made to these plans and the structure subsequent to the original construction may have changed and/or modified the structural integrity and design of the original structure. The architect and his consultants and the contractor cannot be held responsible for any consequences arriving out of such changes, additions, deletions, and modifications. Changes made from the plans FOUND BENT 9 4. without the knowledge of the original architect and his consultants, the original contractor, an{For the appropriate regulatory building .f).11 #4 REAR d authorities shall relieve the architect, his consultants, and the contractor of responsibility for all consequences arriving out of such changes. - 17 4508-658/Â£OÂ£ ,Â¥Ed solsE[ 'OUE~ Koul.InoE) I93 Â£!Dz/â‚¬Z/80 gy ls-IliI 'ft 101 LINZ/RI/ '13[GO*3-ki/EIONEIC[ISAI i=II L I OZ/Â§2/80 LIDZ/OE/ LI OE/KO/60 L IC Z/L I /LO LIOE/80/60 LI)Z/IZ/80. A 7 FLASH. COUNTER FLASH - ~ ~~tedÂ¢a ~ -EXISTING 2X4 NEK METAL A/ 1 /2" LEOGER LOK /L RALL ROOF 0 16 00 EXISTING 2X 10 1 20" X 20" CONCRETE FIER. 1 7~1 il 11 1 REINpoRce M/(O) 04 BARS VErrICAL.. 1 ~j ~~~~~~~~~~\~~0~~~ / ,: FLOOR JOISTS ///T + HOOK INTO FOOTING IN/*4 HOOK 1 NEW 2%6'51_ - <\1=41=0~ 1 0 0 24" 00 2X PECKING //4 p- OV ER 2X 12'S L==1 6 4 1 - / 0 1 Â®16"06 4X12 ~< 28" FOOTING VA)(%- - STRINGEER -l 8 ~ A/(8) â€¢4 BARS EACH KAY ~ 1.1/- CE A/AIMPeal ABLIBS PagI ~ W. - 4 F *SPHERE POES NOT FIT 1 7-21 rF, Detail LJÂ· LJ Scale 1/2" = 1'- 7- 10\ . 0,9'yjaillki.i~ ~~ Proposed - Lower Level + 1/4" = 1'-0" 6 Ll.11 #900-6<R/fof l. T CDR or) 'werT solsg 'ouel Kouunon I 97~ LIOUEZ/80 â€¢ 33 #>mt. ./ . 9......4.# I -AAMAÂ» 72220 F - 0 ... ... .. . 0 .1 I. a A .. . . . .. -1 . 7 4 00 0.0 0 I . . .. .. 1 . a - k./ Dill . 0 - 0 - --.. ... r- 4, - - 1~ 11 . . A E - . 1 . 0 - -. - ~8.ill 2 --I :Z~.1-- 11 11=11 , . 0 - - -- 0 ... , I I. . , -- .... 7 - --- . ./ - - - 0/ I L . -,0 ... . i APP FLâ„¢000 GUSSEÂ¥-1 - E (4.-1 : C 0E L REPLACE I 1 YVINPOn ' 1 -=..Eli 1 1 hel REMOVE j ~ 1:026 3bt La ~ REPLACE 7 1 lath.12 1 6\\23edroom #2 \\_ REFÂ»LA, 00 / FNINCOP 2 ..:I"*. 2-EE= ----------------- RETAIN EX DECK ON 2 Cia! ! ! FOR NEn N SSESSJ-11- 1 1 2 48782 3 , Exi .1... aÂ·er?-9 - iffit B'(St,Jip A. 84~.,0$~,6 1/8" = 1'-0" 0, O'' d 0 , S j Y - :22*,ETEEÂ¢- * V giamel FOUODâ€¢mod Proposed - Main Level___ 0 1.2 1/4" = 1'-0" L I 508 03 'ped 60163 'OUE'~ Oulinol) I 9E NA\Vlia WVU V..70/ .V . ---- - -W ..' 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F *HINGLE METAL STANDING ~-- ROOFING TYPICAL /-- SEAM ROOPING "PARK SKY" FIXTURES TYPICAL A.â€¢NALT-Â»4*LE sezonNER OF.M., 1.OMB .6 2 EM ROOF /6 138'-1-18- MAIN /6 -1-600'--~~- LOMER /k 41-EQUE---_.17- In' 1 wl:11 %151 1 P A. 84464 0-, \ PLAN 7 1 71=2270Â«11'~ El ===9 /0(A/94'lly\j IL=L=L=1=1~L===L==L=LU=LI 2.1 L I 908 03 lsH 'DIIW-I OU}.In00 I 92 E[Va )IN Ue!.I[I LIOE/t,0/60 LIOZ/LI/LO G:\DAmPROJECTS~2017\1702-MÂ©Nimc.DESIGN FOLDERS\1702--McNIH-Pian,Elev-05.pin -- . 1.11111,1-1114 . - Ill-- -Ill- ----- I. - . - --- - - - - -1.1 1111.1 .Mb 1,11.11.P,@.111111111.lii"al'111~111111'fM*'11~ Â·i~i2**i~Ii*f~f 1 "1 12 ....pli . ---~---------- . r ... 1 .. , -~~~~~-~ . - I ... 1111 Illlilllllliillllllllllililllllllliilllllllill m'11.11./11=1 :. 1::.:::iâ€ž ...li- 1-Iiâ€¢--â€¢â€¢-5. i:i::::~e v=.L 1......1. 4 3/I. .......................111~e :2222~ --.- . *1----I-JI.....0... 1......1. . ...................9/lin . .. . ./. 0 I , ............. --l -- :~------------------------Ea---------------------------------------------2 1----------------------------3E-------------------------------------------------------------- - ----- ----i--------I-----il-- ------- ----- ---- -- ----------- --------------------------------------------- ~~E--~.~,ro.-------- ili-.- ---ill-- --I.I.-I'll--------- --iuiiwile::zilillillililli%1'lillillillillilili~i-n--------------i ----=. ..li 0.1 1 7 4 ----- -I------Ill---il -.Illb--Ill- 5=51.Zili~iAMifFFE~~~~=El-- ----Il.i--- .-- -- ----Ill -- - - --1.1111~---- ------- I.-I.---Ii.I----I -- . . J... ------------ ------il-- Il ---I--Il------------------- - - 1 9..1 illi.il~:-1.1.Z-- ~1 -2~-Il) - 11.1 0 it 1 1 ~mâ€¢â€¢mill 11111'lili 1.-. ./-1 1.-------------1 . Ill.1 V 1~,M_ 1 , .. ,:*.* .......z#...LL&&*. ..r.~*.. + 0.-400. * 0000 V V ff A~11111.~~.~~1.2.~ â€¢11111~1...FiE'........ls...F . . .0 .......fill.....i.. 0 ~,6*,1 0 . . .... D 11!1~01 1.R~ 0.1-~1 0 . :09/1/:"01:1'llimiullillilliliBul2ilillillillillillillitilggilillillililimililillillillillellilillillilliclemilillill~unmmn/:Illill'lli":302:'ll'll'll'll"'Ill'll'll'll'llin:/:In/lill'll'lin:/:00:lill'll/1/2:IMI'll'llillill: 0 ...~~!Im!~1!1111~11!m,~MMm~~1!!1~~0~!1~1111M1~0!!!!~~0!!~1~01!!~ Â· m!,11---=.P-----11-~-- :.. ........Al.................1........................IM!11!~ImMI~ . ---1-=..1 -----I.-IM--M....il-lillill------Illi â€¢m .. lilill'llill'll M...1/..IM....Mill-m---MI/.1---- - .......P.....9............................................... . p rl LOADING INFORMATION: GENERAL CONSTRUCTION NOTES -APPLICABLE CODE-2015 IRC I Nailing Schedule 1 FOUNDATION RELATED EARTHWORK WOOD FRAMING AND SHEATHING -ELEVATION = 7685 FEET EXCAVATION GENERAL Numberof Joint Description Number of Common Naits Nail Spacing 1. EXCAVATE SUBSOIL TO ACCOMMODAJE NEW FOOnNGS TO DEPTH SHOWN ON DRAWINGS. HAND TRIM EXCAVAnONS. REMOVE 1. UNLESS OTHERWISE SPECIFIED, EACH PIECE OF LUM8ER SHALL BEAR THE GRADE MARK, STAMP, OR OTHER IDENTIFYING -INTERPOLATED GROUND SNOW LOAD- Box Nails LOOSE MATERIAL. MARKS INDICAnNG GRADES OF MATERIAL, AND RULES OR STANDARDS UNDER WHICH PRODUCED. SUCH IDENTIFYING MARKS ON Â¥1~19*41 2. FooTINGS HAvE BEEN DESIGNED FOR AN ASSUMED ALLOWABLE SOIL BEARING PRESSURE OF 2,500 psf. A MATERIAL SHALL BE IN ACCORDANCE WIâ„¢ THE RULE OR STANDARD UNDER WHICH MATERIAL IS PRODUCED, INCLUDING Blockingto RAI(Toe-Nailed) 2-id 2Â·10d each end 3, PROTECT TME JITE AND ALL WNSTRUCTION, EXISTING AND PROPOSED, FROM THE EFFECTS OF FREEZING OR FROST REQUIREMENTS FOR QUAUFICATIONS AND AUTHORITY OF THE INSPECTION ORGANIZATION, USAGE OF AUTHORIZED IDENTIFICAnON, 60 PSF + (10 PSF/1000 FT)*685 FT = 67 PSF lin. Boardto R/Fter(EndÂ·Nalled) 2-16d 3-led each end ACTION. AND INFORMATION INCLUDED IN THE IDENTIFICATION. THE INSPECTION AGENCY FOR LUMBER SHALL BE APPROVED BY THE BACKFILL AND COMFACTION BOARD OF REVIEW. AMERICAN LUMBER STANDARDS COMMITTEE. TO GRADE SPECIES USED. ~*all Fiming 1 Top Plate to Top Plate (Face-Nailed) 2-16d 2-16d perfoot 1. PLACE AND COMPACT BAO<FILL IN EQUAL CONTINUOUS LAYERS NOT EXCEEDING 9Â» OF COMPACTED DEPTH FOR HAND 2. PROTECT LUMBER AND omm PAMUOM mall DAMPNEC RODI DURINC AND AFTER DEUVERY AT THE SITE. PILE ......4 HELD COMPACTION EQUIPMENT AND A MAXIMUM OF 12~ INCHES COMPACTED DEPâ„¢ FOR VIBRATORY ROLLERS. SHEATHING AND LUMBER IN STACKS IN SUCH A MANNER AS TO PROVIDE ADEQUATE AIR CIRCULATION AND TO PREVENT -ROOF DEAD LOAD = 15 PSF Top Plates at Intersection (Face-Nailed) 4-16d 5-16d joints-each side 2. MAINTAIN OP~MUM MOISTURE CONTENT OF BAO<FILL- MATERIALS TO ATTAIN COMPACTION DENSITY. WARPING. LOCATE STACKS IN WELL- DRAINED AREAS, SUPPORTED AT LEAST SIX INCHES ABOVE GRADE AND COVER WELL TO Stud to Stud (Face-Nailed) 216d 2-16d 24' o.c 3. BACKFILL SIMULTANEOUSLY ON EACH SIDE OF FOUNDATION WALLS THAT ARE NOT DESIGNED FOR RETAINING SOIL ON ONE PROTECT LUMBER FROM RAIN AND DRIVING RAIN. Headerto Header (Face-Nailed) 16(I 16d 16" o.c. along edges SIDE. 3. STORE SEASONED MATERIALS IN DRY PORnONS OF BUILDING. -FLOOR LIVE LOAD = 40 PSF 712 Top or Bottom Plate to Stud (End-Nailed) 3-16d 3-40d perstud MATERIALS: 4, PROTECT SHEET MATERIALS FROM CORNERS BREAKING AND DAMAGING SURFACES WHILE UNLOADING. 1. IMPORTED GRANULAR BACKFILL: 5. NOMINAL SIZES ARE INDICATED EXCEPT AS SHOWN BY DETAIL DIMENSIONS. PROVIDE ACTUAL SIZES AS REQUIRED BY -FLOOR & DECK DEAD LOAD = 10 PSF O bM Bottom Plate to Floor.oist, Bandjoist, Endjoist SIEVE DESIGNATION % BY WEIGHT PASSING SIEVES PRODUCT STANDARD 20, DEPARâ„¢ENT OF COMMERCE. 8 < or Blocking {Face-Nailed) 2-16d 2-16d PE' foot ~ 3 INCH 100 6. MAXIMUM MOISTURE CONTENT SHALL NOT EXCEED 191 Â¥*torFranling ' 2. STRUCTURAL ROOF AND FLOOR FRAMING: HEM-FIR NO. 2 OR BETTER, UNLESS NOTED OTHERWISE NO. 4 45-75 MATERIALS 1. 2X6 AND 2X4 BEARING WALLS, INTERIOR AND EXTERIOR LOCAnONS: HEM-FIR NO. 2 OR BETTER, UNLESS NOTED OTHERWISE -DECK LIVE LOAD = 67 PSF (NO HOT TUB) Joists to Sill, Top Plate or Girder(Toe-Nailed) 41Â·Â·8d 4-10d perjoist NO. 100 0-12 -1 1 4 /1 NO. 200 0-6 Bridging to Joist{Toe-Nailed) 2-8d 2-lod each end VA . 44 2. SUITABLE NAnVE SOIL: ON SITE SAND OR GRAVEL REASONABLY FREE OF LOAM, SILT, CLAY, OR ORGANIC MATTER. 3. PRESERVATIVE PRESSURE TREA1ED LUMBER: HEM-FIR NO. 2 OR BETTER, UNLESS NOTED Oâ„¢ERWISE Blockingto Joist(Toe-Nailed) 2-8d 2-lod each end CAST-IN-PLACE CONCRETE 4. LAMINATED VENEER LUMBER (LM-): -ULTIMATE WIND SPEED = 175 MPH, 3 SEC GUST, EXPOSURE C Ck# CD Blockingto 5ill orTop Plate (Toe-Nailed) 3-16d +16d each block 1. CODES AND STANDARDS: COMPLY WITH THE PROVISIONS OF THE LATEST EDITIONS OF: A Â£ i Ledger Strip to Beam (Face-Nailed) 3-16d 4-16d eachjoist a. PROVIDE LVL HEADERS AND BEAMS AS INDICATED. a. Aa 318 "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" TRUS-JOIST OR EQUIVALENT) MEETING THE FOLLOWING MINIMUM ALLOWABLE STRESS CRITERIA: ALTITUDE CORRECTION FACTOR-0.81 (Fv. t.3,610 Fzes:s.ueÂ© --Ga m -E Uw Joist on ledger tÂ© Beam (Toe-Failed) 3-8d 3-lod perjoist b. LVL FRAMING SHALL BE LAMINATED DOUGLAS FIR OR SOUTHERN PINE (GP LAM BY GEORGIA PACRC OR MICROLAM BY b. ACI 301 "SPECIFICATIONS FOR STRUCTURAL CONICRETE' Band Joistto Joist(End-Nailed) 3-16d 4-16d perjoist c. Acl 305 "HOT WEATHER CONCREING" FB (BENDING SlRESS) = 2600 PSI Band Joist to Sill or Top Plate (Toe-Nailed) FV (HORIZ. SHEAR STRESS) = 285 PSI - . M â€¢ 4 0 RoofShe~% 0 _ 3-16d , :Â· :'I :~: ::c:t:~ :PREACCEUR-Z 'COURRINGaCDOZOF C0NCRE11NG" E (MODULUS OF ELASnaTY) = 1,900,000 PSI SEISMIC DESIGN CATEGORY-B O W A 7Â°Â° Wood Structura[ PanelÂ·; 8d lod see wall type notes 2. COMPRESSIVE STRENGTH AT 28 DAYS: FC (COMPRESSION PERPENDICULAR TO GRAIN) = 750 PS a. FOUNDATION WALLS AND FOOTINGS, INTERIOR SLABS: 3000 PSI 5. PARALLEL STRAND LUMBER (PSL): Diagonal Board Sheathing o. PROVIDE PSL BEAMS AND POSTS AS INDICATED. b. EXTERIOR SLABS: 4000 PSI 1"xe or 1"]13" 2-8d 2-10d per support 3. TRANSIT MIX SHALL. CONFORM TO ASâ„¢ C94. b. PSL FRAMING (PARALLAM BY TRUS-JOIST OR EQUIVALENT) TO MEET THE FOLLOWING MINIMUM ALLOWABLE STRESS 1"x10"or wider 3-8d 3-lod _Per-=u.PPM . 4. MINIMUM CEMENT CONTENT FOR 3000 PSI CONCRETE IS 517 POUNDS PER CUBIC YARD. CRITERIA: .g â‚¬ W p Ceiling Sheathing; 5. MINIMUM CEMENT CONTENT FOR 4000 PSI CONCRETE IS 564 POUNDS PER CUBIC YARD. FB (BENDING STRESS) = 2900 PSI Gypsum Wallboard ~-- Sd coolers M cooters ] 7â€¢~dge/10" field 6. MAXIMUM AGGREGATE SIZE SHALL BEE 3/4'. FV (HORIZ. SHEAR STRESS) == 290 PSI iM015jheMhjng f 7. SLUMP: 3" TO 5". E (MODULUS OF ELASTIaTY) = 2,000,000 PSI 8. AIR ENTRAINMENT OF 4 TO 6% BY VOLUME. DO NOT ADD AIR ENTRAINING ADMIXTURES FOR INTERIOR SLABS ON GRADE. FC (COMPRESSION PERPENDICULAR TO GRAIN) = 750 PSI INSTALLATION REQUIREMENTS FOR GYPSUM WALLBOARD Wood Structural Panels &1 10d see wall type notes 9. NO CHLORIDE OR OTHER UNAUTHORIZED ADMIX1URES SHALL BE USED. 6. PREFABRICATED WOOD 1-JOISTS (RFIN 40): INTERIOR WALL SHEATHING 0 4 8 .2 Structural Fiberboard Panels 10. PLACE NO CONCRETE WHEN AMBIENT TEMPERATURE IS BELOW 40 DEGREES FAHRENHEIT OR MORE THAN 90 DEGREES a. gi@*UAgflaUJapr!?TB.*&@,AL,p;418;Ju.. 1/2" 1lga. Gatv. Riding nail - 3" edge/6" field FAHRENHEIT UNLESS PLACEMENT PROCEDURE IS IN COMPLIANCE WITH ACI 305 OR ACI 306. b. IJOISTS 9â„¢I BE RFPI 40 AS MANUFACTURED BY ROSEBURG OR APPROVED EQUIVALENT. (0.120"xl-VE'longxl/16"head) 11. COMPLY Wiâ„¢ ACI CODES AND PLACE CONCREE IN A CONTINUOUS OPERADON WITHIN PLANNED JOINTS OR SECTIONS. 7. MISCELLANEOUS LUMBER: PROVIDE WOOD FOR SUPPORT OR ATTACHMENT OF THE WORK INCLUDING NON-BEARING DO NOT PERMIT COLD JOINTS TO OCCUR. PARnlloNS, CANT STRIPS, BUCKS, NAILERS, BLOCKING, FURRING, GROUNDS, STRIPPING AND SIMILAR MEMBERS. PROVIDE 25/32' 11 ga. Galv. Roofing nail 3" edge/6" field 12. GROUT: PRE-MIXED, NON-SHRINK, WITH MINIMUM COMPRESSIVE SlRENGTH OF 7000 PSI AT 28 DAYS AS MANUFAC1URED BY AVE LUMBER OF SIZES AND SHAPES INDICATED. GRADE: HEM-FIR STUD GRADE AS GRADED BY WWPA. Gypsum shall be a minimum of %" thickness. F (0,120"xl-3/4"long*3/8"head) STAR PRODUCTS, INC, OR APPROVED EQUIVALENT. 8. ROOF. FLOOR AND WALL SHEATHING: APA RATED OR ADVANTECH VIP+ SHEATHING, THICKNESS AS INDICATED. SPAN Maximum wall stud spacing shall be 16" Gypsum Wallboard 5d coolers 5d coolers 7" edge/10" field A~MeR. m#Lt.FEU.14#DE, 4.49@9â€¢ RATING AS REQUIRED TO SUIT SUPPORT SPACING INDICATED, EXPOSURE DURABIUTY 1. 1HREE SPAN MINIMUM. * All panels to be fastened at 7-inches on center edge, Hardboard 8d U (see Table 3.11) 9. FASTENERS AND ANCHORS: FURNISH ITEMS OF ROUGH HARDWARE, METAL CONNECTORS, BOLTS, ETC., REQUIRED TO 10" O.C. Field. Alternative fasteners include 1 %" No. 6 type Â© Particleboard Panels 8d 8d (see manufacturer) 14. CONCRETE FORMS SHALL BE CLEAN AND FREE FROM DEBRIS. IF FORMS ARE COATED WITH A RELEASE AGENT, THE RELEASE COMPLETE THE WORK. BOLTS, NUTS AND WASHERS SHALL BE HOT DIPPED ELEC1RO GALVANIZED STEEL. FASTENERS AND Diagonal Board Sheathing (A AGENT SHALL BE COLORLESS MINERAL OIL WHICH SHALL NOT STAIN CONCRETE OR ABSORB MOISTURE OR IMPAIR NATURAL BONDING OF ANCHORS IN CONTACT WITH PRESSURE TREATED LUMBER SHALL BE STAINLESS STEEL OR STEEL HOT DIP GALVANIZED TO S or W drywail screws; 5d cooler nails, 0.086" diameter, 1 CONCRETE. G-185. SIMPSON STRONG-nE CONNECTORS SHALL CONFORM TO MANUFACTURER'S COATING RECOMMENDATIONS. 5/8" long, 15/64" head; or gypsum board nails, 0.0915" 1"x6" or 1"*8" 2-8d 2-lod persupport .- U 15. SON< INSIDE SURFACE OF UNTREATED FORMWORK WITH WATER PRIOR TO USE. l'x10"or wider 3-& 3-10d pers!''PP?-2 - . 16. DO NOT DAMAGE CONCRETE DURING FORM SIRIPPING. diameter, 1 7/8" long, 9/32" head. Fasteners shall be 10. SUBFLOOR GLUE: APA AFG-01, WATERPROOF OF WATER SOLVENT BASE, AIR CURE TYPE, CAR 1RIDGE DISPENSED. 11. WOOD PRESERVAT1VE (PRESSURE TREATMENT): AWPA TREATMENT ACQ USING WATER BORNE PRESERVATIVE WITH 0.40 floorSheathing # 17. OBTAIN APPROVAL BEFORE FRAMING OPENINGS IN STRUCTURAL MEMBERS WHICH ARE NOT INDICATED ON DRAWINGS. PERCENT RETAINAGE. spaced not less than 3/8 inch from edges and ends of -I - Wood Structural Panels 18. CONTRACTOR IS RESPONSIBLE FOR ALL FORM DESIGN/BRACING REQUIREMENTS. 0 g EXECUTION . gypsum board or sides of studs. roness W lod 6" edge/12" field 19. DO NOT REMOVE FORMS OR BRACING UNTIL CONCRETE HAS GAINED SUFFICIENT STRENGTH TO CARRY ITS OWN WEIGHT AND 1. SET STRUCTURAL MEMBERS LEVEL AND PLUMB, IN CORRECT POSITION. 1 * Four-foot-wide pieces of sheathing shall be applied IMPOSED LOADS. 2. MAKE PROVISIONS FOR ERECTION LOADS, AND FOR SUFFICIENT TEMPORARY BRACING TO MAINTAIN STRUCTURE SAFE, greaterthan 10' 10d 16d 6" edge/12" field 20. UNLESS Oâ„¢ERWISE NOTED, CENTER ALL. FOUNDATION PIERS AND FOOTINGS ON COLUMN CENTERUNES. PLUMB, AND IN TRUE ALIGNMENT UNTIL COMPLETION OF ERECnON AND INSTALLATION OF PERMANENT BRACING. [ parallel or perpendicular to studs. Two-foot-wide pieces shall ~ Diagonal Board Sheatting CONCRETE REINFORCING 3. PLACE HORIZONTAL MEMBERS, CROWN SIDE UP. ~ be applied perpendicular to the studs. 1"16" or l"x 8" 2-Bd 2-lod persupport 1. REINFORCING STEEL SHALL BE ASâ„¢ A615, 60 KSI YIELD GRADE, DEFORMED STEEL BARS PER ASâ„¢ A305. 4. CONSTRUCT LOAD BEARING FRAMING AND CURB MEMBERS FUL-L LENGTH WInÂ·IOUT SPLICES. ~ * End joints of adjacent courses of gypsum board shall not 1",10"or wider 3-8d 3-10d persupport 2 WELDED STEEL WIRE FABRIC SHALL BE ASâ„¢ A185. LAP A MINIMUM OF ONE MESH. 5. DOUBLE MEMBERS AT OPENINGS OVER 24 INCHES WIDE. SPACE SHORT STUDS OVER AND UNDER OPENING TO STUD E occur over the some stud. 3. CHAIRS AND SPACERS SHALL BE PLACED TO ADEQUATELY SUPPORT REINFORCING DURING PLACEMENT. FOREIGN MATERIALS SUCH SPACING. .- AS WOOD OR OTHER UNSUITABLE SUPPORTS SHALL NOT BE USED TO SUPPORT REINFORCING. SET WIRE TIES SO ENDS ARE DIRECTED 6. CONSTRUCT DOUBLE JOIST HEADERS AT FLOOR AND CEIUNG OPENINGS AND UNDER WALL STUD PARTITIONS THAT ARE Note: All referenced Tables Referto the 2015 Wood Frame Construction Manual INTO CONCRETE WHERE CONCRETE WILL BE EXPOSED. PARALLEL TO FLOOR JOISTS. FRAME RIGIDLY INTO JOISTS. 4. CONCRETE CLEAR COVER FOR REINFORCEMENT (UNLESS SHOWN OTHERWISE): 7. BRIDGE JOISTS FRAMING iN EXCESS OF 8 FEET SPAN AT MID-SPAN AND WHERE SHOWN ON DRAWINGS. FIT SOLID a. BOTTOM OF FOOTINGS AND SLABS ON GRADE: 3Â». BLOCKING OR BRIDGING AT ENDS OF MEMBERS. b. FOUNDA11ON WALLS AND EXTERIOR WALLS: 2". 8. PLACE FULL WIDTH CONTINUOUS SILL FLASHINGS UNDER FRAMED WALLS ON CEMENTITIOUS FOUNDATIONS. LAP FLASHING c. TOP AND BOTTOM OF ELEVATED SLABS: 3/4". JOINT 4 INCHES MINIMUM. d. ALL FACES OF RERS: 1-1/27. 9. SECURE ROOF SHEATHING W[TH LONGER EDGE PERPENDICULAR TO FRAMING MEMBERS AND WITH ENDS STAGGERED AND SHEET ENDS OVER BEARING. 10. USE SHEARING CLIPS BETWEEN SHEETS BETWEEN ROOF FRAMING MEMBERS. ENGINEERING (DERT1FFICATION: 11. PROVIDE SOLID EDGE BLOCKING BETWEEN SHEETS. 12. WHERE TONGUE AND GROOVE PLYWOOD IS USED, FULLY ENGAGE TONGUE AND GROOVE EDGES. 13. SECURE WALL SHEATHING WITH LONG DIMENSION PERPENDICULAR TO WALL STUDS. WITH ENDS OVER FIRM BEARING AND INSTALLATION REQUIREMENTS FOR CONTINUOUS WOOD k 1. NEW STRUCTURALL ELEMENTS, INCLUDING CONNECTIONS TO STAGGERED. STRUCTURAL PANEL WALL SHEATHING THE EXISTING STRUXTURE, COMPLY WITH THE IRC REQUIREMENTS 14. SECURE SUB-FLOOR SHEATENG WITH LONGER EDGE PERPENDICULAR TO FLOOR r FOR NEW CONSTRUCTION. THIS INCLUDES, BUT IS NOT LIMITED FRAMING AND W111-1 END JOtNTS STAGGERED AND SHEET ENDS OVER BEARING. ATTACH WITH SUB-FLOOR GLUE AND DRYWALL * For 16" o.c. stud spacing, panels shall be minimum TO, SNOW AND WINCD LOADS. SCREWS. 15. TOLERANCES: of 7/16" thickness (plywood or OSB), span rated 12/0, 2. ALTERATIONS DO) NOT REDUCE THE CAPACITY OF EXISTING a. FRAMING MEMBERS: 1/4 INCH FROM TRUE POSITION, MAXIMUM. 16/0 or 20/0. GRAVITY LOAD-CARRYING STRUCTURAL ELEMENTS AND THE b. SURFACE FLATNESS OF FLOOR: 1/4 INCH IN 10 FEET MAXIMUM, AND 1/2 INCH IN 30 FEET MAXIMUM. 1 * Panels up to %" shall be attached with 8d common LATERAL RESISTANCE OF THE BUILDING IS NOT LESSENED. 16. ALL POSTS AND COLUMNS FROM HEADERS AND BEAMS SHALL BEAR C0N11NU0USLY TO CONCRETE FOUNDATIONS INCLUDING BLOCKING IN FLOOR AND ROOF SPACES. BLOCKING SHALL BE OF THE SIZE AND SHAPE TO CARRY THE REQUIRED 1 nails spoced 6" on edges (see Shear Wall Schuedule) and LOADING. ~ 12" intermediate supports. Panels greater thain %" shall 17. ALL BOTTOM BEARING PLA1ES, FOR STUD WALLS OR BEAM BEARING, SHALL BE ANCHORED TO THE FOUNDATION WITH 1#19!AMETER ANCHOR BOLTS.AT 4'-0" ON QUI~& UNLESS NOTED OTHERWISE. 1 use 8d nails with the same spacing. (Table Re602.3(1), m~Â£["2*mol*Â£9 Â§WktrGF'IBEFED XT 4 -0Â» ON CENTER, VERTICALLY, UNLESS NOTED OTHERMSE. ~ IRC) 19. ALL VOOD IN CONTACT WITH CONCRETE SHALL BE PRESERVATIVE PRESSURE IREATED. P.P.T. * Wall corners shall be framed and paneling attached I per Figure R602.10.4.4, IRC. 1- .:saT/1- 13- Af'@PA. 844Â©1 /g 01; 31 ~ < 48782 i % 'cr- 2 1.29270&-19&6,- i Â£Â·4 U 94/WL tÂ« Sr:kil#R~t- 0 PWOD,Rnerd -3.1- opeioloo '4-unoj I Jo uo!6!A!Pqnso kI Jsib:I 'ft 101 LIOZ/8 I/50 4 508-658/EOE LI5 00 'wed solsE[ 'ouel XougnoE) I 93 LIOZ/80/60 LIOZ/IE/80 SoloN IR.Ill}On.Il S UMOIIS SV 72[CIOWEIWEIONE[GISERI :MINOK 103.fO'Hd EOLI ON 10HfOMd LIOZ/91/80 LIOZ/0Â£/90 CHSIAH-H L I 020/60 LIOZ/LI/LO LIOUEZ/80 ROJECTSU0In1702*,clim{ DESIGN F OLOERSI702-McNI-Plan,Elev-05.pin -REVTSION-B-10759 ~-- oCT 31 zoe 291 Gurr"EY LN MeNiff .al af r-7 1412 46 Residence/ _ BUENA VISTATERRACE FOUND ALU' ~ SMOOTH 1/ 80843-~ '/NUU 1 FOUND ~,' =8 = U CAP PLS 29415 1 POD \ 0 652 a TERRACE (D 882'04'46"W 89.43' Remodel 4.51')-J S84'07'18Â»W 17. 4' ' *82'352 90') V . 4 â€ž-4 % 4/ - , *82'35'00"W 15.70') - 9 \ ., = Lot 44, (10 0 0 ---- --- SEE NOTE #7.-- ,~ IM &21- ~ '' ._-1Â§~230.-122:321 -- First Resubdivision of --- / ----- ----- 00 0 --------% - 0 I / 1 - , - -R Buenna Vista Terrace, 04 Â©ZE . & k * - --- 15' , -- 0.------- ------ --- - - -- â‚¬ Town of Estes Park, PLATTED FOUND 1" I / / R-O-W ~ > 0 I / ------------------------------------7 County of Larimer. 0 .AS 0 OD PIPE ; 1 - / 1 -- a-- - -i---*- / .e\/ ~ 15.0' FRONT ~ l / ./'.........469://'// L ANDREAR , State of Colorado BUILDING / + ,/ SETRACK ~A -. 3 - 1...... ' 41--251 1 0....O -k f / ...r.. 1 i -/EMOVE. 1 \). ..----- I I ..... , - 6 -- - ' ~ 261 Courtney Lane 1 1 4 . / I .g-V . I / me./.0 . 1 h A 2-25 r '' .3*21 11/9 1 , P . L /~ --------- -=I--i Estes Park, CO 80517 1 ROFF5944"/TT/ ..M/~9 2 10 0' SIDE .Miti?Â§i:?115.-'~, i~: 4.- index to drawings BUILDING SETBACKS '6':':ip*i:i.>pi>.r?Eg'fif.~.M.~.~,i11:?-; Â·.:,i~<i:;6. - r- # description - 1 384'1-Â· -01-4 \ :,33*I~***%%Â§:....Â« ok.iti.6,- F i 00'E =3 0.1 Cover SheeUSite Plan 10.0, UD~/ e mt<::;2?,PI 8+24u..Ck:.i :ty.;.:f -r y_. -=- '--~ ~ -- 28.21 4 ~i 5 - 6/ ... E*RENT ;Mit:@**Â·*tet i :, x- -- ~ 1.1 Lower Level Plan 0. 0 1 lid ./l OP , . - 1.9 , 3.%. . /02 5EE NO~E Â£) :.*'9*31.:f ::i:84'fi".{:Â©6* ' 4~ - 1.2 Main Level Plan g\ C - J ~.4.1.-4-'.Â· f 4 15.7, 2.1 Elevations 01_ _111 4/--4 3.1 Structural Notes and Details -h > . ~ 1 .IN. . h.Â¥ t I TO BeÂ· CHANFE LIST \ I. Id: ..K,00.0.9 A .,,9- A-446' .32& U.A-, brF 10 CHANGE I ...... 2.!1 ' 1 g : t 01 .... ........Al , 0 ) 1 1 & A 02 8Â»0. 01*/Â®rAIRIAÂ¥ BEÂ¥'.cle 4 q> N .ed 1 1 I 1 . 02 04 LE[seâ€¢ 22,0.IL- 64, 14,- \ 1 1 - 1 1 07 ./ FOUNPATION/POST IONNECT,ON I .............................5 t 1 442 \ \ ff 0 06 JO],T ,â€¢AN*,R--2,-.r-, i i 01 1)<le-IN~ PP LADLE' 1 %44 1 2 \1 Â«-4 - OD D,+Or, EXIST,Na PEc K 4 1 ~2) ~~ ~ APPROVED â€ž ~01Â»11*1*TIN*8*6-OAROTOREMAIN ea / ,OWN OF ESTES PARK 10 LABL E.D.N. B.LER AN. I.-t~ we.re. g \6- .10 . .IME......... Rultri,r,4-C*artment \.5 j .r fl / 0:<> \ 1 5 ./. DECK .4,0 /*MIN,$ ~I Site Plan , - L----~ Arn~n *I 14 IMAN*/ B~HEU.2 \ 1 5 ./.) 621/N' ./AM N. 1711,1 = 10, :fE: 1 6 LABEL ELECT~IC *VE 4 1 1 ./0.4 11.EÂ©TRIC ./ILI'G .... -L t/ .. 1 8 LABEL 'rEMPE'Em.INOO.S 7.5, 1 I ..../...........ION g 4 -0- 20 -ABEL."0â€ž -, 90-3.6.1-}> t t i 43781 : 0 30.0' OF RECORD. (SEE NOTE #2) NOTE: THIS PROPERTY CORNER WAS 21 ./ANG' ROOM .... ~V , SEARCHED FOR AND NOT FOUND. 22 LASEL~NOMORITN*-I :ff#*8*1k PLATTED UNE AS DRAWN IS FROM THE B 20 LADEL -- #LUEB TO eXTERIO~ .ALLÂ® ANIP TR,â€¢BÂ® rOP CHOM. R-0-W 679.55,002 EAR/NG THE 24 REMOVE .... NAMES AT ExleÂ·riNG/PEMO ILâ€¢N 5,Â·,um'* @ve>/ ~ SHOWN ON THE 1946 SUBDMSION PLAT 4 v m L-1 0(L,opwae- 12.5' Al . 30.16' .ck= 1â€¢r -*-Ram .i.' roevT.'on eorn...... 1-.'ru........Icâ€¢ ....$...... h. â€¢ddk-, dll-=.=I modHk---/ 10 11- pl- lid ...In, iur..1...,uer . Ihe or+.1 gâ€¢n,In,d// mly kÂ». a,nâ€¢'1 =alllâ€¢- W ./1.=,1 6,--Almod -/ 6-ic- ...1.1 =...dillgelcÂ¢, the> ./not,-0./pe,-* 0.~ege,. .L 94 01 #4 REBAR -- 4 I.JI 4 0{}Elot03 'klun Jout!-re7 'lled sabq EWA elluonfi JO UOiS, 'Pq s~ 1Slia 'ft, 107 Â£ 1 (El 1,50 4508-658/Â£0Â£ L 1 508 00 Â» d Â§01Â§3 .oue'I huunoo 19E ~vo::w~ 4~Â£~0 Lane L IOOLDÂ·01 L IOUSTABO LIO ILJGOWEY 3:)N3GIS311 INOW .DEfoad NORTH L! L OZ/Â£1/LO COL I ON.UEIC REVISION ---f---------* - - oCT 31 2017 Adp --_. 1 1 l.1- 4-r . . J-- : 11,- 1 18*2,2 i m.'ll=/Â·2/ 0..... /L . S .- 00 :Alâ€¢~n ' \ 0(1 W PE* -likx-- 90 1 ..Ove 1 C 4 0 6.#RE 47-11 1 0 0 9 ./.6,0/I r Â§*t 4/1 1/ a I:Â· 1.-O + , 1 4/fEE / . 1 0 M / ' 2 92 â€¢16 0, h . ,/l:\ \4 .r 8/:i. I 0 :O K- t:J i # ~*r-1 0 1 M t:jiti 4 0 . 0 : 6 p.=71 A W ~ / \ 4~12 - 4 ,"Sm/2=> A Â¢ 1 8 %0 Mi - ./..-1/7 V-V-V'-.'.'-1.-/ j-.-.-VV-V-/IV+V'.Ip-V... .- -74=21/ i tT p R] 12.13 Ope,Ing limllallons. Required gwib shall not ~ f 1 4 2 . ;T: ~ U Ft ba, c ope,ungan 01, walking surface to zhe required g-,d # 1 2-Kay CONG.ETEâ€¢â€ž --1 .. 1 --.1.1 1 i ............4..........6/ . G 9 0 1 1 1 ~ k i C . ~ V{ :ffo:hichallo' pi'age-fasphÂ¢~40*(102/4 9 F,<>.IMWOOT,V .*00,< 1 t. r-----1 j/~ O 3 .c Emptio-: / 00'TTOM. All 'INTIR Â¢ 1 Ilie tri",Nular opcmn,s at the open side of stai]. l:Zi.JUÂ©~TAL n. TÂ°U IV...... i - -- ~' C fumud by th, n:,cr, in:ad and boilom rail of a gu,rd -r -- ~ shall notallou pailage of a sphera inches (153 12.-IllÂ·â€¢00... / 1 C n,m} in dia,i'cier. 1.4.'.. e....... â€žÂ¥ I 1 C 4 1 -2. Guad M the open iide ofs,airs shall no, hivc -ZZL--0-1 openinp which ejloâ€¢, p~.a0Â¢ ufa sphere 4,f. inche. CE em 4.: 0 le {Ill mm) m dismet,r. ~ 1 I , ~ ~ -----4 9 2Â»k 0 .... 4 ; - 7--- g F'TY Detail STAIR SECTION Scale 1/2" = 1'-0" ..4 .. 1-0 : 1.-2,1. .. 1.-8 L \ MITS......... L TO Â§1" Or "OU- 1;.4- 13 225 ...-HIN. All *-'ll VINIER OULOW- . 49 1 Â¥0 - RE.OVED / 2*4 ./.Mrâ€¢L~ OR:-a: r-/- 63:541 A,/.<x/--y-./':&1(/i---. -1---------------------1. MI i r.jax.; ./ < CM.1 / - / + 5, n Zfk- L , 4-,t t==ir kf 0-i,11 1 1, 1,5.- 7-- .OTE â‚¬ D * 9 1 ............... iR . 4 9, . -re~ weAÂ·r Â·ro ~Eâ€¢.A- ~ ~ P '-0*. 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I '. 1/ .1 1\ In kÂ¢ N ~ U--1 .O-~0/,4-,6.-LAM EAÂ©0 '-C~ET ON BOT,4-EVt/ , CO**D.../.*4 .A V. - 8 1 lou.. -4..g..W-/ 2 /. 6 '40.0.T A= . i F..... 92'."0 - -4 j No-1.. r ..' .1. lf==1 #A ' A ~ POâ€¢D6~pâ€ž.....~07 ' i..,â€¢Mi..Â·..0.--=0.-pâ€¢u,t-7*~11 .. u 8 2 7, L.~ ~1 4 a R '51 4 4 :41 9 4 - i 1-911--0 0 '-*' 2*1+-- -- -f5e,em~~~~ V h --- 1 : - - -- ' 1 ..1 + ALABKIN VILLO...... 1 42--9 1 4 Â»51=1- .6 6 _ - 0 9 Z r --1 1\\ Lâ€¢-0,4, 4.221 0 f r '1 ...'IC -- *F - r#H : 11 - I % 11'i\\ :9= L J MWV ., c. C a 6-9 .i ..., 1-0- I I 1.... k--4-4 i \ 0 1, 4 4 :14 4 n 11 11 li ~ L- hiLJ , SX' .... BILL /6,â€¢TE,VI// I ~ to- 1.0.- I 2 1-J .....atx I ) L ,0- ANC~'OR ~0.T*, â„¢LB'r*- ommn' 1 4- # M/ 1. A 4 2 eD , 1---1--1 ) ...7 ....ON 4............... ; ...... pri 1 *obIN' 8 - COL.PANS 04 :0 1 2/v,-I-~v.-li.-ly-y-r. I.--1 ) -â€žâ€ž.Al 1 4 490,307' r % - rr Al ' .Â· ~/Cl , Il ) I .....V-1 ..Al 4 2 ,-- * ~ u .4. ZES OWN OF ESTES PARK 9 - . Â·' ~5~7' APPROVED --Q.Pill/MOUNIATIO' /Al 0 h - 4 11.:.LEI { ._&u]!ding,beactment 4/0b:Al ovty Fili ~Z.1 Proposed - Lower Level /-0/Akit..-uu-L LANS,Ne n/(4,1 2- 4 -- 1 re (3 J ~4 BARS V-nCAL I .LL ~1 = I lyTWAT ~XTENPTÂ©.~ D.6.0,. 1 /4" 1'-0. ..... Â¤~~*.,ate Aej~ic Z.131 ---- OpeJOIO) ' XwrIOy) JOLU .- VIEd Solsa 01101 9]SIA HuuorIEI J UOIS[Al Insm 1%48 'ft 101 LIOZ/8[/90 LOCATION GAUR/STAIR MAMILY 112 AÂ¥ BED-. 1 ...... CALL NO 266.-1 ./65-~ 6068-1 2&68-1 -1 24/8-1 063-1 2868-1 *Â§08-658/EOE L 1 508 00 '31]Ed SOISE[ .aue"I Koutmoo 191 TIU Er) Clamn - 1-LAN 7[ pc U /1 131 ---# c- cl-/ uuId UOIjepunori ~ POOK SCHEDULE NOTES .//CK MINWPACT ...CK MAN.,ACÂ¥ VeIl- .IDâ„¢ 0/ M/0 FOR Stzm/RO 1, W /1-9 BL PING IN* ~ULL LT Â®MING ve.irr SiZe ve.irr ze CIECK MANUMACÂ¥ 10 er Floor Plan -t)(10*AM,90.43(]15 1 : AN W L)If{)2id L IOZ/LD'01 LIOZ,Â·go O L 102,080/60 Â£102[Z,110 to,60 .100.LI/LO MA.E 'C REVISION r - OCT 31 2017 r--1 - I ......0-.... b /(\ oe A 1 0.-r lilli ..-0- 1 ~.,....s.â€¢=â€¢-â„¢". 1 0---Â« ~- -4 r-1-c.o~~ LVL'B n/8/8- I 1 / 1 4-4.- r,/(4) led N.ALLD I .AND.,CH ./.in/NAL 1 t I G.-MIME BOL' 1 1 1......... 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I ,9/'.4/â€¢â€¢I EAG~ MAÂ¥ 1 , ~ ' ~~ '' 1 U IF EPOXY USED, 9'â‚¬(Z/4l- 16-beeeZAOL 2.Etx.,1.EC) BY OWN OF ESTES PARK frE-APPm>UGO SFECAL,USNEerbr "11,14 Ovt ~I'l Detail BTAIR SECTION Fly North/Rear Elevation APPROVED ~FiI~ Scairi/8"=-1'4" 1/8 ' 1'-0" _....-Buddlofa.Qngartment 2.1 CL.,libdJl#LiDate -415=- IL Fliartirn Official Ope.10pj 'X,Un *908-69/Â£0â‚¬ L[Â§08 o e soisH 'ouel Kouunoo [ 91 LIDZ'ODDI L]OLIZ/NO = L LOE'PO/60 LIOZ/Ll LIOZAO'60 2 0 mt REVISION - - OCT 31 2017 1 1 1 \ rAP LOADING INFORMATION: GENERAL CONSTRUCTION NOTES -APPLICABLE CODE-2015 IRC -ELEVATION = 7685 FEET , FOUNDATION RELATED EARTHWORK WOOD FRAMING AND SHEATHINC Joint Dâ€¢â€¢L,10~oâ€¢, T Num-/Commoi,N~Il 1 .....0 Â£*CAVAncl GENER. LOOSE I."AL'.L "/Ks 'Dicam,G /8"5 OF WATE=AL, AND RULES $ STANDARDS /1// /W!04 PMODUCEil SUCH 'EN'rnNG W/'(S ON L EXCAVATE SUeSÂ©IL . ACCÂ©11~0DAIE ...InNGS T. DEPTH 910-4 - DRA-4. HA2 TRI EXCAVAnONI AD,!OVE , ......ISE ..... Ell PICE C. U.I.EN .... .AR THE ~ADE .*. STA,Ip. OR OTHER ./NO -INTERPOLATED GROUND SNOW LOAD- 2 FOOâ„¢GS HAE BEEN DE. IED FOR .N AS5UW.. ~LLOWAGLE SOIL BEARING P- 0* 2,800 w. A 'ATERLAL *IALL BE IN ACCOIDANCE Ill 11. RULE OR STANDARD 11Â®ER ./CH MATE'AL IS PRODUCED. INCL./. ~ofkin-0-I 2. Mod -- . PROICT DE I. AND ALL CONSâ„¢UC~/I I... .. PROPOSED. FROM THE EFFECTS OF FRE... OR FR057 RECUIREMENTS FOR QUAL#1CAT,ONS AND AUDICRITY 0, IHE INSPE.. C-AMIZAION, USACE OF AUn,CRIZED IDEMWICA.0,4. *oa,dtoM N.led~ .- 3-1- 1 ACTot AND 1-Â»1,194 INCLUDED â€¢1 â„¢E IDD,nACATION, TIE INSPECI,ON AGENCY FOR LU,00, 9,AU. ar ,PPROVED BY THE 60 PSF + (10 PSF/1000 FT)*685 FT = 67 PSF 0.-11 ........4 BOARD OF RnEW. Aâ€¢,IERÂ»CNI Wh-lt STAND.â€¢as CO-TTEE, TD GRADE SPECES USED. W.11 - '. PLACE AND . PACT BACK'u IN ......1â„¢uous .'lls NOT E*CEE...' ...*ACID DEPTH ./ HAND . PROICT U.NBER ANO OTHER PRODUCTS .. DAWPIESS 00.0-NG .40 AFU .... AT â„¢E S.Â· ./ TopPIn/TopM-(F--edl '.11 .160 ."1001 -ROOF DEAD LOAD = 15 PSF HOD COMPACI,ON EOUPIENT AND A Â¥AJOWLÂ¥ OF 12 INCIes CO-ACTU) DEP!1 FOR * JRY MOLLERS mâ‚¬ATW,g; A,0 LUMBER I STACKS I 9.,CH A ~A-ER AS TO PRO~DE ADEQUA~ AIR (Â»ICU.Ale, AND TO PREVENT ..d .18d 2. WAINTAÂ»1 OPT,k,Ul ./STURE CON.., BAC,OU ....ALS TO ATTAI' COWPACTION DEN,TÂ¥ .AMPING 'OCA. .ACKS IN ~11 DRAINED A~AS, SJPFORTED AT LIA~ = INCMES A,OVE ORAPE AND CO,ER V.Eu TO Ef 511.ctost=il= *Â® 1.- 2.12 WnÂ£ 1 BACKal 'WIULTA~EOU-Y I EACH ./ I FOUâ€¢21â€¢ICÂ»I â€¢Nls TMAT ARE NOT DESGNED FOR 'ING SIL ON ./ PROW .*1 RU, AND OR,VNG RA~,1. U led .#*'/Ii .DEL 3. STORE SEASONED WAT. AL.5 I [IRY PORnONS Cfr -.C -FLOOR LIVE LOAD = 40 PSF "CdrÂ·Â· 8. tuom M- .Slud Il,Id N-iâ€¢,4 .:id 3 400 pC,/Ul ..â€ž'ALS: 4. -/Cl SHEET WAIRIALS FR~1./IRS ....... 0Â»WAGDIG ./.ACE' I......... 1 ......RANUAR OAC(FIi: . NOWINAL IZE' ARE â€žDICATED ExCOT As SH.... UETAIL D~.Ng]Ns. PR.10[ .... IZES As .....Der -FLOOR & DECK DEAD LOAD = 10 PSF 10Â¢tom/le.Hoo,Jol. rd..IM' SEâ‚¬ .-/104 I BY ~101Â¥ PASSNG SEâ€¢ES PACOUCT ST.... 20. 00'I.=.T I. CO-,IERCE. O -el'/' = /'r/l 2/d M. 3 INCH 100 6. 'A~U,I .... ....ALL NOT EXCEED 191 NO. 4 4&-75 ..TE.~. 2 1 2 10./Ill. TopPI,teor/*.IT@,h,11.1 4*,1 .*k ... NO. 100 #12 ,Â· 2),6 All) 2%4 SEARING .US. IN'll.R .....0. UX:AnONS: /I.. NO. 2 OR eET~. ....0// 0.... -DECK LIVE LOAD = 67 PSF (NO HOT TUB) No 200 0-1 2- S'Rue./. ROOF I. FLocm ./INGÂ· ...FIR No. 2 00 ....,....NOTED onâ‚¬R... O.0 IllingloJ/i.Ilie,4~1~al 2-- .loc ekt- 2 SUY.LE NATIVE SOIL ON SITE SA,j CR GRAVEL REASONILY FNEE OF LOIN. SILT. a.,Y. OR Â©RGâ€¢NIC *.. . PREÂ¥'RVAnâ‚¬ PRE=,RE TRE'/0 Lull.: HEÂ»-FlR NO.2 OR BETIER. uMISS NornD 0.... .......IT- ./.} 2-M 2-= -- CAST-IN-PLACE CONCRETE 4. U.NATE[, .NEER LUAIBER (LVL): -ULTIMATE WIND SPEED = 175 MPH, 3 SEC GUST, EXPOSURE C Cd ifu *...,lorÂ·ropâ€¢,-rnÂ»Â·â€¢11-i ..6 ..C ..,h- I. PROVIDE .....S AND ... AS ,~MID. 8 4 2 -Z 1. CODES A.0 STANDARD& ......... PRO'.tgoNS OF â„¢E ./.ST ....S OF: ..d .= ..Ch,01" o. la 318 ./,G CODE RE..... FOR REINFORCED ...r :.21-'TANxil:f:;A2*LZ,:'t,w~,6,7=A PAarK; C,9 .ICROL,A, BY ALTITUDE CORRECTION FACTOR-0.81 (Ibz Â»INO pes-URE') - 0.1~ im 1--*m-0-40} .= -1-t b. A.al 301 -VECIFICAâ„¢Â»,S KÂ»1 ST'KTURAL CONCRET a-Joi,i/*(EA~Iled] .Sed .,6Â¢ ..1 c. AC, 306 MOT Â¥EAT,â‚¬R ..CRELICÂ· . (BDONG SFRESS)- .00 - W-WPPI,tellot.- n,d ,]60 Prfoot . I. 300 ....0 'locAnc. I. COLD ...ER co,ic~Â£1'Â»,6- E (â€¢COULUS ...ASTIC,70 - 1.900.000 IiI SEISMIC DESIGN CATEGORY-B FV (40/1. 91â‚¬*R STRESS)- 28/ PS '001.1â€ž0.1 . I. 300 ...... PRACTU FUR Cl-NG CCÂ»,Call FC (CONPRESS,MUUM TO .-) .730 PS . - . RESSAâ‚¬ SmENCTH AT 28 DAYS. o. F<tÂ»Â©AX. LS AND FOOTÂ»IGS, ITâ„¢~ 9.ABS XXX PS 5. PARAUC- ... U.. M.1 (:008 â€¢6'011-â€¢/ b EXTER,Che SLABS: 4,000 P. .....E ......10 POSTS AS 'DICAID 2. ,-loa ......, . TRANSIT ./ DIALL CONFOI. TO ASâ„¢ {294 . Pa. FRA,ING (PAU.L- BY TRUp,OST CR EQUIVALEN*) TD ./T THE ........ILE SmESS -8.Ra J 1/1/or.* 1. 1. Per..0. 4 ...../.T CONTENT FOR 3000 P. CON.I. I. /7 POLI~DS PEN[ CUBIC YARD CRTE#el W.5./.0- 3 -. 1 CEWENT 00â€¢TENT FOR 4000 P. CONCRETE IS 504 poll.... cUBIC YARD . (BOKÂ»KG STRESS) = 2000 K emum #b-d 1 tdooNâ€¢M I /â€¢008/.4â€¢16 0...... ACCREGATE IZE SIALL BE 3/4 FV (HORIZ SNEAN STRESS) - 290 PS .-8 .- 7. SLUÂ»/: 3- TO 5- f (lor.ous OF nasnorn - 2.005.000 P. .28 52 I AR .mA-ENT OF 4 TO 0% er vouall Do NOT ADD AIR EN--< TURES .....OR SLABS - GRADE. FC (CONPR. ON .PENDICULAR To -AN) - 750 PS INSTALLATION REQUIREMENTS FOR GYPSUM WALLBOARD WeodstiucÂ·.~IP,n,h . 100 le./1...., 9. NO 01.01/DE OR OTHER UNAU-Om.0 */RES I.â€¢LL BE UUD 0. PREF........00 1-.KISTS (RFP, 407 INTERIOR WALL SHEATHING U . 0.- Stluclurw~ibrte,r#. 1/ PLACE NO CONCRETE -EN AM.MT ..RATURE IS 8E1.OW 40... '*..IT OR WORE DIAN 90 DEOREES rÂ®*/8id FAMREMHâ‚¬,1 UNLESS PLACÂ£~ENT PROCEI. IE 6 I CONPUANCE Â¥. A. 305 ./ A. 308 7 BiEST/~15*4=5==6:a.-I.,0.-.-0 04 It & ....1 1/rk.r....Â·..) 11. COMPLY V. ACI COOES AND PLACE CONCIE- / A CONTIUOUS OPEMATION .114/ PLA,RIED JOINTS OR SECnONS alp G0, -4* 3*de.Ild DO ~IOT VENINT COLD .1Â¤NTS To OCCURL PA"TICÂ»,s. CA,r ST-S, aUCXS NALE,14 a.0/014 1""44 GR/'"/4 ST~PPING #40 SlunLAR 'EMBERS. PRO"E 1 0 Gypium shall be o minimum ot %~ thlcknoss. 12Â· -OUT: -E-=. *- SH-K. WnÂ¢ I.- COWP~.. Sâ„¢ENGâ„¢ OF 7000 PS A. 20 DAYS AS 'ANUFACTURED Err I. .... Or SZES AND SH......ATED. gtâ€¢OE. ...-f-~ 5./ 0.. AS .1/XD e. I.PA .............held) 5TAR PRODUCTS, IC. CR APPRO,ED E./VALENT . ROOF. FLOOR ....-.... APA RATED OR ADVANTECH ....... THICK.ESS AS .....IAN 1 0 Moximurn wall stud *pacIng sholl be 16- 6,â€¢mun. Will- Â·d .mole/ ld â‚¬mien .../1/ field 2.12822!1~01=011'= Milm!--AR. RAâ„¢G . REQURED . SUIT SUPPCAT Â¥'AC,I . AID. ErOSURE DURABUTY 1. â„¢REE SPAN WI,mUL 1 * All panels to be fostened /t 7-Inches on center edge, EM *b-0 . . t-TI. 1111 . FA5[ENDIS AND ANDIORS: FU-SM ITE.5 OF ROUGH HARD'.il ~ETAL ..â‚¬CTOR. I.TS, ETC., RE.... TO 1 10~ O.C. Fleld. Alternative fosteners hclude 1 le No. 6 bpe 44 2 i . . CRE. FOMWS D-1 IE CLEAN ~NO FREr FROW DE-i I FORMS ARÂ£ COATED m A RE1Â£*52 AOENT. THE RE.Â£*2 COWPLETE 11â‚¬ -RK. ./TI NUTS AND 'LASMERS SHALL .E HOT DPPED ELECIRO GALVAIZED STEEL FAS/.RS ./ ~1,04- ae,fd ~U.,wn, AGENT SIALL BE COLORLESS I.- oll -CH SHAu ~or STAN CONC~TE OR ABS- nS,ImE I -40* NAnÂ»AL /0,10Â»,G OF ANCHCM I CONTA. /TH PRESS.,RE TNEATED U.-ER SIALL BE STANLESS STEEL OR STEn HOT DIP GALV-& . IS or W dry,voll screws: 5d cooler noils. 0,086~ diameter, 1 C,1. 0.-183 SIMPSON STRONG-nE CONâ€¢ECTORS S,<ALL CONFORM 70 ~A,UFAC,1.nE*'9 COAâ„¢,0 RECO-,DDAY,O),1 1 5/8~ long, 15/64- heed; or gypsum board nols, 0.0915~ 4.4.2 0 M.râ€¢r ,/ SOAK ** .RFACE OF UNTREAED FOF-WORK 'TH -TER ... UEE. 10 Suan.00, GLLE: ./ An,-01. I.TERPROCF OF Â¥,ATEN 2,1.-1 0,2. Ii' cul nvE. CARTR/l ut..m 1'â€¢1(ror *i .1ga . 00 NOT 0......TE ..../ s ..c. 1 diameter, 1 7/8~ long. 9/32- head. Foeter-ri shall be Pe, ...01/ 11Â· WOCO PRE...1. (PRESSJRE â„¢EAnâ‚¬NT> A-A TREA.011 ACO USNG ./mR 8<-[ PRESENVAI. I. aâ€¢,0 '7. OBTAIN APPRO,AL .JORE FRA-,G ..... smuCMUL ./80/ mÂ«~~ A~ NOT MDICAID ON DRAINGS PERCDIT RET-AGE | spaced not less thon 3/8 Inch from edges and ends of Wood Wu,1.-1 -4 1/ CCÂ»(â„¢ACTOR I ICÂ»,SIRE FOR ALL FORW DE#ACNG -2~10.IDITS. E,=un~ 1 9/lum boord or sides of studs. 1.-les .0 - I .../... . DO NOT RE~l{M ./5 - BU,CING tÂ»,T~ ......... 'ENT .....TO CARRY ITS ./ ./.HT AND L SET Sâ„¢U=TURAL Â£-m.. IÂ® .... . c~mECT .... 1 â€¢ Four-foot-wide pieces of aheathing shall be c,ppl|ed 0 201 - LOADS. 1Dd - 1 6....4 2 MAKE PROWS,/*S FOR ENECTON LOADS. AlÂ«) F) 9,/FICENT TD'HORARY /ACE / WAINTAIN STRUCTURE SAFL ~ porollel or perpendiculor to studs. Two-foot-wide pieces aholl 20. ......SE NOnED, CENTER Â»U FOU,OATION PIERS /10 FOO-TINGS ON Cowk,N CEM~Uâ‚¬S PU.Am, AND I â„¢UE AUC~~lail 1Â»4. CO-EnON . DEâ„¢]1 AND ~STAUAnON OF FERMANENT BRAC- A 0,0.-...,6.-hi. CONCRETE REINFORCING 1 PL// HO'Ze/Â£'/3//EM. 'Ey- "E UP. I biopplied perpendicular to the itude r..iÂ·.Â· i.. 1. RE'IMING STEIL DIALL . ASâ„¢ A.415, 00 KI 'IMELD M./ DEFOI. I) s./L ./5 PER AST. 30& . CONS-UCT LO~D ....IINC ..0 CURB ./.IRS ~ULL LENGâ„¢ ..~.ll lilli 1 * End joints of adÂ»cent courses of g*sum boord sholl not 11.1./1.1.0 I. ./ 0.1 4.01 2. an.DED STEn -E r.laC DIALL BE AST lie& LAP A 'IMIWLÂ»,1 OF ONE lIE91, 5. ..1Â£ ID.BS AT (PENNGS .â‚¬,1 24 INCHES .CE ./. SHORT STUDS ./. AND UNOER OPENING TO SU I occur over thi Bame stud. I CHAIRS .. SPACERS -ALL SE P,ACED TO ADEQUATIV SUPPORT ......0.,RwÂ¢ .ACE..7. F........ALS m.jol SPACâ€¢4 AS ~000 OR OTHER UNSUITABLE .... g,ALL NOT ..ED To supp.' .IFORING. SET -E IMES SO .~S ARE DIEMED ...T DOUDLI OST ...DERS AT FLOOR ./ .ING OPEN.05 /0 UNG. WALL STLÂ© PAR/nONS THAT ARE INTD CotCRE~ -IERÂ£ CONCMET[ â€¢~.L aE El~'0Â£ PAULLE. TO FLOOR JOISTS~ FRA).AE ./.LY INTÂ© JOISTS ~at,: .*fudl,bl-*8dF.-*Col-~~lo,A~â€žÂ¢ 4. CONCRETE CLEAR COM]t FOM RE]NFORCEME,r (,Â»USS 940*N CTâ„¢J I' 7....... FRNING IN EXCE. OF 8 FEET SPAN AT ID-SPAM AND ...... CN DRA..... SOL.~ 0. 80'ITCÂ»; OF FOOINGS ./08* ON QUOE: r BLOCKING OR BRIDGING AT [NOS .f .....5 D. F.1//ATION ~LLS .. ..... .ALL& I 0. PLACE FULL VID. CON~NUOUS SU ./.NOS ./. a..iLS ON ......5 .CU,DA=. LAP FL~9110 c. TOP AND @Ortow OF ElEVATU} SL'. 3/'4'. JOINT 4 INOES -1.I dll .ACES OF .....1-1/2-. ..IURE ROOF SIEAn-G ....ER ED. PENPEMOICUAR 10 FR-NG ME}~ERS AND VATH ENDS STAGGERED .0 Sle. ENDS O.m "I'ING. 1/ USE DIEAT)-lg al.PS BET,UN 9UTE BETMEN R[xy FRAWNG WE,â‚¬ERS ENGINEERING CERTIFICATION: 11+ PROâ€¢Â©E 9,1. En]GE alÂ©ClaNG E,Er,Â£4 9Â«Irs. 12 -ENE -UNGUE AND .00....00 I USED FULY ENGAGE TONGUE AND .Â«JO.â‚¬ EI)~~ INSTALLATION REQUIREMENTS FOR CONTINUOUS WOOD 11 5ECURE .. SHEATHING W. LONG DI,101504 PERPEMDICLAAR TO WALL STUDS~ -â„¢ ENDS .. 1 .ARD,0 A,0 ~ 1. NEW STRUCTURAL ELEMENTS, INCLUDING CONNECTIONS TO ~ STAÂ¢GENED STRUCTURAL PANa WALL SHEATHING ~ THE EXISnNG STRUCTURE. COMPLY Â¥ATH TME IRC REQUIREMENTS \ 1,1 5ECURE 9.0-FLOOR SHEATHING ~TH LONGER EDOE PERPENOCULAM TO FLOCI FOR NEW CONSTRUCTION, THIS INCLUDES. BUT IS NOT UMITED ~* _ FRAWING ANC -N END JOINTS STAGGERED AJÂ® SICT ENDS OVEN BEA-4 ATTACM *OR GLUE AND ~Â¥WALL ~ * For 18" o. c. stud spacing. ponets shall be minimum GRA~TY LOAD-CARRYING STRUCTURAL ELEMENTS AND THE . ......%.OF FLOOR: 1/4 INCH IN 10 FET ..... AMD 1/2 INCH I 30 FEET MA-LI~. â€¢ Poneis up to ** shall be ottached with Ed common TO. SNOW AND NND LOADS, i. TOLL*ANCES of 7/16~ thkkness (plywood or OSE;), apon roted 12/0, 2. ALTERAnONS DO NOT REDUCE THE CAPACITY OF EXISTING . FRA,ING # RS: 1/4 INal FROW mut posnoN. wâ€¢all,~ 18/0 or 20/0. ~ LATERAL RESISTANCE OF â„¢E BUILDING {S NOT LESSENED. ~ ALL POS. A,0 cOU,INS ....E ll .AWS g,ALL BE,wl 'InNuoum-Y To ........nONS .......00/g Â»1 FLOOR ./ ROOF .ACES. 0LOC-0 DIALL BE OF nâ‚¬ SUE AND *APE 10 CARRY DE REQUIRED nalle spoced 6- on edges (Me Sheor WIll Schedule) and ..... 12~ intermediate supports. Ponds greater thon 11- sholl 17. ALL ,0....Iâ€¢G PLA~ FOR S~D WAUS OR BEâ€¢11 BE-NG, DIALL SE ANCHORED TD DIE FOUM,ION .TW Wr QUAE,EN ANCHil BOLIt/ /'not-M_044 UNLESS NOU Onlt-SE. m 81 noili with the scrne spacing. (Tobie R602.3(1), 1RC) 19 ALL VK]OD I ..K I. CONCRETE SHALL BE ~RESIRVAI. PRESSURE TREAm). PIT * Wall corneY shall be fromed ond panel~ng ottoched per figure R602.10 4.4, IRC, L Emg* < . 1 4,3,/3. OWN OF ESTES PARK APPROVED St,neâ€žL (4&7 --int ~3,1- ~'--ate#Tzi- R :,1/ 1,3 n Official ope10100' 41 liI!:I '1:f 101 :100111,50 *908-698/Â£0Â£ LI508 'ved solsil 'ougÂ·~ Kouunoj [9Z LIODOE,vl~ LIOUEE/80 SITE10(1 2? soloN 1811110nllS UmoliS sv TRCIO,TmPEDNaal!~11}1 :idINDW LIODZ.ZÂ·01 L [OMS'*0 L IOLOE/90 aBSLUM H LIOUM/&1 LION 1/LO M)0'60 LI{Â£1Z/80 EOL I ON 1.JilfO --'â€¢' 4â€¢'ll./.H...u.1 ~Al.04>l.*U\VLZLQ) Received Date-r, 4 Town of Estes Park Q~~e Permit Number 84 075 4 2019 ~ Recei~ By /(7 1%3) 1 IRC Application / Building Permit L-,U....-.JA-Division of Building Safety 170 MacGregor Avenue P.O. Box 1200 Estes Park, CO 80517 Application Expires 91/4114 .6/ el General Information (970) 577-3726 â€¢ FAX (970) 586-0249 â€¢ www.estes.org SEE REVERSE SIDE BEFORE PROCEEDING Permit Expires Job Address: 2 61 Cniftnly LAMe Vacation Home?,~%No Â¤ Yes #Bedrooms Lot: __ Block: Subdivision: parcel #: 36262-2,8 -CxlÂ·4- Owner Name: Brrea OAc U,64 Phone: 30 3- 951- 905 4 Address: At, \ C-Â°05-Uur Lriv,Â« 55 93 EXPK CO 905 c 7 (Street) (City) (State) (Zip Code) BCL 201 5-5-5 1 I Contractor: 610 P 8,10<,nt<YERce 5(fulce..S Town License #: phone: 9 70 - FIT9 -3 77 1 Address: 61 5 3 L,-\Ace- (36.uer Or, 654â‚¬.5 ed.k : 6 C 0517 (Street) (City) [State) (Zip Code) Email Address (REQUIRED): (T\(* 814(44-9 Ocat secultl e..5Â¢3_50<C JIGGI'\A The Following Applies to New Work Only - Complete all that apply: Â¤ New Building O Alteration O Addition Master Plan# Building Use(sh ,M-Owner / Residence OB&8 O Short-term Rental - Less than 30 days. Existing use: Proposed use: ; # of New Dwellings: ; # of New Kitchens: Sewer: [] Estes Park Sanitation Â¤ Upper Thompson Sanitation m Private Septic- Requires Applicant to first go to the Health Department. Plumbing Involved: Alvo Â¤ Yes- State and Town Licenses Required Fixtures: Â¤ Add Â£ Relocate Â£ Replace O Demolish Water Service: O Existing Â£ New - #of Meters: . Meter Size: inches Electric Involved 12?610 Il Yes-State & Town License Required. State Permit and Inspection Required. Phase Volts Service: Il Existing O New: Il Overhead Il Underground; # of Meters: ; Meter Size: amps; Temp Meter: Â¤ No O Yes Type of Heat: Â¤ Gas Il Furnace Fuel Gas Involved: O No D Yes - Qualifications and System Sizing Required. Â£ Electric O Boiler Type: Â¤ Natural Gas O LPG # of Gas Appliances / Outlets: Building Height: # Floors Basement (sf) 1st Floor (sf) 2nd Floor (sf) Garage / Carport (sf) Porch w/ Roof Deck w/0 Roof Existing Grade Fin Fin Fin Attached (sf) (sf) 650 Ft #Bdrm Unfin Unfin Unfin Detached -r-c>i ta Job Description: Total Valuations (Labor & Materials, a ,2 fUL: cieck5 $ Cor*\34<1 Q: VIAU 5 6 ; c er 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 UNDERSTAND THAT I AM RESPONSIBLE FOR ANY FEES OR EXPENSES INCURRED FOR PLAN REVIEW, PERMITS, INSPECTIONS AND OTHER FEES ASSOCIATED WITH THIS APPLICATION. M Contractor Â¤ Owner Â¤ Ownefs Agent O Tenant Signature 1,#ce=-/ Date 2-),1-19 Print Name (v\,ckck. 94-v,Â·n.Â»*CY . Office Use Only Job Description: Dept. Approved Disapproved Fees 0,% 63 DECes Applicable Code(s): Registered VH Registered LVH? Public Works 23>16 ) 2.C_ .-- .-4 Water # Bedrooms/Occ. Load Floor Load: Elevation ft./Rqof Load/Pg Light & Power - 40 psf 1(965 f 4-1 psF Planning es.00 Variances: Building ,- A e X -* -lznl?r:94- Plan Review >* 0 339,30 869.52> Front Side Rear 'txr Setbacks i c County Tax af \ 15 10 15 Cert. of Occupancy Zoning Lot Size *404 38 E-- _ Total Hazards: W~IAâ‚¬e Fla~ liED 2*h- IE ICD B uildtrig~ - Tr/4 A-.=~ 3/2,2/77~19 i MAR O 5 2019 1 (53*0 80,1 U:\Building Division\Forms-Logs\IRC Application Pg 1.doc Revised 8/7/2018-KT |BY: ..... cat C DWELLINGS REGULATED BY THE 2015 INTERNATIONAL RESIDENTIAL CODE (IRC) USE THIS APPLICATION FOR ALL LEGALLY EXISTING AND NEW DWELLINGS WHEN ALL CONDITIONS OF ITEM 1 APPLY. NEW = SUBMITTALS FOR PERMIT APPLICATIONS RECEIVED ON OR AFTER JULY 01, 2017. CIRCLE ALL NUMBERS & LETTERS THAT APPLY. ITEM 1. DWELLINGS constructed / designed in compliance with the scoping provisions of the IRC. USE THIS FORM FOR DWELLINGS WHICH COMPLY WITH ALL THE FOLLOWING. IF NOT, USE THE IBC FORM. a. EXISTING AND NEW Dwellings must be one of the following: detached Single Family Dwelling (DSFD), one of two attached SFD's (duplex), or an attached Townhouse (three or more attached SFD's in which each unit extends from the foundation to the roof and with a yard or public way on not less than two sides). b. EXISTING AND NEW Dwellings must be a maximum of three stories. c. EXISTING AND NEW Dwellings must be located in non-mixed use buildings, excluding attached garages. DWELLINGS NOT USED AS VACATION HOMES OR LARGE VACATION HOMES DO NOT NEED TO COMPLY WITH ITEMS 2 AND 3 UNLESS THEY ARE USED AS SUCH IN THE FUTURE. IF A DWELLING WILL BE USED AS A VACATION HOME, IT MUST COMPLY WITH AT LEAST ONE CONDITION OF ITEM 2. IF A DWELLING WILL BE USED AS A LARGE VACATION HOME IT MUST COMPLY WITH ALL CONDITIONS OF ITEM 3. ITEM 2. VACATION HOMES = Dwellings rented to a group of less than 9 occupants for 30 days or less. USE THIS FORM FOR DWELLINGS USED AS VACATION HOMES WHICH COMPLY WITH AT LEAST ONE OF THE FOLLOWING. IF NOT, USE THE IBC FORM. a. EXISTING AND NEW Dwellings located where NEW LARGE VACATION HOMES ARE PROHIBITED. Currently applies to all dwellings in the following zone districts: RE-1, RE, E-1, E, R, R-1, R-2, RM. b. EXISTING AND NEW Dwellings with LESS than 2200 square feet of enclosed floor area, excluding garages, and with not more than 3 bedrooms. Applies in all zone districts. c. EXISTING dwellings with Vacation Home occupant loads of less than 9, and where a 2017 Vacation Home registration was applied for prior to April 01, 2017. Applies in all zone districts. d. NEW Dwellings constructed PERdevelopment plansapproved priorto July01, 2017 andthedesign is NOT revised to increase floor areas or increase the number of bedrooms beyond the approved development plans. Applies in all zone districts. ITEM 3. LARGE VACATION HOMES = Dwellings rented to a group of 9 or more occupants for 30 days or less (maximum occupant load based on 2 per bedroom + 2). USE THIS FORM FOR DWELLINGS USED AS LARGE VACATION HOMES WHICH COMPLY WITH ALL THE FOLLOWING. IF NOT, USE THE IBC FORM. a. EXISTING Dwellings where a 2017 Vacation Home registration was applied for prior to April 01, 2017. Applies in all zone districts. NO NEW LARGE VACATION HOMES REGULATED BY THE IRC ARE ALLOWED. b. EXISTING Dwellings NOT increasing the maximum allowable occupant load beyond the load approved with a pre-April 01, 2017 registration application. Applies in all zone districts. NOTE: DWELLINGS WHICH DO NOT COMPLY WITH THE ABOVE CONDITIONS, NOW OR IN THE FUTURE, SHALL BE REGULATED BY THE INTERNATIONAL BUILDING CODE, NOT THE INTERNATIONAL RESIDENTIAL CODE. Signature Date Print Name 8-N015 MCNIFF DECK SITE PLAN ~ FEB 1 4 2019 ~ LEGAL DESCRIPTION (TAKEN FROM LARIMER COUNTY TAX ASSESSOR INFORMATION) LOT 44, FIRST RESUBDiVISION OF 8UENNA VISTA TERRACE POSTED ADDRESS: 261 COURTNEY LANE, ESTES PARK, CO 80517 26 \ Cour-knlin 1. THIS SITE PLAN IS REPRESENTATIONAL ONLY AND SHOULD NOT BE RELIED SURVEYOR'S NOTES: LOT 46 LOT 45 2. THE PLAT OF THE FIRST RESUBDIVISION OF BUENNA VISTA TERRACE, DATED UPON AS A BOUNDARY SURVEY NOR A LAND SURVEY PLAT. BUENA VISTA TERRACE FOUND ALUMINUM IMPROVEMENT SURVEY OF LOTS 45, 46, 47 AND 48 OF FIRST RESUBDIVISiON OF DECEMBER 12, 1946 (BOOK 6 PAGE 7, RECEPTION NO. 574171). AN 102 PU 29415 BUENA VISTA TERRACE BUENIA VISTA TERRACE BY ENGLAND SURVEYING, DATED FEBRUARY 4, 2004 /// 1 (RECEPTION NO. 2004-0094796), AND QUIT CLAIM DEED AT BOOK 826 PAGE 367 i \ WERE THE ONLY SOURCES USED FOR BOUNDARY AND EASEMENT RESEARCH. FOUND ALUMINUM 2%~ / 3 3. THE BASIS OF BEARINGS IS AN ASSUMED BEARING OF S82 30'OOE ALONG $8704'4671 89.43 CAP PUS 29415 ~ , FOUND ALUMINUM ~ \ PIPE AND EAST END BY AN ALUMINUM CAP STAMPED PLS 29415, AS SHOWN OD j / THE SOUTH LOT LINE OF LOT 45 MONUMENTED ON THE WEST END BY A 1" O.D. ,/ CAP PLS 22111---Â«-p~ 'D LOT 48 (S82'35'0074 4.5 '' 5841232_-luâ‚¬L---1- -- SEE NOTE #7- ~ r,1 HEREON. 4. THIS LOT IS ZONED E (ESTATE). THE PRESCRIBED BUILDING SETBACKS S83-55'26"W 4.29 - 5 ; FOR THIS ZONING ARE 15' ALONG THE FRONT (ROAD) PROPERTY LINE. 10' ALONG ~-.(982Â·350~~13'b_-j-N?,1--------- -2-- 5. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATION THE SIDE PROPERTY LINES, AND 15' ALONG THE REAR PROPERTY LINE. BUENA VISTA TERRACE , --- FOUND r-- OF ALL UTILITIES PRIOR TO EXCAVATION AND MAINTAIN THEM IF AT ALL POSSIBLE BAWS Â°Fl BEAR.'~~---FOUND ALUMINUM 6. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN ALL EXISTING c ----- ------ --- 15 OD PIPE PLATTED CAP PLS 29415 PROPERTY CORNERS. 552Â·30'00 E 55.43 - (S8230'E 57.0') 7. THE RIGHT-OF-WAY ON THE NORTH SIDE OF THIS PROPERTY IS SHOWN -/ 03 , FROM THE FOUND 1 " OD PIPE, 15' TO THE NORTH. ON THE ENGLAND -----1 IMPROVEMENT SURVEY (DATED 2004. SEE NOTE #2), IT IS SHOWN SEPARATE 7 --* i *fif ts' 1 FROM AND NORTH OF THE SAME PIPE. THIS DISCREPANCY DOES NOTE IMPACT i NOR RELATE TO THE EASTERN SIDE BUILDING SETBACK FOR THE DECK. 44*91* E 1 LOT 51 447,/ ;,+ r- 4,2 ~ 15 0' FRONT L AND REAR 42/ BUILDING BUENA VISTA TERRACE SETBACK PROPOSED , / 'ill r-SECOND-STORY-1 1 :/ / WOOD DECK \ q ./ 1 LEQUUl 1 1 4 7 / 1 --, 1 2/ i \ --3 .0' UTILITY POLE 1/ ./ , 2--/- > \ / EXISTING 1 1 10' BUILDING SETBACK [Q ELECTRIC PEDESTAL le 10.0' SIDE ~ TWO-STOI~~,~D-FRAME ------ 12.5' ' BUILDING SETBACKS , 0 OVERHEAD UTILITY LINE \ ~ PROPOSED DECK STAIRS- Z r 713 9 V FENCE -1 \ 1 ; 10.0' UTILITLY EXISTING --- - - EASEMENT 1 SECOND-STORY RIGHT-OF-WAY M -1----- ..3 .. \ M \ WOOD DECKLX -/ 22 CENTERUNE (SEE NOTE #) \9-T ----'.---- \ 47 584Â· 12'00~E 28.21 ---------- EASEMENT 1 ; C -------- BUILDING SETBACKS : E: LOT 44 ~ i wa , ' O FOUND MONUMENTATION - (984Â·12'E 29.01) ' i TERRACE / 1 \ \ BUENA VISTA P / -/ 1 \ t f ,/ 9\6 3 1 , (b. \#\4. 43 44/'te.44& J)% 1 * i EM~ 1 : ~ NOTE. THIS PROPERTY CORNER WAS M .\ e .9. . .Il... - ' SEARCHED FOR AND NOT FOUND. THE M 1 LINE AS DRAWN [S FROM THE BEARING O 0:9 SHOWN ON THE 1946 SUBDIVISION PLAT e U , 0 OF RECORD. (SEE NOTE #2) U Â¢21 00 17.5 LOT 19 = g 1 579Â·55'00Â¥ 50.16 - - LOT 43 O C\26 BUENAVISTATERRACE 30.0' d PLATTED R-O-W 4 42- . 4 2 , 4 BUENA VISTA FOUND BENT ----- v 12 5' #4 REBAR --- N s C TERRACE 4 (S79Â·55'E 101.19') 2 d G LOT 25 e g \ 0 .---242 CUL/JPS DRAWN BY BUENA VISTA TERRACE \ CHECKED BY \\OptÂ« 1%=20 SCALE: 1- = 20 LAS SCALE f?73 0 20 40 60 06-01-1 DATE SHE- 1 OF PROPERTY OWNER: BRIAN J MCNIFF REVOCABLE TRUST 1 437 JACKSON STREET LAFAYETTE, CO 80026 PROJ. NO. 2017-03- lA NOISI/\323 31Â¥0 Sdr 23[3ICOn >1030 03SOcIOUc 61/1 1/2: SNIhianS WONÂ¥ 1217.9-~29 _ _.n i03rO~Id LEGAL DESCRIPTION DESIGN LOAD CRITERIA LOT 44. 1ST RESUB OF BUENNA VISTA TERR, ESTES PARK (GROUND SNOW LOAD .HrERPO,l ATED FOR ELEvA~ON 7685 FT. 07 PSF ,-6*6 HF COi UMN TO PARCEL # 3525228044 ---4-- f .TIMATEWINDLOAot.IM-> Iiâ€¢5 ,,044 ....00< 4 N9TES: DECK Oâ‚¬at) L{}AD= 10 PSF ~ <2>2*8 RIM JOIST-,~~ iwK;ER-,~ BEE);*Ngl. ST HUC210 2 EACH END 8*6 HF COLUMN TO- . Â· 10 1- ALLDECK JOISTS 'OBE.HE.IR@ t./C UNLESSOTHERWISE EACH END h SPECIFIED DECK SNOW LOAD = NTERPOLATED GROUND 9NOW LOAD 33e 8 \\ - AZ)2%108EAM. /V 2Â· ArrACH RIM JOIT TO EXISTING BUILDING WITH. ROWS LEDGERLOK O SOi'BEARINGCAPACITY-4.00(}PSF -r - - e.r .4 - LI DECOMPOSED AND F~C~n,REDG~Na 8601,OCK / 1 17 OC (WHERE APPLICABLE) (0 ----- 'E 1 ALL CONSTRUCTION TO CONFORM TO TOW4 Of ESTES BEAM ---** 9. 3- ALL S TRUCTURA. BACKFILL MUST BE COMPACTED T. 95% STANDARD PARK STANOAR- AND CURRENT INTERNATIONAL PROCTOR RESIOENTIAL CODE AND ALL Oâ„¢ER APPLICABLE cODESÂ· + ALL GON{:RITE DESÂ·GN JS BASED UPON FILDING CODE 20 j5 lec , rew Vt | * Aa,~DROPPED--- - 2...OC-1 REQUIR-ENTS â€¢OR REINFORCEDCONC~T~ (ACI 3Â»14> 5Â· CONCRF * SPECIFIAT IONSÂ· Fc = 4.1(] psI @ 28 DAYS WITH 6% AIR (0 1 4 1111 3 \ 1 m -Ia 6, ALL WOOD TO BE #2 HEM-FIR OR BETTER UNLESS OTHERWISE STATED ---- - - -- ' ~ - r 3.5Â·*12" EXTER]OR + / 2*8 LEDGER W (2} ~ RATED GLULAM BEAM N ~ 2 / RAIED GLULAM BEAM ,-3.5 HZ EXTERIOR 7- ALL MANGERS AND CONNECTORS SPECIFIED TOBE ASTALLED PER ~ LEDIA LIMe @ 17 C) C (24FÂ·1 I WES FERN ~Â·- / (24F-1.8E WESTERN ~-00â€žBLE MBEAMN MANUFACTURERS INSTRUCTIONS LUS21/2 EACH END SPECIES) N I SPECIES) 6- CONTRACTOR TO USE DECKORAIL RAJLING. INSTAL PER ~ I : I MANUFACTURERS INSTRUCTIONS 1 1 - 9 B SOUTHANDEASTOECKISFREESTANDING I 1 9 10 ALL DECK POSTS TO BE 6Xe UNLESS OT}+ERMSE STATED ON /"NS | f ~ 13'-64 11- INSTAh ZX. DIAGONAL BRACES Ar ALL COLUMN-TO-BEAM ~ ~ CONNECTIONS DIAGONAL 8RACES TO BE F'LACED AT 45' AND 3-4 FEET LONG AS SPACE ALLOWS 12- INSTAL. 2*8 DIAGONAL BRACES FROM COLUMN 10 JO~S I' M AL EXTENT OF CMU----1-1 ~ ~ ~ FOUNDATION B*CES TO BE PLACED AT 45Â· AND 3-4 FEET LONG AS SPACEÂ£ ALLOWS ESTIMATED LOCAION OF- 1 | EXISING POSTS "I 13Â· CONTRACTOR TO USE PRESSURE-PRESERVATNE â„¢EATED LUMBER WHERE MEMBERS WILL BE IN CONTACT WITH THE GROM' 1 | r-SIMPSON LIC STRINGER \ 14Â· WHERE COLUMNS BEAR ON BEDROCK. C.ONTRACTCR MUS r CHISEL j ATTACHMENT E,CH STAR bsm- U , I.T .EARING 'REA FOR COLUMN M/#ty.%5&%/<. / STRINGER 22 \ 1-/2--31 - 8-10Â· --4-- M, PIER VATH 28'kâ€¢28- FOOTING I ----EXISTING 20Â·*20Â· CONCRETE i -LUS21/2 Stisly. 3.1/1 1 (3) 2,12 64.M-, 4 2) 2x12 DROPBEAM .10 JOISTS * CENTER TO CENTER POST SPACING ATTACH 2*10 LEDGERTOJ - - 1...EL)72-24 --LCAP ANCHORNARBON),FOC Â· -2*10@le-OC- 6' (Ut REDHEADDYNABILT ~ EACHEND -5/rieÂ«â€¢19Â§,PICKETr--1'/1 *17"RK ~ gl [-I ...1 - -- -. -1-~f -U~E 8*. f ~ f EXISTING CMU Whi- [1=11 1 .â‚¬ 2.-8- 1 {2) M BEAMÂ·Â·Â·- ] 1 J I "14 , 1 5. 4 - 0 4 5.1(18Â« EXTERIOR 1 // RATED GLULAM BEAM ~L LUSE M (241-1 8EE WESTERN A, COLUMN SPECIES) DROPPED 'i --ti> 4 BEAM * L- CSQ POST BASE COVER (2 PCS] Les,5 -1///u .AÂ»0 STAIRS, EST 15 STEPS. -' SEE SECTION C-C FOR 1- .,, Â·Â·-â€¢Â· TIP DETAILS i DECK RAILING FRONT VIEW (TYP) 3 M. I SCALE 12/=t ALL- UTeUCTUUAL- Re.4132Â£'5 To ZE \-CONCRETE LANDING TY.EmÂ·ED o K DECAY VESST-AILT DECK REPLACEMENT PLAN SCALE 1/4 -1-0- DECKORAIL RAILING - - -t - - INSTALL PER ,-EX}ST~NG HOUSE MANUFACTURERS 1 INSTRUCTIONS g .8,$.G HOUSE ...I-â€ž *Ii.-%-3-~ UAN~:-*: 1 6 INSTRUCTIONS ~ 1 EXISTING HOUSE N BLOCKING AT- ' m 1X COMPOSITE . OVER+WIGING \ . \ r BLOCKING AT DECKING 1X COMPOSHE â€¢ / OVERHANG}NG JOSTS EXISTING JOIST-I / JOISTS F BLOCKING AT \ 4- 36 H,/4/Mt IICI<ING - ex#SYING RJMJOIST-7 / OVERHANGJOISTS 1, ~ . Â· 81 ~ f iÂ« . 0 p Ik_p)â„¢lomM~U & j . ,<AI 34 "5(rYPEACHJOIST) f' ,+-.- ) /1 #--:.NGER EACH Ve COMPOS:TE 61 1 \ zx,ORIMBEAM % LESS 1.... DIA 4 1 2*/JOIST__/ 1 -hm ar x n.n X END- *6 84 5 495/AD ,42,5 (TYP EACH JOIST) + -Â·-W- I / 2(10 JOIST~-I Uk VICOMPOSITE . COMPOS!1En r{2);~THRU 80LTS ~ EXISTING GRADE 1 10 I. RUN \. 84 Ul \ FABOA (2)2*12 DROPOE,A' S 11 IA / ,/ @ 1.oc END (TYP) @11-OC " Â£' - #+. LLUS HANGER EACH ' 1 21 7/ DECKING ' ; Am 1 -Ill p 1 LK . 1 1 -5.5/1/ GLULAM \--39x12.-GLUâ€¢.AM il kfâ€ž~,/ R W/(2Â» . . 01[SC ./ . 1/ COMIDSITE DECKING BRACING EACH COLUMN. \ 5-\ 2, : A~- *47.RUBOLTS ATTACH WITH 2 BRACING EACH COLUMN, 1 , LUS#WIGER- --~ INSTALL DIAGONAL .0/ I 4 -'f >tz;F~~~ueOlTS ATTACH WITH 2 th, 1 EDGER: OKS EACH F'410 Ni~: \- INSTAL-~ PC6Z POST CAP 2*OJOISTSÂ®le / ./ EX 24-204 'TOE L 0 + 00Â¥P LEDGERLOKS EAC~+ END O C (SEE NOTE 13) 8*8 POST--C : 1 ,1 Vs 2669.SE-- ~' . ' ---1 14) 2Xtl / OPEN RISER' AetÂ·'88/;~~~75: --*-**I- 8*8 PosT j 21 --ABU.6 POST BASE ./ ABU. POST BASE . )* (TYP) FINISHED GRADE -<. --1 / 1 .-AB/66 POST BASE W' -r*~ W POST Wii'Xitr 1 1 1. 1 6 STRiNGERS '- 7-1- -1-3/4Â·MAX.SE LESS THAN 'Â· 1 . FINISHED L_ -~~ **13-JEÂ£LT FINISHED & t X 10 J BOLT 1.10Â· J 80" L ~4- . 7. dilml . GRADE k-* Frd 4Â» CONCRETE GRADE -lift -7 1 ..JI i mz .. 1 (3) #4 REBAR 2 -e--r 1 j f k LANDING - -Â· Â· Â· --6293Â· 'Â· 1 UNDISTURBED SOIL -- -Â«:22* 2 : t.Â· I 'Â·Â·â‚¬Â·.2 2. r 1 ; Ill 0. 11 ~11 12*/CAISSON -:~i 2.0).RE'I EXISTING MER - 1 SECTION C-C' EX!STING PIER - â€¢ UNDISTURBED SDI - UNDISrURBEDSOIL---- ..wf'22 DECK SECTION _ rej OWN OF ESTES PARK STEP DETAIL __ (Wh 4432*~ SCALE 1/7 = 1 SCAL.E UP= r APPROVED SECTION A-A SECTION B-B' DECK SECTJON <Ah DECK SECT/ON /B) B.'114PQ;R.REnent , SCALE f.7 = f Michael - -- --- cz-1.11,=i.-ater- SckÂ¥ lir = V 9.,Â·-â€¢,"Â· 1, f.74 /4.+9*77- Todd, P.E. â€¢Mt f UVE. DA. 1/EVISION I I pnOJECTnTLE: CZ SUITE 200 Lor 39713 :re:- 2019.02.01 ~11Â· Call beforeyoudig. - : : ESTES PARK CO 80517 .#0 - ESTESPARK C080517 Knowwhar. below. ' | ; ' 261 COURTNEYLANE 1692 BIG THOMPSON AVE %52: 4- PH (970}50,2458 ' A./ FAX: (970}588-2459 ~ 09:13:44 "40/1, WN,30" 9/P 2U 3-BUSINESS DAYS IN ADVANCE BEFORE YOU i DECK REPLACEMENT DIG. GRADE,OREXCAVATEFOR,HEMARKINGOF - ' CORNERSTONE -07'00' UNDERGROUND MEMBER UTIU-DES DESIC.MI- -EM-.D .1/ -!gL- - NO SHEET Srtri Cl.ENT 4 C. n. i ~AvE .,4/ INC 8#BY K. DATE NOV 2018 4~4 010 1 1 BRiA;N MCNIFF 2010 CORNERSTONE ENGINEERING & SURVEYING. INC CHECK608Â¥ ./.__ SC~r /5./WI COPYRIGH'-ALLRfelrnESERVED