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HomeMy WebLinkAboutMaster Application & PermitNo. 6910 GARFIELD COUNTY BUILDING, SANITATION, and PLANNING DEPARTMENT 109 Sib, Street, Suite 303 Glenwood Springs, CO 81601(970) 945-8212 y� Job Address 7/A477 etz / ) (, -2 , V /6, 3 Nature of Work Building Penn 4 Use of Building 'i.C" u- 4-C, ' ' + ,7 J /j 'Q Owner Contractor Amount of Permit$ fe,44,A2-6 173.E 7x%6.7 f Date! C� Clerk Aug -11-98 01:47P Stella Archuleta 970-945-7785 P_02 GARFIELD COUNTY BUILDING PERMIT APPLICATION TELEPHONE: {970}945-8212 GARFIELD COUNTY (GLENWOOD) SPRINGS), COLORADO 1NSPECTiON LSNE: (970) 945-9159 Applicm3tIncomplete numbered only. PERMIT NO. Lt, I L' PARCELlSCHEDULE NO. /01) ADDRESS: LOT NO. BLACK NO. C ENI ..),„ PA6V. /OD CL-4.vl- - e_ a <V/L---,.3 SUBDIVISION/EX / --- SUBDIVISLONNEx wfIoN 2 3 4 5 6 °— l -I4 iG LLC, Anoapta4 1 R.�3e LA+" 1/4 G /fAG6 Pa 3-1- b/'1 .. cvMutyna r� AMMO4 UC Efts_ 1 c7 ir44.44,t RJ «- °Abut 6.3 $ G f z$ 763 .."..a.aumm 4:.gDo e0..rOFLir Miecatr Z31/0 NO o.ei.ovae / v8a.aMUMNo a/146 N 0g4.K 7 8 CLAN OF MOLE tOMNii4iiikwr Ar Ar (.I nAseotom au.7Unnea 9 10 IMP GARAGE OIaaa., anerVIVA Y1tlf T VALVAmsf OP MOW r wt.....a x..:ELP,- el -I, 0 •sr — - 1, Oso SE~ ►t 0v0 f 4, 900 sr" Q . ? / / 1 Y,25 , oaa 1,(fflrfPF*117131‘ MOTB FLU. I APRT VAWA7apFt10•'y" 27 I7 / tJrJ NOTICE A SEPARATE ELECTRUCAL PEAMIr IS REQUIRED AND MUST BE ISSUED BT THE STATE OF COLORADO. TILS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHOR1 ) IS NOT COMMENCED WAIN 110 DAYS, 011 IF CONSTRUCTION OA WORK IS SUSPENDED OR ABANDONED IVR A PERIOD OF 110 DAYS AT ANY TINY$ AFTER WORK I8 COMMENCED. I HEREBY CERTIFY THAT I HAVE READ Ant EXAMITNED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT, All, PROVISIONS OP LAWS GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WS'HW1Bi1TER. SPECIFIED HEREIN OR NOT. THE CRAWLING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY 0711E11 STATE OR LOCAL LAW REGULATING STRUCITON OR THE PERFORMANCE OF CONSTRUCC[O elfleVe R Date S/40791, Sitwwa .:(Owner, Caetractarar amiliotted mom Emusnal Gad mulamood aatice abur., >��9g. PIS Dept, APPREvaliDee PLAN CHECKFEE /- 9/ 1998 PERM TC FEE: G' ,�1 :i S TOTAL PFS: / f 6/3 . L DATE PERMIT L55UEt} OCC; GROUP: s— ZONING: MANU. HOME: CONST: TYPE: SETBACKS: N ]SDS NO. & FEE: 6 D PERM I .cn ON ISSTON S HER ANDEBY ( ANTED 10 THE APPLICSPECIFICATTONS M[ ANT FS] TSO OWNER,CVIH NT BY E AGENT OF THE CONTRA ✓ O U CONTRACTOR OR OWNER TO CONSTRUCT THE. STRUCTUREAT IN CONSIDERATION OF THE ISSUANCE OF 1103 PERMIT, TL$ SEWER HEREBY AGREES TO COMPLY W1771 ALL BUILDING CODES AND LAND USE. RE M- ATIONS Anoint() B} GARFIELD COUNTY PURSUANT TO AUfHORIlY GIVEN IN 3021.201 CRS AS AMENDED, 1713SIGNER PITHIER AGREES TILT IF THE ABOVE SAID ORDINANC$3 ARE NOT FULL) COMPLIED WRA IN THE LOCATION, ERECTION. CONSTRUCTION AND USE OF THE ABOVE DESCRIBED STRUCTURE; TIR PERMIT MAY THEN BE REVOICED BY NOTICE FROM THE cowry AND THAT THEN AND THERE IT SHALL EE.COME NULL AND VOID_ THE IssuANCE OF A PERMIT RASED UPON PANS. SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT TRE BUILDING OFFICIAL FROM THEREAFTER REQUIRING TTLF CORRECTION OF ERRORS IN 8ALO PLANS, SPEc1F1CATLONS AND OTTER DATA OR FRO PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN 1T VIOLATION OFTIBS CODE OR ANY 0711E0t ORDINANCE OR REGULATION OF THIS IURE5DICTION_ THE REVIEW OF THE SUBMITTED PTAN3 AND SP£CIPiCAT1O14$ AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY RESPON3MILITIE5 OR UABILTTI$S BY GARFIELD COUNTY FOR ERRORS. OMISSIONS 01) DLSCREPANCTTi9.. THE REIPONSIBLLTry POR THESE ITEMS AND RAPLE lENTATIOT+ OFTHEOWNERS INTEREST. SPECIFICALLY WITH THE ARCHITECT,DESIGNER,BURDERANITOWNER. COMMENTS ARE INTENDED VwTIVEAND >TfSUPpOR7 DURING OWNERS CONSTRUCTION TFAEST.ECONSSER Lrdamoo3 L HEREBY ACKN0WT. DGE THAT I RAVE READ AND UNDERSTAND THE A1+rI ABOVE, (INITIAL) Hougland & Associates 5616 County Road 100 Carbondale, Colorado 81623 (970) 963-2312 Plan analysis based on the 1994 Uniform Building Code Project Number: GarCo17.98 Date: August 16, 1998 Project Name: Eubank project, Shell Bldgs. M,N & 0 Address: 498 Rose Lane, near Carbondale Contractor: Owner Occupancy: Si Designer: Timberline Eng. Construction: II -N Engineer: Project. Timberline Report By: 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 1994 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 ( 1991 edition) with permission of the International Conference of Building Officials. # SHEET IDENTIFICATION CORRECTION REQUIRED 1 C 1 Exterior wall const.: Please note that the distance from the M building to the west end of building G is only 31 feet. This will require this portion of the exterior wall to be constructed as a one-hour fire -resistive wall. Table 5-A IIQULA!W 6 AffOCIATES Consulting In Bufiding and Fire Codes Fire Invesllgalion Hougland & Associates 5616 County Road 100 Carbondale, Colorado 81623 (970) 963-2312 Plan analysis based on the 1994 Uniform Building Code Project Number: GarCo17.98 Date: August 16, 1998 Project Name: Eubank project, Shell Bldgs. M,N & 0 Address: 498 Rose Lane, near Carbondale Contractor: Owner Occupancy: S1 Designer: Timberline Eng. Construction: II -N Engineer: Project. Timberline Report By: 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 1994 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 with the permission of the International Conference of Building Officials. SEPARATION DIRECTION BOUNDARY AREA INCREASE FIRE PROTECTION NORTH Public way 44.0 Feet 32.0 Feet EAST Building 45.0 Feet 20.0 Feet SOUTH Building 30.0 Feet 15.0 Feet WEST Public way 35.0 Feet 23.0 Feet Allowable area increased 50.% for open area on 4 sides.: -- Sec. 505.1 TOLE/PAX (07O) 063.1311 / 5816 COUNTY ROAD 100 / CARDONDALE COLORADO / 01 013 Page # 2 Code review for: Project Id.: Eubank project, Shell Bldgs. M,N & 0 Address: 498 Rose Lane, near Carbondale FL NAME OCC MAX FLR AREA ALLOWED RATIO STATUS 1 Warehouse bldg. M S1 ck 1950 18000 0.11 ok 1 Warehouse bldg. N S1 ok 1950 18000 0.11 ok 1 Warehouse bldg. 0 S1 ok 3000 18000 0.17 ok TOTAL FOR FLOOR 6900 18000 0.38 ok BUILDING TOTAL 6900 18000 0.38 ok The actual height of this building is 29. feet. The maximum height of the building is 55. feet. -- Table 5-B Page # 3 Code review for: Project Id.: Eubank project, Shell Bldgs. M,N & 0 Address: 498 Rose Lane, near Carbondale EXTERIOR WALL FIRE RATINGS AND OPENING PROTECTION Table 5-A NORTH For Bearing Non -Bearing Opening Construction Parapet Occupancy Wall Wall Protection Material Required Si 0 hour 0 hour None Non -Comb No FAST For Bearing Non -Bearing Opening Construction Parapet Occupancy Wall Wall Protection Material Required S1 0 hour 0 hour None Non -Comb No SOUTH For Bearing Non -Bearing Opening Construction Parapet Occupancy Wall Wall Protection Material Required S1 1 hour 1 houi None Non -Comb No WEST For Bearing Non -Bearing Opening Construction Parapet Occupancy Wall Wall Protection Material Required Si 0 hour 0 hour None Non -Comb No None -- No fire protection requirements for openings. 3/4 hour --- Openings are to be protected with 3/4 hr fire assemblies. 50% of the area of the wall maximum. -- Table 5-A, Page # 4 Code review for: Project Id.: Eubank project, Shell Bldgs. M,N & 0 Address: 498 Rose Lane, near Carbondale Footnote 5 & Sec. 503.2.2 Maximum single window size is 84 sq.ft. with no dimension greater than 12 feet. -- Sec. 713.8 Not Allowed -- Openings are not permitted in this wall. OTHER BUILDING ELEMENTS Table ELEMENT Interior Bearing wall Interior nonbrg wall Structural Frame Exterior Struct Frame Floor/Ceiling Assembly Roof/Ceiling Assembly Stairs MATERIAL RATING Noncombustible Noncombustible Noncombustible Noncombustible Noncombustible Noncombustible Noncombustible 0 hr 0 hr 0 hr 0 hr 0 hr 0 hr None 6-A NOTES See footnote #1 FOOTNOTES: 1) Elements in an exterior wall located where openings are not permitted or where protection of openings is required, shall be protected against external fire exposure as required for exterior bearing walls or the structural frame, whichever is greater. -- Table 6-A, footnote 1 crqd 7b'etrancy2g-- fl� it I_dm-.� r .c .�.e•,1.e , ",v , "1,D ,, 1, o 3 7 r 2 S 76'4, 7 ,, „�,,, I � 4e + a 7 , J'/ 4 4. 4( 2 4,1`f7 -Qs- ,6-.7 3 , S'73. 5'a lig I1 rl 45 7 L a��Sg3.Sa ctS PL 4A- clt_.A_u_ q57 c 1602.25+ 1602.25+ 1087.25+ 7154.50+ 1147.25+ T 12593.50+ 1041.45+ 1041.46+ 706-71+ 4550.42+ 745.71+ T 3185.76+ 0.c 12593.50+ 8185.76+ T 20779.26+ age 47r/ eszre // c'/, P s� 1 „9 6t7 8.1-4/f. ,4i O w/fSE /Ov?OO /°1f/0( 6A/6-1 /1? -- 3100 31,0 '1"0- 0aa /g/o 13/re 3aoo ,: ,'mss x r ' - - "ia7q71�o -17 p /u (91 919.0 o A4169, / 96 74- /WM , Y ltd 7E9 440X 4.ui "Q /.s gimes&//0( See Dario eths l m/Agvo,w/, ditJ 1Zgicuis 2iG 'dd +e P" 1,18 Ana ' - PG- //61. Ap6 1.1 aq ys , -gi3 t I /QL rr) (',1.1r 4 Ve t� Oct 23 01 11:31e 1 01 0 0 IL En 0 uT >Th on O v> m o O CD csT UI Timberline Engineering 970 993 9003 G1 CDO O` N (C, 0. csi o' O U O m NON U CD on 0 u) U) m 1 03 a O Z— U O w •0 0. NT 0 • 0) 1 / U1 CDPT / W 04 14. L. V •