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HomeMy WebLinkAbout5158No. 5153 GARFIELD COUNTY BUILDING, SANITATLONandPLA1VNINGDBPARTAMAIT 109 8th Stmet Suite 303 Glenwood Springs, Colorado 81601 303)945 -8212 Job Address 0036 Sopris Avenue, Carbondale Nature of Work Install Manu. Home w /Basement Replacement- Nonconforming Use) Use of Building Building Permit o,m=Debra Fender Protsman Contractor Owner /Bell Country Homes Amount of Permit$ 397.00 Date May 31, 1994 Permit: 160.00 Plan 117.00 Set up Fee: 100.00 Paid$217.00 5 -9 -94 S. Archuleta Clerk F COUNTY141 '° WA 7 APPLICATIONION FOR " BUILDING PERhSIT c7PERMITNUMBRE -- rs "" 'e #please print or type DATE 5 S ci 5 TO BE FILLED OUT BY APPLICANT PLOT PLAN ADDRESS AQ3(o Sopgls i}-._ 2,43ae0o NOTE: Show easements, property line dimension: SUBDIVISION all other structures, specify north, and streei FILING #LOT #BLOCK #name. For odd shaped lots, or if space isWTAXSCHEDULE # patoosmall., provide separate plot lan.LEGAL (SEC /TW.N /RNG)OF BUILDINGS NOW ON PARCEL c4 NAME Qj3 /zA S/n USE OF BUILDINGS NOW ON PARCEL W MAILING ADDRESS r O; 6 SUQ/'r S ld'e o CITY s AR Aiwa:LF PHONE 963 --Ziry- L NAME L G+ y F/ 4rL J r - /1, 024.-5.„7 u (ADDRESS A -,S 46.c CITY s NAME 7) c } - /r6E7 c * on, €So _ __ ADDRESS /ihr6 N'E ac4cer CITY 1-2d—MI 1.Sre. / CO o PHONE J't'`- ‘3S LICENSE i CLASS OF WORK NEW f ALTERATION ADDITION DEMOLISH REPAIR MOVE MOBILE HOME (make /model) 6Oc.Deci-- WtS'T - /c/,t 6S RjaJ S.F. OF BUILDING /"'pc/( S.F. OF LOT y370 OF FLOORS / ' /3,4SE,s 'r HEIGHT 6 'i OF FAMILY UNITS OF BEDROOMS 3 INTENDED USE OF BUILDING itee £.S/ fJP rCe= GARAGE: SINGLE DEL CARPORT: SINGLE DBL FIREPLACE FRONT PROPERTY LINEA1A nDOCUMENTSATTACHEDSTREETNAME/ROAD NUMBER J0,0, ( 4 c WATER SUPPLY C i'r-y CHECK IF CORNER LOT _ L' DRIVEWAY PERMIT DESCR PTION OF WORK PLANNED AS 6' /y/ f42/7SITEPLANCoO //UlJ /47LC E 0 . f , 04BUILDINGPLANS SANITARY SEWER CLEARANCE F pcsr /nJ4 .I hereby acknowledge that I have read this ON SITE SEWAGE DISPOSAL PERMIT application and the above is correct and I OTHER DOCUMENTS (specify)agree to comply with all county ordinancesfoGM4-4,/ 4144249 - f sS'4 ir and state laws re•ulating building constructio:a /1, ego sa • / LA/Le F a/SIGNATURE t 5e/ - iv , e'e FOR OFFICE USE ONLY VALUATIO 4 23, 2 0 FLOOD HAZARD PERMIT FEE $ /Ma PLAN CHECK FEE $ y O•CERTIFIED BLDG ELEVATION TOTAL FEE 2 f? - SCHOOL IMPACT FEE $ ,2 OO • -SPECIAL CONDITIONS ,A' 9gAYg t - 1,8DATE' PERMIT ISSUED Rit n.1 r F,,PM /A/6 Y/HZONINGDISTRICTPROBLEMSWITHPERMIT TYPE OF OCCUPANCY a- TYPE OF CONSTRUCTION t Nora ADDITIONAL INFORMATION NEEDED S.F. OF BUILDING / PI/O 3 S.F. OF LOT MAX. HEIGHT / W) US L•O ROAD CLASS.CERTIFIED BY COLORADO REGISTERED LAND SURVEYOR SETBACKS FROM P OPERTY LINE: FRONT OR ENGINEER REAR RIGHT LEFT OFF STREET PARKING SPACES REGU r D f I— // / APPROVED:APPROVED:A' j%sUILDIN D - TM• T DATE PLANNING D•PARTMENNT DATE MRY.16 '94 8 :20RM BELL COUNTRY HOMES 303- 984 -0733 303 963 9796 P.1 SELL COUNTRY HOMES, INC BOX 229 NEW CASTLE, COLORADO 81647 303 984 -3500 e- S 303 984 -0733 FAX TO:R f,( ,,. Vin'FAX: 77 RE:or - m)id tr FR ©M: C,t; e // 9A-3 All mg I E- : A`7 rAt S, fire mit; LA- J is 614 7 MAY 16 '94 8 : 21PM BELL COUNTRY HOMES 303- 984 -0733 303 963 / 9796 P. 2 f 7 7tC 1 B R Septic, Rooter & Jetting Service 1555 Hwy. 133 Carbondale, CO. 81623 963 -3814 920.2059 Customer's m Order No Date C". . 19_ Name t. Sgiftddi Address /2/1.4 .,9a SOLD OV OSSA C 0.D ORP • [ ON MDSE. MILD 01 17 ACCT. RM. oliAN. I O i; : 4 R I v T 1 P R PRIM N rvYxuu Man? 1 I In W_ 7 TAX MI TOTAL jtosfi I nlad` 60.dsmUS? be accamp ed: Mb - St"' 112 910 Rec'd by D5—t5 Auer mIlmtero . CAnefNLALc. a* beefs 644.0 a nog -AN a.me GARFIELD COUNTY BUILDING AND PLANNING NOTICE A COPY OF THIS PLAN REVIEW IS ATTACI1ED TO TIIE OWNER'S OR CONTRACTOR'S COPY OF THE APPROVED PLANS. THIS PLAN REVIEW I5 PROVIDED IN CONJUNCTION WITH OR IN PLACE OF REDLINING THE APPROVED PLAN. IT IS TIIE RESPONSIBILITY OF THE OWNER AND /OR 'FHB CONTRACTOR TO CLOSELY REVIEW THE PLAN REVIEW AND VERIFY TIIAT ALL CORRECTIONS NOTED ARE BROUGI -IT 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 a COUNTY. PERMITS PRESUMING TO GIVE AUTIIORITY TO VIOLATE OR CANCEL TFIE 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 O'I'I-HER DATA SHALL NOT PREVENT THE CHIEF BUILDING OFFICIAL FROM THEREAFTER REQUIRING TLIE CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTIIER 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. TIIE RESPONSIBILITY FOR THESE ITEMS AND IMPLEMENTAZIali DURING CONSTRUCTION RESTS SPECIFICALLY WIT'I-I THE ARCHITEC D. 1 9IGNtli BUILDIrit AA OWNER. COMMENTS AND NOTATIONS ARE INTENDED TO CONSTRUCT M AND IN SUPPORT OF THE OWNERS INTEREST // 7)' S tY,r vnc, Tarr 04 arnure C s 14 r 0001/0770runts o TO F sac INS;rtrfv, Art IIougland,of Building Official en Al frneVV4LPRNOTICE 109 8TH STREET, SUITE 303 945 82121625- 5571/285 -7972 GLENWOOD SPRINGS, COLORADO 01601 Coe* I' 10164 C Poti ebreoriret. rite suBilEct PC191"r se tr id Go 1 i tit -r paorstuoi Riff: Page of CoueTr to PP t 1 1 Th14 1 II-1 -1-- 1 1 1., ! ',..:. ) • ' 1 11 1 - 11: 71 11 I.2. 1-1 1 ' - it:[.1 4: -.1-t- LI- -- --.-: ir-:41111 - 1*,Ell" . z-toi,42 25 -.. : 1 /, ,;4.•1 4-1-1 i:r 1-1-,T r-1 1i11r _i___ -4-.71 : - 11:: ] :-.11 LI (H ii i ' .1. TI 1111414 : 11 " 11 " . 11 I 111. ..: 1 1i!- - i ! riliIi_ii LI .“) t t I-i____ - 717 --- - 1fl=7.. LitL-4 4 4,__21...r,....;7±; :: :6 7 • sizar..r..wii.a: 1I.,. 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ANC 4x PRESSURE BOLTS @ 45" O.C. S TREA N.T. i ii 0 „ t CONC. SLAB 10" SEE PLAN CL" RIPRONIDE9oND I BREAKER AT i FooTER IJ JI I' SEE PLAN I 2 5 LONGIT_ r BEARING WALL & FOOTING I @ T. 1 S a R f16/ ' rrr iy z.- 25777 n: . V . r,,3 I9 S /apAi Eralai:' .... S ' L C C SHEET ISSUED 4_ 4 AR AN ENG RS 5j . L.L. LO i C/- 5 -4- 6 -99 ORAWN DPS P.C. BOX 1 640 CHECKED BASALT, COLORADO 81621 OF Q 3031927-3167 1 7 1 • I 5 r 1 : , ! 1 1 L-„,i......_:____. I ; I 1 1 • ; E ; ; i ; ; E . '' 1 ; . ; ' . ' I ' ; : 4 ; I I i E I i ; : r • ; ' I 'I - : : ; : ' - E ; • 4— , E ; ; I 1 I : - :. ' • ; ; I : I ! • ; • : , 1 I I : , : I, i • , 2-10d..NPILS i t, : : i • ..L.;• , - 1 1 . • : i 1 i , i : • : i I i 7 EFT 5 IN V1C B i 1 • 1111 I 1 .i...,!..I; 1 • ' Ii:I.• , • I I.U., • ; I I I' :::• I :.1 il I' - ::!E ' 1 i • 7-1.--:!-I..!' :'1 , • ; • - 1 17LAN 4 1 [ I 5 1 : ; 4, ; , . , ' ; . ; I. E 1 : • ; 1 • 1111.1.1•Th i 1 - LIS 1 , . , - 1 : , 1 i I : 1 .. 4 , - 7 1 - AE1II ' I I : . ; . 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V. ...:I : - 22-- 1 i t : • 1 z.: 5: 0,, • 7,;%.,73- ‘,:z. • ' :ues ' 4 ' e '''''' ',.# ---- - -•- 1..1 43 -- , 0 ----:------!-- --• i:.:i raf.A/1•5E-b:- h, I - 14 ! ' ISSUED PEIGHTAL GUY ENGINEERS H7ThL-C- 6:flit4 e..13 Tr- SHEET alj CONSULTING STRUCTURAL ENGINEERS S 5 DRAWN I IT .P.O. BOX 1640 CHECKED BASALT, COLORADO 81621, I,,n‘ nni ri-rn OF 1 LatL G 12 -0 F1 -12- Jof TS D Fag- J SIS i I R Il4LLY[s g b FLrL L OI s; se F Jasts II S N 1 .1- 1: Y? ' , 'lz'- U1P-E..1 OF OCtJ TAct r oaf ` @ T vr prop- - C s`(1 tr ^^ ice 25777 x •e 4. J SuEO PEIGHTAL GUY ENGINEERS aeLI, CoUpr - t -1- IoI.iFij SHEET 4 CONSULTING STRUCTURAL ENGINEERS 5 Co IRAWN IA P.O. BOX 1640 NECKED BASALT, COLORADO 81621 q 303) 927 -9510 OF / I GENERAL NOTES CHRIS BELL FOUNDATIONS" A. D LIVE LOADS 1. SNOW 40 PSF 3. WIND: BASIC WIND SPEED 30 MPH 2.RESI0 ENTI PSF EXPOSURE B 4. SEISMIC ZONE 1 B. DESIGN CODES 1. UNIFORM BUILDING CODE (1991) 2. ACI BUILDING CODE (ACI 313 -89) 3. A. STFFI CONSTRUCTION MANUAL (9th Edition) 4. Alt TIMBER CONSTRUCTION MANUAL (3rd Edition) G. FOUNDATION BUILDING FOOTINGS HAVE BEEN DESIGNED USING AN ASSUMED MAJMUM ALLOWABLE SOIL BEARING FRESWRE OF 1500 PSI PLACED ON UNDISTURBED SOIL. SOILS ARE ASSUMED TO BE UNIFORM AND NON - EXPANSIVE. THE OWNER SHALL RETAIN A SOILS ENGINEER TO INSPECT THE BEARING SOILS EXPOSED DURING EXCAVATION TO VERIFY 1 ASSUMPTIONS AND TO SUBMIT A WIRI i 1 tN REPORT. NO FOOTINGS SHALL BE POURED UNTIL A VERBAL SUMMARY HAS BEEN GIVEN TO THE STRUCTURAL ENGINEER BY THE SOILS ENGINEER. THE SOILS ENGINEER SHALL ALSO BE CONSULTED BY THE OWNER IN REGARDS TO POSSIBLE FOUNDATION DRAINAGE REQUIREMENTS, AND ANY ADDITIONAL CONSTRUCTION REQUIREMENTS AFFECTED BY SOILS. D. CONCRETE CONCRETE HAS BEEN DESIGNED AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE AMERICAN CONCRETE INSTITUTE BUILDING CODE ACE 31S -39) ALL CONCRETE SHALL HAVE A MINIMUM COMPRF-S EVE STRENGTH OF 3000 PSI IN 23 DAYS. MECHANICALLY VIBRATE ALL CONCRETE WHEN PLACED EXCEPT SLABS ON GRADE. ALL SLABS ON GRADE SHALL HAVE CONTROL JOINTS (KEYED OR SAW OJT) AT MAX. 20' -0" O.G. EACH WAY UNLESS SHOWN OTHERWISE ON Pte. REINFORCING BARS SHALL BE ASTM A615 - GRADE 50. NO SPLICES OF REINFORCING SHALL BE MADE AND NO WELDING OF REINFORCING SHALL BE FERMI i i Lv EXCEPT AS DETAILED OR AUTHORIZED BY TI-15 STRUCTURAL ENGINEER. LAP SPLICES, WHERE PERMI i i tv, SHALL BE A MINIMUM OF 35 BAR DIAMETERS. PROVIDE CORNER BARS OF EQUAL SIZE AND SPACING AROUND ALL CORNERS. PROVIDE 2 - It5 BARS WITH A MINIMUM OF 2' -0" PROJECTION BEYOND THE SIDES OF ALL OPENINGS IN WALLS, BEAMS AND SLABS. PROVIDE ALL ACC N E G CJAR Y I TO SUPPORT REINFORCING AT POS111ON5 SHOWN ON THE PLANS. I WFI DED WIRE FABRIC SHALL CONFORM TO ASTM A135. LAP WIRE IFABRICREINFORCEMENTONEFULLMESHPLUS2" AT SIDES AND ENDS 1 F AND WIRE TOGETHER. ANCHOR BOLTS FOR BEAM AND COLUMN BEARING PLATES SHALL CONFORM TO ASTM A301 AND BE PLACID WITH SETTING TEMPLATES. E. STEEL ALL STEEL SHALL CONFORM TO ASTM A36 EXCEPT 'TUBE COLUMNS WHICH SHALL CONFORM TO ASTM A500 (GRADE 9) LATEST EDITION. PIPE SHAPES SHALL CONFORM TO ASTM A53 (GRADE 9). ALL SHOP CONNECTIONS SHALL BE WF1 HID. FIELD CONNECTIONS SHALL BE STANDARD FRAMED BEAM CONNECTIONS WITH MAXIMUM NUMBER OF ASTM A325 3/4" DIAMETER BOLTS TO FIT BEAM IN SINGLE ROW AND SHALL CONFORM TO ASTM A325N, UNLESS OTHERWISE NOTED. ANCHOR BOLTS SHALL CONFORM TO ASTM A30"I. STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE WITH LATEST rl EPROVISIONSOFTHEAISCMANUALOFSTEELCONSTRUCTIONANDASC CODE OF STANDARD PRACTICE. SHOP DRAWINGS SHALL BE r-I1BMI i It].)rU ) 'e TO THE ARCHITECT OR ENGINEER FOR REVIEW PRIOR TO FABRICATION.S et c' SHOP DRAWINGS SHALL DETAIL EACH BEAM, APPLICABLE S.y CONNECTIONS, LAYOUT, AND BRACING. USE WFI HERS MEETING THE 25777REQUIREMENTSOFTHENS "STANDARD QUALIFICATION PROCEDURE ".11:: COMPLY WITH AWS D1.1 "STRUCTURAL WELDING CODE." ALL WELDS o• _,j 1 - SHALL BE ETC TYPICAL UNLESS NOTED OTHERWISE. PRIME ALL STEEL I 9 •9' 4c WITH APPROVED PRIMER. TOUCH-UP PANT AT EXPOSED BOLTS, WFI DS, NC ABRADED SHOP PAINT AREAS. DRY PACK OR GROUT FOR was `sS'O °I.\ • 6`" •BEARING PLATES SHALL BE SHRINK RESISTANT EMBECO 153 OR N:a EQUIVALENT. EXPANSION BOLTS SHALL BE WEJ -IT', RED HEAD ", 1. " ..i °.• °..• KWIKBOLT', OR APPROVED WEDGE TYPE, INSTALLED IN ACCORDANCE W q ITH THE MANUFACTURER'S REQUIREMENTS.I ISSUED PEIGHTAL GUY ENGINEERS Etu - (a) ='( ai SHEET i2c 'It CONSULTING STRUCTURAL ENGINEERS l DRAWN A P.O. 80X 1640 CHECKED BASALT, COLORADO 81621 G303) 927 -9510 of F. STRUCTURAL WOOD FRAMING ALL WOOD FOR STRUCTURAL FRAMING SHALL BE KILN DRIED DOUGLAS FIR/LARCH GRADED AS PER LATEST EDITION NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION" BY THE NATIONAL FOREST PRODUCTS ASSOCIATION AND WWPA. STRUCTURAL JOISTS ( > 2X6) NO. 2 OR BE i trc Fb = 1250 PSI (1450 PSI REP) Fv = 95 F51 E = 1700000 PSI LIGHT FRAMING STUDS 2X4(STANDARD OR BETTER)Y Fb = 600 (615) P51 Fc = 625 PSI Fc = 925 PSI FRAMING STUDS 2X6 (NO. 2 OR Bt Fb = 1250 F51 (1450 F51 REP) Fc = 625 FSI Fc = 1050 PSI HEAVY TIMBER FRAMING (DOUGLAS FIR NO. 1) Fb = 1350 FSI Fv = 85 PSI E = 1600000 PSI LOGS AND HEAVY TIMBERS (AR DRIED SPRUCE) BY LOG Fb = 500 F51 Fv = 65 PSI E = 1100000 PSI T 8 G DECKING (SPRUCE- PINE -FIR) COMMERCIAL GRADE Fb = 1000 P51 Fc = 425 P51 E = 1300000 P51 SIZES SHOWN FOR STRUCTURAL 1 FRAMING ARE NOMINAL SIZES. PROVIDE SOLID BLOCKING BETWEEN ALL JOISTS AND RAFTERS AT 1 SUPPORTS AND MINIMUM 1 X 4 GROSS BRIDGING AT NOT MORE THAN 8' -0" O.G. BETWEEN SUPPORTS EXCEPT AS OTHERWISE NOTED. PROVIDE DOUBLE JOISTS UNDER ALL PARTITIONS RUNNING PARALLEL TO JOISTS AND SOLID BLOCKING UNDER ALL PARTITIONS RUNNING PERPENDICULAR TO JOISTS. PROVIDE BRIDGING AT NOT MORE THAN 6' -0" O.G. FOR STUD WALLS NOT COVERED BY SHEATHING OR WALL COVERINGS MEETING USG MINIMUM RErDUIREMENTS PER USG SECTION 2517.(g).1. CONNECTORS SHOWN ON THE PLANS ARE MANUFACTURED BY THE SIMPSON COMPANY. CONNECTORS BY OTHER MANUFACTURER-5 SHALL BE DEEMED AS EQUIVALENT IF THEIR RATED CAPACITY 15 FBI IAL TO OR GREATER THAN THAT OF THE CONNECTOR SPECIFIED. FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR NAILS AND BOLTS. ALL NAILING NOT NOTED SHALL BE ACCORDING TO TABLE 250 OF THE UNIFORM BUILDING CODE. PLYWOOD FOR ROOFS, FLOORS, AND 5HEAR WALL_ SHEATHING SHALL GLUE. LAY UP 1BEAPA PLYWOOD GRADE TRADEMARK-ED GRAIPERPENDICULLRO SUPPORTS AND STAGGER JOINTS. ALL NAILING COMMON NAILS; RING SHANK-ED FOR ROOF AND FLOOR SHEATHING. REFER TO TABLE BELOW FOR USE REQUIREMENTS: USE THICKNESS SPAN/INDEX EDGE NAILING IN I tiK RATIO NAILING FLAT ROOF 3/4"45/24 ad ®6" O.G. 8d ®12" O.G. SLOPED ROOF 5 /S"32/16 8d ®6" O.G. 8d ®12" 0.0 FLOOR 3/4" T4G 45/24 3d ® 6" O.G. ad ®12" O.G. 1 SHEAR WALL 1/2"24/0 8d ® 4" O.G. 3d ®10" O.G. ALL EDG OF SHEAR WALL SHEATHING SHALL BE BLOCKED. PARTICLE BOARD SHEATHING MAY BE USED AS AN AL I treNATE TO PLYWOOD WITH 0U "!,7,7 PRIOR APPROVAL OF OWNER AND ARCHITECT. PARTICLE BOARD rr4ry 1 REGtsriSHEATHINGSHALLCOMPLYWITHUSGSTANDARDNO. 25 -25 EXTERIOR U'0.•FTYPE2 -M -W AND SHALL HAVE A SPAN RATING EQUIVALENT TO OR G ; c.e ^ BETTER THAN THE PLYWOOD IT REPLAAC ATTACHMENT AND e - ' c Q' • THICKNESS (WITHIN 1/32") SHALL BE THE SAME AS THE PLYWOOD IT S r_ 25777REPLAC i ES .vs a 31 - 4 r tie S NA1 t E • ISSUE PEIGHTAL GUY ENGINEERS a.... SHEET CONSULTING STRUCTURAL ENGINEERS LL UI, `r,G DRAWN P.O. BOX 1640 CHECKED BASALT, COLORADO 81621 a 303) 927 -9510 OF I FABRICATED WOOD JOISTS: I SERIES FABRICATED JOISTS WITH STRUCTURAL WOOD FLANGES AND PLYWOOD WEBS CALLED FOR ON I THE DRAWINGS AS "TJI /" ARE AS MANUFACTURED BY THE TRUS -JOIST CORPORATION OF BOISE, IDAHO. FABRICATED WOOD JOISTS SHALL BE p INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SUPPLY ALL PLATES, BLOCKING, BRIDGING, I BRACING, STIFFENERS AND OTHER RELATED ITEMS AS RECOMMENDED BY THE MANUFACTURER. CONTINUOUS BLOCKING SHALL BE INSTALLED AT ALL INTERIOR WPPORTS. PROVIDE DOUBLE JOISTS UNDER ALL PARTITIONS RUNNING PARALLEL TO JOISTS AND SOLID BLOCKING UNDER ALL PARTITIONS RUNNING PERPENDICULAR TO JOISTS. MICRO =LAM LUMBER BEAMS: VERTICALLY LAMINATED VENEER HEADERS AND BEAMS 1 3/4" THICK CALLED FOR ON THE DRAWING AS ML" ARE AS MANUFACTURED BY THE TRUS-.JOIST CORPORATION OF BOISE, IDAHO. MICRO =LAM HEADERS AND BEAMS SHALL BE INSTALLED N ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHEN MORE THAN ONE THICKNESS IS REQUIRED , THE MEMBERS SHALL BE FASTENED TOGETHER WITH TWO ROWS OF 16 -PENNY COMMON NAILS SPACED 12" O.G. G. ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE VERIFIED AGAINST THE ARCHITECTURAL AND DISCREPANCIES SHALL BE BROUGHT I.. TO THE A l tNTION OF THE ARCHITECT. H. THE ARCHITECT MUST AUTHORIZE ALL SUBSTITUTIONS.SS!-JGH I AUTHORIZATION DOES NOT RELIEVE THE CONTRACTOR FROM j CONFORMANCE WITH THE DRAWING AND SPECIFICATIONS. I. COORDINATE ALL OPENINGS THROUGH FLOORS, WALLS AND ROOFS L WITH THE MECHANICAL AND ELECTRICAL CONTRACTORS. J. DO NOT BACKFILL AGAINST WALLS UNTIL FLOOR AND ROOF SYSTEMS BRACING THOSE WALLS ARE IN PLACE. K. CONSTRUCTION MATERIALS SHALL BE SPREAD CUT IF PLACED ON FRAMED CONSTRUCTION. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. L. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE . METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECCO AIRY TO PROILCT THE STRUCTURE DURING I CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS NOR WILL THE STRUCTURAL ENGINEER BE RESPONSIBLE FOR THE CONTRACTOR'S MEANS, METHODS, TECHNIQUES, SEQUENCES FOR PROCEDURE OF CONSTRUCTION, OR THE SAFETY PRECAUTIONS AND THE PROGRAMS INCIDENT THERETO. 94500 SN mod ®J REg `, THESE DRAWINGS ARE NOT INTENDED FOR MULTIPLE PROJECT USE ENGINEER MUST 'BE: PROVIDED WITH THE OPPOIRTUNIIY TO REVIEW SITE AND SOIL SPECIFIC 25777 _INFORMATION FOR EACH INDIVIDUAL PROJECT ANTICIPATED: FAILURE TO PROCEED WITHOUT REVIEIAI ry t - 1 f e 'QYPEIGHTALGUYENGINEERSRELIEVESPEIGHTALGUYf °.y. .•43JCINIE$Z..OF ANY AND ALL DESIGN RESPONSIESILITY_F'••...• it4 /NAL E • c$539 issLIE0 PEIGHTAL GUY ENGINEERS i . L C SHEET c,21 I CONSULTING STRUCTURAL ENGINEERS DRAWN + P.O. BOX 1640 CHECKED BASALT, COLORADO 81621 303) 927 -9510 OF °I i s c r : k_ 1 i I J I vC ' e. L I v A Q r a V L I j i, f L S 1 :: \4. A4 L P q o 1 3z.x w 1 o 33 j 7 tt tJf 1Qp o Z I M E0 J o 9 V I I I c J 3' p ,3 • h N. a c o v b a I II I I 0 v to A O o o 1 .. 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JJJ u f4e -cc s F. Pi m Nip... . . 7Iql 1 • J i , i .. ur: I k`dal 4 lur ;Wi N IO L iii.., 1 cc .18 Q C]I g p1 . J5S'iJ0 I a sMoo l I a o 0 lWONIM Lld4'LC 0 hip — Ctc . L ' sh S'AJ1Nfo is NMOI l0tl WkIQ - @t t'E TT LikIN 70g7 1134 .IS3.i4 N3Q1O9 lRRR ri'l3 60611 77.:ZT tfi'C7. /tll NECUNDED AT It _O" CLOCK . A.M.JUN 2 1992 REC 435393 MILDR COUNTY CLERK BOOK 833 rAcE24O • GARFIELD NN 1"WARRANTY DEED E Doc2F Statutory Short Form) A 1 ,Walter Roberts, a/k/a Walter E. Roberts, and Thelma F. Roberts, a/k/a Faye Roberts, Grantors ", for consideration of Ten Dollars and other good and valuable consideration, in hand paid, hereby sell and convey to Debra Gene Fender - Protsman, whose address is 0036 Sopris Avenue, Carbondale, CO 81623, "Grantee ", the following real property in the County of Garfield and State of Colorado: Parcel 2 as shown on plat recorded as Reception No. 434971 in the records of the Clerk and Recorder of Garfield County, Colorado, said parcel also being described as follows: Southerly 14 feet of even width of Lot 15, all of Lot 16, all of Lot D, Easterly 22.50 feet of even width of Lot C and of Lot 17, and the Easterly 22.50 feet of even width of the Southerly 14 feet of even width of Lot 18, all in Block 8, Amended Plat of the Townsite of Cooperton, Garfield County, Colorado, containing 13,320 square feet more or Tess; TOGETHER WITH and quitclaiming, without warranty, two (2) shares in the Rockford Ditch, including the ditch and water rights represented thereby; AND TOGETHER WITH, an undivided one -half (2) interest in the domestic water well located on Parcel 1 as described on the above referenced plat and an undivided one -half (2) interest in the well permit and /or water rights in said well, and together with an easement and right of way for the maintenance, repair and replacement of said well and the pressure tank, water line and other facilities used to supply water from said well to said Parcel 2, which easement and right of way shall extend along and 7 t feet on either side of the water line serving Parcel 2 and 10 feet in all directions from the center of said well and from the center of the pressure tank and other facilities used in connection with said water system. The Grantors and Grantee and their respective successors in interest shall equally share the cost of maintaining and operating said well and any related facilities used in common to supply water to Parcels 1 and 2; provided that if the owner of either of said parcels desires to permanently discontinue the use of water from said well, such owner may disconnect from said common water system and upon disconnecting and giving written notice of such disconnection to the owner of the other parcel, such disconnecting owner shall be relieved from any further obligation to pay the cost of maintaining or operating said well and water system; provided that the disconnecting owner shall remain fully liable for their share of any maintenance and operating expenses incurred prior to such disconnection; with all its appurtenances and warrants the title to same except and subject to general property taxes of a current nature; U.S. patent reservations and oil, gas and mineral reservations of record; easements and rights of way of record or as established and in place; and planning and zoning regulations. SIGNED this of 7Vh day of 1992. 44,,r (mot- Walter oberts, a/k/a Walter E. Roberts Thelma Roberts, a/k/a Faye oberts STATE OF COLORADO ss. COUNTY OF &,pft /ELDD ) The foregoing instrument was acknowledged before me this o2 7W-day of y 1992, by Walter Roberts, a/k/a Walter E. Roberts, and Thelma F. Roberts, .a/k/a Faye Roberts. WITNESS my hand and official seal. 11,',Igy "commission expires: 7 —aR4 ice_' r e // u L\c ."r t Notary Pu 1p At' i 7 ted d ti COLORADO STATE ELECTRICAL BOARD' INSPECTION REPORPAND CORRECTION NOTICE Permit # 26 76 Si Contractor /Homeowner 4ctir _L Li C °c_ „if c Address 6 O Cr r l "- -C^./Phone # e-2 Lf Date Received C Date Inspected P- 7 ! Arrival Time Consult Time Travel Time Inspection Time Time Lapse TYPE OF INSPECTION: Res. ID Comm Rough -in Fina " Partial - Reins Temp Meter Temp Heat Mobile Home Service -3 / Other (please specify)4./f. <sO Service:Wiring Method TUC / r( Type 1 0 or 3 0 Classified area Yes No'" Size O U GFCI Yeg ' No e_,- Overhead Finished basm't Yes Nc Ly.Underground Sub panels Yes No Type Crnd 7 4 Elec Range Yes No Size Grnd Conductor Elec Dryer Yes No Date Meter Released ‘, -z? - III Elec Wtr Heater Yes No s ACT IOQg: Accept Rejected Remarks REINSPECTION FEE REQUIRED. A reinspection will not be per- formed until the reinspection fee is received. You are required to make the following corrections or repairs on the elec- trical installation at the above address. CORRECTIONS: InJJC ,4n/ N 0 " jj J C, c :4 tF- cericry c G / e Ic( C Lt- IC-) c Inspector t....i ....,..,Page 1 of I ,ki4 al: i Si l'ii ii ilui iiic filiblik iiiiiilbS IS CARD IS POSTED ON THE JOB 24 HOURS NOTICE REQUIRED FOR INSPECTIONS BUILDING PERMIT AFIELD COUNTY, COLORADO Date Issued.. .Zoned Area Permit No. 52 AGREEMENT In consideration of the issuance of this permit, the applicant hereby agrees to comply withalllawsandregulationsrelatedtothezoning, location; construction and erection of the proposed structure for which this permit is granted, and further agrees that if the abovesaidregulationsarenotfullycompliedwithinthezoning, location, erection andconstructionoftheabovedescribedstructure, the permit may then be revoked by notice from C Builldiin Inspector_ ndIMMEDIA BECOME N AND VOID, Use ALL r Mtn) -e_ t Addr ss or egal Desc ' on 04 3 1 "`" rt i 0 /d d f Owne Roth Contractor t Kl tee (01/1 £AC Setbacks 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 Electric -Final (by STATE inspector) Footing !., -3. ini:_ , Foundation/ _7Yi,xiw4, i,7CF,-:n"„ Plumbing - Underground Gas Piping 7- (' y may Heating Ventilation Frame i z6'='ti--1--yf c-'c- Insulation Plumbing -Rough Drywall Electric -Rough by STATE inspector)Final 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 10 9 8th Street,County Courthouse,Glenwood Springs, Colo. APPROVED DO jNOT DESTROY THIS CARD Date 7,)hi By first ! Gn inCd1:4 v VRRPE . •r C Ctautau00bI. 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