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HomeMy WebLinkAbout2791Job Address Nature of Work Use of Building Owner GARFIELD COUNTY BUILDING AND SANITAT(ON DEPARTMENT 2014 Blake Avenue Glenwood Springs, Colorado 81601 (303) 945·8241 I (303) 625-3321 0529 132 Road Bu11d1na Pennit Pddition of solar greenhouse to ex1st1ng residence Dave Walker Contractor E. c. c. C9nstrust1 on Amount of Permit: $ 73 .45 Date: April 19, 1981 E111n L. Hicks, C11rk ·BUILDING PERMIT APPLICATION GARFIELD COUNTY BUILDING DEPARTMENT Garfield County, Colorado, _________ , 19 &~ Owner: -------'D__,_fl~V~e--~_~IM~n~/_· k_.__...,e~r.-_________ , Contractor or Builder: ___ t ... :._._. --..C~, _{!,,,__,.___. __ _.._C. ....... o~n~-~r-~{_. ·------------------------ Location: .~0~5~~--· _.9~--' J~.Ol~~~vA~cl~------------------------- Pmposeforwhichbuililingiswbeused:_~S_._c_l_~~~--~~-k~r-C~b---h_a_v_s_e~-------------- SizeofLot: _____________________________________ _ Distance of building from property line at Front: ;JOO f:r Rear: ~2 ..... ,-~C_O_~f_t-__ L""i] ''t Distance from nearest building: -~OC!l4~~-~T ____ _ Source of water supply: __ C~i~L_,.y ________ _ Left Side: -~I _S() __ -tr __ Right Side: _~_C)_O __ f~t __ Number of stories:--~'------------­ Number of rooms:-~~-----------~ Type of sewage disposal: __ 1_1 __________ Type of foundation: el( I s·TI t) g, de C /<. Width of building: __ ,___/ ~I' ____________ Material in outside walls: Ben Y").{ er. Svvfb 4 Cf.Kt ... LL' .!i)(' Ct'I WC<;.T' Length of building: __ QC_____________ Exterior finish: --tG=Lf-ft<Moo--<'ii0o---wd;,.------1-j .-l(--f'@'f--1.L=iA~P.,._....._,,c__.e .... d ..... A....,""",.,_ __ Height of walls: 6 ~ nms ~o\.-Glnss VA'")f :n he 4 !>~ype of roof: Floor space in square feet: .,;ieo .S<-~· £t / ¢6 Estimated value: $ -~7~0_0~' _(3_._0_(') __ ~t>~(t)=~O. ..... ~~--- Date construction will begin: ______ .......,.. __ Permit charge: $ --~~&fi.__,_PlJ ________ _ Plancheckfee, $ ~,.:t= TOTAL: $--~------~~~--~-=-=------- Date of completion: And I/We hereby agree to build strictly to the terms of the above description, and also to clear the grounds and adjacent street or streets of all rubbish and debris caused by the construction of said building. Re,pectfully, if\~~~~ _/_e:·Z'E" The County Commissioners hereby grant the above permit as per terms tberein stated. 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'....J . c-~ \. l "1 )( VI ·-f _-<; (;) Gl ,,. \r \· ·~ -~ ·~ x: "' Q) \. ff> (i._j ·- .r-:·-i :!Jl I Ct~ I I· ]I fl . ~i !' ;-· \• :' I. /{ l /· JI . ,.. - // /./ -~,;·1 ,, • ______________ hL,)t\ .J ___ f:1_f!:_f ___ J.p_~Af!:r.:,__ __ "<::1_1,-:.~u' 1 .• i~;-l _ _ ---~-l'L' "ll" '0 ·iv·-··1 cs J)/f#A /.2N a I r• I' "/l"(""·--' ""IO"R~ 1;j~ FDtLD1mG m::s HAVE EITHLR BEEN OMllHD FR0:1 YOUR PLANS-OR li;io 1i~L IH THE r'F\0\IJSJONS OF THE UNJFORM BUILDING CODES. PLEASE CHECK ALL "x"ed llff.S BEFORE BEGINr~ING CONSTRUCTION. All references are 1982 UBC unless otherwise noted. 3. 4. 5. ----6. 7. 8. ---9. ----1 0. ----11. -----12. ----13. 17. ---18. 21. 22. --·--23. ----24. Structural concrete for footing and foundations and load bearing slabs on grade is is required to be 3000 PSI within 30 days. 2604(c)E and Standard 26-1 Reinforcement steel for footings: 2#4 rebars continuous for foundations: 2#4 Rebard at top & bottom of wall frost protection for footings: 30" minimum to the TOP of the footing. 2907(a) Foundations shall extend at least 6 inches above grade. 2907(a) Provide for the drainage of surface/runoff water away from the building. 2905(f) Foundation plates on mud sills shall be redwood or pressure treated wood. 2516(c)3 roundation plates shall be bolted to the foundation with anchor bolts a minimum of ,.- 1/2" x 7" - 6 feet on center; 1/2 11 x 15" in unreinfoi·ced grouted rr.asonry. 2907(e) Solid blocking is required between joists at all bearing points. 2518{d)3 \.lith joists@ 24" on center: minimum plywood thickness allowed is 3/4". Table 25-R-l Joists are insufficient for the spans: Minimum X -0.C. Table 25-U-J-l E:::am insufficient for loads/spans X MINI:-',Uffsfze-allowed. Tables 25 and 2304 A glu-lam or a steel beam is required a-t . - . Tables 25 and 2304 All \·1alls bearing tvJO (2) floor loads arerequ~1red tobe--a minimum of .3 X 4's or 2 X 6 studs with a maximum spacing of 16" on center. 2518(g) 1,3 Shear bracing required: both sides of each corner and every 25 lineal feet. 2518(g)5 Brick ties; 1 11 x 22 gauge, spaced a minimum of 16" on cneter each v1ay. UBC Standard 30 Ceiling/floor headroom is required to be a minimum of 7 1 6 11 in all rooms except kitchens, halls, bathrooms and storage areas \'Jhich may be a minimum of 7'0". 1207(a) - Minimum stairnell headroom measured from the nosing of tread is 6 1 6 11 • 3305(p) ALL STAIRS: MAXIMUM rise - 7 1/2"; MINIMUM run -10"; ll1AXIMUM overall variation within a flight of stairs is 3/8 11 • 3305(c) (RESIDENTIAL EXCEPTION -8 11 Rise & 9" Tread). Minimum width of stair\'lays in a single-family dwelling is 30 11 • 3305(b) Handrails: minimum height -30"; maximum height -34", handgrip portion shall be not less than 1 1/4" or more than 2 inches in cross sectional area. 3305(j) Residential guardrails: minimum height -47!'.'$&, 11 Open guardrails and stair railings shall have a pattern such that a sphere 6 11 in diameter cannot pass through. 1711 (EXCEPTION -ISOLATED COMMERCIAL MAY BE 12") Underfloor/crawl space ventilation is required. 2517(c)6 Access to underfloor areas shall be a minimum of 18 11 x 24". 251Q(c)2 l~indO\'-IS in unfinished oasements: 4' x 4 1 with a maximum sill height of 44" used for storage only and plans marked "STORAGE AREA ONLY". 1204 (Item Windows located within 18" of the floor and 18" or \'l'ider-are required to be -------~--~-~ ~~n~frl'~ ~ 7 '. or area 26, below) tempered I ~~~E..:.~---.,--·-----·--·-··---- ' •. ' :~ (' 0. t ·----···--"'' ____ ,,-., ... ----- GARF I ELD cou·rnY srArE oF._, .. ____i_'?l or,ado __ ,_· ---------- ... GARF I ELD COU-NTY STATEOF~ __ C_o_l_o_r_a_d_o~-~~~~ -/ Olfic" of Building Oflicial , --! ~ ~EOUEST FOR INSPECTION "'°) 7 o, J D<ite b / / ~ 3. Permit No. ex. I (__ Time ~ ?l 6---~ ) · n . ----"'----'----1--- Rec.i"•d-a6'£ f-6 / ~ (!?_ cJ/ o;",;c, No. HEATING Owner's _./)Job Add~mn ('}_,,... /l /) n A , cc_,.-.. fi~ Name--_l/~JVL,,..t.Y '/'</~~tor~ [::_ \ L_. ~ BUit.DiNG PLASTERING ELECTRICAL PLUMBING F OU noation ······· 0 Wire-·------·--·· 0 Rough Wiring. O -Rough---------------0 cn;mn"Y ·······-··· 0 La1h ··-·-···-···· 0 Fini<h Wiring .. 0 Fin,,1 •... ----'········ 0 FraminO--··-······· 0 Sc"•a1ch----···--··O Fi><tur~-----·--··O Sewe"-·············· 0 Fin,,1 ....... --······· 0 Brown _____ .... 0 Motor«..--·········O G..s ................... 0 Rough ••.......... 0 Fin•'·-····-·········O V.'a'1er Ht'.~1~r .. 0 w~~H~nrf ~0 . ~~,\·~0--;;;;-~::::::8 Ucn"cr~;g'rou"rlcf g Insul at1 on READY ~~recTroN ~ Mon: )~X-/,£ ';? ~d ThurS. Fri.~ ln•pmion Made~~ ~ &~~ GARFIECD c60frrv~ ~~ > ·-.• Colorado · ~·- , Olric:e of Building Olfici~I 0 ~"-6# /'_~ _::::f ~OUEST FOR INSPECTI~.~;, No2_J 9_L__ Time 0·. Qv ~) . . .. thuivl'd o.5-.i:<'"·-~ 3 Ci( j)oh1ric1 NI~ _7 _. __ (1 ___ _ ---- -_,_2_ ____ ~ .. ..;:i -_fl/ ___ ~ -~ _ 5} Job Aclcl1cu _ /) /J __ Q,·,n~r·"\..._/~ c:J_....,__..... ~ _, r .. '~mt --~~~ . Conlt.i!!Ctor _______ ., ______________ _ Loc•llllf BUI l DING PLASTERING E"LECTAICAL PLUMBING HEAT ING Found.11tion ... -u.D \Vir~_ . ..........._ __ ........ O Rough \·\.lj1ing.O Chi1Tu,ey ........... O L.a1h.·-··-········O Fi,.}iih \"r'iring .. 0 fr.,rnin~········-··i Sc'r,.:i1c:h .. ---·----.. D Fix1urn .......... O Flnaf .. , .. -··········· Bro~"----······· 0 t~otor'l.. ............ O Footl ngs -Finisli __ , __ .......• o t:::2.. Wea tberorf D w.11bow1 ····---· o ;z.?~ Insulat1on~ nEADY FOR 1NsPEcT10N r.l.on: Tu:!//. . /,., w .. d. Thu~. Fri. __ _ lnMpH1ion M~d.. -~'__2-?-J:2 ___ ~r . 02~~ /' I •p~cl or____ ---·---df'LL __ ~-~~-------------t-~~({}-......_.___,~f--='---C::::. __ --t-·- , c: .......... ~ ~o.' Aougli ............... 0 Finel. ..... , .......... i=J Se,..e ................. l.J Gn• ........... _______ , 0 C""PDOI ........... 0 U derground D