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Home My WebLink About5553 • • 1 N 5553 GARFIELD COUNTY BUILDING, SANI7A 77ONand PLANNING DEPARTMENT 109 Sth Street Suite 303 Glenwood Sprioga, Colorado 81601 (303) 945-8212 Job Address 5320 County Road 154, Glenwood Springs NaturcofWork Building Permit UscofBuilding Office & Shop Owner C & C Properties Contractor Owner Amount of Permit $ 193.05 - Date June 9, 1995 Permit: 117.00 Plan . 76.05 Paid $76.05 6 -2 -95 S. Archuleta Clerk ■ cot 6 K2 ¶ys C 7 C BAJILDING PERMIT APPLICATION C j JgcKSOr wo /hr's. ^ GARFIELD COUNTY, COLORADO Applicant to complete numbered spaces only. PERMIT NO. CS PARCEUSCHED NO. JoaAOEREss 3 aQ C O-C- [ 4 /S 5' £4w ce'c iLciren, /f 1 LEGAL LOT NO. BLOCK SUBDIVISION v56d177.nr /yJe- ar�d�2ta4 DESCR, , y ls eT o 2 OWNER C "lc Meer I /e.. ADDRESS 7/70 ts , fl . P ✓ + y { JIIK. PH. S6yrc-c, 3 CONTRACTOR / A ADDRESS PH. LICENSE NO. 4 ARCHITECT OR DESIGNER // ADDRESS PH LICENSE NO 5 ENGINEER Ai ADDRESS PI1. LICENSE NO. / 6 S.F OF BUILDING {J. Q G $ Al S.F OF LOT /3� rJ de Sp / -, HEIGHT / NO. OF FLOORS l 7 USE OF BUILDING d ir( Si e" p/0 8 CLASS OF WORK: °NEW °ADDITION r$ TERATION &E °MOVE °REMOVE g DESCnIDE WORK: r,7 /a-rye S / / ��'fP 4'C✓ TGS� /ed i dicArccs #'/eX ri? G4_,, /. // r doc' f • cOC.- /eel Cale- 1 C/Co'/, arsta4L r.e.- >ef . fAce -/N /e.m/v., f 7 10 GARAGE SINGLE DOUBLE CARPORT SINGLE DOUBLE DRIVEWAY PERMIT ON SITE SEWAGE DISPOSAL PERMIT SITE PLAN ` 11 VALUATION or WORK: $ /4,erdC f ADJUSTEDVAL.S PLAN CHECK FEE 0 5 PERMIT FEE // C" SPECIAL CONDITIONS: AlyyGec/ IcYYJt'ovC•i sl/C /l� for •,47tz /fie SCHOOL IMPACT FEE "07 NO. OP BUILDINGS ON USE OF BUILDINGS NOW ON Q I/ 1 PARCEL PARCEL / TOTAL FEE • 3. 5 • OCC. GRQ- Z C TYPE r NOTICE WATER SUPPLY DATE PERMIT ISSUED 6 -7 -/ S SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, HEATING, VENTILATING OR AIR CONDITIONING. / SPECIAL APPROVALS REWIRED RECEIVED Nor REQUIRED THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS ZONIING y NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. HEALTH DEPT. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO SE TRUE AND CORRECT. ALL PROVISIONS of LAWS AND ORDINANCES FIRE DEPT. GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE SOIL REPORT AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATI> CONSTRUCTION OR THE PERFORMANCE OF SETBACKS CONST• _ __20N. . - s _ t • . " - �'1f/NL_' D...4 . ' •. S air FLOOD FWARD Sign. . „ a •irontraelor "zee) ir r n. lndl�rs[o notice above — 4 ,.v .M . � r�d� MANUF, HOME tiding Dela:U �% •ro data. if' Planning Department Approval/dale ` OTHER AGREEMENT PERMISSION IS 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 IN 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 30.28.201 CRS AS AMENDED. THE SIGNER FURTHER AGREES THAT IF THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPLIED WITH IN THE LOCATION, ERECTION, CONSTRUCTION AND USE OF THE ABOVE DESCRIBED STRUCTURE. THE PERMIT MAY THEN BE REVOKED 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 THE CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FROM PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN IN VIOLATION OF THIS CODE OR ANY OTHER 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 LIABILITIES BY GARFIELD COUNTY FOR ERRORS, OMISSIONS OR DISCREPANCIES. THE RESPONSIBILITY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICALLY WITH THE ARCHITECT, DESIGNER, BUILDER AND OWNER. COMMENTS ARE INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS INTEREST. Garform.003 I HEREBY ACKNOWLEDGE THAT 1 HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE IN IAL C 9d ' 2G.DS 6 -a -13 II GARFIELD COUNTY BUILDING AND PLANNING NOTICE A COPY OF THIS PLAN REVIEW IS ATTACHED TO THE OWNER'S OR CONTRACTOR'S COPY OF THE APPROVED PLANS. THIS PLAN REVIEW IS PROVIDED IN CONJUNCTION WITH OR IN PLACE OF REDLINING THE APPROVED PLAN. IT IS THE RESPONSIBILITY OF THE OWNER AND /OR THE CONTRACTOR TO CLOSELY REVIEW THE PLAN REVIEW AND VERIFY THAT ALL CORRECTIONS NOTED ARE BROUGHT INTO COMPLIANCE WITH CODES ADOPTED BY GARFIELD COUNTY. THE ISSUANCE OR GRANTING OF A PERMIT OR APPROVAL OF PLANS, SPECIFICATIONS AND COMPUTATIONS SHALL NOT BE CONSTRUED TO BE A PERMIT FOR, OR AN APPROVAL OF, ANY VIOLATION OF ANY OF THE PROVISIONS OF ANY CODE, ORDINANCE OR RESOLUTION OF GARFIELD COUNTY. PERMITS PRESUMING TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF CONSTRUCTION CODES OR OTHER ORDINANCES OR RESOLUTIONS OF GARFIELD COUNTY SHALL NOT BE VALID. THE ISSUANCE OF A PERMIT BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE CHIEF BUILDING OFFICIAL FROM THEREAFTER REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA, OR FROM PREVENTING BUILDING OPERATIONS BEING CARRIED ON THEREUNDER WHEN IN VIOLATION OF CODES, ORDINANCES OR RESOLUTIONS OF GARFIELD COUNTY. (Authority under the 1988 Uniform Building Code Section 303 (c). titled: Validity of Permit.) THE REVIEW OF THE SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY RESPONSIBILITIES OR LIABILITIES BY GARFIELD COUNTY FOR ERRORS OMISSIONS OR DISCREPANCIES. THE RESPONSIBILITY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICALLY WITH THE ARCHITECT, DESIGNER U LDER AND OWNER. COMMENTS AND NOTATIONS ARE INTENDED"TO C NSTRUCTIVE AND IN SUPPORT OF THE OWNERS INTEREST. Art Hougland, of Building Official PRNOTICE 109 8TH STREET, SUITE 303 • 945 8212/625- 5571/285 -7972 • GLENWOOD SPRINGS, COLORADO 81601 CIF.1r.rn NAI. UPON n ny„ r n kk.4' ; 114 PA' noTgo INSPECTIONS 0 C enotrerfre' CCiriPti wrowUr Or.f4 CP0(1/177 Pago , • COlr • Garfield County Building & Planning Department 109 Eighth Street, Suite 303 Glenwood Springs, CO 81601 (303) 945 -8212 Plan analysis based on the 1988 Uniform Building Code Project Number: Name: C & C Properties Address: 5320 County Road 154, near Glenwood SP. Date: June 7, 1995 Contractor: Same Occupancy: B2 Designer: Same Type of Const: V -N Engineer: None indicated Plans Examiner: Art Hougland NOTE:The code items listed in this report are not intended to be a complete listing of all possible code requirements in the 1988 UBC. It is a guide to selected sections of the code. Report created using Plan Analyst software by b w & a. (719) 599 -5622 Portions of the material contained in this program are reproduced from the Uniform Building Code ( 1988 edition) with permission of International Conference of Building Officials FL NAME OCC MAX FLR AREA ALLOWED RATIO STATUS 1 Office B2 ok 288 Interior finish only 1 Showroom B2 ok 312 Interior finish only 1 Bathroom B2 ok 30 Interior finish only 1 Warehouse B2 ok 480 Interior finish only 1 Warehouse B2 ok 640 Interior finish only 1 Accessory areas B2 ok 90 Interior finish only TOTAL FOR FLOOR 1840 Allowed area not checked BUILDING TOTAL 1840 Allowed area not checked Page # 2 Code review for: Project Id.: C & C Properties Address: 5320 County Road 154, near Glenwood SP. OTHER BUILDING ELEMENTS Table 17 -A ELEMENT MATERIAL RATING NOTES Interior Bearing wall Any 0 hr Interior nonbrg wall Any 0 hr Structural Frame Any 0 hr Exterior Struct Frame Any 0 hr See footnote #1 Floor /Ceiling Assembly Any 0 hr Roof /Ceiling Assembly Any 0 hr Stairs Any None FOOTNOTES: 1) Minimum on exterior side also based on exterior brg. wall requirements. DRAFT STOPS: If there is combustible construction in the roof /ceiling assembly, draft stops shall be installed so that the area of concealed space does not exceed 3000 square feet and so that the horizontal dimension between stops does not exceed 60 feet. -- Sec. 2516.(f)4.B.(iii) OCCUPANCY SEPARATIONS None required ADDITIONAL SEPARATIONS FOR B2 OCCUPANCY: A lhr occupancy separation is required around rooms containing a boiler or central heating unit greater than 400,000 BTU input. -- Sec. 708. Storage areas in excess of 1000 sq.ft. are required to be separated from the retail area by a lhr occupancy separation. -- Sec. 702.(b)2. EXIT REQUIREMENTS: FL NAME OCCUPANT NUMBER EXIT PANIC RATED DOOR NOTES LOAD REQUIRED WIDTH [ft.] HDWR CORRIDOR SWING 1 Office 3 1 0.1 No No N/R 1 Showroom 10 1 0.2 No No N/R 1 Bathroom * 0 1 0.0 No No N/R 1 Warehouse 1 1 0.0 No No N/R 1 Warehouse 1 1 0.0 No No N/R 1 Accessory areas * 1 1 0.0 No No N/R TOTAL 15 1( 1) 0.3( 0.3) No No N/R Page # 3 Code review for: Project Id.: C & C Properties Address: 5320 County Road 154, near Glenwood SP. * NOTE: This area is being treated as an accessory for occupant loads. -- Sec. 3302.(a) exception Door swing is based on Sec. 3304.(b) except as noted. Occupant load is based on Table 33 -A. Number of exits is based on Table 33 -A except as noted. Exit width is based on Sec. 3303.(b). FOOTNOTES: HANDICAPPED ACCESS: 1) Handicapped access is required to at least one primary entrance to this building. -- Sec. 3301.(e) & Table 33 -A 2) If a ramp is used for handicapped access, the max slope is 1:12. -- Sec 3307.(c) Provide a landing within 1 inch (1/2 inch at doors used for handicap access) of the threshold. -- Sec. 3304.(h) The minimum width is same as door width and the minimum length is 44 inches. - - Sec. 3304.(i) The maximum travel distance in this building is 150 feet. - - Sec. 3303.(d) AUTOMATIC. SPRINKLER SYSTEMS: If openings are not provided in each 50 feet of exterior wall or there is floor area more than 75 feet from an exterior opening, an automatic sprinkler system is required. -- Sec. 3802.(b) If there are 100 or more sprinklers, the automatic sprinkler system shall be supervised by an approved central, proprietary, or remote station service or a local alarm which will give an audible signal at a constantly attended location. -- Sec. 3803. STANDPIPE REQUIREMENTS: There is no requirement for a standpipe. -- Table 38-A A hose is not required. -- Table 38 -A FOOTNOTES: 1) The location is to be per Sec. 3805.(c),(d),and /or(e) Page # 4 Code review for: Project Id.: C & C Properties Address: 5320 County Road 154, near Glenwood SP. WALL AND CEILING FINISH: 1) Wall and ceiling finish materials are required to comply with Sec. 4204.(a) and Table 42 -B. 2) Carpeting on the ceiling is required to have a Class I flame spread rating. -- Sec. 4204.(b) 3) Textile wall coverings shall have Class I flame spread rating. and shall be protected by automatic sprinklers or meet the acceptance criteria of U.B.C. Standard No. 42 -2 -- Sec. 4205. INSULATION NOTES: 1) All insulation material including facings are required to have a flame - spread rating of 25 or less and a maximum smoke density of 450 unless it is in a concealed space and the facing is in contact with a wall or ceiling. -- Sec. 1713.(c) exc. #2 2) Foam plastic insulations are required to be protected. -- Sec. 1712. GLAZING REQUIREMENTS: 1) All glazing in hazardous locations is required to be of safety glazing material. -- Sec. 5406.(d) ADDITIONAL REQUIREMENTS: For B2 occupancy In all areas customarily occupied by humans, provide natural or artificial light and ventilation. -- Sec. 705. C07 o • Page # 5 Code review for: Project Id.: C & C Properties Address: 5320 County Road 154, near Glenwood SP. If water fountains are provided, one must have a spout within 33 inches of the floor and up -front controls. -- Sec. 511.(c) HANDICAPPED TOILET FACILITIES: 1) All doorways leading to a toilet room for handicapped are required to provide 32 inches clear width. -- Sec. 511.(a) 2) Provide 44 inches clear on each side of doorways. -- Sec. 511.(a) 1. 3) Provide a. 60 inch diameter clear area within the toilet room(s). - - Sec.511.(a)2. 4) Provide a clear area 42 inches wide and 48 inches long in front of at least one water closet. If in a compartment and door is on the side, provide a clear access width of 34 inches. Door may not encroach into clear area. -- Sec. 511.(a)3. 5) A 48 inch access width is required to the handicapped compartment. - - Sec. 511.(a)3. 6) Grab bars are required behind and on one side or on both sides of handicapped water closet. Side bar is required to be 42 inches long (min) and extend 24 inches in front of water closet. Rear bar is to be 24 inches long in a room or 36 inches long in a compartment. The top of the bars are to be 33 to 36 inches above the floor. -- Sec. 511.(a)5. 7) Provide a clear area under at least one lavatory. 30 inches wide X 29 inches high X 17 inches deep minimum. -- Sec. 511.(b)1. 8) The bottom of one mirror, opening of a towel fixture, and disposal fixture is required to be within 40 inches of the floor. -- Sec. 511.(b)2. &3.. 9) The top of the seat on the water closet is required to be 17 to 19 inches above the floor and cannot be sprung to return to the lifted position. - - Sec. 511.(a)4. • Garfield County Building & Planning Department 109 Eighth Street, Suite 303 Glenwood Springs, CO 81601 (303) 945 -8212 Plan review based on the 1988 Uniform Building Code Project Number: Name: C & C Properties Address: 5320 County Road 154, near Glenwood SP. Date: June 7, 1995 Contractor: Same Occupancy: B2 Designer: Same Type of Const: V -N Engineer: None indicated Plans Examiner: Art Hougland Report created using Plan Analyst software by b w & a. (719) 599 -5622 Portions of the material contained in this program are reproduced from the Uniform Building Code ( 1988 edition) with permission of International Conference of Building Officials SHEET IDENTIFICATION CORRECTION REQUIRED 1 Plan Exist. Warehouse: Provide 1 exit(s) from this area. -- Table 33 -A & Sec. 3303.(a) 2 Plan No information provided: Provide a landing on both sides of door. Note: The step & size requirements. -- Section 3304.(i) & (j) 3 Plan No information provided: The exits from this area do not provide the minimum required width. -- Sec. 3303.(b) 4 Plan No information provided: Provide handicap access to the building. -- Sec. 3301.(e) & Table 33 -A 5 Plan Not indicated on plan: At least one toilet for each sex is e$5 jM,y'i required to comply with the handicap requirements. 402140)(d& -- Table 33 -A and Sec. 511. 6 Plan Not indicated on plan: The require 0 inch clear area is not provided in this t et room. -- Sec. 511.(a)2. 7 Plan Not indicated on plan: vide a 48 inch clear access width to the han plan: compartment. -- Sec. 511.(a)3. 8 Plan Not indicate on plan: Provide the required 48 inch clear space in front of one water closet. -- Sec. 511.(a)3. 9 Plan Nnd ated on plan: Provide the required 42 inch clear width / at one water closet. -- Sec. 511.(a)3. 46 1J07 /2<Cfr'R'3y !3/c egvS /JO C /1847 !S n9oc TU /lfriiroGn c.7 ee eoP lO q Page # 2 Required corrections for: Project Id: C & C Properties Address: 5320 County Road 154, near Glenwood SP. # SHEET IDENTIFICATION CORRECTION REQUIRED 10 Plan Not indicated on plan: Providthe required 29 inch height, 30 inch clear wid , & 17 inch clear depth under at least one 1 tory. -- Sec. 511.(b)1. 11 Plan Not indicated on n: Provide at least one mirror with the bot om within 40 inches of the floor. -- Sec. 12 Plan Not indicated on plan: Grab bars need to be shown on the plans that comply with section 511.(a)4. 13 14 Plan Not ind. for Shed Roof: Show all design loads used in the design of this building on the plans. (snow, wind, seismic, live, etc.) -- Chapter 23 15 Plan Build.Insp. to verify: This beam is not supported to the foundation. Jc s5/" stuo5 y" or rsttrp rc r'ort, 5t91 16 Plan See attached information: These rafters are over the maximum allowed span. -- Sec. 2517.(h) 2. w its Cc r1 0901 /ft'C DdvOo C r Tots :0 - • • Project Number: Name: Address: Date: June 7, 1995 Beam ID: Shed roof for C &C Properties @ 5320 C.R. 154 BEAM SPAN= 16.0000 Feet. Uniform Load The plf on the beam is 40.0 L.L and 10.0 D.L. Note: Based on top edge having continious lateral support. HEM -FIR #2 Size = 1 - 2 X 8 Used REPETITIVE MEMBER bending. Increase in allowable for duration of load = 15 % BENDING ALLOWED = 17378.5 inch /lbs ACTUAL = 19200.0 inch /lbs MEMBER OVER STRESSED SHEAR ALLOWED = 625.3 pounds ACTUAL = 369.8 pounds Shear OK DEFLECTION L /180 = 1.0667 inches L/240 = 0.8000 inches L/360 = 0.5333 inches ACTUAL Total Load Deflection = 1.1056 inches ACTUAL Live Load Deflection = 0.8844 inches NOTE DEFLECTION NOr/E: Root'? Cony- Vtna,- per / P conec19Het i • • Project Number: Name: Address: Date: June 7, 1995 Beam ID: Shed roof for C &C Properties @ 5320 C.R. 154 BEAM SPAN= 15.5000 Feet. Uniform Load The plf on the beam is 40.0 L.L and 10.0 D.L. Note: Based on top edge having continious lateral support. HEM -FIR #2 Size = 1 - 2 X 8 Used REPETITIVE MEMBER bending. Increase in allowable for duration of load = 15 % BENDING ALLOWED = 17378.5 inch /lbs ACTUAL = 18018.8 inch /lbs MEMBER OVER STRESSED SHEAR ALLOWED = 625.3 pounds ACTUAL = 357.3 pounds Shear OK DEFLECTION L /180 = 1.0333 inches L/240 = 0.7750 inches L/360 = 0.5167 inches ACTUAL Total Load Deflection = 0.9737 inches ACTUAL Live Load Deflection = 0.7790 inches NOTE DEFLECTION • • Project Number: Name:, Address: Date: June 7, 1995 Beam ID: Shed roof for C &C Properties @ 5320 C.R. 154 BEAM SPAN= 15.0000 Feet. Uniform Load The plf on the beam is 40.0 L.L and 10.0 D.L. Note: Based on top edge having continious lateral support. HEM -FIR #2 Size = 1 - 2 X 8 Used REPETITIVE MEMBER bending. Increase in allowable for duration of load = 15 % BENDING ALLOWED = 17378.5 inch /lbs ACTUAL = 16875.0 inch /lbs Bending OK SHEAR ALLOWED = 625.3 pounds ACTUAL = 344.8 pounds Shear OK DEFLECTION L /180 = 1.0000 inches L/240 = 0.7500 inches L/360 = 0.5000 inches ACTUAL Total Load Deflection = 0.8540 inches ACTUAL Live Load Deflection = 0.6832 inches NOTE DEFLECTION _ .11 • 4 o ' k . TO 77. --- t ' 1 61-11--- c / - 9,_-- - 1 14- I e e t ) 1,2 1 i ....\-,.. ) -r 1 4-16 ill 24 l „ 1 -x / 0 f 1 \ i c . • _-- :i V Warehouse Showroom 77 9 4.1. , ] - , 13 ---ii r (9 ( ---- fry) kil 12 ---)1- - — - , „ — , \ sr . / tl_ _ . a . i •-•", .. ..--- 1 - Li 1/4, 7, , 17/ 1 16 s 11 i ll __ , ■ _ , ) Work Bench C —_ E Ma/ _., ,,,,,:,q F ,,,,,,./2,,,..„ / c, 0 „Hi: t‘ ----- . , COZY CORNERS 5320 ROAD 154 Existing Shed Roof --_------ 2 X 8 Rafters 24" apart \ / Steel Girder 3J4" plywood sheeting \ \ , I= f — ter` `.. __ - - 1 ' Existing . I 3 es. 2 x 10's staggered over 40' length Steel Building (lashed to rafters with metal straps and lashed to studs with metal plates and metal snaps) 11• • 4 x 4 studs (6 studs spaced 96" apart) t (metal base plate on bottom) 4" Rehicrced Concrete Slab � ' —•I 2al e ' x ac h s squtuare d over 3" Gravel Base \ 1 '\ \ EZ Concrete Base ` 1 Existing concrete flocs I 16• 1 Shed Area 40' x 10' 4 • J ..- cr) 4: i I I It x iciotoc it s ; W yo7,...,a,/„0 d i 1 1 p, o ■ II Y ti uc.c f- ' , k k ti1 v N: il _ .1 it- \ . 1 : Ze e "'CC -Oiriltie2. ,/ A_ h j '1 •I r rs �}. & I S /N� =a-r . , J - 4,-/- /w.--c) ■ t S c - 4J `,' y c Q\ 1 L — — — / 1 0 pp C1 b j\ M 4i I i ., TArT pdo2 • , Or -.rear' T yr3 LO I i - I + ' r r .,30 ,r-a d -.if" c'o sr Gt e-- Dart ce �D . X V / / S74 4a,la -. _XLr',9 /LCp 6rc keel ' (r�-is i eei td . t ` c_ Tv- e4 ce W - f 2 /�sC r 7/., ( p' -7-rz,-. �y�y • • Sec. 104. (b) Additions, Alterations or Repairs. The present wording in this section will allow existing buildings to be altered, repaired or modified without complying with all provisions of the code as long as the new work complies with the code. The code . also intends that the new work will not make the existing building unsafe nor should the new work cause any portion of the existing building to be in violation of the code. For example, any new addition or new alterations should not remove or block existing exits. There are two separate provisions which relate to limiting any altered building to the height, number of stories and area specified for new buildings. At first, these two provisions seem to create a redundancy, but further study reveals that the first addresses the specific case of a change in occupancy and would apply even if no alterations or additions were made to the existing building. The second provision has the effect of not permitting an addition to an existing building if the existing building already is nonconforming due to excessive height, number of stories or area. Section 104 (b) also intends to permit additions or alterations to existing noncomplying buildings only when such additions or alterations will result in conditions no more hazardous than existing conditions. tt�tie�r �r �� SSS hV ii In. d1tIMS Wifitl � Neil THIS CARD IS POSTED ON THE JOB 24 HOURS NOTICE REQUIRED FOR INSPECTIONS BUILDING PERMIT . A FIELD COUNTY, COLORADO Date Issued 9 . .... FIELD Area Permit No 5 � 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 describe ' t ucture, the permit may then be revoked by notice from t Bu' i In cts a I 1 LATELY BECOME NULL AND VOID, Use �� - _'' Alb Address o Legal n 1 1, - n F Owner ) / le Contractor 0 WA,J ea Setbacks Front Side Side r e R a This Card Must Be Posted So It Is Plainly Visible From the Street Until Final Inspection. INSPECTION RECORD Zoning Roof Covering Electric -Final (by STATE inspector) Footing c S F o¢ — Foundation Plumbing- Underground Gas Piping Heating Ventilation Frame 4. / Insulation Plumbing -Rough � �4-� ,; Drywall to- - 9s 2,,/ Electric -Rough (by STATE inspector) Final _ A ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING — WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. THIS PERMIT IS NOT TRANSFERABLE Phone 945 -8212 109 8th Street, County Courthouse, Glenwood Springs, Colo. APPI, E D DO NOT BEST OY THIS CARD 4 ) Date /'} a ,: BY /p