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Home My WebLink AboutApplication- PermitGARFIELD COUNTY BUILDING, SANITATION and PLANNING DEPARTMENT 109 8th. Street, Suite 303 Glenwood Springs, CO 81601(970) 945-8212 Job Address 0 0 a GrkAta Ilk • 0 r l.- A Nature of work Building Permit Use of Buil,‘ag Owner (/� LIr . 464,Pt No. 7637 Contractor 0) Amount of Permits DZ5// - -7 Date 6, e arco peitiva 9-124/& 98g.(4.. Clerk llM1 � GARFIELD COUNTY BUILDING PERMIT APPLICATION GARFIELD COUNTY (GLENWbOD SPRINGS), COLORADO TELEPHONE: (970) 945-8212 PERMIT NO. INSPECTION LINE: (970)384-5003 PARCEL/SCHEDULE NO. TOB ADDRESS: �"�i-'i•.--.�,�+ C4t 0 (.e, 71 b)23 LOT NO.e z BLACK NO. SUBDIVISION/EXEMPTION ,4 rpi C r uP5-C C q„� l� S f q Z ,lam"4tisiemAt J2 ADD -8 327S" / y A ,O ag63 _Vlig wicra 5/ 6. 3 r1.I II�IGr a..4 k 6 ,g3 � ! / f7 s aE "°°R� 3Z �1 �.�!R PH: zjf�Ir�e UCNO:22.z _ 4 AD° " J I &S-6 A spe14 ISmtz - l z7 -Prue-703 4817 ARaDIEC7/ENO mr f _ • gerq t s4rL 5 .Q T. 313 vzd g 3Sso N. yr. � ., /5-6 z3'6" NO. OF FLOOR! 2 6 1 /) VIE OF BUILDING /j Al 7 / I R / 7 DEMME WORK: 416, 1,0 CAA./s yL4 ii.4.11u al. -1 ill fp _.8 elms OF WORK, 0ADOIT1ON oALTERATION oN1OVE oR dICAS 9 I GARAGE: - MDOODIE CARPORT: =HOLE oDOUELE 10 O DRATWAym ci DON SIE 5EWAOE DOIPoeAL game) ca'A.1wM -_ YAL1A770lof WORE: : r 3 5-0 cr„AMSTED VAWATION:i $_170R v3oJ , . if 0. Q®OAL COrmmONS: NOTICE A SEPARATE ELECTRICAL PERMIT IS REQUIRED AND MUST BE ISSUED BY THE STATE OP COLORADO. TIES PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 110 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OP. NOT. THE GRANTING OFA PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW r TING CONSTRUCTION OR THE PERFORMANCE OF CONS TRUCT-• .• r PLAN CIIECKFEE: � (G T�pn (I � . PERMIT FEE /� r 2 .2_ S- TGT PERM ISSUED: f r �7 FATE PERISSUED: 2. S { + • 7 OCC: GROUP: CONST: TYPE: I t - CI -1 V I NING SETBACKS: g'. of Owmr, igen/SAANU . HOME: ISDS NO. a FEE:Beading D ate ins Dept. AGRETsMENT PERMISSION 1S HEREBY GRANTED TO THE APPLICANT AS OWNER, CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR. OR OWNER TO CONSTRUCT THE STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE BUILDING DEPARTMENT. 114 CONSIDERATION OF THE ISSUANCE OF THIS PERMIT, THE SIGNER HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN IN 30.28201 CRS AS AMENDED. THE SIGNER FURTHER AGREES THAT IF Tlx: ABOVE SAID ORDINANCES ARE NOT FULLY COMPLIED WITH 1N THE LOCATION, ERECTION. CONSTRUCTION AND USE OF THE ABOVE DESCRIBED STRUCTURE, THE PERM/I MAY THEN BE REVOI(E1) BY NOTICE FROM THE COUNTY AND THAT THEN AND THERE IT SHALL BECOME NULL AND VOID, THE ISSUANCE OF A PERMIT BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING 718E CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FRO PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN IN VIOLATION OF THIS CODE OR ANY OTIIER ORDINANCE OR REGULATION OF THIS JURISDICTION. THE REVIEW OF THE SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY RESPONSIBILITIES OR LIABILIITES BY GARFIELD COUNTY FOR ERRORS, OMISSIONS OR DISCREPANCIES. 7'HE RESPONSIB1LTTY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICALLY WITH 111E ARCHITECT, DESIGNER, BUILDER AND OWNER. COMMENTS ARE INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS INTEREST. Oerfo*moo3 I HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE (INITIAL) �attt 5/40nn 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 30" 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 MI THE ABOVE ITEMS HAVE BEEN COMPLETED. Vc ****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 occupant use and the issuance of a Certificate of Occupancy for the dwelling under building permit # ` Signature • bpcont r A -0L LD G!/M/6 is rNE C.4c [/44 i /ON OF 7HE` BU/Z /3/N/ V,g h L/ 4 T/ o N, ,4/b 7 %' BL!/Li)/,lo PER/4 7 4h/6 P�4N Rev/5-1n/ FE : d* risHE- - /UUfI4 =2¢47 stP T oma. Qjr- = !74Li; .t 2 csfAlAt = 624 5Q -it -re 69 orr�q . FT = .(4E3 0S 402 &44,44: 42 A?, A -re.: /sew. Car. wrA?ae A97,0 = /75P,i.f'T, Z4,0Q. FT tv✓. C4'r ENTQY 4'7s0AT&64;61,/sq, fr 4yrL61Ai6 PZRMMrf'EF SZ2.2S 'k'4N APEWe-,4 FEE gB9. 4. ro-rA =z/g71.7/ T7:4 "Z to cOts41. a r) [M.041� t Zzb 30S,o Gech June 27, 2000 Jay Weinberg Aspen Equestrian Estates, LLC 3275 County Road 100 Carbondale, Colorado 81623 Hapvrorth•Pawlaic Geotechnical, Inc. 5020 County Road 154 Glenwood Spring, Colorado 81601 Phone: 970 -945 - Fax: 9704454434 bpgeo @hpgeoteeh.com �0 Job No. 198 501 Subject: Foundation Bearing Conditions, Proposed Residence, Aspen Equestrian Estates, County Road 100, Carbondale, Colorado Dear Mr. Weinberg: As requested, we met with you, Janet Lightfoot, Greg Register, Tom Zancanella, Steve Thompson and Greg Motz with Sunlcing, Leslie Hope and Tom Carter of High Country Engineering and Steve Vasilakis of M&M Construction. The purpose of the meeting was to discuss options regarding construction with the high groundwater at the site. Tom Zancanella stated that cut off trenches and other large area dewatering methods would be impractical at this site due to the vast amount of water that would need to be drained or pumped in order to lower the current shallow water table a few feet. Leslie Hope stated that within the next couple of weeks the irrigation water diversion ditches would be completed which may help reduce the surface inigaiion water impacts within the building areas. We recommend slab -on -grade be used for the main floor construction. The slabs should be elevated to at least 2 feet. above expected high groundwater level which is probably close to the ground surface. Below grade areas such as basements and crawlspaces should be avoided. Building areas should be excavated down to the alluvial gravels and backfilled to design footing/slab subgrade with compacted minus 4 inch sand and gravel or screened rock wrapped in filter fabric. Temporary dewatering of the excavation may be possible by pumping from sumps excavated just outside the building area. The volume of water that would need to be pumped out of a single home excavation to lower the water table a few feet is not known. Footings bearing on the natural gravel or compacted structural fill can be designed for a soil bearing pressure of 3,000 psf. We recommended to Steve Thompson during the field reconnaissance that it may be feasible to place the residences on monolithic, thickened slabs bearing on the natural gravel or upper fine-grained soil. There would be a risk of long term settlement in the deeper clay soil areas but much of the excavation and backfill below groundwater level could be avoided. The slabs could be conventionally reinforced or post -tensioned. We JUL-25-200e 16:15 H -P GEOTECH P.01/02 G&ech June 27, 2000 Jay Weinberg Aspen Equestrian Estates, LLC 3275 County Road 100 Carbondale, Colorado 81623 Hepworth•PawIak Geotechnical, Inc, 5020 Colin Road 154 Glenwood Spprings, Colorado 51601 Phone: 970-9454988 Fax: 970.9454434 bpgeo@hpgeutech.com Job No. 198 501 Subject: Foundation Bearing Conditions, Proposed Residence, Aspen Equestrian Estates, County Road 100, Carbondale, Colorado Dear Mr. Weinberg: As requested, we met with you, Janet Lightfoot, Greg Register, Tom Zancanella, Steve Thompson and Greg Motz with Sunking, Leslie dope and Tom Carter of High Country Engineering and Steve 'Vasilakis of M&M Construction. The purpose of the meeting was to discuss options regarding construction with the high groundwater at the site. Tom Zancanella stated that cut off trenches and other large area dewatering methods would be impractical at this site due to the vast amount of water that would need to be drained or pumped in order to lower the current shallow water table a few feet. Leslie Hope stated that within the next couple ofweeks the irrigation water diversion ditches would be completed which may help reduce the surface irrigation water impacts within the building areas. We recommend slab -on -grade be used for the main floor construction. The slabs should be elevated to at least 2 feet above expected high groundwater level which is probably close to the ground surface. Below grade areas such as basements and crawlspaces should be avoided. Building areas should be excavated down to the alluvial gravels and backfilled to design footing/slab subgrade with compacted minus 4 inch sand and gravel or screened rock wrapped in filter fabric. Temporary dewatering of the excavation may be possible by pumping from sumps excavated just outside the building area. The volume of water that would need to be pumped out of a single home excavation to lower the water table a few feet is not known. Footings bearing on the natural gravel or compacted structural fill can be designed for a soil bearing pressure of 3,000 psf. We recommended to Steve Thompson during the field reconnaissance that it may be feasible to place the residences on monolithic, thickened slabs bearing on the natural gravel or upper fine-grained soil. There would be a risk of long term settlement in the deeper clay soil areas but much of the excavation and backfill below groundwater level could be avoided. The slabs could be conventionally reinforced or post -tensioned. We JUL-26-2000 16:15 H—P GEOTECH r • Jay Weinberg June 27, 2000 Page 2 P.02/02 expect the edges would be turned down to about 18 inches below grade and rigid foam insulation could be placed on the outside of the slabs for frost protection. The monolithic slabs should be designed for a maximum soil bearing pressure of 1,404 psf. The unconfined compressive strength of the upper fine-grained soils at the site is estimated to be about 1,000 psf. The plasticity index of the clay soils was measured to be 17%. If you have any questions or need further assistance, please call our office. Sincerely, HEPWORTH - PAWLAK GEO i CAL, INC. Daniel E. Hardin, P.E. Rev, By: SLP DEH/lcsm EG/11 • vca s 24443 �',s • ,. sc, Cc: Janet Lightfoot High Country Engineering - Attn: Roger Neal M & M Construction - Attn: Joe Deery Kollar Engineering - Attn: Ernie Kollar TOTAL P.02 WsstftifT1 caRcQ I INSPECTION WILL NOTI.MADE UNLESS THIS CARD IS POSTEDON THE JOB 24 HOURS NOTICE REQUIRED FOR INSPECTIONS C2 BUILDING PERMIT GARFIELD COUNTY, COLORADO Date Issued.. (e...... ...ii. ..Zoned Area Permit No AGREEMENT In consideration of the issuance of this permit, the applicant hereby agrees to comply with all 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 1 MEDIATELY BECOMff++NULLAND VOID. Uses tit c t ��1 1 Address r Legai Description 6 0 r.�.._ Owner ele\ %' LQ klik Setbacks Front Side Side Rear This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection. INSPECTION RECORD Footing q _ 11 _ liC c Foundation (_ k ii -o LI CE Underground Plumbing-) _a k , k £ Insulation :z .'y .2 4 -f ' Rough Plumbing f ._.g-- Drywall r_ Y_(.:), d.44 Chimney & Vent Electric Final (by State Inspector) . t Gas Piping / . --ez:) Final 6.2o- Ur k.�. Electric Rough (By State Inspector) 1 Septic Final f3 /A Framing it-- '' t ,e_____ (To include Roof in place and Windows and Doors installed). Notes: ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING - WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. c{- THIS PERMIT IS NOT TRANSFERABLE Phon 109 8th Street County Courthouse Glenwood Springs, Colorado. DO NOT DESTROY THIS CARD APPROVED Date 1 t;} By g4A. lee IF PLACED OUTSIDE - COVER WITH CLEAR PLASTIC