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HomeMy WebLinkAboutApplication- Permitv=-•• f`2; - • ,;, •?•,;4 0 , 4—.00,x- imieeN+. irki- "K 7;,1,e.:#;.{F,�7,?-7. 2." .7777 mssr' :.9.+" . 17' GARFIELD COUNTY BUILDING, SANITATION and PLANNING DEPARTMENT 109 8th Street Suite 303 Glenwood Springs, Colorado 81601 (303) 945-8212 Job.Address 23685 Highway . 6 & 24, Rifle Nature of Work Building Permit Use.of Building Office Building N° 04436 Owner All Seasons Propane, inc. Contractor Daybreak Constructlon Specialties, Inc. Amount ofPermit: $ 31l..Q5 White - T reas. Canary - Office Pink -Applicant Gold - Duplicate Permit $189.00 Plan .$122.8$ Date• . April S, 1992 R. Bennett Clerk 3/g 0/9. z-- GARFIELD COUNTY APPLICATION FOR BUILDING PERMIT pease print or type PERMIT NUMBER 44/36, DATE q-39 TO BE FILLED OUT BY APPLICANT PLOT_PLAN • • W EADDRESS 2.766,5S- 4-t “.2:41r SUBDIVISION .Z4}- SUBDIVISION FILING # LOT BLOCK TAX SCHEDULE 4 LEGAL (SEC/TWN/RNG) 1401EL AITA4.110E116- _1.. NAME All Seasons Propane, Inc; !MAILING ADDRESS P.O. Box 9035 CITY Grand Junctiogi5eg PHONE 800-924-9204 L) W NAME Daybreak Construction Specialties,Inc ADDRESS P.O. Box 582 CITY Glenwd kgs, co;v TRACTOR NAME Daybreak Construction Specialties, Inc ADDRESS P.O. Box 582 CITY Glenwood Springs,_C0 81602 PHONE 945-2469 LICENSE if CLASS OF WORK NEW X ALTERATION ADDITION DEMOLISH REPAIR _ MOVE MO;: LE HOME (make/mQd62 ) S.F. OF BUILDING 12 S.F. OF LOT 22 acres # OF FLOORS 1 HEIGHT. 12' g OF FAMILY UNITS g OF BEDROOMS INTENDED USE OF BUILDING GARAGE: SINGLE DEL CARPORT: SINGLE DBL FIREPLACE DOCUMENTS ATTACHED WATER SUPPLY cistern 1000 gallons DRIVEWAY PERMIT existing SITE PLAN BUILDING PLANS SANITARY SEWER CLEARANCE ON SITE SEWAGE DISPOSAL PERMIT OTHER DOCUMENTS (specify) -72o XPi ' o A7ri NOTE: Show easements, property line dimensions, all other structures, specify north, and street name. For odd shaped lots, OT if space is too small, provide separate plot plan. P OF BUILDINGS NOW ON PARCEL 14 USE OF BUILDINGS NOW ON PARCEL t kiS reit rva00y ld,r ]�po�Fao 1U FRONT IL i PROPERTY LINE STREET NAME/ROAD NUMBER 23685 Hwy 6&24 Rifle CHECK IF CORNER LOT DESCRIPTION OF WORK PLANNED New Building I hereby acknowledge that I have read this application and the above is correct and I agree to ornply with all county ordinances and sta.e laws regulating building construction SIGNATURE FOR OFFICE USE ONLY VALUATION f 9Q 0 .'c' 0 PERMIT PEE $1Z29,00 PLAN CHECK PEE $ / Z 2-s. G S" TOTAL FEE $ 3/S� Z'SCHOOL IMPACT FEE $ N 4 DATE PERMIT ISSUED ZONING DISTRICT TYPE OF CONSTRUCTION V— Al TYPE OF OCCUPANCY S.F. OF BUILDING 7/20 S.F. OF LOT MAX. HEIGHT e ROAD CLASS. SETBACKS FROM PROPERTY LINE: FRONT ----- REAR RIGHT LEFT yrrc., 0 VF OFF STREET PARKING SPACES REQUIRED B LDING DEPARTMENT FLOOD HAZ CERTIFIED .'LD' ET,EVATION SPECIAL CONDITIONS PROBLEMS WITH PERMIT ADDITIONAL INFORMATION NEEDED CERTIFIED BY COLORADO REGISTERED LAND SURVEYOR OR ENGINEER APPROVED PLANNING DEPARTMEN ATE -4. 44 7 tit1 _i - 401 1,24 Z. U3 Al -LS t I OD? Ak-itca- — Nc.o6.1 frvi h.SOL0.) 4. V.VL.4 )c" z o zs" -;• 000 Ls. — .IA — 4 LUNN o -1?A4e4.0.4- 1. kAvk D a 4.114c 1.'1 L20.pfi Tb L- E L_ t „r r ?. 1 r - , ,i t LL. OLk 12r) 4-74 CO 6. f./ ks4s- Co krs 1 1 L-1 t...01A3c)(3co, 514=0Z_ 4S-- Z7-4---1 TrA trcut.-, 5. LA )P5-- V_A 1 e {)_:s73 e::,4z.ci, 11"e, -.1.)‹.":_• (LTV t- 1, I V .SPO. eigo) 7 3S g, SDI �}c - 2 ce •mss 1267.7Y1 3 4,SS 1Tw 4 0, Ay "T ftd, L, A7 ,-F 30,000 3.)/0... 5 .1.001 Seo • 1-• ov-434 6114A • 1g, oo a 54 f•K 74-00 "1C I et 196.Pt- 30J eoa'w p¢,aFb 4o'c I 5 I3,3 JL Lor eo ftrAms .5440,7 Ltsar-kk Fa POSirb YDS !88..7,' Aces Set crtlacApc co/0Y 0 Ll�-C 1dL'/C PERMIT # OWNEIjdf �� � �Ci�S '3 L CATION / ,04/ Y co CON CTOR THE FOLLOWING ITEMS MAY HAVE BEEN OMITTED FROM YOUR PLANS OR MAY NOT COMPLY WITH THE PROVISIONS OF THE UNIFORM BUILDING CODES. PLEASE CHECK ALL CIRCLED ITEMS BEFORE BEGINNING CONSTRUCTION. ALL REFERENCES ARE 1988 EDITIONS OF THE CODES. THESE ITEMS + ARE NOT ALL INCLUSIVE OF THE CODE REQUIREMENTS, BUT ARE MEANT AS A GUIDE TO SOME OF THE MOST OFTEN ENCOUNTERED QUESTIONS RELATED TO CODE REQUIREMENTS. THE APPROVED PLANS RETURNED TO YOU SHALL BE KEPT AT THE BUILDING SITE DURING CONSTRUCTION. FOR ANY REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE CONTACT THE COLORADO ELECTRICAL INSPECTOR. THERE SHALL BE A FINAL INSPECTION AND APPROVAL OF ALL BUILDINGS AND STRUCTURES WHEN COMPLETED AND READY JEDR �CCIJPANCY AND/ USE - UBC SEC. 3y (d) . • e f // i{P4s /' cl ez"je)/ ",yd eY// c0 / 9 t.), rif. ebtJ PV H IT /1071 t/1 -C h2c Concrete for rouftdatrons and load bearing slabs is required to be 3000 psi. in 28 days - UBC Chapter 26. Mortar and grout shall be in accordance with UBC Chapter 24 & Table 24-A and 24-B. Q Masonry units, mortar, and grout shall be protected during cold weather in accordance with UBC Sec. 2404 (c). Concrete shall be protected during cold or hot weather in accordance with UBC Sec. 2605 (f) and (g). Minimum concrete arid/or masonry foundation reinforcement requirements are shown on the attachment. (Notes these minimums apply only if a foundation soils investigation is not performed and the soils are assumed to have an expansion index of 20 or less and footing loads less than 2000 lbs/linear �' foot - UBC Sec. 2904 (a) and (b) and Sec. 2906. V Foundation frost protection is 30" from finished grade to top of footing - UBC 2907 (a). [5 ,i Foundations shall extend a min. of 6" above finished grade - UBC 2907 (d). Provide for the control and drainage of surface water away from the building - UBC 2907 (f). 7. Foundation walls enclosing a basement below grade shall be damp -proofed on the exterior with approved materials - UBC Sec. 1707 (d). -- 01) Foundation plates or s is shall be redwood or pressure treated wood (UBC - 2516 (c)), and shall be bolted to the undation with not fess -than 1/2" dia bolts embedded at least 7" into concrete or masonry, spaced not more than 6 feet apaz•t, min. of 2 bolts per piece aivi within 12" of each end of piece - UBC 2907 (1) . Cafsyy tfmte (f//VJet.) 9. Exterior concrete or -Masonry piers shall extend 8" min. above grade unless the posts or columns which they support are treated or decay resistant wood. Columns and posts located in basements shall be supported by concrete piers or metal pedestals extending 6" min. above earth and 1" min. above floor �y''� unless treated or decay resistant wood - UBC Sec. 2516 (c) 4. V Manufactured trusses, and manufactured joists and beams (i.e. TJI/Mioro- Lams, BCI/Versa-Lams, Glu -Lams, etc.), shall be sized anr�d install d in accordance with the manufacturers requirements . Co j a -V AI-/-//' ar o� Wood joists or floor beams located closer than 18" or wood girders closer ▪ than 12" to the ground in crawl spaces shall be treated or decay resistant wood - UBC Sec. 2516 (c) 2. 12. Girders supported by masonry or concrete shall have 1/2" air space at top, sides, and ends unless treated or decay resistant wood - UBC Sec. 2516 (c) 5. Ends of beams and girders shall have min. 3" of bearing on masonry or concrete - UBC Sec. 2517 (c). - 13. Floor joists under and parallel to bearing partitions shall be doubled UBC 2517 (d) 5. 14. Floor joists require full depth solid blocking and must lap a min. of 3" over bearing supports - UBC 2517 (d) 3. /tee T. /- %1 COBeams, roof rafters, and ceiling and floor joists shall be supported laterally in accordance with UBC 2506 (h). 16. Columns, posts, beams, and girders shall have positive connections provided to ensure against both uplift and lateral displacement - UBC Sec. 2516 (m). 17. Ends of floor joists shall have 1 1/2" min. bearing on wood or metal and no less than 3" onconcrete or masonry - UBC Sec. 2517 (c) and (d) 2. 18. Notches on the ends of floor joists - max. 1/4 joist depth. Bored holes not within 2" of top or bottom of joist and hole diameter no larger than 1/3 depth of joist. Notches at top or bottom shall not exceed 1/6 depth and not located in middle 1/3 span - UBC Sec. 2517 (d) 3. Floor joists and/or roof rafters are insufficient for the span - UBC Table 25 -V -J-1 and UBC Standards. Roof live load (snow load) shall be 40 psf below 7,000 feet elevation -UBC Sec. 2305 (d) -dead loads shall be as required in UBC Sec. 2305. 19. 1 21 Floor live load shall be 40 psf - UBC Sec.2304 (a) and Table 23-A-1 - dead loads shall be as required in UBC Sec. 2304.; Basic wind speed shall be 80 mph - USC Sec. 2311. Headers over wall openings 4' wide or less shall be doubled 2" framing lumber on edge. Over 4' wide the header shall be sized for the span - UBC Sec. 2517 (g) 5. 24. Bearing walls supporting two floor loads are required to be a min. of 3" x 4"or 2"x 6" studs with a max. spacing of 16" on center -UBC Sec. 2517 (g) 1. 25. Wood studs may be cut or notched to a depth not exceeding 25% of width in exterior walls and bearing partitions and not exceeding 40% of width in non- bearing partitions - UBC Sec. 2517 (g) 8. 26. Wood studs may have bored holes no greater in diameter than 40% of stud width, 60% of width of doubled studs (but not more than 2 successive doubled studs). No holes shall be bored nearer than 5/8" to edge of stud - UBC Sec. 2517 (g) 9. 27 Wall bracing required both sides of each corner and every 25 lineal feet - the braced panel must be a min. of 48" in width perpendicular to studs - UBC Sec. 2517 (g) 3. COApproximate min. insulation values are R-19 walls, R-25 roofs, and R-11 floors over unheated space - see plans for more specific requirements - "Colorado Energy Conservation Standards." 29. Foam plastic insulation shall be separated from the building interior, including attics and crawl spaces, in accordance with UBC Sec. 1712. Other insulation (including duct and plenum insulation and coverings per UMC Chapter 10) including facings shall meet the requirements of UBC Sec. 1713. 30. Masonry and stone veneer units (5" max. in thickness) shall have min. size of No. 22 gauge by 1" gals. metal ties or No. 9 gauge galv. wire ties and spaced to supportnot more than 2 sq. ft. of wall area but not more than 24" on center horizontally. When applied over stud construction, the studs shall be max, of 16 on center. Approved building paper must be applied over the sheathing or studs - UBC Sec. 3006 (d). 31. Ceiling height is required to be 7'6" in all rooms except kitchens, halls, bathrooms, and storage areas which may be 7'0" min. - UBC Sec. 1207 (a).--- 32. Min, stairway headroom clearance is 6'8" - UBC Sec. 3306 (p). 33. Min. stairway width is 36" - UBC Sec. 3306 (b) and min. landing dimension in the direction of travel must also be 36" - UBC Sec. 3306 (g). 34. Stairways min, run 9"; max. rise 8"; max. variation in rise and run 3/8" - USC Sec. 3306 (c). 35. Enclosed usable space under interior and exterior stairways shall be protected on the enclosed side as required for one-hour fire -resistive construction - UBC Sec. 3306 (m). Fire stops shall be provided in accordance with UBC Sec. 2516 (f) 2c. 36. Stairway handrails: min. height 34"; max. height 38"; handgrip portion shall be not less than 1 1/2" nor more than 2" in x -section dimension. Min. of one handrail required on all stairways with more than three risers. Min. 1 1/2" space required between wall and handrail - UBC Sec. 3306 (j). 37. Guardrails of 36" min. height shall be installed at unenclosed floor openings and open sides of stairways, landings, ramps, decks or porches more than 30" above grade or floor below. Open guardrails shall have a pattern such that a sphere 6" in dia. cannot pass through - UBC Sec. 1711. el> Under -floor (crawl space) cross ventilation is required equal to 1 sq. ft. �nl for each 150 sq. ft. of under -floor area - USC Sec. 2516 (c) 6. L 1 Under -floor areas shall be provided with a min. 18" by 24" access opening - UBC Sec. 2516 (c) 2. 30" by 30" min. if mechanical equip. in under -floor area - UMC Sec. 709.. 40. All sleeping rooms below the fourth story without a door opening to the exterior shall have at least one operable window that meets the following requirements: MINIMUM clear opening: 5.7 sq. ft. MAXIMUM sill height: 44" MINIMUM net clear opening height: 24" (x34 1/4" = 5.7 sq.ft.) MINIMUM net clear opening width: 20" (x41" = 5.7 sq. ft.) This also applies to basement sleeping rooms - UBC Sec. 1204. 41. Glazing in hazardous locations as defined in UBC Sec. 5406 (glazing in doors and adjacent to doorways, and glazing in windows located within 18" vertically of a walking surface) shall be safety glazed or protected. 42. Glass in sloped glazing (more than 15 from the vertical) and skylights shall meet the requirements of UBC Chapter 34. Skylights and roof and wall panels of light -transmitting plastics shall meet the requirements of UBC Chapter 52. L4,y Provide combustion air for fuel burning equipment per UMC Chapter 6. Pressure relief valves and/or combination pressure/temperature relief valves shall be provided with a drain line to a floor drain with min. 1" air gap or extended to the exterior of the building - UPC Sec. 1b07. 45. Domestic dishwashing machines shall not be directly connected to a drain or waste disposer without the use of an approved airgap - UPC Sec. 608 (d). 46. Fuel burning appliances shall not be located in any room used or designed to be used as a sleeping room, bathroom, or closet or any enclosed space opening into such room or space* UPC Sec. 1309 and UMC Sec. 704 (unless listed for such use). 47. Appliances (including space heating and water heating equipment) shall be accessible for repair and removal in accordance with the UMC. LPG fueled appliances shall not be installed in a pit, under -floor (crawl) space, or basement - UMC Sec. 504 (f). 49. Appliances located in a garage (or in an enclosure opening into a garage) shall be located out of the normal path of vehicles or protected from damage. Any portion of the appliance creating a flame, spark or glow shall be installed a min. of 18" above the garage floor - UMC Sec. 508. 50 Each water closet stool shall be located in a clear space not less than 30" in width and 24' in front of stool - UBC Sec. 511 (a). Toilet rooms without operable windows shall be equipped with an exhaust system ducted to the exterior - UBC Sec. 1205 (c). Showers and Tub/Shower enclosures shall have a smooth, hard, nonabsorbent surface to a height of 70" min. above the drain inlet - UBC Sec. 510 (b). Water-resistent gypsumboard shall not be used over vapor barriers, in saunas or steam rooms, or on ceilings - UBC Sec. 4712., 53 Attic access opening of not less than 22" by 30" is required - UBC Sec. 3205 (a). 30" by 30" if mechanical equip. in attic space - UMC Sec. 708. 54. Enclosed attic and rafter spaces shall have cross ventilation of min. 1/150 of the area of the space ventilated. The area may be 1/300 if provided equally at lower and upper portions of the space with min. 3' vertical separation of locations - UBC Sec. 3205 (c). 55. Garage side of common wall between living space and garage shall be finished with materials approved for one-hour fire -resistive construction. This also applies to ceilings and bearing walls if living space above the garage. Self closing min. 1 3/8" solid , tight fitting door is required between house and garage UBC 503 (d) 3. 56. Electrically wired, interconnected smoke detectors are required in all sleeping room access areas, near the top of stairways in upper levels, and near the bottom,of stairways to basements - UBC Sec. 1210 (a). 57. Wood stoves and factory built chimneys, and manufactured fireplace units and venting systems shall be installed in accordance with the manufacturers listing requirements and inspected during installation UMC Chapter 9 and UBC Chapter 37. 58. Masonry and concrete fireplaces and barbecues shall meet the requirements of UBC Chapters 23, 24, 26, 27 and 29. A chimney shall not support any structural load other than its own weight unless designed as a supporting member - UBC Sec. 3703 (a). 51 11 52. 59. 60. COPIES OF THE ITEM(S) CHECKED BELOW ARE ATTACHED (Copies of any of the items above or below are available upon request). Excavations, fills, foundations, and retaining walls - UBC Chapters 23 and 29. Retaining walls - UBC Sec. 2308 (b) and 2907 (g) 4. Roof coverings and drainage - UBC Chapter 32 (Roof drains sized in accordance with UPC Appendix D). Roof sheathing -- UBC Sec. 2516 (i). Wood combined with (supporting) masonry or concrete - UBC Sec. 2515. Floor sheathing -- UBC Sec. 2516 (h). Wiring in plenums - UMC Chapter 10 and NEC. Fire and draft stops - UBC Sec. 2516 (f). Nailing requirements for connecting wood members - UBC Sec. 2516 (j). Enclosure of elevator, vent, and dumbwaiter shafts, and clothes and rubbish chutes - UBC Sec. 1706. Exterior wall coverings and exterior weather protection - UBC Sec. 1707 (d) and 2516 (g) . Interior application of gypsum wallboard and interior and exterior application of lath and plaster - UBC Chapter 47. Manufactured wall and ceiling covering systems (simulated stucco, etc.) shall be installed in accordance with manufacturers requirements. Landings and floor level at doors - USC Sec. 3304 (i). Cross connection control and back flow prevention - UPC Sec. 1002 and 1003. Treated Wood Foundation Systems - UBC Standard 29-3. Sales &Service Pete Miller 245-6145 Grand Junction Denny Deines 878-5814 Meeker Mark McReynolds 945-1403 Glenwood Springs All Seasons Propane, Inc. PO. Box 9035 Grand Junction, CO 81502 "SERVING THE WESTERN SLOPE" ©.�.�� /—gOLF, 9/*-52cy All Seasons Propane, Inc. Serving The Western Slope" P0. Box 9035 Grand Junction, CO 81501 (303) 245-6145 July 30, 1990 Mark L. Bean Garfield County Reg. Office 109 8th Street, Suite 303 Glenwood Springs, CO 81601 Dear Mark, After our earlier conversation about the possibilities of setting a Propane Storage Facility up Valley, All Seasons Propane has decided to expand the Rifle Plant instead. Please find enclosed a copy of the plans submitted to the State. If you have any questions, please advise us at your convience. Cordially, a -AA Pete Miller All Seasons Propane, Inc. c ut\rTY (OP'',' Q0 I t/ ,411 PO. /go X 7e3.0 Lo c.t+1;10 3 bF3 Hon L 0, Ay GhA;le. — A -d ► I of 3oi 000 5"l4,, S -511 3.60 €IJ 30,00P g.1 er1° ewt- F,cc,(5S S8.7. 9 Ifo 1 Ac. SS j 1,0aO6,010..,7;t_ � Pµ ck PIP 112 G Al 1 SeAsoA•s iox Ro 3S" GrAw.1- Twwc7cnA Co gi S( i:Pc �L 14'c s U " riri�C' "Approved or' condition that the •construction of tanks and filings is in full compfan,T w th'he Standards of Fi.x. he National Fire Protection Ass. 'anon, their N PA No. 58, for the %brag . and H,31* ling of Liquefied Petroleum Gases." r � NOTICE o // Null and Void after 60 days. 1 APPROVED $TAPE INSPE ��-?,) 1. OF OILS: �N .100�' 4.4114-_ 150 1-1 )99A,77 14- All SeaSoi.s )g,006, Al/ate 5 &o e.. �ox .74035 s t And /kY 5w'41 /Vg y 6 i ceciki i 12 71:15, l? 93 W 0 -F e ,d p/n E-11 r 1 f2'rf i s • E I- , .. � 9!01 ,I awl L /bl IC !" 1 5e-0...$ erd.S. Apm.-',PD CvliA1cL Tr,,. ciii;7/ Grp g1 of c4 -cue. s 40cm hsto — 3 efie., co Gl,a- 4c d .•1 o f 301000 3.,l/ d 5 047 £ri a4 is/ oe0JAI Prbfer" 30/ 000 dr( p t g;11r Of'k1�.� 1882.79 Acc-c5$ Al Ie -Aso,, 6 L) L Pa, fox ?035.-- ,wd-T,,,.�.cAo.Jl Co g15( pries -f- ofk, "Approved orii condition that the construction at tanks and finings is in full complian..:e tv�lh 'h Standards of he National Fire iatlt►n, their NIjPA No. 58, for the :Aorage and Halv.1- ling of Liquefied Petroleum Gases." NOTICE //", = 4 ' l Nall and Void after 60 days. .1 APPROVED T rt Sod • 3.•I 3561 rai 'ra o151w5 - , �kiY1i• of W� - )99R,77 • 1•Iwn .4 OA of Accrsx 0,:e0K 74357 1$000 (4//0A, $ /rte. c.. "a✓I 5 rvinc. .97215 7e5 SW '+ 4/6 ' ScG7 g J f i i i '1.•iCI wi, Got , Sol -14 G Jn�+Or . i Boundary.pescription Garfield County, Colorado A parcel of land situate in the SW NE .and the SE NWI, of Section 18, Township 6 South,..PPancle 93 .of the 6th Principal Meridian lying southerly of -the southerly right-of-way of a County Poad and ±ortherly- of 'the northerly right-of-way of U.S. Highway No. 6 .& . 24 and more particularly describes:;. -as follows 3eginning at the 'forth Iv corner of said Section 1B, , thence S33°59' 22"W 2302.35 feet to a point .t at intersects the northerly right-of-way of said U.S:• Highway No. 6 &-24 and -the test line of said SE!4NN the true point of beginning; with al.l bearings herein being relative 'to a ' bearing of N89'23'00"E ..gin the line between the street monuments located at the •intersections of 5th Street and Railroad A`.e:mo and _5th Street and White Piver Avc rxue iri the City of Rifle, Colorado; thence along said gest lo in the SE NW1/4 NOO° 33' 20"Sr' 584 .:92 .feet .to.a- point on the ' southerly right -.0f -way of said County Roa;_i; thence along Said southerly ..right -'of-. iay ..S88 ° 23' 29" F. 1867:74 feet; thence - leaving said southerly right-of-way SO2°29' 4b"E . 4659,feet to a point on said northerly .right: -of -way of= U.S: P.icjht,���-s,� r, :-'_4: thence along' said northerly ight-of-Way S87° 56' 00"W 1882.79 _ f.eet. to tho true point of be c:inning. said ..;�axce f lana .ontains. 22. 58 acres mors or' less. • P 76 x 5111,71, •f 01/2 1880.77 Access �6s JJwn h ? & gitit .f 041.1 i A- Il Seas�A•s Ate"..oc, G.. P,o, dog '0 s G iwc(3 4 , c0 g,.01 I S, oO4 g R / L' 5irote. ±i6diC S 77101.; /or 4R.5.9 /3-ceies s- 'f' NW 'At 5w'9 N6'1Y 0,-T Se ' IR re; a -F e . d P/11 Cr f clL Cow l ed`c., Co 1. F00f ries SHALL RE G AIED TTI FIM REARING REIM fROSTLIRE MLT LESS THAN 'nit BERTHS INDICATED ON THIS WAVING AND FGAR ON MIDI STVRDED SOIL 0A CDIPACTE? MCNF 1 LL,' 1. MINIMUM DCFTN1 REQUIRED 111 LOCAL RUILLIMG CODES SHALL CONTROL IF GRLATEA TRAM M1N INUI DEPTHS SHOWN. 3. FOINIUATION DESIGN IS RASED IN SOIL BEARING PRESSURE OF Cal LBS. PEA SQUARE FOOT. S. REINFORCEMENT BARS SHALL BE INTERMEDIATE GRADE-. D1LLET-STEEL PEA A59E1 DESIGNATION A -I5 AND DEFORMED AS PIA ASTM DESIGNATION A-305. TIE MRS WITH WIRE AT ALL INTERSECTIONS, L. FORS SMALL CONFORM TO SHAPE, LINES. AND DIMEN510N5 SHOWN 0H T1115 DPALIIIG 0100 SMALL IL SUtSTANTIAI AND SUFFICIENTLY TICHT TO PREVENT LEAAAGE DE MORTAR. T. PORTLAND CEMENT AND 1IRE L 04 o0 AGGREGATES SHALL COIPLY 111TH 9051. RECENT ASTM SrECi1 IOAT IONS, T'EH LINED WITH HK. ASPHALT FELT— . tHIS EAR.Th B� . PORED AFTER TANK' 15 IN PLA.CE-� -F., KARS 5i C? 15"- CENTER$ ' _ R. MIXING WATER SHALL 90 CLEAR 990 FREE FACM ACIDS, ALKALIS, OIL ANO ORGANIC !ATTER: a 9. CONCRETE SNAIL L1VEL01 A MINIHUI CE4PAE55150 STRENGTH OF 3000 P,0.1. IH 09 DAYS. SAMPLES SHAH, TE51 157 CREAT ER. CONCRETE WALL COMTA IH 6 S4C05 OF CEMENT PFR LIIB IC TAR0 OF CONCRETE. 10. ALL SALIENT CORNERS ABOVE GRADE 10 NAVE 1" CHAMFER. 11_ LDCATIDN OF FOANMFIOM TO BE 11.1 ACCORDANCE WITH LOCAL C STATE 00905. 12. tj,L D1HEn 5101K ON T1411 DRAWING AAE NInIMIRI AND 5115GESTED OIILY MK TO VARY1140 SOIL-[ONDITIOnS, ETC. SP141.109 FOOTING MAY E0 POSSIN0.E WITH 5011. ANALYSIS. PIER SPACING 15 BASED OR ACCuMOCAT.ING FWR OPENINGS SPACED ON 1'0" [ENTER; FROM MEAD 5EAM. 17. MTER REMOVING 000/15 BACKFILL TO CRAM IEYEL. 11.. NNIS 1Co C. ASSl15FS N0 RESPONSIBILITY f0R SOIL COHOITIOHS. T1110 l]q wwltiG Y, I'ISUr-D A% A RE=L•r-�r-�t uuP-ION oda Lam(. I P3t�3 Ul1�r,N5IpN5 FOOTING DEPTH BELOW GRADE DIMENSION .D' 2-6,. TANK WG A y 20800 270 355 25300 6" 3 30000 _ 3'-6' 18 aoo _ 21-D 3 =d" 9'-‘." %zo60 271-4 3I -C" 9!.d' Note PRINT DISTRIBUTION DATE Ar OTY 5.0 L.0. ?LB. SHO, F. N!P Icoo* OGT. 0.61, 019 E FILE Ofj., IAA PI I.( RE`I(17w5 The 12,000 gallon tare :ill1, u. D. will „ 2d w •Y0 QS_ TANK SHELL — 6 BARS SPACE 12' CENTERS DETAIL OF CONCRETE PIERS II A LOCATION OF PIERS PIER 5=6" 108 b-4-0"HIG-I CURVED PIER rC DAVE 1.6 BARS& 9 - "CENTERS EA RAY GRADE 0.4 ac OA.. 12- I -'-1n. n... r z -talo ..}417 p BY DATE have a 42'511 radius. 'l'he 120° c:legree will remain the saln'' •` • NC>f� .xA:.1s1", L !FILE NO. s s2o45 11. „LW, (young rr r.4 518" Dia. BAR @ 12" Each Way - Each Face (2) 5/8" Dia. BARS ti "R" Radius - h x Tank Diameter + 3/4" Allowance for Form Deviation and Minimum"1/2" Expansion Joint Material II I 60 Deg�� i1 'T 10 doe -1 AEI. MIN. + -4_ ■ Jl r Jo o - "C" Dimension "C" Dimension - (.866 -times "R") x 2+12" DESIGN NOTES "B" Dimension w 15 times "R" TI "A" Dimension 16'I Grade a F� 1. Footings shall be carried to firm bearing below frostline not less than the depths indicated on this drawing and bear on undisturbed soil or compacted backfill. 2. Minimum depths required by local building codes shall control -if greater than minimum depths shown. 3. Foundation design is based on soil bearing pressure of 1500 lbs. per square foot. 4. Reinforcement bars shall be intermediate grade, billet -steel per ASTM designation A-15 and deformed as per ASTM designation A-305. 5. Tie bars with wire at all intersections. 6. Forms shall conform to shape, lines, and dimensions shown on this drawing and shall be substantial and sufficiently tight to prevent leakage of motar. 7. Portland cement and fine and course aggregates shall comply with most recent ASTM specifications. 8.. Mixing water shall be clear and free from acids, alkalis, oil and organic matter. 9. Concrete shall develop a minimum compressive strength of 3000 PSI in 28 days, samples shall test 151 greater. Concrete shall contain six sacks of cement per cubic yard of concrete. Consult concrete supplier for approved curing time accelerators. 10. Concrete poured in forms is to be vibrated to eliminate void pockets in the poured mix. 11. All salient corners above grade to have 1" chamfer. 12. Location of foundation to be in accordance with local,state and NFPA-58-86 codes. 13. All dimensions on this drawing are minimum and suggested only due to varying soil conditions etc. Smaller footing may be possible with soil analysis. Pier spacing is based on accomm- odating openings spaced on 1' 0" centers from tank's hemispherical head seam. Review spacing required on elliptical head tanks, and tanks with other connection spacing. 14. After removing forms backfill to grade level. pr Ta Ts 'Ts 11c Sr Jo k / "C" Dimension Footline Depth Below Grade Dimension "A" 7/8" Dia. BAR @ 6" 7/8" Dia. BAR @ 12" SAMPLE CALCULATION Tank O.D. =109.351 R = 1(109.35") + .75" = 55.42" C =.866(55.42") x2 + 12" = 108" PIER CENTERLINE SPACING (*) Conn./End 2 3 4 Spacing Overall Tank Length Minus 15' - 4" Overall Tank Length Minus 17' - 4" Overall Tank Length Minus 19' -- 4" (*) See Design Note #13 CUSTOMER TANK DIAMETER TANK OAL Inches 0 .D "A" DIMENSION "B" DIMENSION "C" DIMENSION "R" DIMENSION CENTERLINE /PIERS TANK MANUFACTURER SERIAL NUMBER NAT. BOARD # TANK RATED PSI DISTRIBUTOR CONSULTANT sc.LE! NONE DAT 9//2474 APPROVED ■T, D"*WN BV .772;i REVISED 1 8, 000 GALLON PROPANE -TANK PIER DRAWiNG JDRAWING 1406IYet11.1 O A. L_• ' -0 54 -Ar} To 5ERM If;"'STEEL e+9e5 S to" EACH WAY SIDF YIEW CAPACITY DIA, }l O.A.L. S.TD 5. A" '5" C` 'D" 4 15,000 /05'A34 -7%r`? 25=8" /5'4" /2" !I" ?'-a- _ Zflie :175J'-IOYM!1 'J - /fes IS' 7z" 21,.095 IOAx57'-wz 4 9=0" 3B -/O" /s" /Q" 4•-a.. _3Q, O XLG•/'I 57=2" 47'-O. /s /$ 5'-4; 1 '2 /2 leO'JND LINE USE TWO 5UPPO.e GENE&AL NOTES VALVE SCHEDULE /. DESIGNED 4 [ONSTEWCY, IN PULL ACCOED/IAICE W/1 SECT/ON OF A,3M.E, CODE 2. DE5/GNED tJO.CK //+G P.CEgBU,eE pF 2.5c P51 4- HYOeCSTIGALLy rEsrEo ,fT 375 PS/ 5, WAr/ONAL. 90A,C0 ITEM 8 G D E F G NO. OPENING 2"- 3000w MALE COc/PLIN6 3/4= 1.000$ SPCL. COOPLIN6 1 Z = .3OOO wRLr CGIf//A/wa 2Yr=a000-'`HRLF CO[/PL/Ne I/2 - SPCL, CQ4/0LING 3"-4800G NALF couPLrw& 2 e"- 300,' HALF COUPLINGS 2-- 3000E HALF COuPLI, G INSPECTED 1 3 2 3000= HALF COUPLINGS 14.1 IS"= 250 F.F. FLANGE FITT VAPOR - LISUALL P,PL55. -- 86'Z G SEGO GP F/sNEC L!Durn LEVEL G/ T£11 v. : ND,C ATO +etSO oe F15ME2 LIQfdl- U&URLLY VAPOR- ,EGO VAPOR- ,EEG() MANHOLE PAD 3000 HALF COUPLING ROTAiC ▪ L '-z•' 'T1 ULrfflATGe :JTLES5 OF COMeETK TO SE .3000 PDUNOt - WG r PLUGGED EIVD it/EV_ h` .�ADrui 15 4'. 7'.144.' i1H E 1J .6733"PLATE JS VSEO- SPECIAL NOTES yU6Eg ExC855 FL01,1 100E yF. oe e) epee!. 1750 "XCES5 FLOL' PL[166Eb 137F9 F. fLOaf $14.G 7'TPE GAuc E SPECIFY UAPO,C_CON4 £.F.C.V. Pieov1DED1 PEOVZDE COPT 0,eJ9USNING nErmOMCTEG NAMNAL OLVTANE GAS CM INC. MEMPHIS, TENNESSEE JOB NO UNITS REQ'O._ - 5PECIFY SfzC of LIQWO PiPC SPCcr FY OTHERrllii SPE C try WHICH curTow■ yr. !mamma P . 0. NO. WT. eaCN SUGGESTED FOUNDATION SUPPORT FOR /OB " DIA. 7.9N4"5 ow avail T y w *GT TO L e►N0v[O DWG. No. I5 - 3CCOC HR 6. D B -0 C • • 4 -RISER PIPE 2 27`1'i 10:1692" WELDED M[ ._ _ l 1 1'1i 1 1 ii 1 I I A. ii ! 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A7tj - Hiicio:-7�> T N1�: X31 i5PjC� iGL - 7711C'. -WNELL1ANKLS___ SCS ------ , ��"f: -- . - - J0►aOQ- .743- 2 /5o 50 di. 1 .3434 -.moi-L,2 .58r -SS. --Qt 16,400 9,774. 93 "/AI: 29' io'Y 2z•-1- 3-,i _ _9X0-- 54.3997-i`i43�` . ._.__ `:5831 i =ZZOs0 12.417 93!'%16,." 37-354.- 23t5'/X 3;1/. !Z J:5.Dff 1117- 842: ,4931- :.:14315',. :sa3'. -: .. LS..505 /5.051 93h1// t44=714: 3497#5-3!// Z 0G 11 9[ 17E5E' _73.= -6 384___ _-..476: ..:i- .-. 30,705 /4.326 /d8" 41=5n7 3Z -G" 4'-L 25.0oe2.-_14JJ- 22950_ ff4&E_:.3OW: - - . -- ‘727_-_".7 _ ... 42 75 23~418 -ID 8" 5C-4 '12.- 4-744"4" 46 370gar )3a7.. 6E57 4E742_1..384- xTI -.- --.. 1.71"r ... ._ -`50,'300 29,929 is - 6S-104" 3L'/0'r4"..4 0a1£ -"7.6I4. 73 .019 19497_. ! _7'-_ _.11/7..11/7..11/7.5.7:1__- .11/7.5.7:1__- '50,750 29,933 /30V' 2"3La'/t" 4L' -/o! - s=? 45.000 _ .2370 .184 ./29321_ , -3` ._ _JOS'_� .._� . .75,540 44,902 1'30 V4' 43, 4" 8" 5'---. -S0k1 �1IT 24ZE. ff 17._ T .7___,'.51157_-- .. _ _ 100, 945 53, 870 L30 V4"' vo' P/7" _S7 79=3 /1" 3'-s -,r 1,10- 1571.-,..22321+ ;.T'_ rMq=GrZ :.BIZS' 5E-6/1 ,151,608 89,84T 130'14" 133'-40/1" IZ2=L'l2" -f:. QPEMI USE .- Qsi G&( 'VO T$. =R . RELIEFVALVF CODE: ASME SECT/041. VIII , Diva`: CATESTREY. C_. 15nrE1T TC/8E $-Fpzes.r. GA. MAX/MUNERLLOW WORK bill A g5S_ ¢ ZreiP.5! _::"-: r- I...- IQIND _ -- , CE5lGA1 .TSAIR : /OO'F---- ._ _.-1=1-1...- -- --.IX N10WerEd - - A4tNT!I`1C:L= LAVE ,SHOP CVAT 1.:VUME•4C - �G`: JIdtUME GAL/6E (fiL 0#1T) F/YEa TOM .SET s47- 85 %-- _ :.. ' .-- _ Y . ,VAPOR- - :- SHELL SEAMS yC RRYEZ, PEA ASM‘ -CODS : __ :M 14fAN1n/AY - -. ---AMR' i. o ...WAIT EFF1.0/SrVCr -_ __ .- . 7G VOLUME GAUGE /ROTARY) HEAD SERM.5 SP r)FRAYED GTUACITY - � - — .. Cat' iIPOL. - _- - HEADS AQE HEM/SPHEiricAr .: 2.: • --.. . VE55ELS Fag AWHYDaGUS illMM d M• SF/7V>CE TO 41 /00 7. STRGSS REL/FVFG. _. _. - VESSELS fat SERV/ cE iN CALIFG&QN/a 7iT fi4VC --- FCOAT 0 AND . 9GDLl WEAR AMOS.. # C-13 /5 /A1 /vfW /3411V41 ALG:- • ---. - C-8 C-9 CIO 1 C -Il '_ C-11 -I C -I3 -r TYPE TYPO trt TYPE '4 ifr- WI TYPE H TYPE' -iYPE' -_ g Z. I 0 CPO L 2 H. CAA V 1' AJPT R6 PIC_ .-- — /L" .;M - - �— 4 Y CRB. -- -- N. R - Lr H.0 I66 R I ' r CPL6 - i 2" H.CftL R I R - 2" M CAb L r tic -PIA. V Z N CPLD i ' Z" H. CP1G R 2' H. CPLD R r NPr R6 t ' Ago- M I U /NI CA.15IOAIS -g- P' G.. H r Y lix T-10/2.- 4' 4VS I1 j I•-2. It0- -qC 3-/0'/x" 4=8 20=0- l=4" I''-6' 1=0- _Vie,: 3"40 Y2' 4t4111. 24'-0` /-G' r =G" I =0 ' 'It" 4'-s4 3L3" 22:0. I'-4." IV," 1 . Vri4'-514" V- 10 ' G" I:6- /-4"' r•-&- - ;'12: 4=574 7E5A" 42=• G" I"-6' /=4" !'-6" V 5=44 r 4 Y4" 4'31/47: 4-3A: I3'-. 44'1 9 Y 972" /=6' 1"-4- /t-4- ®I 114" =b- J N Aoce.v'cox. N+►1 0CA1IF REPAAw,-1 4 `aro 7S. Ts "" w , 5= 4114" L.' -$A." i6-9- 9'I!- /'-6- /-4,- I =S — .....w . ' ' 3,4 %4' 6'-31/4" 110V 9 Y3" 1 L 4" ILL" /4' 1 '"-""'!r gwzro� w a ga .avw.m aw n=i. a"�r'e�.'�i rwaw..r.MM. ST, WDARD AO. $ULM $TC TRAMS-- rRAMSFCR: FOR:PROPANE AV D -i. S ',N • iii*i ' -♦ -•aa• . rrwr..r Iwu... Ts. °w �,.. d,iin.. WJ0 --,- w.r .i�� ,I7-/C ..ib.r.... 2 ZS- J . w w.� .. INSPECTION WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE JOB 24 HOURS NOTICE REQUIRED FOR INSPECTIONS BUILDING • PERMIT GARFIELD COUNTY, COLORADO Date lssrted.4 Zoned Area `-r.. Permit No AGR ; 1bIENT 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 riot fully complied with in the zoning, location, erection and construction of the above described structure, the permit inay then be revoked by notice from t Co t Building Inecto rand IMMEDIATELY BECOME NULL AND VOID, rr Use (04 t-( s f 1 Address oor Legal Descriptio�a 1. •.. . ci 0 woe Setbacks front Side fl E Contractor Side _Rear This Card Must Be Posted So It Is Plainly Visible From the Street Until Final Inspection. INSPECTION RECORD Zoning Roof Covering Footing . -,g 7:7-,9-- C _. �.7v Electric -Final (by STATE inspector Foundation n`7; o,,, Plumbing -Underground Gas Piping Heating Ventilation Frame 2{-, i. - 2 —t Plumbing -Rough 1)ze,—, t }1_ x„� Insulation ---2 - e _H Drywall Electric -Rough • _-2 1 -. '''-2- " (by STATE inspector) Ey, L -7 ,:. ..S";C,.,7; ' Final ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING -- WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. IIMINIIMMINA THIS PERMIT IS NOT TRANSFERABLE Phone 945-8212 10 9 8th Street, County Courthouse, Glenwood Springs, Colo. APPROVED DO NOT DESTROY THIS CARD Date 4 3 `9p ByP IF PLACED OUTSI E - COVER WITH CLEAR PLASTIC ,y) /77' (6e- 0