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Home My WebLink AboutApplication- PermitJob Address Nature of Work Use of Building Owner GARFIELD COUNTY DEPARTMENT OF DEVELOPMENT BUILDING DIVISION 3rd Floor, Courthouse 100 8th Street Glenwood Springs, Colorado 81601 (303) 945-8212 44761 liwy 6, Glenwood Springs liti1dinq Permit Office Alteration & Repair William Beeman Contractor Owner Amount of Permit: $ 63.50 _ Date February 16. 19RR White -Treas. Canary -Office Pink -Applicant Gold - Duplicate Lois J. But7eD Clerk GARFIELD COUNTY APPLICATION FOR BUILDING PERMIT please print TO BE FILLED OUT BY APPLICANT ADDRESS k 976/ MY 4, t SUBDIVISION FILING # LOT # BLOCK # TAX SCHEDULE # LEGAL (SEC/TWV/RNG) NAME MAILINGADDRESS 0 CITY 61,AnV L006111 NAME Ie.7T P Y rY7L7teu-4Pd -54.5 CYa+de71 ADDRESS CITY MGyCr� NAME _cc's.. ADDRESS CITY PHONE LICENSE # CLASS OF WORK NEW ALTERATION ADDITION DEMOLISH REPAIR MOVE MOBILE ROME (make/mojlel) S.F. OF BUILDING )1 Xi410 S.F. OF LOT) # OF FLOORSr HEIGHT [L # OF FAMILY UNITS ie/AL # OF BEDROOMS 41,,4 INTENDED USE OF BUILDINGF/C4E_ GARAGE; SINGLE DBL CARPORT: SINGLE DBL FIREPLACE DOCUMENTS ATTACHED WATER SUPPLY DRIVEWAYPERM�IT�� SITE PLAN 'S�7'�Jp r r BUILDING PLANS f' SANITARY SEWER CLEARANCE A/4 / ON SITE SEWAGE DISPOSAL PERMIT jq r OTHER DOCUMENTS (specify) Or type PERMIT NUMBER 37.51i7/ DATE 0/ /G _it, PLOT PLAN NOTE: Show easements, property line dimensions, all other structures, specify north, and street name. For odd shaped lots, or if space is too small, provide separate plot plan. # OF BUILDINGS NOW ON PARCEL oL U45 OF BUILDINGS NOW ON PARCEL g ,.v.,•f„ rads 17tvief>4 zevet- o i4 4e/+ 71 H / d/lef7‘t i,q a.• J fr-e fou. o J c/'tp,(J' osed 4_;lit- & e j 5L'e71ch FRONT PROPERTY LINE STREET NAME/ROAD NUMBER CHECK IF CORNER LOT Y' 6 DE RIPTION OFAITORK PLANNED Munwsd en rg - lja/2i` ato 6 ' 5 I hereby acknowledge that I have read this application and the above is correct and I agree to ply with all county ordinances and st- itt ws re• 1 ing building construction. VALUATION s; bb 0. 0 L� PERMIT FEE $3 $.5Q PLAN CHECK FEE $ 2.,`e O TOTAL FEE $ G.3,5"0 SCHOOL IMPACT FEE $ A14 DATE PERMIT ISSUED ZONING DISTRICT TYPE OF OCCUPANCY FOR OFFICE USE ONLY FLOOD HAZARD TYPE OF CONSTRUCTION £)c/ 74 "ac. --/t/ S.F. OF BUILDING 4 ¢0 6 S.F. OF LOT MAX. HEIGHT M `2. ROAD CLASS. 210WA. SETBACKS FROM PROPERTY LINE: FRONT �G REAR RIGHT ?T OFF STREET PARKING SPACES REQUIRED APPROVED JILDING DE "A CERTIFIED BLDG ELEVATION SPECIAL CONDITIONS PROBLEMS WITH PERMIT ADDITIONAL INFORMATION NEEDED CERTIFIED BY COLORADO REGISTERED LAND SURVEYOR OR ENGINEER . �APPROVEtr/� AT S PLA I G DEPARTMENT DATE SCHMUESER GORDON MEYER INC. February 8, 1988 Mr. Bill Beeman 44881 Highway 6 Rifle, Colorado 81650 „rat rrl anal F RE: Proposed Office Building Located at 44881 Highway 6 Dear Bill: 1512 Grand Avenue, Suite 212 Glenwood Springs, Colorado 81601 (303) 945-1004 CONSULTING ENGINEERS 4 SURVEYORS/ Per your request on February 4, 1988, I am submitting a report regard- ing the general condition of the above-mentioned building. This report will list the observations made during the field investigation per- formed on February 5, 1988. The report is based upon the cursory review of the structure and should not be construed as a detailed structural analysis. The building you intend to use as your office and showroom was con- structed of two different pre -manufactured metal buildings. The larger of the two buildings was a "Cackler" pre -manufactured building with dimensions of roughly 65 feet wide by 100 feet long. The 100 foot direction is along the north -south line with the 65 foot direction being perpendicular. The rigid frames in the larger building are constructed of open web steel joists spanning the 65 -foot direction. These open web steel joists are spaced at 12-1/2 foot intervals throughout the 100 foot length. The garage door located at the north end of the building is 12 feet wide and approximately 14 feet in height. The large building is founded upon 12 -inch diameter caissons for pedestals at each rigid frame location. Also, along the north and south end walls, a ten -inch wall is located. The depth of foundation under either building cannot be be determined from this cursory review. The other building is a "Metallic" brand pre-engineered steel building. This building is approximately 45 feet wide by FO feet long. The rigid frames in this building are spaced at 20 feet. An 8" concrete pedestal wall for a foundation supports the framing. A new slab has been con- structed throughout this building. The 60 -foot direction lays east - west with the 45 -foot direction running north -south. The smaller building is a newer building with a metal roof and is cm- pletely insulated. The lamer building has a roof structure of 2 x 12's spanning between the rigid frames spaced upon 24" centers. Upon these 2 x 12"'s, a 1" decking material has been used topped by asphalt shingles. From the aeneral observations made in the field, the problem areas are listed as follows: February 8, 1988 Mr. Bill Beerman Page two Because of the age of the lamer building, some minor weathering of bolts is observed. Rust deposits were observed on some of the structural members. Slight weathering was also observed at the haunches of the rigid frames and on the wood joists on the exter- ior of the building. Roof decking and asphalt shingles were observed to have weathered a considerable amount and may need to be replaced in some areas. On the underside of the wood joists, fiberboard sheathing was used to confine the roof insulation between the roof joists. This sheathing was observed to be weathered and sagging excessively and, in some areas, completely pulled away frau the roof joists. In the smaller building, there were no obvious problem areas ob- served. Only one area was observed to be a moor troblem. This, area was on the east end wall of the smaller building where the previous owner had hit one of the end wall framing columns and knocked it loose at the foundation. No apparent building faulure was observed co have occurred. At the time of my inspection, you were in the process of fixing this problem area. In summary, with the exception of the problem area just mentioned, there were no other obvious structural problems observed during the field investigation. All of the other primary framing members within each structure observed to be experiencing no deflection, flexural or shear failures. If you have any questions, please do not hesitate to call. Sincerely, SCAMUESER OD MEYER, Inc. if Simonson JS:1c/8015 /4/44. _ 4geermak? - / gym __. 1 cc, g� —t- 2/8 5lsf rr�sr`C rC,3'. > 4 .rtecev r 0 O t 944 • e�f� �i7 �7 ei � - �ta cic 44. )9e6v7-17a ty2 oh / 1 • V �kir� " 5ejic 1 0 NI %"'r P r 3x Y4) 17 O vw - T \ as 9,0 7 4 SVA t 7- /c,cfc e crs eon f (R ) v INSPECTION WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE JOB 24 HOURS NOTICE REQUIRED FOR INSPECTIONS BUILDING PERMIT GARFIELD COUNTY, COLORADO Date IssuedeR//4/f.`�... Zoned A.rca.. C Permit No .`- / 1 AGR'EMENT 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 de{cribed structure, the permit may there be revoked by notice from the County hurl n' Ins lector And IMMEDIATELY BECOME N tJ IA. AND VOID, Use t E d If 6Lz Address or Legal Description � 7 �1 �� 4� '^�'`P �� M � n Owner INI1.. ATEA MI'A1 Contractor Q( l' (i 6 Sel backs Front Side Side Rear This Card Must Be Posted So It is Plainly Visible From the Street Until Final Inspection, INSPECTION RECORD Zoning Roof Covering Footing Electric -Final (by STA'T'E inspector) =161014 ( ,3-1'PCI «tt---9 Foundation Plumbing -Underground Gas Piping Ileating VentilatiunM i,//44''/4 Frame 4/r 7/ 2-4. A ti't Plumbing -Rough Insulation u2/7- 3 //�' jC v2l. Drywall 0A• -. Electric -Rough 6 /( :.7 -17—if 57-.. (by STATE inspector) -1-ril:il Ok -A 774 /Ay,O/ ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OK ABOVE GROUND. THLS PERMIT 1S NOT TRANSFERABLE Phone 945-8212 109 8th Street, County Courthouse, Glenwood Springs, Colo. APPROVED DO NOT DESTROY THIS CARD — Date ��j By 1$l 4, /36 AN/ IF ACED OUTSIDE - C ER WITH CLEAR I'TASI IC