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Home My WebLink AboutApplication- PermitINSPECTION WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE JOB 24 HOURS NOTICE REQUIRED FOR INSPECTIONS BUILDING PERMIT a GARFIELD COUNTY, COLORADO ,3& '4 (90( 0 Date Issued 8/O1 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 Inspec r nd IMMEDIATELY BECOME NULL AND VOID. Use30twooo Address or Ire ) Description 1-400o)0.- _` 1. S Owned..» � I; id is V" un it Setbacks Front Side Side Rear This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection. INSPECTION RECORD Footing,.;, Foundation t` Underground Plumbing 4,00L.Insulation -0(i `` 5 Rough Plunpbing n) ate. Drywall .40 _D i Chimney 8tVent Electric Final (by State Inspector) 7/21 6/ 244 Gas Piping Final S7-2;., 0/ Cyt,, Electric Rough (By State Inspector) i/; -I-. Septic Final Framing y i 3. E:,' I .ir .� E,.,' (To include Roof id place and " i dows and Doors installed). Notes: ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING - WIIETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. THIS PERMIT IS NOT TRANSFERABLE Phone 384-5003 109 8th Street County Courthouse Glenwood Springs, Colorado. APPROVED DO NOT DESTROY THIS CARD Date 4 61 ByW , IF PLACED OUTSIDE COVER WITH CLEAR PLASTIC Job Address T Nature of Work Building Permit Use of Buil ' [t ll£. Ownert GARFIELD COUNTY BUILDING, SANITATION and PLANNING DEPARTMENT 109 8th. Street, Suite 303 Glenwood Springs, CO 81601(970) 945-8212 No. 8010 A01-4 /rs 00 - Contractor,�1j1 Amount ofPermitS « - 57 p-244,,-- a -Q -z gq-W Date V fb r Or' e --- __4&T.1 Clerk GARFIELD COUNTY BUILDING PERMIT APPLICATION GARFIELD COUNTY (GLENWOOD SPRINGS), COLORADO LEPHONE: (970) 9454212 �i INSPECTION LINE: (970)384.-5003 PERMIT NO. ?0 / o PARCEL!SCHEDULE NO. )B ADDRESS: 4-6(Di CO U,07 A-' 0,g- /! S Sf ��/VU.iJ &D , ■ 7� (1�Gt1/ C V c9( Q a LOT NO. ` BLOCKNO. SUBDIVISION/EXEMPTION omi. fou r r al.•J aD,e4/0,1.cY,J �G Grq�rc, COU/V 77 /fes Cao P ¢s G as HlCPFC 7f. ash I MURAL IOlI- l O1N ADDRESS PR. 1.1C NO: AP.CSETEC']YFNC NEER ADDAi59 PR IJCNO: SQ. FY. OP AVIIDQJG (c2 6 O ( s2. Kr. OF TAI fG MT NO, OF FLOORS USE OF NG 3tflW S7.-01(0,46--...--• DESCRISEII'°R: / S .CC3A. (-C /PI -0 #8•C`J dd E CLASS OF WORK: NEW )(AMMON MAL1i AT:ON ENOVE MEMOVE OASA°F.: O 4IN .L UBLE CARPORT`. =NOIR °DOU lE 0 n DRISEWAYP GM' , `!� °MO E SEWAGE DISPOSIL.(SEPTEC) °SITE PIAN LA. 4 1,/A VALUA'ITON OF HOLMi DO( ■ �� i AD u VAUTA7ION',S f�D/ {'r` CO V 11 SPECJAL CQNLCnuNB', SLIPARATE `OLORADO. CHIS PERMIT IUTHORIZED WORK IS .F[ER WORK i HEREBY QQOW THE 33OVERN :IF_REIN 4UTHORITY LOCAL ANSTRUCTION. NOTICE ELECTRICAL PERMIT 3S REQUIRED AND MU5T BE ISSUED BECOMES NOT,I. AND VOID IF WORK IS NOT COMMENCED WITHIN 1 S DAYS, OR IF SUSPENDED OR ABANDONED FOR A PERIOD OF 180 IS COMMENCED. CERTIFY THAT 1 HAVE READ AND EXAMINED THIS SAME TO BE TRUE AND CORRECT. ALL PROVISIONS NG THIS TYPE OF WORK WILL BE COMPLIED WITH OR NOT. THE GRANTING OF A PERMIT DOES NOT TO VIOLATE OR CANCEL THE PROVISIONS OF ANY LAW REGeLATING CO ON OR THE Dane// BY THE STATE OE OR CONSTRUCTION CONSTRUCTION OR DAYS AT ANY TIME APPLICATION AND OF LAWS WHETHER SPECIFIED PRESUME TO GIVE OTHER STATE OR PERFORMANCE OF // f}J� / CJ ! e. .... ! ,- .„r G f /L' PLAN CHECK FEE: 1� PERMIT FEE: ij 4J ,7 r TOTAL FEE: f/ DATE PERMIT ISSUED: �l1if f r /1., (1 ., `� Y I OCC: GROUP: CONST:TYPE.: U r` r -C: . ) 1/ I 2ON1N SETBACKS_ of 4wnec> Js (ice% /Dept, f •^ orizad� 5 *ad u>ldexstood J /11 . MANU_ HOME: ISDS NO. & FEE: ld; EoiinLO !/ naming Dept. ..grovel/Date AGREEMENT /RMTSS[ON IS HEREBY GRANTED TO THE APPLICANT AS OWNER, CONTRACTOR ANTNOR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT 773E STRUCTURE AS .TAILED ON FLANS AND SPECIFICATIONS SUEMITTED TO AND REVIEWED BY THE BUILDING DEPARTMENT. [ CONSIDERATION OF THE ISSUANCE OF THIS PERMIT, THE SIGNER HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED BY %AFIELD COUNTY PURSUANT TO AUTHORITY GIVEN IN 3028.201 CRS AS AMENDED. THE SIGNER FURTHER AGIthB S IIIAT IF THE ABOVE SAID ORDINANCES ARE NOT FULLY )MPLIED WITH IN T11E LOCATION ERECTION, CONSTRUCTION ANL) USE OF THE ABOVE DESCRIBED STRUCTURE, THE PERMIT MAY THEN BE REVOKED BY NOTICE FROM 1E COUNTY AND THAT THEN AND THERE 1T SHALL BECOME NULL AND VOID. IE ISSUANCE OF A PERMIT BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALT. NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING THE )RRECT[ON OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FRO PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN IN [OLATION OF THIS CODE OR ANY OTHER ORDINANCE OR REGULATION OF MS IURISDICTION. E REVIEW OF II% SUBMITTED PLANS AM) SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY ,SPONSIBIIITIES OR LIABILITIES BY GARFIELD COUNTY FOR ERRORS, OMISSIONS OR DISCREPANCIES. THE RESPONSIBILITY FOR THESE ITEMS AND IMPLEMENTATION URING CONSTRUCTION RESTS SPECIFICALLY WITI.1 THE ARCIBTECT, DESIGNER, BUILDER AND OWNER cotvmm TS ARE INTENDED TO BE CONSERVATIVE AND IN SUPPORT I THE OWNE7 INTEREST_ Irfonnoo3 ic I HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTANDTHE AGREEMENT ABOVE. aNTrIAL} 116,;cte 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 washbowl, 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 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 VACATING 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 # So 1(2 . OPIP Signature Date bpcont ‘63,:),2 C P LI!S X/, I din"; / ,C 46'X/7. c b : 00) ceoo .c S7 I THF S 1 /4SE 1 /4 OF SEC. 20 & R.88 W. OF THE 6TH. P.M. COLORADO LD NO. 115 CgSLNO MICE ACCESS EASEMENT c, REQ #2388813 [V SPFILit (0, ii • JPDATE — 'CATION CERTIFICATE IOVEMENT.LOCATION CERTIFICATE WAS ,ERING, INC. FOR LEWIS LAGIGLIA, ,AT OR IMPROVEMENT SURVEY PLAT, AND . iN FOR THE ESTABLISHMENT OF FENCE, ,VEMENT LINES. OVEMENTS ON THE ABOVE DESCRIBED 990, EXCEPT UTILITY CONNECTIONS, IES OF THE PARCEL, EXCEPT AS SHOWN,, UPON THE DESCBIHED PREMISES BY REMISES, EXCEPT AS INDICATED, -AND NCE OR SIGN OF ANY BASEMENT OF SAID PARCEL, EXCEPT AS NOTED. PERTY IS SUBJECT_ •,=;SLMENTS AND N ON CON�MITHE f�,;-�T TITLE, K W. BARRI 98 ESISSPOS MIKE REHM .CP LS. 16447 moo or ruse ft ELM IN PLACE NOTE: THIS SURVEY IS BASED ON EXISTING CORNERS FOUND EN PLACE. THERE IS AN EXISTING UNDERGROUND TELEPHONE LINE RUNNING SOUTHERLY OF AND PARALLEL TO 1I-fE EXISTING COUNTY ROAD. NO. DATE RE 1S1OW PREPARED FOR: LEWIS LAGIGLIA BRAY & CO. COLUMBINE REAL' 1429 GRAND AVE GLENWOOD SPGS., COLORAD PHONE 970-945-6701 FAX 910-945-6758 JOHN A. REEVES, P.E. P. O. BOX 2001 GLENWOOD SPRINGS, CO 81602 COLORADO REG. NO. 4282 IDAHO REG. NO. 1108 June 6, 2001 Mr. Louis LaGiglia 4002 County Road 115 Glenwood Springs, Colorado Dear Mr. LaGiglia, This letter is written to you in response to your request to me for a professional engineer's opinion on the adequacy of the below listed components of an existing garage structure to safely support a proposed second floor you plan to add to said garage storage structure. This structure is adjacent to your residence situated in Spring Valley approximately 21/2 miles north of Colorado Mountain College on County Road 115. It is my understanding the second floor addition will consists of one large room and the ceiling will be supported by trusses capable of carrying 40 pounds per square foot for snow and wind load as designated by Garfield County. A. Scope of investigation: You specifically requested me to investigate the following components of your existing garage structure and determine if these components have sufficient structural integrity to adequately support a second floor on top of said garage structure: 1. Foundation Strength: Is the concrete foundation, that is, the stem walls and footings, of the existing garage structure sufficient to carry the additional load of a second floor and the associated roof structure? Is there evidence of re -bar in the concrete? 2. Wall Strength: Are the wall structures of the existing garage sufficient to carry the additional load of a second floor with the associated roof structure? 3. Floor Strength: Are the ceiling joists of the existing garage structure sufficient to serve as a floor of the proposed second floor. Page 1 of 4 J. A. REEVES You also advised me the roof trusses you have ordered are designed to carry a wind and snow load of 40 pounds per square foot. You further advised me that winds of high velocity frequently occur in your area. A. Descriptions of Existing Structure: The existing structure is 30 feet wide and 40 feet long. The roof is flat. The structure appears to have been built to serve as a mobile farm equipment storage garage with a room and a work -shop area on one side of the building. Approximately 22 feet of the 40 foot length of the structure serves as the mobile equipment storage garage and remaining 18 feet of the 40 ft. length serves as a work shop area. The entire garage structure appears to have been built with the anticipation of building a second floor on the garage structure, as the original construction standards are more than adequate to support an additional floor on top the existing building. Facing the front of the garage are two 9 foot garage doors and on the left hand side is an access door for entrance into the work area. The garage is 30 feet wide to accommodate trucks or other equipment. The building has a concrete floor. No cracks or evidence of any failure or settling in the concrete floor were observed. The floor has been given the acid -test to time, as it is in excellent condition. Concrete Foundation, footing and stein walls -- The concrete stem walls are 8 inches thick to accommodate 8 inch concrete blocks. It was determined that re -bar was used in the concrete, as a magnetic needle on a Brunton Compass showed marked deviation when placed next to the wall. No cracks or deficiencies were observed in the concrete and concrete block construction . The concrete and block work appears to be in excellent condition. Ceiling Joist Support Beams --Two 10" x 12" beams, comprised of five , 2" by 12" wood boards nailed together to make a single beam run laterally or parallel to the 40 foot watt to support the ceiling joists. These two beams are supported at the ends by 6' x 12" wood columns in the exterior walls to transfer the beam -load to the concrete block foundation. In addition two 3 inch diameter steel pipes serve as additional columns in the garage area, and the wall between the garage area and the work area also serves as a column to support the beams. The two 3 inch steel pipes have a bearing plate and are attached to the concrete floor. It might be well to consider painting these posts with a conspicuous color to assure they are not damaged by vehicles when parking in the garage. No evidence of dry rot was observed on any of the wooden structure. The interior wall separation between the work area and the garage area which support the other one third of the beam which the ceiling joists lie -on are concrete block. The exterior walls consists of a concrete stem wall on the two sides with concrete blocks with 2" x d" studs for framing the garage. The back wall which lies against a hill and Page 2 of 4 J. A. REEVES • consists of concrete blocks with 2-4 wooden studs for the support of the rear back wall. Ceiling Construction — Ceiling joists consists of 2" x 10' wooden boards on 16 inch centers. Every other joist has two 2" x 10"boards nailed together skin to skin to give greater strength. Soil Stability -- Soil material was excavated adjacent to the foundation and the footing for the stem wall was measured to be 24 inches wide and 6 inches thick. Soil in the area consists of rocky, colluvial type material and this soil material appears to be more than adequate for supporting the footings. It is the writer's experience that this footing is adequate for this type of structure. B. Design Roof Load Structure: The following criteria was used for designing roof load. Since the roof is a truss structure, all of this load is transferred to the side walls; Live Load on Roof, snow and wind = 40.0 psf Dead Load, wood shingles = 3.5 " 15 # felt = L5 " 5/8 plywood = 1.8 " Roof Trusses = 3.4 " 12" insulation = 3.6 1/2' Sheet Rock Finish = 2.2 " Total = 56.0 psf C. Criteria for Floor load structure: Assume 125 pounds per square foot D. Total Load on End Walls: Assume the center posts are not removed and the supporting wall between garage and work area is not removed. Total Load = 56 psf Load on end walls = 56 x 30 x 40 = 67,200 pounds Load on each wall 472,000/2 = 33,600 pounds Bearing area of walls = 8/12 x 30 = 20 sf Load on walls = 11.7 psi Page 3 of 4 J. A. REEVES E. Examination for dry rot: While not included in your request, spot examinations were made for dry rot and none were observed the time of inspection. F. Conclusion: I have inspected the foundation, including concrete footings and stem walls; the exterior walls and support columns; and the ceiling joists and support beams with associated columns, and have determined the garage, as it presently exists, has the structural integrity to support the addition of a second floor on said garage structure for utilization for residential purposes. The above assumes the building contractor who is hired to construct the second floor will use normal construction practices which are presently used in Garfield County and makes no changes in the existing support structure. If you have any questions do not hesitate to call me. Sincerely, john A. Reev Colorado Re Page 4 of 4 Louis M. and Donnalyne LaGiglia 4002 County Road 115 Glenwood Springs, CO 81601 BUILDING PERMIT APPLICATION May 4; 2001 Garfield County Building and Planning 109 81 Street Glenwood Springs, CO 81601 Attn: Arno Ladies and Gentlemen: Enclosed please find sketch plans for new gable roof and storage room to be added to existing garage. Also enclosed is a copy of improvement location survey. 1 can be reached at the following numbers: Work- 963-2581 Cell Phone- 948-5525 Horne- 945-6222 Very truly yours, Louis M. LaGiglia Ceicivi-bt Co PG/ r :Op L. 1