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Home My WebLink About4812j,.? ,/ GARFIELD COUNTY /'/ BUILDING, SANITATION and PLANNING PEPARTMENT 109 8th Street Suit~ 30.,,_3 Glenwood Springs, CoJ,or8do 81601 (303) 94~12 S. Archuleta 04812 Clerk GARFIELD COUNTY APPLICATION FOR BUILDING PERMIT PERl!IT NUMBER flf/ob DATE 2-/ ~ 9 .3 please prJ°.nt or type TO BE FILLED OUT BY APPLICANT --ADDREss 1zzt. :;1.v -?d. . Nf'w <!aille I SUBDIVISION ________________ _ FILING # ___ _ LOT II ____ BLOCK # 7'AX SCHEDULE # LEGAL (SEC/1'WN/RNG) f;j NAME tJ /I( /,Y/'f/C' ~,e i"? MAILING ADDRESS f /P. 8,,.,._ 5'}/.r 5 cn·y Afw Cc.st/e. Co P110NE 9.fY ./l.7/(o =i: P:: Nll.!1E ~ ~ ADDRESS ----------CITY ___ _ °' NAME 0 ... ADDRESS u ;z CITY ~ PHONE 0 u LICENSE i.' CLASS OF HOPJ( ·1nv V' ALTERATION ____ REPAIR IJEMOL.[Sl/ _____ ADDITION __ _ MOVE 'IOBILE 1/0/IE (make/model) 'i.F. OF BUILDING _____ S.F. OF LOT ____ _ !I OF FLOORS IIEIGli1' --'------- /,! OF FAMILY UNITS #. OF BEDROOMS INTENDED USE OF BUILDING {fN1~-;e-/~rz--- ('.iliRAGE :) STNGLE DBL CARPORT: SINGLE DBL i'JREPLACE - -- DOCU~IBNTS ATTACHED ll'ATER SUPPLY------------------- DllIVEWAY PERMIT------------------ SI1'E PLAN --------------------- OUTLDTNG PLANS------------------ SANITARY SEWER CLEARANCE ------------- ON SITE SEWAGE DISPOSAL PERMIT ---------- 01'/lER DOCUMENTS (specify) ~ 0 W,...<''(' {''-"Jl';J"" TO COrll"t--t:flC.. ff CH~ . l}s Tf('C.. (!/'/l''ft'"l.. 1"0'1.TIOr' , ... r~-c.. FVrVl"K. PLOT PLAN NO'l'E: Show easements, property line di mensionE all other structures, specify north, and streef name. F'or odd s11aped lots, or i.f space is too smal.l r provide separate plot plan. # OF BUILDINGS NOW ON PARCEL --------- USE OF BUILDINGS NOrv ON PARCEL .,. J..a,. ,,.,,,. · ·ho . I , . .c f:L',,r I FRONT PROPERTY LINE STREET l/ANE/ROAD NUMBER ------------ CIIECK IF CORNER L01' DESCRIPTION OF f'10RK PLANNED --------- I hereby acknowledge that I have .read this ap]Jlication and the above is correct and I agree to comply with all county ordinances an~~~~ulating building constructio SIGNM'UREr F011 OFFICE USE ONLY ZONING DISTRICT----------------- 1'YPE OF OCCUPANCY -1:.:.L~---------·--- TYPE Of' CONSTRUCTION _:i2:' fl '=--'--------------s. F. OF BUILDING 55"0, tr S. F -OF' LOT ___ _ MIIX. /IEIGllT/O' ~ ROAD CLASS. SETBACKS FROM PROPERTY LINE: F'llONT ------- REAR ------RIG/IT ____ _ LEFT OFF S1'REET PARKING SPACES REQUIRED ~.,.__,q. __ _ M'PROVED: FLOOD llAZARD ----------------- CERTIFIED BLDG ELEVATION ----------- SPECIAL CONDTTIONS -------------- PROBLEMS PIITI! PERNIT ------------- ADDITIONAL INFORM!ITION NEEDED -------- CEHTIFIED BY COLORADO REGISTERED LAND SURVEYOTI OR ENGINEER------------------ PATTILLO ASSOCIATES E"!GIN5ERS, INC'. 715 GRAND AVENUE• P.O. BOX 751 GLEN\/VOOO SPRINGS, COLORADO 81602 [303) 945-9695 •FAX [303) 945-/.1921 rF--::__e·_· -- 1 ---- I I I I I I ei 11 011u NI lt?c> '2.4-" Oh VBIZ-T -T-f f' Ui-Jl-E.07 NO]""W 0 Trief1-l'J I <?E- l'Z.J'i'..M u 'I"/ tl-t7e '.ZA-"Ov VE:P-1 ~ -t L t-'OIL: UPPEf~ 0LAB u: n-tt:-1'-N~ VAf'-1&0 fl'oM ce" (13 f Eol'-WI E:TE:~) ~ 1D 4i?z-" {e?LA~ Dl'A!tJ7) v ' "" ---} PROJECT .:;;, lt'-1 I N&E.12-C:Af.flb€: /?He f DATE c;./"?>Q/"'!";? BY_,_~-'-'11'"----- SHEET OF ' 6 # ----- ~ -- ---;i-r-I -1-'1 --------__ :'.JI----,._{ E~·,~ 1':f eOU//ry co/? PATTILLO ASSOCIATES EN.GINEERS, INC.' 715 GRAND AVENUE• P.O. BOX 751 GLENVVOOO SPRINGS, COLORADO 81602 (303) 8"'15-9695 •FAX (303] 845-4921 z s:: PRDcJECT '7fN/N{d3rt.. &'rr..fk::E.=/Sf/Of DATE wl~o/17 BY /Vvvp--- SHEET 1,,. OF ·c:; # ----- -1 v +u ' L (j \--- () ~9 uJ ~\ ~t · GENERAL STRUCTURAL NOTES GENERAL 1. Design is based on the 1988 edition of the Uniform Building Code. Design Loads: Roof (snow): ••••• L.L. = 50 PSF Upper Floor: ••••. L. L. = 50 PSF (Future Garage Floor) 2. The Contractor shall be responsible for the temporary shoring and bracing of all systems and protection of all adjacent structures. 3. The Contractor shall confirm dimensions and elevations shown with architectural drawings; notify Engineer immediately of discrepancies. 4. Notify Engineer if any openings are to be cut in structural systems for mechanical or electrical items. FOUNDATIONS 1. Foundation Design is based on assumed soil properties as follows: Maximum Bearing Capacity= 2,500 PSF. Active Soil Pressure = 45 PCF. Passive Soil Pressure = 300 PCF. Soils are presumed non-expansive, non-soluble, and not prone to excessive consolidation. Specific soil properties shall be verified by the Soils Engineer upon excavation and prior to footing placement. 2. All footings are to bear on undisturbed natural bearing materials or compacted structural fill. Compactive effort for structural fill shall be in accordance with Soils Engineer's recommendations. Bearing soils (natural and compacted) sha 11 be inspected and approved by Soi ls Engineer prior to placement of footings. CONCRETE AND REINFORCING STEEL 1. All concrete used for footings and lower level slab shall attain 3,000 PSI compressive strength within 28 days. Concrete use for the upper level slab sha.11 attain 4,000 PSI compressive strength within 28 days. Use Type II cement with 4% air entrainment. Concrete aggregate shall be normal weight (stone). 2. Perform all cast-in-place concrete work in accordance with ''Specifications For Structural Concrete For Buildings,'' ACI 301-84, unless noted otherwise. Pro- vide cold or hot weather protection per ACI 305 & 306. 3. Reinforcing steel shall conform to ASTM A615. #4 and smaller -Grade 40 #5 and larger -Grade 60 4. Horizontal reinforcing steel shall be made continuous by lapping bars minimum 32 diameters at all splices and providing corner dowels. Fabrication and instal- lation of reinforcing steel shall conform to ACI 315. 5. Provide accessories necessary to properly support reinforcing at positions shown on plans. · STRU,CTURAL STEEL 1. Design, fabrication and installation of structural steel shall conform to AISC and AWS specifications. $ft-.liN6E/Z-6Arl-/~+;ci' $/f1 f Of" 6 2. Steel other than pipes shall be ASTM A36 (minimum yield strength=36 KSI). Pipe columns. shall be ASTM A53-B (minimum yield strength=35 KSI). 3. Connection bolts and anchor bolts shall be ASTM A307, unless noted otherwise. 4. Fillet welds shall be made with E70xx rod, size 3/16'' and continuous unless otherwise noted. REINFORCED UNIT MASONRY 1. Masonry unit design, manufacture and installation shall conform to standards set by the Masonry Institute of America. 2. Assembled masonry to develop 1,500 PSI ultimate compressive strength (F'm) in 28 days. Special inspection not required. 3. Concrete masonry units shall conform to ASTM C90, Grade 'N', Type I, lightweight block. 4. Mortar shall be Type 'N' or 'S'. Mortar shall attain l,800 PSI compressive strength within 28 days. 5. Grout shall attain 2,000 PSI compressive strength within 28 days. 6, Reinforcing bars to be deformed bars, minimum yield strength=40 KSI for #4 bars, 60 KSI for #5 bars. Lap reinforcing bar splices 40 bar diameters unless otherwise noted. 7. Reinforce all corners and jambs with minimum 1-#4 vertical, full height, unless otherwise noted. 8. Reinforce. all bond beams with 2-#4 continuous, unless otherwise noted. Extend full height wall reinforcing continuous through intermediate bond beams. 9. Provide continuous horizontal ladder type Dur-0-Wall reinforcing @ 16'', unless otherwise noted. Lap joints minimum 8". 10. Grout all reinforced cells and bond beams solid. Grout all cells below grade solid. 11. Fill voids and grout cells solid a minimum distance of 30" beneath and 12" each side of beam reactions and other concentrated loads. • ·COMPOSIT~ METAL DECK S1N1N6Elf2.. W-/SHof' -si+r ? or .;. 1. Design, fabrication and installation of composite steel floor deck shall conform to the Steel Deck Institute (SDI); Minimum Yield Strength = 40 KSI. 2. Deck shall be 1-1/2" deep by 22 gauge, type 1.5 VL (Vulcraft designation), or equal, with the following minimum section properties: I=0.149 in "4/FT, SP=0.181 in "3/FT, SN=0.189 in "3/FT 3. Decking material shall be galvanized. 4. Attach deck units to steel beams with 1/2'' diameter puddle welds at 12" o.c. 5. Attach side laps per manufacturer's recommendation. 6. Place concrete on deck in a manner to avoid impacts and excessive deck deflections. 7. Submit product literature indicating steel yield strength, deck section properties, and composite deck load capacities. INTERIOR SLABS-ON-GROUND (S.O.G.) l. Unless noted otherwise, interior S.O.G.'s shall be 4" thick concrete slabs placed on a minimum 4'' thick layer of free-draining gravel. 2. All interior S.O.G. 's shall be reinforced with 6x6- Wl.4xWl.4 welded wire fabric unless noted otherwise. Option: Replace mesh with synthetic fiber additive per manufacturer's recommendations and Engineer's approval. 3. Provide slab control joints maximum 12' each way, unless noted otherwise (see typical details). 4. Provide free-draining gravels and compacted fill (where necessary) according to Soils Engineer's recommendations. 5. Compactive effort for gravels, structural fill and existing subgrades which support S.O.G. 's shall be in accordance with Soils Engineer's recommendations. 6. Provide vapor barrier and under-slab drain system according to Soils Engineer's recommendations. August 3, 1993 Mr. Rollin Sininger P.O. Box 845 New Castle, CO 81647 Mr. Sininger: GARFIELD COUNTY BUILDING AND PLANNING On July 29, 1993, you came into the Garfield County Building & Planning office and requested that your permit (#4812) be kept open for a period of one year. I am enclosing an excerpt from the 1988 Uniform Building Code, which states that the permit can only be kept open for six ( 6) months. We do need a letter to put in your file requesting that your permit be kept open for six months. If you have any questions, feel free to call or write this office. Thank you, Y4~,J(~- Stella Archuleta Secretary Enclosure 1096TH STREET, SUITE 303 • 945 8212/625-5571/265-7972 • GLENWOOD SPRINGS, COLORADO 61601 ' " i~ I ;,;: .\' 7,0 . .) r'• :A-. 303 UNIFORM BUILDING CODE P.lans ... specificatil?ns and other data filed therewith conform to_.~e requiremen!.s of this code and other pertinent laws and ordinances, and that the fees specified in SectiOil.' 304 have been paid, he shall issUe a permit therefor to the applicant. When the building official issues the permit where plans are required, he shall endorse in writing or stamp the plans and specifications "APPROVED_" Such approved plans and specifications shall not be changed, modified or altered without authorizations from the building official, and all work regulated by this code shall be done in accordance with the approved plans. The building official may issue a permit for the construction of part of a building or structure before the entire plans and specifications for the whole building or structure have been submitted or approved, provided adequate infor- mation and detailed statements have been filed complying with all pertinent requirements qf thi_s_ code. The holder of such permit shall proceed at his own risk without assurance that the permit for the entire building or structure will be granted. (b) Ret'ention Of Plans. One set of appioved plans, specifications and compu- tations shall be retained by the building official-for a period of i:iot less than 90 days from date of completion of the work covered therein; and one set of approved plans and specifications shall be returned to the applicant, and said set shall be kept on the site of the building or work at all times during which the work authorized thereby is in progress. (c) Validity of Permit. 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 this code or of any other ordinan~~ _of the jurisdiction. Permits presuming to give authoritYtO~.{Olife or CfilfCel ·i:he provisi(ll_l_~ of this co.4~ or other or<linantes of the jurisdic.tion Sh<i.lln."ot be varra·.-----------. ··· -· . ---. ------ The issuance of a permit based upon plans, specifications and other data shall not revent the building official from thereafter requiring the correction of errors in sai plans, specifications an other ata, or ram preventing bu1 1ng opera- tions being carried on thereunder when in violation of this code or of any other ordinances of this jurisdiction. (d) Expiration. Every permit issued by the building official under the proV-i- sions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by-such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Before such work can be recommenced, a new permit.shall be first obtaineQJ__Q do sol--and the fee_ therefor__shall be one half the-ariiOUiitrequired Tor a nme~~fOr __ ~l!_ch.~ii:~: _p-~O~id~d no_~~~g-~s _have_been_ ~aCJ.~-or~WillJ_;ie _m~cte in the original .Pl<µJ.s and specificatioriS-for such wci"rK;-and provided further that such suspension or ab'an:CfoiimeilthaS-IlOt exc·eeOed Orrtfyear:Ifi'Oi-dCitO.ren_ew action_ on a permit after expu-atiOn~·rheperffiltteesnar1p-aya,neW-fuil~rrnitfee-.--- AflYperIDittee-h~idi"ng -~-i:i~n-;;pi;.~d~P;r~~;-;:y-~ppiy ·fo;-;;;~;~ension of the·. time within which he may commence work under that permit when he is _unable to· 10 ~ 1988 EDITION 303-304 commence work within the time required by this section for good and satisfactory reasons. The building official may extend the time for action by the permittee for a period not exceeding 180 days upon written request by the permittee showing that circumstances beyond the control of the permittee have prevented action from being taken. No permit shall be extended more than once. (e) Suspension or Revocation. The; building o_fficial may, in writing, _sµspend or revoke a permit issued under the provisions of this code whenever the permit I~ issUed-iil error or on the baslS--of incorrect informatiori;iUJjplied, or in violation of any ordi~~.~-?~regulation _C?r any_O_~~:-~rovisions ci(ihi~ code_-·-----, Fees Sec. 304. (a) General. Fees shall be assessed in accordance with the provisions of this section or shall be as set forth in the fee schedule adopted by the jurisdic- tion. (b) Permit Fees. The fee for each permit shall be as set forth in Table No. 3-A. The determination of value or valuation under any of the provisions of this code shall be made by the building official. The value to be used in computing the building permit and building plan review fees shall be the total value of all construction work for which the permit is issued as well as all finish work, painting, roofing, electrical, plumbing, heating, air conditioning, elevators, fire- extinguishing systems and any other permanent equipment. (c) Plan Review Fees. When a plan or other data are required to be submitted by Subsection (b) of Section 302, a plan review fee shall be paid at the time of submitting plans and specifications for review. Said plan review fee shall be 65 percent of the building permit fee as shown in Table No. 3-A. The plan review fees specified in this subsection are separate fees from the permit fees specified in Section 304 (a) and are in addition to the permit fees. Where plans are incomplete or changed so as to require additional plan review, an additional plan review fee shall be charged at the rate shown in Table No_ 3-A. (d) Expiration of Plan Review. Applications for which no permit is issued within 180 days following the date of application shall expire by limitation, and plans and other data submitted for review may thereafter be returned to the applicant or destroyed by the building official. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon request by the applicant showing that circumstances beyond the control of the applicant have prevented action from being taken. No application shall be ex- tended more than once. In order to renew action on an application after expiration, the applicant shall resubmit plans and pay a new plan review fee. (e) Investigation Fees: Work Without a Permit. 1. Investigation. Whenever any work for which a permit is required by this code has been commenced without first obtaining said permit, a special investigation shall be made before a permit may be issued for such work_ 2. Fee. An investigation fee, in addition to the permit fee, ~be collected whether or not a permit is then or subsequently issued. The investigation fee .§JJ.&l be equal to the amount of the permit fee required by this code. The minimum 11 m t Ll J .. .• Nature of Work GARFIELD COUNTY BUILDING, SANITATION and PLANNING DEPARTMENT Building Permit 109 8th Street Suite 303 Glenwood Springs, Colorado 81601 (303) 945-8212 N: o 4 812 Garage Use of Building __ _::=:.::":::: ____________ _: _____________________ _ Owner ______ R~~o=l=l=in~S~i~ni~n~g~,e~r~·---------------------------- Cc itractor ____ _,Own~~e=r~-------------------:-,---------------- July 1, 1993 An.ount of Permit: $ --.1.-3,,3=·,.,6,.5C7'.,..,r-,.,,,-----Permit: 81. IJO White -Treas. Canary -Office Pink -Applicant Gold -Duplicate Plan ; 52.65 Date: s. Archuleta Clerk . l GARFIELD COUNTY APPLICATION FOR BUILDING PERHIT PEIUllT NUMBER fLf/.,2_,, DATE 7-/' 9 .3 pleuse _pr}nt or f~YJ)e TO BE FILLED OUT HY APPLICANT --ADDRESS IZZk ;;LV «'o< . N{'c.J <!a 5 t It!. I SUBDIVISION _____ ~-------~- PILING H L07' II BLOCK II -------- 7 'll X SCl/EDULE H LEG/IL (SEC/TWN/RNG) ------------- NAME c /,J/" /41/-f/1§"0'£ ~lllILING ADDRESS f tJ. 8"7< /i'J(f CITY &f,.; Cut/G Co Pl/ONE 9fY -27/(; :r.: ~ NAt.fE u <> ~ f.1 llDDRESS NllNE self ADDRESS CITY Pl/ONE LICENSE I.I CLASS OF \IOPJ( '!Erv I/ llLTER/11'ION TJDDI1'ION IJEllOLISll RE:PAIR llOVIT ----------- 'IOBILE 110/IE (make/1•1odel) ·; .F. OF BU.[LDING _____ S. f'. Of' LOT ____ _ ii OF f'LOORS llEIGIIT -------- // Of' FAllILl' UNITS # OF BEDROOMS ---- INTENDED USE OF BUILDING (f?~n-;e-./~re... r;llRllGE :) SINGLE_ DBL CARPORT: SINGLE DBL 1''1BEPLllCE DOCUMENTS J\'l'TJ\Cl!Ell fl'llTER SUPPLY -------------------l!l UV E W ll l' PERMI1' SI'l'E PLAN ilUILDING PLANS SllNITllRl' SEIVER CLEllRllNCE ON SI7'E SEWAGE DISPOSllL PERMT1' OTIIER DOCUMENTS (specify) -~ 0 Wl'f:'( t°<-4/'J' TO eortPG'CJ7C. a ~~ . &s ]"1!-c.. u/'1"¥:'1.. 1"'0'1.T1or-,,., (#-<. Fl/rvtK. PLOT PLAN NO'l.'E: Show ease111ents, property line dimension£ all other structures, specify nortl1, and street nun1a. .li'or odd :sl1aped Jots, or if space is too s111al.J.,. JJrov_icJe se1Jarate plot plan. fl OF BUILDINGS NOW ON PARCEL USE OF BUILDINGS NOW ON PARCEL -------- • La:· ,>ff' FRONT PROPERTY LINE STREET NII/IE/RO/ID NUMBER ------------ CIIECK IF CORNER LOT DESCRIP7'ION OF f'iORK PLANNED--------- I hereby acknowledge that I 11ave .read this application and the above is correct and I agree to con11Jlg with all county ordinances an<~~ulating building constructio SlGNllTURE~ FOil OFFICE USE ONLY VllLUllTION FLOOD 11/IZllR/l ------------------PERNIT FEE $ S2·6S-CERTIFIED BLDG ELEVA7'10N T07'AL FEE SPECIAL CONDITIONS ----------~-- :WNING DISTRICT PROBI,EMS /</IT/I PERfffT T.YPE OF OCCUPllNC.:cl':----:--------------- Tl'PE Of' CONS7'RUC7'10N :Ji!:: J'1 :~------------- S. F •. OF BUILDING 55"0.fr S.f'. OF L07' NllX. JIE.[Gl/T /O' ~ RO/ID CLJ\SS. llDD.[TlONllL INl'OHMJIT.[ON NEEDED -------- ------------------------,----· CE117'1FIED Bl' COLORADO REGISTERED LAND SURVEYOI· :>ETDJ\CKS f'ROM PROPER1'l' LINE: F'HONT OR ENGINEER ------- l<El\R RIG/17' LEFT Of'F STREET Pl\RK.[NG SP/ICES REQUIRED ,....,_~q---- INSPECTION WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE JOB 24 HOURS NOTICE REQUIRED FOR INSPECTIONS BUILDING PERMIT GARFIELD COUNTY, COLORADO Dal• hmd 2/1J'l3zon•d Ar•~G;;:EEMENTmm p.,m;t No. ~/:J....m 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 from t unty Buildi I pector and IMMEDIATELY BECOME NULL AND VOID, Use -3io,.,l<l:...llll:L..l'--lmll--:-f-.-._'!l"':;;;;:--:::::;;-:----..--;;--r-,;;---;7':;~ __ ...,..._,.'--l!lf!lr--- Owne Setbacks Front Side Rear .. =This Card Must Be Posted s~ It-Is Plai~ly Visible From the Streetun.tilFinal Inspection.-------·· INSPECTION RECORD Zoning Roof Covering Electric-Final (by STATE inspector) Footing Foundation Plumbing-Underground Gas Piping Heating Ventilation Frame 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. ,. ~~--"= =.c::: -~~~.:c:--~ -~ ~-~-~ =THJS~PERM·l'l'=IS-NOT~NSFERAB1'E~---_.::=:~-~ = -_ --~,_-_ ---~-· -• •c- Phone 945-8212 10 9 8th Street, County Courthouse, Glenwood Springs, Colo. IF PLACED OUTSIDE -COVER WITH CLEAR PLASTIC