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HomeMy WebLinkAboutPERMIT 2221 Arapaho Rd Single Family Dwelling 1995-08-21BUILDING ADDRESS Legal Description Lor TOWN OF ESTES PARK Building Department ' tote, CZ, 4 /tog PA if o' /1147.../2. O • NAME • MAILING ADDRESS R PHONE NUMBER o P A 0-1/4 iv 4- Fi E 4 45 - 2?, ef(/ E.. co (770 ) 33 0 • NAME 4)I.6 "" • ADDRESS E PHONE NUMBER E C NAME 0 N E T ADDRESS • FL TOWN LICENSE NO. re 05 17 Valuation Building Permit & Plan Review Other 572 5 c15 Certificate of Occupancy Total 37. 3 8 TOWN LICENSE NO, A ries igneryngineer Name PC L U N MT B. R. NAME ADDRESS TOWN LICENSE NO. Type of Construction I FR, II FR, II 1-11r., Phone Number ZONING INFORMATION N, tll 1-Hr., 111 N, IV HT, V 1-Hr, occupancy Group A, B, E, F, H 1, M,(„ U Rear Yard Setback DIviiron 1, 2, 2.1 4, 5, 6, 7 oning District Front Yard Setback BUREAU OF THE CENSUS ITEM # Side Yard Setback New Alteration Addition Use of Building Floor Area CLASS OF WORK Demolish Repair Remove ral 4e-rAc Basement � st goal 2nd Garageif., Size of Building sr THS- , Maximum Occupancy Numberof hs Number of Floors / Full No. Bedroo Us'a of Buildings Now on Lot Certificate of Occupancy Number Height Number of Families CW 47. Size of Lots Number of Buildings Now on Lot FLOOD PLAIN CHECK Approved 6...," Disapproved Comments Flood Zone: By Date lap 6 hereby acknowledge that I have read th's application and state that. the above Is correct and agree to comply witI - Town �tdinancoa and State Lawa, r ulating bdih Oonstruction dnIng. Permittee By Building' Inspector The Building Department will make every effort to prevent errors in your application and perrnit, but cannot be responsible for your failure to comply with all Building, Zoning and other applicable codes. WATER DEPARTMENT CONNECT FEE. Fixtures _.......___ Date of Service Plumbers Received of .. Sum of $ _.........._.. FOR; Tap Fee............_... Water Rights Tapping Materials Meter -Re d/Out Labor FiVing Fee Other._......_......._. MUST BEN SERVICE BY1Z/9(c Date TOWN OF ESTES PARK CONTRACTOR/S Applicant Name: Business Name: flailing Address: Phone Number: Address of Project: Type of Project: I : CONTRACTOR BUSINESS LICENSE AFFIDAVIT 11-9E Below, and on reverse side, list all contractors/subcontractors, who perform work/services for the above project, providingbusiness name, contact name, complet, address, and current Town of Estes Park Business License Number, if known. Business Name Contact Name Complete Address Bus. 1/2,o1 4„ , AAA-2,444J Z.:4,4o,„4,2144, 2 /1o' ' ror °2"4,,ocoo,or21 „4,24o2o,/„„o,'„o2O' 7,-„,22.o.2.422 .2o, or .„.co poopixo ,52,44,2.4 r°2(2,2tio;o2 (r, Joo, Jor,o 122,25/ .7.22gorlf, / 02) „ ,A4roor/s/cow Jr c .2,44,42 /22 I certify that this Affidavit represents a complete list of contractors/ subcontracto that provided work/services on the project described above, and I understand that Fin Inspection or Certificate of Occupancy -will not be issued until all contractor subcontractors listed above have acqui a,current Town of Estes Park Business Licens Applicant's Signature: Date: WHEN COMPLETE RETURN TO: TOWN CLERK'S OFT7Tr77, TOWN OF ESTES PARK, P.O. BOX 1200, ESTES PARK, CO 80517 Initialed by: Town Clerk.: ---!;Zo Date: 34loo6 Building Official:,--- Date CONTRACTOR/SUBCONTRACTOR BUSINESS LICENSE AFFIDAVIT , ( /4 / -, Applicant Name: 4 / i / / ,- „,--,/,2: 7 .....4..s..2.1.-L,_, , 2 , 11-95 Business Name: Address: Phone Number: Address of Project: Type of Project: /' ,f1,44 Below, and on reverse side, list all contractors/subcontractors, who performe work/services for the above project, providing business name, contact name, compler, address, and current Town of Estes Park Business License Number, if known_ us nese Name Contact Naxos Complete Address Bus. f/q41/(,,, )) i I certify that this Affidavit represents a complete list of contractors/ subcontracts that provided work/services on the project described above, and I understand that Fin Inspection or Certificate dof Occupancy will not be issued until all contractor subcontractors listed above\have acquired a current Town of Estes Park Business Licens Applicant's Signature: \ ' WHEN COMPLETE RETURN TO: TOWN CLERK'S OFFICE, TOWN OF ESTES PARK, P.O. BOX 1200, ESTES PARK, CO 80517 Initialed by: Town Clerk: Date: 3 v( Building Official: Date 2-27 ( .01 BASEMERT UNFINISHED . BASEMENT FINISHED . DWELLINGS: AVERAGE V MASONRY. . AVERAGE V GARAGE: , rl,e WOOD FRAME MASONRY. . OPEN CARPORTS. PATIOS OR PORCHES WOOD FRA * 6 VALUATION SCHEDJL I 44 6 * * YI * 6 * 6 111, 6, 4 4 4 6 4 6 * * • IV • 6 OPEN PATIOS OR PORCHES ROOFED. . . OTHER Ffrr. ,•< ,c, -7= OTHER d ••=i 73 / ToTh L F ice F E Fr 1. /4 7 SQ. FT. @ SQ. FT. @/4/• SQ. Fl SQ. FT. @Sq'(/= ' SQ. FT. @ e7,' SQ. FT. @ / SQ . FT. @ 0.7 7= SQ. FT. @ 0,00.7 A. Fl. 1--7 / TOTAL VALUE. Lf -7 c/ 7 <7 a RESID Desiqrx information PLAN CO IONS ON LIST Frost line 30 inches below grade; wind speed 90 MPH; 40 lb. live load on roofs; 60 lb. live load on balconies; 40 lb. live load for residential floor systems. Approved Numbers or Addresses Be provided for all new buildings in such a position as to be, plainly visible and legible from the street or road fronting the property. Section 513 UBC. General 1. Submit fully dimensioned plot plan. 2. Give name of firm/person responsible for plans. Foundations 3. Provide footing with a minimum depth below finish natural grade of 30 inches. Table No. 29-A UBC. JOB. ADDRESS 't7/4 i-f '44itT 4. Specify garage foundations to meet requirements as for a one-story building. Bolt foundation plates and sills to the foundation with bolts spaced not more 4'0" apart. Embed bolts at least 7" in concrete or reinforced masonry (use 1/2" x 10" sill bolts- Este-s Park is in a 90 MPH wind speed area). Section 2907 (F) UBC. -7 6. Plates, sills and sleepers which rest on concrete or masonry shall be treated wood or No. 2 foundation redwood or better. Section 2516 (c) UBC. 7. The minimum thickness of concrete floor slabs supported directly on the ground shall not be less than 3 1/2 inches. Section 2623 UBC. Damp proof foundation walls enclosing a basement below finished grade. Section 1708 (d) UBC. NG Provide wood species and grade for all lumber, plywood, particle board, glued -laminated, timber, and provide manufactured joist -truss information. Section 2505 UBC. E: 10. Provide a structural section which shows typical framing conditions for this project. Scale 3/8" = 1'0" Section 302 UBC. 11. Roof rafters over -spanned. (Live load 40 lbs per sq. ft. in Estes Park). 12. Specify roof covering materials and application in areas subject to wind -driven snow or ice build up. Chapter 31 UBC. 13. Provide rafter ties where ceiling joists and rafters are not parallel. Section 2517 (g) UBC. 14. Show double top plates at top of stud walis. Section 2527 (g) UBC. E 15. Provide 22" x 30" (or 30" x 30" for mechanical equipment) minimum access to attic. Section 3205 (a) UBC; Section 708 UMC. (A.--e, 7- 16. Specify ceiling joist spans to comply with Table No. 25- U-J-6 UBC. D17. Provide. size of header for openings over 4'0" wide. A header table may be used for this purpose. _7] 18. Specify floor joist spans to conform with Table No. 25- U-J-1 UBC. [219. Provide double joist under parallel bearing partitions. Section 2517 (d) UBC. 20. Provide 18" x 24" (or 30"x 30" for mechanical equipment) under floor access opening. Section 2516-C UBC; Section 709 UMC. 11 21. Provide under -floor clearance as specified in Section 2516 (c) UBC. 22. Provide under -floor ventilation equal to one square foot for each 150 square feet of under -floor area. Operable louvers may be used. Section 2516 (c) UBC. 2 LIFE S 4.1i10.111. Stairways: Maximum rise 8 inches and a. 9 inch minimum run. Minimum headroom 6 feet 8 inches. Width 36 inches. Section 3306 UBC. 24. The top of handrails shall be placed not less than 34 inches, or more than. 38 inches above the nosing. Ends shall be returned or shall terminate in newel post or safety terminals. Section 3306 (i) UBC. Basements in dwellings and every sleeping room below the fourth story shall have at least one operable window or door approved for emergency escape or rescue. Section 1204 UBC. 26. Smoke detectors shall receive their primary power from the building wiring and shall be equipped with battery backup in new construction. Section 1210 UBC. 27. A smoke detector shall be installed in each sleeping room, corridor, or area living access. A detector shall be installed on each story and in the basement. Section 1210 UBC. MEMANICAL 28. Where mechanical ventilating system in bathrooms is used, provide five air changes per hour directly to the outside. The point of discharge of exhaust air shall be at least 3 feet from any openings into the building. Section 1205 UBC. . Provide every dwelling with approved heating facilities. Section 1212 UBC. 30. Show water heater location. Section 1309 UBC. E7_31. Show how water heater and furnace will be provided with outside combustion air. Chapter 6 UMC. 232. Provide complete details, make model and listing of fireplaces. * GE 35. 33. Do not show openings from garages directly into a room used for sleeping. Section 1104 UBC. "De<>A,J, 3 4. On the garage side, install materials approved for one - hour fire resistive construction. Specify self -closing, tight -fitting solid wood door 1 3/8 inches in thickness, or a self -closing, tight -fitting door having a fire protection rating of not less than 20 minutes. Section 503 (d) UBC. ADDITIONAL CO 45„ 1:04/i),( 7,e /4 A!" :!9 74,3„,1 64, 4 SCALE Iwn1 WNW WOW NNW 1111,10 4-4- I I 1'; I I " I I Z. 449 1\41 471 2 of se, 776 S At3e, .2$ rioN 0 11 /Ai TYR L(sioe.$) 716 / (7-11e, (.2 F CAST -IN -PLACE CONCRETE AHD REINFORCING STEEL CONCRETE SHALL CONFORM TO THE FGLLCIWIHO CRITERIA: LOCATION/ COMPONENT CEMENT MINIMUM 2B-DAY MAXIMUM SLUMP " A.E. X STRENGTH W/C RAT MIN MAx MIN --MAX TYPE CEMENT ALL CONCRETE I or II 564 LBS 4000 PSI 0.45 - 4 5 REINFORCING BARS SHALL CONFORM, TO ASTM A-615, GRADE 60, EXCEPT TIES AND STIRRUPS AHD DOWELS SHALL BE GRADE 40, UNLESS OTHERWISE N3TED. ALL WELDED WIRE FABRIC REINFORCEMENT SHALL CONFORM TO ASTM A185, UNLESS OTHERWISE NOTED. 4. ALL DOWELS INSTALLED IN DRILLED' HOLES SHALL BE SECURED WITH ADHESIVE CAPSULE ANCHORS PER THE MANUFACTURERS' INSTRUCTIONS. 5. ALL DETAILING, FABRICATION AHD ERECTION OF REINFORCING BARS & WELDED WIRE FABRIC SHALL COMPLY WITH THE LATEST EDITION a A[: r MANUAL 315. ALL SLABS -ON -GRADE SHALL HAVE FIBER REINFORCEMENT CONSISTING OF VIRGIN POLYPROPYLENE, COLLATED, FIBRILLATED FIBERS UHL.ESS OTHERuISE NOTED. AMOUNT OF FIBERS PER CUBIC YARD SHALL CONFORM TO THE nAHUFACTURER'S RFC OMMEHDATIIONS.. 7. SLABS -ON -GRADE. SHALL HAVE CONTROL JOINTS AS SPECIFIED AND DETAILED, SPACED' APPROXIMATELY 10 FEET MAXIMUM IN ANY HORIZONTAL [DIRECTION. THE DISTANCE BETWEEN CONSTRUCTION JOINTS AS DETAILED SHALL NOT EXCEED 10 FT IN ANY HORIZONTAL DIRECTION AHD HO TOTAL AREA OF YooR t,kgAl w EXCEED t€OO S. FT. 8. SPLICE LENGTHS HOT SHOWN OR NOTED OH THE DRAWINGS SHALL CONFORM TO ACI 318. MINIMUM LAP SHALL BE 12 INCHES.. 9. CHAMFER ALL EXPOSED EDGES OF CONCRETE 3/4" X 45 DEGREES. 10. PROVIDE 1/21° PREMOLDED JOINT FILLER WHERE SLABS -ON -GRADE ABUT A VERTICAL SURFACE. SEAL TOP 1/2" OF GAP WITH SILICONE SEALANT. HOT OR COLD WEATHER PROTECTION SHALL BE PROVIDED AS PER THE: LATEST EDITION OF ACI MANUALS 305 OR 306. 7 GENERAL STRUCTURAL NOTES GENERAL GENERAL STRUCTURAL NOTES SHALL ©OVERN UNLESS OTHERWISE DETAILED, NOTED, OR SPECIFIED. 2. STRUCTURAL DESIGN IS IN ACCORDANCE WITH THE LATEST EDITIONS OF THE UNIFORM BUILDING CODE, THE A.I.S.C. SPECIFICATIOHS, THE A.W.S. FPFCIFI- CATIONS, AND THE A.C.I. BUILDING CODE 318. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL NECESSARY TEMPORARY SUPPORTS FOR WALLS AND STRUCTURAL FRAMING DURING THE CONSTRUCTION PERIOD, AND SHALL PROVIDE ALL TEMPORARY BRACING, SHORING, UNDERPINNING AND OTHER MEANS NECESSARY TO PROTECT NEARBY OR ADJACENT STRUCTURES. 4, CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF ALL TRADES CONCERNED, AHD SHALL BE RESPONSIBLE FOR VERIFYING THE DiMENSIONS SHOWN ON THE STRUCTURAL DRAWINGS WITH THE DIMENSIONS SH0wN Os THI; ARCHITEC- TURAL, MECHANICAL AND ELECTRICAL DRAWINGS AND SPECIFICATIOHS. SEE ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS, SPECIFICATIOHS AND NOTES FOR HOLES, SLEEVES, ETC., IH WALLS, FLOURS AND ROOFS. 6. DESIGN LIVE LOADS: GROUND FLOOR ..... 100 PSF SECOND FLOOR UNIFORM LOAD ...... 50 PSF WHEEL LOADS ..... 2000 LDS SECOND FLOOR WHEEL LOADS ..... 2000 LBS 7. CONTRACTOR SHALL FIELD VERIFY EXISTING DIMENSIONS AND/OR CONDITIONS PRIOR TO FABRICATION, ERECTION, AND/OR CONSTRUCTION OF AFFECTED WORK. B. CONTRACTOR SHALL NOTIFY THE ENGINEER AND/OR OWNER IMMEDIATELY OF ANY FIELD COHDIT'ION HOT CONSISTENT WITH THE CONSTRUCTION DOCUMENTS. 9. SECTIONS AND DETAILS SHOWN ON THE DRAWINGS ARE INTENDED FOR GENERAL CONDITIONS. SIMILAR SECTIONS AHD DETAILS SHALL APPLY TO SIMILAR CONDI- TIONS UNLESS OTHERWISE SHOWN. STRUCTURAL STEEL 1. ALL DESIGN, DETAILING, FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE LATEST EDITION OF THE A.I.S.C. 6H5 h.W.. SPECI- FICATIONS.. 2. STRUCTURAL STEEL SHALL CONFORM AST M A-36. 3. SHOP CONNECTIONS SHALL BE WELDED PER A.W.S. SPECIFICATIONS. 4. EMBEDDED BOLTS IN DRILLED HOLES SHALL BE FABRICATED Fkom 3/4" ALL -THREAD STOCK AND SHALL BE SECURED WITH ADHESIVE EAPELLE EXPANSION TYPE BOLTS SHALL MOT BE USED. 5. WELDS SHALL BE MADE WITH E 70XX ELECTRODES. DIAMETER ANCHOPS. 6. ALL WELDS SHALL BE 3/16" FILLET WELDS WHERE SIZE IS NOT GIVEN AHD CONTINUOUS WHERE LENOTH IS NOT GIVEN. 7. ALL GROOVE AND WTI WELDS SHALL BE FULL PENETRATION WELDS AND SHALL DEVELOP THE FULL STRENGTH OF THE WEAKER mEmDCR, TO rN OF ESTES PARK BUILDING DEPARTMENT NO. I 6 '6 4. CERTIFICATE OF OCCUPANCY This is to certify that the ERECTED ON Lot No. Addition Estes Park, Colorado 80517 ( Block No. Street Mailing Address Architect ' Building Permit No. Contractor Zoning' Occ. Gr. has been inspected and the following occupancy thereof is hereby authorized: Occupancies Basement. 1st Floor 2nd Floor Roof Date Maximum Allowable Floor Loads, Lbs. Per Sq. Ft. - Buliding Inspector P. 0. Jinx 1200 Telephone (303) 586-5331 # CONTRACTOR/5 c'4.0 ie., .51 tpplicant Name: 1." CO CTOR BUSINESS LICENSE AFFIDAVIT 11 — 95 if) AA 44j- ftisjeless Name: i4;," lailing Address: 224 thone Number: P., 0." address of Project: CZ 7ype of Project: (4: elow, and on reverse side, list all contractors/subcontractors, who perform ‘ork/services for the above project, providing business, name, contact name, complet &ddress, and current. Town of Estes Park Business License Number, if known. Busine N r tact Name I- Se 'Acidress.'_." Bus. Lic. ,,/,,/ If x ,--„„„, / , ., 7' „,. i,,?..„( 40° - (.' ,,,,-, - A‘-' , :',/,,, ..e': , 1 ,t- ' t , ' . - ,t,r ' , 2,, -e--"'Cf5( / f ,„,0 -,..."" _ , +, 4 el t- ''' ,/,,,, !, ("' ''',r i', ,i' t-4/ "° " "'" ' " "''''' 7, * ,., .. , , 4 %I' # ,,.,- G ; 4''''' C., /"Tr,7" 1 CO1 A - vi,,,c_ ! , .4-- 4,- ; / C 06 JQI1 I ' . .. ' .4.44 r rer !,::: Aili IC) 41k' '' ',;,.-,- ,,C /‹.: *,\ ' „, - , . Sle /L' y'.5 Y4Cr ' , :'.,:- - ' 1 .(7,, ,. 7 „ , ,,, , icdi '; . .. "" ,, / -,- 0 3 — .—' ,,,,,,r771,4 Jr-. , , t ''''' ....,7 mi, I certify that this Affidavit represents a complete list of contractors/ subcontractc that provided work/services on the project described above, and I understand that Fin Inspection or Certificate of Occupan y will not be issued until all contractor subcontractors listed aboVe have acqui2 d a\current Town of Estes Park Business Licens Applicant's Signature: Date: WHEN COMPLETE RETURN TO: TOWN CLERK'S 07T"r^7, TOWN OF ESTES PARK, P.O. BOX 1200, ESTES PARK, CO 80517 Initialed ev: Tewn Clerk: D e Building Official : Date CONT CTOR/StIBCONTRACTOR BUSINESSLICENSE AFFIDAVIT 1 9 pp7.:icant Name: , 57'7//7, usiness Name: ailing Address: hone Number: ddress of Project: ype of Project: low, and on reverse side, list all contractors/subcontractors, who performe ork/services for the above project, providing business name, contact name, comple ddress, and current Town of Estes Park Business License Number, if known. usiness Name Tr ./D A r)...1 A.,PY'led.SIC' 1A.41,4,ef, 4 A Bus. Camplete Address * rz- ,-z-7 trel 67.1: "A!. o Co 3 certify that this Affidavit represents a complete list of contractors/ subcontracto hat provided work/services on the project described above, and I understand that Fin nspeccion or Certificate of Occupancy will not be issued until all contractor ubcontractors listed above have acquired'a current Town of Estes Park Business, Licens pplicant's Signature: Date: WHEN COMPLETE RETURN TO: TOWN CLERK'S OFFICE, TOWN OF ESTES PARK, P.O. BOX 1200, ESTES PARK, CO 80517 777:wn C1er'K: Date: auildina Off'cjal: C77 Dat: s UIL IING PE T PLICATION and OUTING SLIP ( 97)) OWNER „, DATE Mailing Addresigl r)) BUILDING ADDRESS/JOB SITE '027Z.. /q A7,4 "Peg t4 LOT 7 BLOCK SUB.. GENERAL CONTRACTOR Mailing Address 11,1,4 IS F./ C, LOT SIZE 6, PHONE ELECTRICAL CONTRACTOR Mailing Address PLUMBER OCC.# OCC .# Mailing Address DESIGNER L)().(9) OCC.# PHONE. ))).0.002.02.), OCC.# 2.77° TYPE OF HEAT: Gas Electric. Other JOB VALUATION DESCRIPTION OF WORK /992,4( I. PUBLIC WORKS DEPARTMENT ENGINEERING Remarks Approved _AY Date WATER DEPT. FINANCE - Water Fees Paid - Yes ( i) No ( ) 5/(v Remarks Approved /7)4///....., DATE 2. LIGHT & POWER DEPARTMENT Remarks 4lt0t Approved()/, Date 3. COMMUNITY DEVELOPMENT DEPT. Remarks .0-E SE7..S/41CeT Approved 4. URBAN RENEWAL AUTHORITY Remarks Approved Date '774,4E. (4;1::::;""."-"" 7 5. COUNTY HEALTH DEPARTMENT Remarks Approved G. UPPER THOMPSON YcifsX>anggXPX Date 3, A 36. MAY ? 3 1995 Date COMMUNaY DEVELOPMENT DEPARTMEN1 XSANITATION DISTRICT Remarks Tap & permit fees all pd. this date 5/19/95 Approved 7. TOWN CLK Remarks Approved Date •-/ Date \,, ri Lel; e al 00° ei voriti ,O 00 013.0 621 001 0 '0 7,1 1 } CV xo // « ;,w /jam k epregr", m ,a u 0 WWI 1.01111NIMMOMMANINIMMINIA 2,2 241g,r767 00)401,2,7 1,904 0"u,,s2a )(00'09d rit,fa 01;31-4 01,1 9'3,1,1227 21,...P2,12.1 /11 24/ )222,f2U!! 4 z 2 / ,yam a « a:c � § .2:+,ar«: !j`