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HomeMy WebLinkAboutApplication- PermitGARFIELD COUNTY BUILDING, SANITATION and PLANNING DEPARTMENT 109 8th. Street, Suite 303 Glenwood Spring', CO 81601(970) 945-8212 No, 7623 Job Address OZI e K �L11) R L)L1 A") C 5T& C O Nature of Work Building Permit Use of Building 5) F �L� t T, " C Lt l4 i BASF PO! '1- 6 fl-eiNa Owner llFUTl1-1 I I 1 GI +--z AIDS Contractor FTr C c Amount of Permits Z-721,1 1 Date (� f /00 19710.11 (p 10-8-loc ,?,3, izioc ch9cb rI al 72 ,1,1111 GARFIELD COUNTY BUILDING PERMIT APPLICATION TELLJPHONE: (970) 9454212 GARFIELD COUNTY (OLENWOOD SPRINOS), COLORADO ,3J pa7 '!; (t INSPECTION LINE: (970 PERMIT NO. %.l 2 PARCEL/SCHEDULE NO. 4 : ADDRESS: dg 2 '• NON. Ea . 914 41 ,t w T k- I LOT NO. i % BLACK NO. SUBDIVISION/EXEMPTION '/ feet k �� u /I •, L I? ttEtxrpu Tsvrl►{41 Gt+xAu'rl1D ��.ST G1.rNwow) "'31?131/69 .54,� 3 inn t C 0 0. ani to r" ADORRJ,, "` 9g15.03yt ua..: 4 ARCIRt6YTiwarTD7 "N IT.DPLOT '1 411 aCerf : 1 q 09 LC No: 1Jo.ornooRA IRQ.Fr:OPIMMO L1lo"p 6 war imam 144 �......�. 7 Dellekipal.roRic: 5+1 CE- PIA kk- V%owtie.- PALMATION MOVE OWE Q.wovWOW: OW o 9 mm1.0• 1 . f UARApiS: mom • "e1P CALM?: MUNCIE ODOIJ !` 4 fir/ D &OE: 10 .r, .�..�..•... ODONEWAY P6R]rDT v".„lowORWORK:i 26►, D$0 . ......` ..`rte...... OOxi17K Ileti,AOK DPIPOEAL (WW1 C ollfl"E PLAN Cs ^`. ADJURED VALUAT7aN:t 0 (T 4, 3 iq3• it QQQ(((( JHECIAL COTID[RON!: NOTICE A SEPARATE ELFCIRICAL PERMIT IS REQUIRED AND MET BE ISSUED TT{I$ PERMIT BECOMES NULL AND VOID IF WORK OR WITHIN 110 DAYS, OR 0 ALITHORID3D IS NOT COMMENCED RABDO EDFOR WORK IS SUSPENDED OR ABANDONED POR A PERIOD OF 180 AFTER, WORK IS COMMENCED. 1 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS 1 «NOW THE SAME TO BE TRUE AND CORRECT. AU. PROVISIONS � 0VgaNIIJO THIS TYPE OF WORK WILL BE COMPLIED WTIH WHETHER E " IN OR NOT. THE GRANTING OF A PERMIT` DOES NOT t WRUTY TO VIOLATE OK CANCEL 11f03 PROVISIONS OF ANY LOCAL 1AW REGULATING CONSTRUCTION OR THE CONS U ON. BY TH£ STATE OF CONSTRUCTION CDAYS AT AN TN IME DAYS AT ANY T'� APPLICATION AND 01 LAWS SPECIF�ED PRESUME TO GIVE OTHER STATE:, TOR PERFORMANCE OF JILwa.• • dr •/ / . , . r i PLAN CI ECKFEE:,y/ —fir _(0 S-.4 C464 • PERMITFE�E 2 / 2 .'4. TOTAL FEE: dj �� Z .� DATE PERMIT ISSUED: —�( _--� OCC: CBLOUP: N CONST':1 ATE: 1 C. -.> ...�......... ZONING: ....... . 5E1 L'AGkS: ` *»•� of 'ri Fibti Dept. Owner. Connect or > / . rod Jld ► II411,ii: S rs. NU. HOME: +• ISDS NO. . . C5V *• raw er i•` -*Dept. AGREEMENT IS$ION IS HEREBY GRANTED TO THE APPLICANT AS OWNER. CONTRACTOR AND 'OR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCTURE Ab ON PLANS ANT) SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE BUIL.DINGDF:PARTMENT. CONSIDERATION OF THE ISSUANCE OF THIS PERMIT, THE SHINER HEREBY AGREES TO COMPLY WIT1i ALL BUILDING CODES AND LAND USE REGULATIONS B]" COUNTY PURSUANT TO AUTHORITY GIVEN IN 3011.201 CRS AS AME))ED. THE SIGNER, FURTHER AGREES THAT W HIE ABOVE SAID ORDINANCES !OILS' COMPLIED WITH IN THE LOCATION. ERECTION, CONSTRUCTION AND USE OF ABOVE DESCRIBED STRUCTURE, THE PERMfl MAY 1TIEN BE REVOIED BY CE FROM 011113 COUATIY AND THAT THEN AND THERE IT SHALLBECOME NULL AND VOID. THE ISSUANCE OF A PERMIT BASED UPON PLANS, SPECWIC.ATIONS AND OTIO. DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER THI CORRECTION OF ERRORS DT SAID PLANS, SPECIFICATIONS AND OTHER DATA: OR FRO PREVENTING BUILDING OPERATION BEING CARE= ON THERE WHEN E. VIOLATION OF THIS CODE OR ANY OTHER ORDINANCE OR REGULATION OF THIS TURISDICTION. THE REVIEW OF THE SUBMITTED FLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPT/4.M OP ANS RESPONSIBILITIES OR LIABILITIES BY MELD COUNTY FOR ERRORS, OMISSIONS OR DISCREPANCIES. THE RESPONSIBILITY FOR THESE ITEMS AND D IPI EMENTATIO1 DURING CONSTRUCTION RESTS SPECIFICALLY WITH THE ARCHITECT, DESIGNER. BUILDER AND OWNER. COMMENTS ARE INTENDED TO BE CONSERVATIVE AND IN SUPPOR1 OF THE OWNERS INTEREST. 41 (krfono.003 g (w I HEREBY ACENOWIEDGE THAT L HAVE READ AND UNDERSTAND TUE AGREEMENT ABOVE. (f U j'j@I L_ . 1. lMf The following items are required by Garfield County for a final inspection: 1. A final Electrical Inspection from the Colorado State Electrical Inspector; 2. Permanent address assigned by Garfield County Building Department posted where readily visible from access road; 3. A finished roof, a lockable house, complete exterior siding, exterior doors and windows installed, a complete kitchen with cabinets, a sink with hot & cold running water, non-absorbent kitchen floor coverings, counter tops and finished walls, ready for stove and refrigerator, all necessary plumbing; 4. A complete bathroom, with wash bowl, tub or shower, toilet stool, hot and cold running water, non-absorbent floors and walls finished and a privacy door; 5. All steps outside or inside over three (3) steps must have handrails, guard rails on balconies or decks over 3Q' high constructed to all 1994 UBC requirements; 6. Outside grading done to where water will detour away from the building; 7. Exceptions to the outside steps, decks and grading may be made upon the demonstration of extenuating circumstances, i.e. weather, but a Certificate of Occupancy will not be issued until all the required items are completed and a final inspection made. A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. * * * *CANNOT OCCUPY OR USE DWELLING UNTIL A CERTIFICATE OF OCCUPANCY (C.O.) IS ISSUED. OCCUPANCY OR USE OF DWELLING WITHOUT A C.O. WILL BE CONSIDERED AN ILLEGAL OCCUPANCY AND MAY BE GROUNDS FOR VACATION PREMISES UNTIL ABOVE CONDITIONS ARE MET. I understand and agree to abide by the above conditions for occupancy, use and the issuance of a Certificate of Occupancy for the dwelling under building permit # Signature bpcont Date - INSPECTION WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE JOB 24 HOURS NOTICE. REQUIRED FOR INSPECTIONS HOURS NOTICE FOR INSPECTIONS BUILDING PERMIT GARFIELD COUNTY, COLORADO Date hsuediii/g/610 Zoned Area Permit No.. 74213 AGREEMENT In consideration of the issuance of this permit, the applicant hereby agrees to comply with ail laws and regulations related to the zoning, location; construction and erection of the proposed structure for which this permit is granted, and further agrees that if the above said regulations are not fully complied with in the zoning, location, erection and construction of the above described structure, the permit may then be revoked by notice from the County Building Inspector and IMMEDIATELY BECOME NULL AND VOID. Use SF VF " i/ 56/114[ ��ur Address or Legal Description 1 ( 1I i k) Setbacks Front Side Side Rear This Card -Must Be -Postel So It is Plainly Vislbk Fruw The Sweet Until Final Iaspertien. i INSPECTION RECORD Footing :. ' • ' ..,' Foundation •' _ ', Underground Plumbing 1,4 )„opInsulation -7..,moo' A, Rough Plumbing , Drywallgga,} Chimney & Vent b zq 2 - Electric Final (by State Inspector)Sfi, k Gas Piping 2 _14, 41.:\ Final 5'— /?_o ff Itt.Mry - Electric Rough (By stat nspector), Septic Final g..tkoo J Framing 6-374:4 (To include Roof in place an Windows and Doors installed). Notes: r ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING - WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. COi THIS PERMIT IS NOT TRANSFERABLE Phone MOM& 109 8th Street County Courthouse Glenwood Springs, Colorado. APPROVED DO NOT DESTROY THIS CARD Da ir4 By //4 4-?*.) BIZ.* IF PLACED OUTSIDE - COVER WITH CLEAR PLASTIC COUNTY OF GARFIELD - BUILDING DEPARTMENT CORRECTION NOTI E 109 8th St. Suite 303 Glenwood Springs, Colorado Phone 9454212 Job Ionated at c24, cLoli Permit No. 762 I have this day inspected this structure and thes, premises and found the following corrections needed: I •1 2, UWERi "T%rPX xu � �4 v� fN. Raasf . 2. F/4411 S'.RocK u413GR STRIR dpi ,,c, Otk eit4t.ig 6,14 You are hereby notified that the above correction must be inspected before coVeting. When correction(s) have been made, call for Inspects Date 91,21- t)/ 19 Phone 945.8212 iL Bu ' ing Iris . actor f, 0/4-t2 cs 2�s' 0 ?A? Cff K RtAvt M. /0. C . 2/047 e -O Fr 1 ?S4i 53s t7_Fr 1-2i porxH tJ. 69.00= 69.0p 5"g o2G,00.. GcLo o - I 1-([,00- �3� 702 ,OD f2,,00 - .__ 2 760.ov (8.00 l W ) 0(10.0 a 1/4/tc '2.432433.3.00 4- 4_401-(0.0a__. 92c uc tip (IIa /Iso. s THREE ELK RUN SUBDIVI19N ARCHITECTURALCONTROL COMMITTEE P.O. BOX 182 520 ELK RUNROOAD NEW CASTLE, CO 81647 970 -' 984 - 2005 970'7,984 - 0919 April 16, 2000 Quintan & Tiffany Ganzalez 0822 Elk Run New Castle, CO 81647 RE: Plan and site approval for LOT 13 Dear Quintan & Tiffany, The TERHA-ACC has met andreviewed your house plan and site plan that you submitted for LOT 13 in the Three Elk Run Subdivision, We are happy to notify you of aproval of you house and site plans with the understanding that, at minumum, revegatation of your utility corridor and driveway cut and fill banks with weed free native grass seed is required. In addition, the HOA members have authorized the ACC to enforce construction impact on ELK RUN ROAD and privite driveways which may be damaged during your construction. It is the determination of the ACC that each individual lot/homeowner shall be liable for damages to ELK RUN ROAD incurred during that lots' construction phase. Sincerely yours, THREE ELK RUN HOA ACHITECTURAL CONTROL COMMI t' 1'E;E Edward.A McCune Thad Greene Brad Jennings T• THREE ELK RUN ARCHITECTURAL CONTROL COMMITTEE 0280 Elk Run Road, New Castle, CO. 81647 (970) 984-2812 Protective Covenant Sections; Approved Unapproved Incomplete 3.0 Limitations on structures / 3.1 Garage, other buildings .7 3.2 No commercial usage ,/ 3.3 Siting of structure / 4(3.4 Drainage _, 3.5 Minimum square footage y/ 3.6 Height or elevation 7 3.7 New construction 3.8 Construction materials ? 3.9 Not subject to ownership tax 3.10 Completion within one year 3.11 No access easement ✓ *5.0 Existing foliage protection /I 8.0 No temporary structures V /101-4-,,4.: 10.0 Fences and hedges ad soh el; i 11.2.4 Kennels 12.3 Screening -- , v---- 12.5 /12.5 Woodburning stoves& firepla. G4-55 ✓ 13.2 Vehicle storage _. 20.0 Lighting _z_ ?21.1 ACC requirements for review 21.2 Seclusion _ __ 21.3 Materials and color samples ✓ 21.4 Variance Prti # Comments: ir Z c)LVERTS 'A..) „DerV ,2H rAJf J .2).17?i-/ ON c )7` 5 c PE .4( 51-101A) - r 0ileiVi'\ 1MPACi' 411 (>TLt i Q CAeR•ibc I Date: 0 --ODD OCP/001 4-/Acodo Owner: Members Prese +• • 770 a 710 690 0- 0 c 0 RJ;z: A J-%.) d 1/4/40 0 -II 1i - 1 F ��00 IC 70: v+v> ..4 c� -t- 4-1 n vx o , 5T $ r)rZ ..1' 0 ri-re,f° 110. (!ci- 16 ‘a -"--$(1-5-1 v.4- "4—Zg: D f:s r, ,-$1 r 4, .4 r. -c. o r N A 0- N o -4",- P.. fE r �� moi` a q n 0 r -{0 co r v C 0 5 v s 8" CONC. f'c= 3000. psi, >` y= 40000. psi #4 0 18." •Vert ® CL #4 ® 18." Horiz 2–#4 top and bottom of wall pressure Treated or Red Wood._ 2 Re -Bars Above and Below All Openings BOND BREAKER Minimum, 4" CONC. SLAB 1/2" X10" Anchor Bolts 6' centers, ,2 3n each board, & 1' from %;ach end OAS Damproof Below Grade #4 HORIZ. AS SHOWN —"• e. C A, 4411 Q,anr ,04"if 34" p– ALTERNATE DIRECTION OF LEGS ,. I, • • « 16" Drain Pipe to Daylight 3" 00 Garfield County Basic Foundation Wall Design Same pattern Re -Bar 8' Or 4' Dec. 1,1996 tAt e "ro € 17-r ess e -6400 I. !`" 44 [ 411 WAHCboyl?0,1t. X ! D X!0 Mes fii6eries Concrie IN • Pet ch ed -4-,'/ AL OARAG c4N-ZD/ Ivo / • m N r N N 0- 0. C _ D o X co ▪ T o. 5 21 o a ins 5 .0.90o W Q r D D ut 15'10 307 12- \ N \\\ x \ \ •• -B'2 92- 2--- -• / 1 \ .-3167 99x4£ .mopu!M paxiA„ 84x42 ,MopuIM pax!d. t• 5.3- ---59 , mopu!M pax!da, $4x09 .Mopu!M pax±d. 307 9.007 "opu!M paxid. G c6- c6 92 1/ — -u \rn0 X A3_ SI - I \ 12'9- __\_� \ \ \ •2 i \ • • • • 14'2 • • N co ci 0 c *8 a. • o m o tic o a o tD T * (o o * xN K anoge „44 9£x42 .6u • • g 1 g * g r 0 Cie? 00 o ocp- of cx c c l0 60 co ! r AW N p 4.7z X 0) OD OD NCA) N = x s w w w 0 o- o - O O O N co m -- 1211- 3'3 319-1 324- 321210 -77 Po 0 0- c 3 (1 N X N 0 37'4 - - co 6' 4'10 3, _. gip~ JJ1 0) — I�m 0 5 fi CO a ig 0 w 1 -- 0 n CO CO N_ 0) 0 C 4'8 1,3'4, 2'4- - tit I tl 0 0- 03 D X —1 01 • 0 ILO _w x x .,�' \ F\1p ro 0 00 gl OC 0 - 0 to 3 m o 4. 4. r 00 IN Nj Q A o N Cr CD 091(09 „siooa youas j„ r o c`0 0. g O O o, c A \ \Q 1 \I r 211 210 Oars 2'5 3'2- - 3'2 — 4'9 5'3 5 9 4 '1 -. -� 2`11- - 13'6 _ t32'6 .. __. 0-71 n -r! ro o ro a ro a C f0D C N C ccF o p O a 0 0 0 0_ co 0. CD 0_ O O? O FIT g rog �* cgo5 _ = 2 0 0, O O O Ca. CO 4o 0 0 O O r r r C. 22s N G1 N 0) C0 0)) Xx X X 0�0 COiCOB CO CO CO w w w N N o q NO Q 0z cr CT cl. C C ro ro N I CA 02 N i 42. co * o 00 ro 0- ro c 000 08X09 ,sJooa t1oualJ, 08x09 ,sJooa youalu, 02 0 * Or CD Q CD CP _ o CO X A 07 5v rov 0 C 0 Ls: Der z s Sc co cs * o A x 0 0, N N n m w 0- CJ <o o 3'g ,!cr' 3'2 _.,. 16'2- 321 6'2_3'21 a 3T4 4'g 61 3'-- 2'4- c4 i;T L co m 05 0O i Wo u x ° [® Ec [".m x a0 e, 0 a) tin ,o- cQ Qi (0 m 32'6_ c x B 16'4 HM 76- A 378- * c w ti000 SO10514119 '01108 RIB 1141380M SEMIN3d0 )1301i 13.3HS 300f%)3HL 01 3ovt-) . 01:4:0‘13 J (E) DOUBLE 1 3/4X11 7/8 LVL W/ (E) OR (N) (3) ROWS 16d's @ 12 BOTH SIDES (N) L70 BOTH SIDES W/ 1 1/2" JOIST HANGER NAILS TO JOIST AND 10d'S TO DOUBLE LVL (E) FLOOR SHEATHING 3 (E) EXTERIOR WALL FRAMING & SHEATHING (E) 11 7/8" BCI 450 JOISTS © 16 CANTILEVERED (E) 1 3/4X11 7/8 LVL RIM (N) 5/8X6 STIFFENERS BOTH SIDES U(E) GLULAM BEYOND (N) 1' SEAT REINF. BOTH SIDES W/ 3/4 CDX NAILED T&B W/8d@6 8' MAIN SPAN MAY CARRY 1-1/2" GYPCRETE OVER SHEATHING (N) TS22 TWIST STRAPS (LEFT & RIGHT) EA SIDE OF DOUBLE LVL TO GLULAM BELOW USE (2) H5's OTHER END OF BEAM TO DOUBLED TOP PLATES © EXTERIOR WALL (N) 553X6 WEB STIFFENERS ONE SIDE r (N) BCI BLOCKING CONTINUOUS (N) 1/2" CDX SHEATHING BOTTOM OF CANTILEVER W/8d©8 TO JOISTS AND RIM (E) 3-1 3/4X11 7/8 LVL HEADER W/ (E) OR (N) (2) ROWS 16d's@ 12 (N) 6' CANTILEVER REINFORCEMENT ONE SIDE W/ 3/4" CDX SHEATHING STRIP (CONTINUOUS) NAILED TO TOP & BOTTOM FLANGES W/ 8d © 6 NOTE: AS AN ALTERNATIVE TO THE JOIST REINFORCEMENT SHOWN, IT IS ALSO ACCEPTABLE TO ADD 13/4X11 7/8 LVL JOISTS @ 16 W/HU9 HANGERS @ DOUBLE LVL (INVERTED PREFERRED). LVL TWIST STRAPS AND H5'S STILL REQUIRED. GYP MAYBE PLACED © CANTILEVER. a 2'-10 CANTILEVERED JOIST W/ (N) REINFORCEMENT AS SHOWN NO GY GLtNWOL5D I KUL I UKAI AND CIVIL,1NC. Engineers • Constructors 0826 ELK RUN, New Castle De.# Name: Cantilevered Floor @ Exterior Wall Scab: 3/4" = 1' Fie Name: Floorsl Cant03 604 W. 12th Street, GWS, CO 81601 (970) 928-0135 Fax (970) 928-9804 4/25/01 &awn By: AG GLENWOOD- -5TIZUCTIJKAL AMY CIVENC- Englnccre • Constructors April 25, 2001 Clinton Gonzalez 0826 Elk Run Road New Castle, CO Re: 0826 Elk Run Project Na M010108 Dear Mr. Gonzalez: As requested, Glenwood Structural and Civil, Inc, visited the above -referenced project for the purpose of observing the cantilevered floor framing at the living room to determine if the as -built conditions at that location were structurally sound and/or if additional measures are required. Based on our computations, we have prepared the attached detail showing the required modifications. Please note that our focus was limited to the area in question and not to review any other portions of the structure and therefore make no representation as to the adequacy of any other conditions than that shown on the detail. If there are any questions or we can be of further assistance, please feel free to call. Thank You, GLENWOOD STRUCTURAL 1E4 O .• • o 0 G. •..GI9 17• 29954 `0 : U-1 Adol • O. Gorra, MS, P.E. President cc: File ^co^••••1.....•.• \\ rNA�' GO4 West 1 2`h Street • Glenwood Springs, Colorado 8 I GO I • Phone {970) 928-0 135 • Fax (970) 928-9804