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Home My WebLink About5081No. 5081 GARPIELD OOUNTY BUILDING, SAHITATIONand PLANNINGDEPARTMEIQT 109 8th Sircet Suite 303 Glenwood Springs, Colorado 81601 303) 9458212 Job Address 4110 County Road 243, New Castle NaturcofWork Building Permit Use of Budding Install Manu. Home on Existing Foundation Owner Darrell L. Reed Contractor Owner Amount of Permit 100.00 Date April 8, 1994 Permit: 100.00 Plan 0- S. Archuleta Clerk n'GAIIFIELI) COUNTY i :.. HI,I.Al'I'LLCATION FOR IIUILIJIIIC I'EMUI17: 111111'T NUMBER c5 Assessor's Tercel. 1 please print or type DATE 4i qY-. TO BE FILLEI UT BY AP1'L.CAIJ'1' „11,0'1' 1'LAIJ ADDRESS V - Anrifecd Ane4 NOTE: Show easements, property line dimension: SUBDIVISION all other structures, specify north, and street FILING A GOT 11 BLOCK N Dame.. For odd shaped lots, or if space is 1 _I TAX SCHEDULE 11 too small, provide separate plot plan. LEGAL (SEC /l'NN /RNG)11 O!' BUILDINGS NOW ON PARCEL A NAPIE I e USE OF BUILDINGS NOW ON !'AUCEL P MAILING ADDRESS r • .led? ci CITY RIIONEga1 a /F'6 - d C- 614 - "L r M NAME T- I nvuliLSS I any ii PRONE LICENSE P CLASS OE WORK EIJ J/ ALTERATION ADDITION ENGLISH REPAIR MOVE MULE (HOME (make /crodel) G&Lrls,,.. t r/ Q Y I•'. OP BUILDING /c f s.r. tJ LOT ' .0.P FLOORS 1 IIEIGII''r OF FANI LY UNITS 11 OF 'BEDROOMS INTENDED USE OF BUILDING IMAGE: SINGLE__ DIR. CARPORT': SINGLE' P11!. FRONT PROPERTY L1NE1REPLACE NUCUtII&RTS Al "1ACI1'STREET NAME /ROIL) RUNUP TEM SUPPLY I I CHECK IF CORNER LOTIPL eli1VEWAY PERMIT I 4 DESC'RIPT'ION OF h'ORIC PLANNED 1' TE PLAN WILDING PLANS 1 _ INIT'AllY SEWER CLEARANCE 1 hereby acknowledge that 1 have read this IN SITE SEWAGE DISPOSAL PERMIT application and the above is correct and 1 I'1' DOCUMENT'S (specify)agree to compli) With all county ordinances piston. rtrAdovsR oe Inweriad nun?. and state laws regulating building constructic 46 fie R Arat /jf) n / to sr /r r'nec •gA v SIGNAT'URE FOR OFFICE USE ONLY VALUATION 4/7/5 FLovo nnzni PERMIT FEE $/00. PLAN CIIGCK t''EE $ Ara CERTIFIED IILUG ELE'VAT'ION I'O'YlL !'EE oo,- SCHOOL IMPACT PEE $SPECIAL CONDITIONS DATE PERMIT ISSUED ONING vi511i1CT PROBLEMS WITH PEIUIIT 1'.1'I'E of OCCUPANCY 773 I'1'PE OC',CONS1'RUCTION fl/'G. JOCt AD INFORMATION NEEDED S.!'.. or noLPING /200 s.r. or LOT MAX..11BIGI1'T ROAD CLASS.CER1'1FJED DY COLORADO REGISTERED LAND SURVEY01 SETBACKS PROM PROPERTY LINE: FRONT OR ENGINEER REAR BIGHT LEFT' O!'!' SWEET PARKING SPACES ! 773aii APPROVED'p APPROVE 1115 , _ __ IJ WING VEI'AIiT ENT 1A'PE p6AR'NifG DEPAR'TME'NT DATE 7 - 077A --- acii0- 6 -1994-•• • ri. N3 \ —ViAtiete.to coupay K 1 ‘ Av 14r1:1, R"fdi -• t\tNt--- 2 Ni 9 4 %.,- ---QS - C ; le.11/47„,••• ‘. 4.i n o Cower” akey rt r.,--,,, ri' !!' , 65.7 !". 7 . 1773 ' E 4.. •;1 nu,'F,2. ir;',T..r: t - 1 4 ',.•# grwl Q. r.t.t.z y49 ,,... .,1 3-- NC.:7 7.-..•..L .. ..:-..7 ::-/Ir]..... TilLE '..:ii LT: :'.! SIM Page of 7 niegear i t_sciferisret. si - ,-it CONaireoP# 0,0 ert...•;:,use os• c *c c era" - 7. 5- 0 retie J ..... s- l -- I i 'c5 , -- to .4- 4. ( 1-1--I IT3 1 6fLecksitz,- i. L j, (j. ti c rte A- fieft LH 1 1If" II it)047 I-1 0 ifrtC. A---_ 1 - t0 et 1 9 LJ i e(41J--to--xL-cimb 6 Ge-3 q// 0 -,-- r'.5 ieee, tiaw (46--zitif-) CI F ----- ft. t.itiAseAzilt:a no NMt1: ath t..- CT rcs1/4___ 1044,,„:ye, t.;,* 1 s ----- N ill at -- I 1 . f - _. Thaa::: sa - - • . '1 : -,;-- ,i ; i 1 - • -j— i -- I1-27 --,1 i 741 1 . a F . : —111 i . tb9( / a : Xmi. AL4--Z7 0 -I r ( scH I7:3 co fr- _JAI 7; 3 fro fr, A Y km tt Z 9/3/2 A z cif pRd,sr0 Project Number:Name: Address:Date: April 8, 1994 Beam ID: Reed residence roof over basement extension. 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 4 Used REPETITIVE MEMBER bending. Increase in allowable for duration of load = 15 % BENDING ALLOWED =4754.5 inch /lbs ACTUAL 19200.0 inch /lbs MEMBER OVER STRESSED SHEAR ALLOWED =301.9 pounds ACTUAL 385.4 pounds MEMBER OVER STRESSED DEFLECTION L /180 1.0667 inches L/240 0.8000 inches L/360 0.5333 inches ACTUAL Total Load Deflection =9.8263 inches ACTUAL Live Load Deflection 7.8610 inches NOTE DEFLECTION Project Number:Name: Address:Date: April 8, 1994 Beam ID: Reed residence roof over basement ext. opt. #2) BEAM SPAN= 8.0000 Feet. Scieron fro /? /O 5P9' 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 4 Used REPETITIVE MEMBER bending. Increase in allowable for duration of load = 15 % BENDING ALLOWED =4754.5 inch /lbs ACTUAL 4800.0 inch /lbs MEMBER OVER STRESSED H1/4 SHEAR ALLOWED =301.9 pounds ACTUAL 185.4 pounds Shear OK DEFLECTION L /180 0.5333 inches L/240 0.4000 inches L/360 0.2667 inches ACTUAL Total Load Deflection =0.6141 inches ACTUAL Live Load Deflection 0.4913 inches NOTE DEFLECTION Project Number:Name: Address:Date: April 8, 1994 Beam ID: Reed residence roof over basement ext. opt. 3) 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 6 Used REPETITIVE MEMBER bending. Increase in allowable for duration of load = 15 % BENDING ALLOWED =10001.4 inch /lbs ACTUAL 19200.0 inch /lbs MEMBER OVER STRESSED SHEAR ALLOWED =474.4 pounds ACTUAL 377.1 pounds Shear OK DEFLECTION L /180 1.0667 inches L/240 0.8000 inches L/360 0.5333 inches ACTUAL Total Load Deflection =2.5322 inches ACTUAL Live Load Deflection 2.0258 inches NOTE DEFLECTION Project Number:Name: Address:Date: April 8, 1994 Beam ID: Reed residence roof over basement ext. opt. 4) BEAM SPAN= 8.0000 Feet.so rPontt 7/OUniformLoad 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 6 Used REPETITIVE MEMBER bending.C/ Increase in allowable for duration of load = 15 % BENDING ALLOWED =10001.4 inch /lbs ACTUAL 4800.0 inch /lbs Bending OK SHEAR ALLOWED =474.4 pounds ACTUAL 177.1 pounds Shear OK DEFLECTION L /180 0.5333 inches L/240 0.4000 inches L/360 0.2667 inches ACTUAL Total Load Deflection =0.1583 inches ACTUAL Live Load Deflection 0.1266 inches Deflection OK Project Number:Name: Address:Date: April 8, 1994 Beam ID: Reed residence roof over basement ext. opt.# 5) BEAM SPAN= 16.0000 Feet. Uniform Load The plf on the beam is 40.0 L.L and 15.0 D.L. Note: Based on top edge having continious lateral support. HEM -FIR #2 Size = 1 - 2 X 10 Used REPETITIVE MEMBER bending. Increase in allowable for duration of load = 15 % BENDING ALLOWED =28289.1 inch /lbs ACTUAL 21120.0 inch /lbs Bending OK SHEAR ALLOWED =797.8 pounds ACTUAL 397.6 pounds Shear OK DEFLECTION L/180 1.0667 inches L/240 0.8000 inches L/360 0.5333 inches ACTUAL Total Load Deflection =0.5855 inches ACTUAL Live Load Deflection 0.4259 inches Deflection OK INSPECTION WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE JOB 24 HOURS NOTICE REQUIRED FOR INSPECTIONS BUILDING PERMIT ARFIELD COUNTY, COLORADO 9 Date Issued 0... 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 fro i i e County B !ding Inspector and I D" ATELY , E iIE N VO U 4se [l _ .. O... Y .Q I ! M- i Addre or Legal Al / 0' Owner tI1 L. r 'est. Contractor t Mar Setbacks Front Side Side Rear 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 6., Foundation S'- / b - U Plumbing - Underground Gas Piping 4/ -2,6 Heating Ventilation Frame Insulation Plum Bing -Rough Drywall Electric - Rough av-r acit2.1,v44ve w' e,a 9,e_ 1-7 -9 by STATE inspector)Final 9 -24 -96 Jae 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. APPROVED DO NOT DESTROY THIS CARD 004E4swu w0bA !0 Ot .0)e dOyNLO 0 Q i O m U o o obyU O d Z O ou .". vi ( i \V V y F'i y Ch.Nad N 0 o O C abbyoO _ • tililltripa yp CS 1- T v a‘Ocn eaC4 UN N u Q W O H O. L illial MI Otn y N x t.7 .0 ib b i 4 ou 6 c 81QOvW0)c3ii O Q 5' o U O Co U' 1.) GC o •4--)Q Q p c C C b M O A V) r. O m d uywaC &I O G 0 d Ual wN m PT 3 M 0 0 C bA MM w 4U,S u lelF+ti it-1 r'C O 1 L a > IV o •v m d V] 0 x b N u n a a-, U F N u E«. G 0 F] T el 1.-i A r, u • c• u R d V)H c 0 N y. ' o u 70000 p err uLEntNCv •..'"i . 0yvV) Q) O u L a+ u d U ''bl)L 7 cr R as U 0 o 0)it a O\ CI 0 .-4 a 7O~I c t\a, 4 4-. 0 GQ o c u O U 4-i Q O c d e R N bf) cC O bf) U y u "d CA c eu a s~Q. t C 2 'u o O r • = u en ' ice _ N O U o C v zao Hi -.5.U 0 0 CC)r o0