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HomeMy WebLinkAbout4711 Ne 0 47' GARFIELD COUNTY BUILDING, SANITATION and PLANNING DEPARTMENT 109 Sth Street Suite 303 Glenwood Springs, Colorado 81001 (303) 9454212 Job Address 4792 154 Road, Glenwood Springs Nature of Work Building Permit Use of Building Construct Detached Garage & Shop Owner Darrell Fitzwater Contractor Owner Amount of Permit: $ 163.35 Date: April 9, 1993 Permit 99.00 Plan : 64.35 S. Archuleta Clerk White - Treas. Canary - Office Pink - Applicant Gold - Duplicate GARFIELD COUNTY APPLICATION FOR BUILDING PERMIT � PERMIT NUMBER (� / °J / please print or type DATE '-Y- / r 9 93 Assessor's Parcel # TO BE FILLED OUT BY APPLCANT, PLOT PLAN 9 T ADDRESS 'Ta /51 oa dd , G, a. NOTE: Show easements, property line dimensions SUBDIVISION / all other structures, specify north, and street d FILING it LOT 11 BLOCK 11 name. For odd shaped lots, or if space is a TAX SCHEDULE N t oo small, p separate plot plan. LEGAL (SEC /TWN /RNG) I1 OF BUILDINGS NOW ON PARCEL 49f2 V_ ��w��i� USE F BUILDII,NGGS ON PARCEL r. NAME 'alga tin _ / r°,S �' I� E' - MAILING ADDRESS petit o CITY ._..11.. N -=* PHONE 303- Pf'4 ,21S x a NAME f A w ADDRES CITY - NAME P (.{2 V t , ADDRESS U `g CITY _ o PHONE LICENSE 1 u CLASS OF WORK 'JEW )C ALTERATION _ ADDITION DEMOLISH REPAIR MOVE A 'IOBILE HOME (make /model) /A ;.F. OF BUILDING S.F. OF LOT 12,42 -Chri 11 OF FLOORS 1 HEIGHT /1' n 1? OF FAMILY UNITS iy N OF BEDROOMS /VrT INTENDED USE OF BUILDING r2crr l.c* ,0 %;ARAGE: SINGLE DBL X CARPORT: SI,N( DBL FRONT PROPERTY LINE FIREPLACE DOCUMENTS ATTACHED STREET NAME/ROAD NUMBER WATER SUPPLY ex /A' 7/ A/L7 CHECK IF CORNER LOT DRIVEWAY PERMIT r2 DESCRIPTION OF WO•K PLR NED SITE PLAN ✓ ,,,t 'W • &o c t • : I /f A W. 0 • BUILDING PLANS '---- SANITARY SEWER CLEARANCE /1/4 _ `` I hereby acknowledge that I have read this ON SITE SEWAGE DISPOSAL PERMIT ('pY( 5 2 application and the above is correct and I OTHER DOCUMENTS (specify) agree to comply with all county ordinances and s te law v .�ggulati � ng building construction r 6 1 F n..) SIGNATURE FOR OFFICE USE ONLY VALUATION 7 r %D — FLOOD HAZARD PERMIT FEE $/ 97----PLAN CHECK FEE .$ /1„.36 CERTIFIED BLDG ELEVATION TOTAL FEE $/ 36 SCHOOL IMPACT FEE $ /VA SPECIAL CONDITIONS DATE PERMIT ISSUED ZONING DISTRICT PROBLEMS WITH PERMIT TYPE OF OCCUPANCY Al TYPE OF CONSTRUCTION 1 / -N ADDITIONAL INFORMATION NEEDED 7gY r S.F. OF BUILDING 2 S.F. OF LOT c MAX. HEIGHT t , ' ROAD CLASS. CERTIFIED BY COLORADO REGISTERED LAND SURVEYOR SETBACKS FROM PROPERTY LINE: FRONT - OR ENGINEER REAR RIGHT LEFT OFF STREET PARKING SPACES REQUIRED APPROVED ! / � /� %':.ir 7 g APPROVED: 4_8-43 BUILDING DEPA2TMENT . a D PLANNING )EPARTMENT DATE µ4 , It Q , • ,I 0 ICBO Evaluation Service, Inc. ▪ R Asubsidiarycorporationofthe International Conference of Building Officials • "',0• TM EVALUATION REPORT Report No. 3044 Copyright © 1992 ICBO Evaluation Service, Inc. April, 1992 Filing Category: EXTERIOR COATINGS (060) Q -BOND (a) For unsupported height considerations, the h/t factor may be based TIM LAYDEN on the nominal thickness of the block walls, providing wall heights do not POST OFFICE BOX 1481 exceed those set forth above. BROOMFIELD, COLORADO 80038 -1481 (b) The design procedure shall be based on the working stress design Subject: 0 -Bond. formulae included in Table No. I I with the "d" dimension being the distance I. from the centroid of the reinforcing to the edge of the grouted cell in the II. Description: A. General: Q -Bond consists of a proportional mixture direction of bending. The "b" dimension shall be the width of the grouted of portland cement, hydrated lime, fiberglass reinforcing strands, fine cell measured perpendicular to the direction of movement. sand, calcium stearate and water. The mixture is troweled onto both faces (c) Horizontal beams or lintels shall be precast concrete, mortared and of hollow concrete block masonry in lieu of mortaring of head and bed grouted reinforced masonry or structural steel. joints. The Type "E" fiberglass strands have a length of approximately 1/2 (d) No more than one vertical reinforcing bar with necessary splicing inch and treated to resist the alkaline cement matrix. The minimum ulti- is permitted in a grouted cell unless the clearances and spacing comply mate compressive strength at 28 days, when 2 -inch cubes are tested, is with Sections 2404(e), 2407 (f), and 2409 (e) 1 and 2 of the code. 3,900 pounds per square inch. The ratio of water to the sacked dry mix material shall not exceed 0.25 by weight. Mineral oxides may be added to (e) Bearing areas for beams lintels or other concentrated loads shall be the mix to provide various colors as desired. No other materials are to be confined to the reinforced, grouted cells alone. added to the mix in the field except water. The material is troweled to a (f) Bolt values in the code for grouted masonry are not applicable to this minimum thickness of inch on both faces of prestacked, running bond type of construction, unless the entire embedded portion of the bolt is set pattern, hollow unit masonry. The finished surface may be textured, start- in grout. ing with a smooth troweled surface, provided the minimum thickness is C. Installation: The hollow concrete masonry units shall comply with maintained and the prepared mix is unaltered. The material is considered U.B.C. Standard No. 24 -4 for Type N masonry. The first course of block • weather resistive under Section 1708 of the code. is leveled and aligned in afull bed of Type S mortar on a concrete founda- The walls are limited to supporting no more than a roof, with a maximum lion, and all first course cells filled with grout complying with the code. As unsupported wall height of 8 feet. Where gable roof construction occurs, an alternate, the first course may be set in a bed of the surface coating ma- the wall may extend above 8 feet, provided it is laterally stayed at the top terial and grouted with the same material. See footnotes for Table No. I for and at maximum 8 -foot intervals. allowable racking shear loads based on construction of the first block B. Design: 1. Unreinforced Hollow Unit Masonry: Walls with a running course. Subsequent block courses may be laid in a running bond pattern bond pattern may be designed as unreinforced masonry based on Section without met ecermortar. Stack bond d and d horizontal when s steo the t el i concrete provided ae are units 2408 of the code, provided the wall height does not exceed the limitations ar C o rg u d metal plastic u used align as s required set forth above. The allowable working stresses on the net cross- sectional in al Chapter s as necessary n doketwallplumb. are Head joints joints are ias butted as closely a area of 6 -, 8 -, or 12- inch -thick walls are as set forth in Table No. I. cal closely as ns posssisible. b le. Window Window w keep lhr the and d000r r opee .n. nings s are formed by conven- Bolt values in Tables Nos. 24 -0 -1, 24 -D -2 and 24 -M of the code for tional construction procedures, including temporary shoring for lintel grouted masonry are not applicable unless the entire embedded portion sections, All vertical wall reinforcement shall have continuity into the foun- of the bolt is set in grout. dations by dowels or other approved methods. 2. Reinforced Hallow Concrete Masonry: The design of walls laid in . The walls are braced laterally as necessary to maintain proper alignment running bond shall be based solely on the net section of grout in cells with and left until the surface coating is applied and cured. The material is a minimum f' of 2,000 pounds per square inch at 28 days. Design proce- mixed in strict compliance with the manufacturer's instructions to a tro- dures may be based on working stress design of reinforced concrete. welable mixture. If the mix becomes too stiff and difficult to apply, it may When higher values of f', are used, special inspection in accordance with be retempered once within 60 minutes after the initial mixing. Section 306 of the code is required. Grouting shall comply with Section The wall surfaces are thoroughly misted prior to applying the surfacing 2404 (f). Coarse grout is required and shall comply with Section 2403 (d). material to a uniform minimum thickness of inch, with stopping points Higher strengths may be necessary depending on the f', used in de- prearranged to avoid cold or lap joints in the center of a wall, unless spe- sign. Reinforced hollow unit masonry construction shall have horizontal cially designed. Cold joints may occur at wall corners, wall intersections, and vertical wall reinforcing as required in Chapter 24 of the code. The ver- pilasters, or at special control joints. Designs shall not consider continuity tical wall reinforcing is to have continuity with the footing wall or slab by across control joints or around corners. Each panel between control joints dowels or other acceptable measures. Additional design criteria are asfol- shall be considered isolated for design purposes. Special vertical control lows: joints completely separating long walls may be spaced to reduce cracking Evaluation reports of ICBO Evaluation Service, Inc., are issued solely to provide information to Class A members of ICRO, utilizing the code upon which the report is based. Evaluation reports are not to be construed as representing aesthetics or any other attributes not specifically addressed nor as an endorsement or recommen- • dation for use of the subject report. This report is based upon independent tests or other technical data submitted by the applicant. The ICBO Evaluation Service, Inc., technical staff has reviewed the test results andlorother data, but does not possess lest facilitks to make an independent verification. There is no warranty by ICBO Evaluation Service, Inc., express or implied, as to any "Finding" or other matter in the report or as to any product covered by the report. This disclaimer includes, but is not limited to, merchantability. Page 1 of 3 Page 3 of 3 Report No. 3044 • TABLE NO. II DESIGN STRESSES FOR GROUTED CELLS DESCRIPTION SYMBOL FOR ANY STRENGTHOFJ',4 29,000,000 Modulus of elasticity ratio: ^ wt Flexure: Extreme fiber stress in compression f. Shear: v (as a measure of diagonal tension at a distance "d" from the face of the support) Shear in walls resisting other than seismic forces:' v /, /VT,. (Shear carried by grouted vertical cells) Bearin .lrf g' � 0.25 On full area On one third area or less= 0.375f (Grouted cells only) Shear in walls resisting seismic forces in buildings3 v, Shear carried by grouted vertical cells only IThe stresses indicated may be increased one third when caused by wind forces. -This increase is permitted only when the least distance between the edges of the loaded and unloaded areas is a minimum of one fourth of the parallel side dimension of the loaded area. The allowable bearing stress on a reasonably concentric area greater than one third but less Than the full area shall be interpolated between the values given. 3The stresses indicated may be increased one third when caused by seismic forces. +p, in excess of 2000 psi requires special inspection. • • ' ,l 4/4/ IlF, " 8, &bC REQO /R(MFNTS /2144x. 2 -Srosy -` ' '. ` Ate' ' /V/4 U CC/VSTRUC rioA/ iSLlf D /N4 5 nc .6o //s m /4, , 7� z ''cfr'cl. d v)cjm`q.7 in o Ern ` mdsonry or concrete , not more ,"hcln 6/ d O r ""n. Z bo //s pellpiece and wiftiin 12 "or ectch end, — /WI'n, 2. %a" fre.60 or /- %z'te,6dr(contfr7c/a4, / . -72" rebar Ca 1S "fax, s . I /Z' Cebdr C 't , x, soauag cc ex7len i hin, /67" cg4ol/e Oat y, Mn, 0 s ;,cites of %orii, /- eih O cemrlesf' ( /crdSei- were, 0idrdwd// ev'c,) Q en err, /6" sac Yc 4)4ena /a /d:. 7 stack bond. ---- ill . ,Z- / /s " rebdr (can //buods) ;n Ao7 -2j, I III Genes y/ �aguif -emen ns IIi ,9/, re,6af S4a / /6e /a�o�oed 30 .bur c%a. mi • // // c47/lies 'pp/ill-fog Aebvf- 6 ue. 111 cyAoe/feed. HI Inspec /for/s crre re uirec/ r te,bdf -rn; 0 TO0 //eys uocl CO/- ffldr 14 wd / /s ' 9'roc /h5,, [ / / / eo T 1/erf%cc /reivi- J-e Q.II » 6 al/ Min. v I?" and e ach s ide et' d// a,0e4/'.ir s. m4,, T 3„ Bo.)el 6eani ic 9/-oidinq ofrenc ( /Yin 18" ce /!/ /f /eS lS f eget/ /i.eei it' onyx, 4e/ye / of 8 nine/ t /FdYtioitAr Mi/stbe /a//''mj'/ded / elf' 6o, o ? Yel - tat Wei tobeyrovted • Vefr ie-a / Cc/yii/ies 'v ylie7 co 'PI ine/ao c /Eo'nop /s dfe f-- e , der/ctotafns e're regu /)-Flan' fo/a off Aounolai aas dnd of a// F' /Dots o'ne/ ce / //n // c oehlhyf ar, / emy d•%vehs.ch eve/- Z4' �/so ,cci g/i/•e cy 6ond 6ea Ex /en .i7 y d Min. o/'Z4''cde% & e or o , Q -Bond dnc/ /frkz85 consiruc /ion rnusf contort» fo /UU/ioned 6'esedtch 5oa Re tod 3044 0/ CP -Softd ct4d .4e -f+ . NI?S - /th2 ,4r 41cI$S. c9oi0s o O yiese I'eporfs are 41/4/1c/6/4 ci 7e 4 a only { oe./,701/45 Drv/sron. T 0 A 3 r " TABLE NO. A-24-5—LINTEL REINFORCEMENT OVER EXTERIOR OPENINGS' —WOOD AND STEEL FRAMING' W (Lintels larger than 12' -0" shall be designed.) 8 -INC11 MASONRY UNITS' 6 Nu Loads' 0 P a SECOND STOGY or A T Wp610RY gUIIDINQ On 0115-11 rosy OURgnNOS 8 ROOF LIVE LOAOYn.11 O 20.30 pal (._ 40 Del m WARN el Opening@ Irwr) A 11210 111 BEARING 1 5 I 12 1 4 I E 1 12 (reel) WALLS Irnol) Lintel depth Withal number end tee el rebel 9 8 16 8' 8 16 8 I No. 3 I No. 3 I No.4 1 No..3 1 No.4 I No.4 . ( (0) 8 8 16 , 8.' 8 16 16 1 No. J 1 No. 3 1 No. 4 1 No. 3 2 No. 4 2No.. 5 Any _ ( (A) (11) (up la 12') 8 8 16 :8 16 24 24 I No. 3 I No. 4 I No- 4 1 No. 3 I No, 4 2 No. 5 (D) (13) (11) 8 16 16 8 16 • 24 32 INo.3 INo.4 I No. 5 I I No. 5 2 No. 5 D ( ( ( (C) a at • Prl'r111 =FIooi and Root Loodei FIRST STORY OF 1 WO -STORY nUILOINGS FLOOR LIVE LOAM 5g pal l oo psi SPAN TO Wld11l a) Opening/ (Feel) WALL 6EARINGS,e 9 1 ! I 12 1 4 ( 5 ( 12 HEIGHT WALLS (Foal) Llnle1 depth (Inches) number and sire of reber 8 8 16 8 8 16 8 I Nu. 3 I No. 4 I No. 4 I No. 13 2 No. 4 2No. 5 OR (A) ( 8 8 16 8 ' 16 24 16 INo.3 2No.4 2No.5 INo.3 1 No. 4 - 2No.4 Any (A) ( ( (C) (op lo 12') 8 16 24 8 16 - 24 s 24 I No. 3 1 No.4 2 No. 5 1 No. 3 1 No. 5 • 3 No. 5 ug (U) (13) (A): (D) (C) 8 16 24 8 24 , C Design 32 I No. 3 1 No. 5 2 No. 5 1 0:.4 2No. 5 Required - - _ Reequired 11 m to c • z _ IJhe values shown are number and size of A 615, 60 grade steel reinforcement bars: Example -2 Nu. 4 is two Vr inch - diameter deformed reinforcing a hors. Sec also Figure No. A -24 -13 for continuous kload path. a O 2 'Ihe slipup size and spacing, where required, as indicated in parenthesis below the reinforcing bar requirements. m 1 From 'fnble No. 23 - other floor loads go to next higher value. Where required fluor load exceeds 100 pounds C 4 p per square fool, a design required. 1= Wall wcighl is included. 8I v _ 5 W hell interior walls supporI floors from each side, these values may be used if the spans on each side arc less than 16 feet 0 inch h. Enter te table Z will, the Iuln1 of both span widths. each. O For spans between Ire figures shown, go l0 next higher span width. 0 ? Design required for lintels supporting precast planks. 0 I are 8-inch nont1md depi h where supporting roof bads only and 16 -inch nominal depth where supporting fluor and roofsunless otherwise slated. m All lintels arc solidly gnnncd. ' 'ISlirrup spacing requirements: A = No. 3 al 8 inches on center, 11 = No. 3 Ili 4 inches on center, C = No, 4 al 8 inches on center. None are required unless specifically mmllioued 111 arc 'able. 1 'All exposure calegorics ore included for wind uplift on the lintel. See Foohnle No. 3 of Tables Nos. A- 24 -3 -A Through A -24-3-E as a minimum bond beam. 'Dille No. A -24 -6 may also control. 11 'Fwo No. 5 vertical bars minimum are required on each side of the lintel for 100 mid 110 miles per hour, Exposure U. Dar to extend 25 inches beyond olreniug or look over top bars. -U a m m z to fa Ca O x • ' IMPROVEMENT LOCATION CERTIFICATE S ?I�. E " SOVTHERLV .R -O -W: :DENVER AND 200. 54 "- RIO GRANDE _ WE5TERN.. RAILROAD 'L. 1 1 I in 61 r. r "C1 ? 'T 61 30 4 g 4 t,. i 1 ill . K` , , -- / f I Fes{ iv,1 1 T- - St' M e' "B7 • -- SHED r l b . I � � , k C til 3a 1); . C : A O 493 _ .3 �; '� _y 0 : , ; STONE ; .- RETAA( WALL i/j Z SATELLITE DISH ■ - -\ GRAVE ND/W ` j 1 1 - - 60.9' 25' MAIM WI { '.OVERHEAD POWER LINE • POWER .POLE • N... °.48 _ IO" W 199 1. 4'..,. \ ` FD:Ji'- ...._..... � NORTH LY'. �. '.R -OW " ;',COUNTY RD, , �TYP,� SCALE I " - 30 • . PROPERTY DESCRIPTION SEE EXHIBIT "A" IMPROVEMENT LOCATION CERTIFICATE I HEREBY CERTIFY THAT THIS IMPROVEMENT LOCATION CERTIFICATE WAS PRE- PARED FOR DARRELL. R. .THIS FITZWATER..'-_ , THAT IT IS NOT A LAND SURVEY PLAT OR IMPROVEMENT SURVEY PLAT, AND THAT IT 15 NOT TO BE RELIED UPON FOR THE ESTABLISHMENT OF FENCE, BUILDING, OR OTHER FUTURE IMPROVEMENT LINES. 1 FURTHER CERTIFY THAT THE IMPROVEMENTS ON THE ABOVE DESCRIBED PARCEL ON THIS DATE, 7ULY 7 1985. , EXCEPT UTILITY CONNECTIONS, ARE ENTIRELY WITHIN THE BOUNDARIES OF THE PARCEL, EXCEPT AS SHOWN, THAT THERE ARE NO ENCROACHMENTS UPON THE DESCRIBED PREMISES BY IM- PROVEMENTS ON ANY ADJOINING PREMISES, EXCEPT AS INDICATED, AND THAT THERE IS NO APPARENT EVIDENCE OR SIGN OF ANY EASEMENT CROSSING OR BURDENING ANY PART OF SAID PARCEL, EXCEPT AS NOTED. 0IIMII u11l / �SWARRfiv r rrri' ''i SF /, ' i : j 4 ` BY MES / . .. ON, t , - July : � DA rr1"lI (7l III SP(fPI - ' :7 ,, JOB NO. 6.001- 01 -75 -89 _-r- HIGH COUNTRY - -- 'SURVEYORS Suite 205 - Village Plaza • Glenwood Springs, CO 81601 i t lid I �yll�Y a s • I • PERMIT )( OWNER/"l 1_ /4rER LOCATION "697 c• l?, /rt CONTRACTOR /9 w/A(c'R 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 I. BEFORE BEGINNING CONSTRUCTION. ALL REFERENCES ARE 1908 EDITIONS OF THE CODES, v. THESE ITEMS ARE REQUIREMENTS FOR R -3 OCCUPANCIES ONLY (ONE AND TWO FAMILY ' DWELLINGS) AND ARE NOT ALL INCLUSIVE OF THE CODE REQUIREMENTS, BUT ARE MEANT AS S.': A GUIDE TO SOME OF THE MOST OFTEN ENCOUNTERED QUESTIONS RELATED TO CODE 1 I REQUIREMENTS. THE APPROVED PLANS RETURNED TO YOU SHALL BE KEPT AT THE BUILDING SITE DURING CONSTRUCTION. FOR ANY REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE C1I a S CONTACT THE COLORADO ELECTRICAL INSPECTOR. THERE SHALL BE A PINAL INSPECTION AND APPROVAL OP ALL BUILDINGS AND STRUCTURES WHEN COMPLETED AND READY FOR OCCUPANCY AND USE — UBC SEC. 305 (d). I(1: Concrete for foundations 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 s Table 24 -A and 24 -B. + 2v. Masonry units, mortar, and grout shall be protected during cold weather in i1 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 and /or masonry foundation reinforcement requirements are I , shown on the attachment. (Note: these minimums apply only if a foundation 4.1 soils investigation is not performed and the soils are assumed to have an :'p 'd expansion index of 20 or less and footing loads less than 2000 lbs /linear 1� foot - UBC Sec. 2904 (a) and (b) and Sec. 2906. 4. Foundation frost protection is 30" from finished grade to top of footing - II UBC 2907 (a). 5. -Foundations shall extend a min. of 6" above finished grade - UBC 2907 (d) I Provide for the control and drainage of surface water away from the building - UBC 2907 (f). k: 7. Foundation walls enclosing a basement below grade shall be damp - proofed on H� '_' x. the exterior with .approved materials - UBC Sec. 1707 (d). 8. Foundation plates or sills shall be redwood or pressure treated wood (UBC 2516 (c)), and shall be bolted to the foundation with not less than 1/2" dia bolts embedded at least 7" into concrete or masonry, spaced not more than pp ' 6 feet apart, min. of 2 bolts per piece and within 12" of each end of piece C - UBC 2907 (f). L 9. Exterior concrete or masonry piers shall extend 8" min. above grade unless m] the posts or columns which they support are treated or decay resistant wood. 1 . 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 {�I unless treated or decay resistant wood - UBC Sec. 2516 (c) 4. 10 Manufactured trusses, and manufactured joists and beams (i.e. TJI /Micro- ;1 Lams, BCI /Versa -Lams, Glu -Lams, etc.), shall be sized and installed in '' , accordance with the manufacturers requirements. 1 11. 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 resistantI 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 i 2517 (d) 5. _ j, 14. Floor joists require full depth solid blocking and must lap a min. of 3" over bearing supports - UBC 2517 (d) 3. 15. Beams, 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 'll 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" on concrete 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 q located in middle 1/3 span - UBC Sec. 2517 (d) 3. 19. 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. p,ji _ ,n rl 21. Floor live load shall be 40 gsf - UBC Sec.2304 (a) and Table 23 -A -1 - dead loads shall be as required in UBC Sec. 2304. 22. Basic wind speed shall be 80 mph - UBC Sec. 2311. I 23. Headers over wall openings 4' wide or less shall be doubled 2" framing 1 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 I I a studs). No holes shall be bored nearer than 5/8" to edge of stud - UBC SecI !; 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 I1 Sec. 2517 (g) 3. . 28. Approximate min. insulation values are R -19 walls, R -25 roofs, and 11-11 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" gale. metal ties or No 9 gauge gale. wire ties and I. L' spaced to support not more than 2 sq. ft. of wall area but not more than 24 I, on center horizontally. When applied over stud construction, the studs shall be max. of 16" on center. Approved building paper must be applied I,:. • over the sheathing or studs - UBC Sec. 3006 (d). Ir 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 6'6" UBC Sec. 3306 33. Min. stairway width is 36" - UBC Sec. 3306 b and min. landing dimension Y ( ) g 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" - UBC Sec. 3306 (c). ^' 35. Enclosed usable space under interior and exterior stairways shall be d!.i protected on the enclosed side as required for one -hour fire - resistive I +.r construction - 'UBC Sec. 3306 (m). Fire stops shall be provided in ! accordance with UBC Sec. 2516 (f) 2c. F' ; t �` 36. Stairway handrails: min. height 34 "; max. height 38 "; handgrip portion shall I.r i ; , be not less than 1 1/2" nor more than 2" in x- section dimension. Min. of )I; 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 i., such that a sphere 6" in dia. cannot pass through - UBC Sec. 1711. 38. Under -floor (crawl space) cross ventilation is required equal to 1 sq. ft.' o each sq. �£t. of under-floor area - UBC Sec. 2516 c for 150 f r ( ) 6. i 39. 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 -j 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. 1204.1 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. ,y . 42. Glass in sloped glazing (more than 15 from the vertical) and skylights u 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. 43. Provide combustion air for fuel burning equipment per UMC Chapter 6. 44. Pressure relief valves and /or combination pressure /temperature relief valves I, shall be provided with a drain line to a floor drain with min. 1" air gap H ( I r f Ft I , or extended to the exterior of the building - UPC Sec. 1007. 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 ',� 1 I opening into such room or space* UPC Sec. 1309 and UMC Sec. 704 (unless �7 „- ,IIf listed -a- for such use). 1 47. Appliances (including space heating and water heating equipment) shall be accessible for repair and removal in accordance with the UMC. 48. LPG fueled appliances shall not be installed in a pit, under -floor (crawl) space, or basement - UMC Sec. 504 (f). 9 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 . i in width and 24" in front of stool - UBC Sec. 511 (a). � I I, �. 51. Toilet rooms without operable windows shall be equipped with an exhaust 1.1 1 system ducted to the exterior - UBC Sec. 1205 (c). E{ 52. Showers and Tub /Shower enclosures shall have a smooth, hard, nonabsorbent li )i surface to a height of 70" min. above the drain inlet - UBC Sec. 510 (b). Water - resistent gypsum board 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 P �'. (a). 30" by 30" if mechanical equip. in attic space - UMC Sec. 708. ° III 1 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). " I 55. Garage side of common wall between living space and garage shall be finished M , with materials approved for one -hour fire - resistive construction. This also applies to ceilings and bearing walls if living space above the garage. II ": . : 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). I' •i' ,!- Wood stoves and factory built chimneys, and manufactured fireplace units and b`e 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 I II 'h 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 8 i 9 9 PP 9 �� t ; member - UBC Sec. 3703 (a). 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. - ,J Roof coverings and drainage - UBC Chapter 32 (Roof drains sized in t accordance with UPC Appendix D). Roof sheathing - UBC Sec. 2516 (i). Wood combined with (supporting) masonry or concrete - UBC Sec. 2515. t Floor sheathing - UBC Sec. 2516 (h). Wiring in plenums - UMC Chapter 10 and NEC. Fire and draft stops - UBC Sec. 2516 (f). I!: Nailing requirements for connecting wood members - UBC Sec. 2516 (j). f Enclosure of elevator, vent, and dumbwaiter shafts, and clothes and rubbish I 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 - UBC Sec. 3304 (1). _ Cross connection control and back flow prevention - UPC Sec. 1002 and 1003. Treated Wood Foundation Systems - UBC Standard 29 - l : i.__� b a [ l I t� . , g „ m ec �} -i- 7 _ "�5 l 1-4 , _:1 , - T 1 3jced , I I 1 1 J 1 1 j Jr -,,.... 1 , 1 ,_ I 1 .y - ro _ . 1.- I I l i_ l I . _ I I I I 1 -\, - _ ._r Sisk.' - __ I , 1 1 S IN/ �. Y� I ) Y , � . 1 e wti., 1 elt P (i ( ' 1 >c C�I1 I 1 1 i I I- III 1I III x !. 1 1 I' i 1 I tq el ;a,« ;tcacR., z -l ; ' I : a 1 1 I- a ' xia ' 1 Wcc j l'� ;.iii Ou Y o o i e I c�o vc cCSy ' � / . e e arls I I `i i I . I l a b W ; 1 I I ,. L 1 xs 1 0p c j 1 cDFt sQa I I 1. 1 1 I 1 I 1 1 1 I I ; 1 II 1 1 I .., , i 1 t f , 1 1 t I I ■ ; I ... i I I I i t t I I ; rnio , . .1, , f 1 1 11 -L- ; L , II . trIN • ..„ , 1 siloIrc ----- --* ' 1 1. 411 '1 -2 _.--r-- 7 / e, x t - /0//0 W W P: 1-‘71/ (pp r eill e i'm e.g h 17. II i ' i e on cfrele) I ' 1 , f■ I Ni• 1 ; 1 , 1.. \ I „.,7,inj 0co l , efi-. , , ti . 14 I - 4 17. p p , " p i p -- t c AI /_ 6 / e ) R . , ,. / A/ 317 /ON/ s , I 1 N ) I ' (,)_)t nI 11 )• ) ( de 7 che d ) . , 1 . , • . . , • I I , 1 • i, rp i , . 1 . ' BUILDING PERMIT GARFIELD COUNTY, COLORADO Date Issued L�t"_._Zoned 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 he ount . u Idi In or and 12/11 EDI 1i} NULL AND VOID • u s � . Lott V I L 0 a r , shy Addre or Legal Description !' k � ,yp�g����w ap t' • Dome r s [;. /I 4 y z 4. l ar Contractor chteiti Setbacks Front Side Side Rear This Card Must Be Posted So IC Is Plainly Visible From the Street Until Final Inspection. INSPECTION RECORD Zoning - Roof Covering Footing p/(71- // , // r te Foundation 4 � � .� PIASTER. PLUMBER. LIC,FNSL IF _ Plumbing - Underground Gas Piping Heating Ventilation Frame Insulation Plumbing -Rough Drywall Final8 /3M S' 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 81b Street, County Courthouse, Glenwood Springs, Colo. APPR VE® Date 3 By i n � • 1P 666 IF PLACED OUTSIDE - COVER WITH CLEAR PLASTIC C l e Mx 4 4 ,e.q .�, ass +: .ro. � y.. t 'hT "`i 4- e ° ai 4'"�y «. stn * &kg? 7 dk ,F:r ' . s.de tvu