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Home My WebLink About4739 8 N_ 047'?" e r - GARFIELD COUNTY BUILDING, SANITATION and PLANG 109 8th Street Sulb 303 DEPARTMENT Glenwood Springs, Colorado 81001 (303) 905.9212 Job qddress 0090 Cotton Hollow Lane, Carbondale Nature of Work IIuilding Permit Use of Building Single Family Dwelling Unit Owner Ste'hen Heini• & Laren Olson Contractor Owner 1101.38 Amount of Permit. $ Permit: 667,59 Date: MaY 3 1992 Plan : 433.88 S. Archuleta White - Treas. Canary - Office - Clerk Pink - Applicant Gold - Duplicate ,r GARFIELD COUNTY �f2,Q� APPLICATION FOR BUILDING PERMIT PER MIT NUMBER /✓ / R.ecv Iraq DATE 2 / �, ` please print or type Assessor's Parcel #239 /1.3 •O2 002... PLOT PLAN TO BE FILLED OUT BY APPLICANT -- ADDRESS COW col - TON I'FdtJ_ c/%I ' I NOTE: Show easements, property line dimensions, `FILINGISION (_'1'h7NWo lria 1-1-0 LL4^4i all other structures, specify north, and street LOT # BLOCK # name. For odd shaped lots, or if space is 6 w !TAXI SG TAX SCHEDULE # too small, provide separate plot plan. a LEGAL (SEC /TWN /RNG) _ # OF BUILDINGS NOW ON PARCEL 0 USE OF BUILDINGS NOW ON PARCEL 'NAME r...•, .,. ' 11 I — . G .l `L O ! MAILING ADDRESS (OWWTY 14p i&•-2 ! PHONE 9`f.i - ,'7O9 o CITY Lis �- o., r A, - NAME a z ADDRESS CITY _ , �Pl� /' �, / � 4.9 e w j ' //al emir z ° 4 z - - WAME g' M iN fl1edNi6 �/ •// ! v !ADDRESS 02..t O . ' co.fur' RA1 167 Ui[CdliS e,lve%o e• CITY (UIwu4a4 sii/'Y6S_ Co PHONE qfr/(' -o7p q LICENSE if CLASS CLASS OF WORK NEW ALTERATION ADDITION _ DEMOLISH REPAIR MOVE MOBILE HOME (make /model) _ G.F. OF BUILDING at e, S.F. OF LOT 0 Aar.5 # OF FLOORS 2 HEIGHT FJ-E' # OF FAMILY UNITS / # OF BEDROOMS 3 INTENDED USE OF BUILDING J{-Omc GARAGE: SINGLE DBL CARPORT: SINGLE DBL FRONT PROPERTY LINE FIREPLACE - DOCUMENTS ATTACHED _ STREET NAME /ROAD NUMBER COed lu tQ' y Q D 16 3 WATER SUPPLY CHECK IF CORNER LOT DESCRIPTION OF WORK PLANNED ( DRIVEWAY PERMIT SITE PLAN ' — BUILDING PLANS ' SANITARY SEWER CLEARANCE I hereby acknowledge that I have read this ON SITE SEWAGE DISPOSAL PERMIT application and the above is correct and I OTHER DOCUMENTS (specify) I agree to comply with all county ordinances and state laws regulating building construction - e _ ` ∎ -Go S384G/A/F tsis ,,1l A/it, — ,5,380•00 SIGNATURE A...'n " % ' + " " ' "" - r FOR OFFICE USE ONLY VALUATION - °ir /or /02. 00 FLOOD HAZARD PERMIT' EE $ , 0 PLAN C T'= CHECK FEE $113 3. 9 o CERTIFIED BLDG ELEVATION TOTAL FEE $ 0 3 i SCHOOL IMPACT FEE $ 4 SPECIAL CONDITIONS ' ?b V E JF' g I DATE PERMIT ISSUED JJVEW?C- COMMphphkp ZONING DISTRICT / Q p PROBLEMS WITH PERMIT TYPE OF OCCUPANCY A7•- ADDITIONAL INFORMATION NEEDED TYPE OF CONSTRUCTION V- JAI S.F. OF BUILDING 37 &[7 S.F. OF LOT Sac 1-._ MAX. HEIGHT -^- 2-0" ROAD CLASS. - CERTIFIED BY COLORADO REGISTERED LAND SURVEYOR SETBACKS FROM PROPERTY LINE: FRONTc5C . L• J OR ENGINEER REAR RIGHT LEFT OFF STREET PARKING SPACES REQUIRED , / ✓j. s 3 2 ! * /�!IY 3-Zs-�; • APPROV nPROVED: - IN ME i % PLANNING DEPARTMENT DATE �ry �DINC- DEPAR , DAB E. Architectural Committee Cottonwood Hollow Subdivision Carbondale, Colorado 81623 March 9, 1993 Stephen Heinig 0281 County Road 167 Glenwood Springs, Colorado 81601 - Dear Steve, Thank you for the response to our letter dated July 27, 1992. The "suitable materials ", screening, and landscaping have been addressed appropriately with the new information that you have provided. Our original copy of the design information did not address the roofing (see copies attached). Any color Brown would be acceptable but not necessarily all colors of what might be considered Green. Natural Green for the area, or Dark Green is approved. Although wood is an acceptable choice for the siding, we're not sure that your leaving it the natural color. If it is painted, a natural neutral color is approved. ; Yo u c� Gallen B Smith Chairman cc: Stephanie Nye A. 0. Forbes � jilri C DT `V fly /99z Design information to be submitted to Architectural Review Committee of the Cottonwood Hollow Subdivision along with the plans for the Heinig- Dlson house to be erected on Lot#2. 1. Driveway, garage area and eastern access area may be graded independently of home construction in order to allow access and parking on the property. 2. Wooden deck may be added at a later time. 3. Water well, plantings, outbuildings and irrigation systems may be completed independently of house construction. 4. Soils report is included. • Fzoct o fi & 441 1 �/S S ,s cacti Feel /993 Design information to be submitted to Architectural Review Committee of the Cottonwood Hollow Subdivision along with the plans for the Heinig- Olson house to be erected on Lot#2. 1. Driveway, garage area and eastern access area may be graded Independently of home construction in order to allow access and parking on the property. 2. Roofing will be brown or green. 3. Wooden deck may be added at a later time. 4. Water well, plantings, outbuildings and irrigation systems may be completed independently of house construction. 4. Soils report is included. • • }} l { t r 1 w M' p ~. , x • \ ti 0 ay ° '•:I _ I p +i` 6 1 . ».un / ,L �j \ 0 w n st ` I L I r i A \‘' �� ;, I r s 0 8. t 4 a n ti I J 6 �• ` • 6 1.� B ` T . re 9 o I 5 /4 /V r< � v [ � L L I^ S; t fw 1 _ f 8 t ri _ -0 " Oi. .Sea i — �A�i • I vi , ' • x. � , - .� M • . • � L r �; W S � e 4� �I � I F �� "{� • r> v k as°k -\ w • -) � 1 H. - y • I � 41 f , • hh C' \} q '• _ \ ■� ., : 'l 7, L: .n u� h' t • n � � i ` L y ' _•� ) �ii • r �'. g ••••.. 2 r • Air 11 . -. ti 's e 1 • .' i tl r 41 1 '' 0 - } Z 1 • • : \. : B = � �' ' `� s a, � Icy n , ,,, ,� • i ,� x 1 .� a r'�� +�� . e n b • r r p ',. CO °. 4 :'� Ii {" • 0 fi � � ,w , a u � g pg s4 e y :. *; s j 3 §] � [ y r ,H _ $ ? € r 1 , . .F.. R. 1 . 1 ' :4 . 1 ' i . q i d0.' • tr6:. 6..g .- ..: g /i ;S y ap= M z 9 : kr � ' € i n 1 -,ie•tt ° } ' - I 15X11 %a .._..1.i. 1 I' ill= - - € - • ... . 3- no/.76Atyl-Eiri r i‘ _ • - 7 1 // . .,- W , . ' . . . - ' - '' , .. . r. .., - . ., . - 1/1 . 'r? • 4 /4 rt / . i .0" _ / ::-/" / -1 / — ir id ..S 2 ' i / . / - 7 - _ i . 1,• ,.. --- 4 L ± - ?N --- 23,a(:2 .. ..-., Sic.:1 ;L - 2 1_24.2.7(ig 4 c•') c) - ' • , — ••- eamplesmn.. 14 H ' H i ,................ • .• !„ i ! ',',/.-?-015 Z_V_Z,d /,-/ - -• ..r. ZS (S o ) - 4' ' " - c! ' 47 .---.• / /4 4 • a , 27 ; .• 64 . . i . , ---- - 7 ,--- • • 1 . • . , - , • • 2 lif e7 .5 -2 -5 — 2) ' g 0 s..3 - . . . , .._._ , --- .--. - k - - 1- - i 7 .■----,......„ . : !1 , ij ,2s t•- ••■••,- .... §7 6 / " . . : __ .. S T ei 0 j jf )L N- loo../0 TM- FAA & di B r Phlb C%o U , M , t 3 44 - cove $ t - 2 t mG Lincoln DeVore,Inc. Geotechnlcal Consultant■ 1441 Motor St. / Grand Junction, CO 81605 S ,dui/ 64 5 44 (903) 242.8988 qt b0 9> 0 September 25, 1989 Mr. Gailen Smith P.O.Box 241 Snowmass, Colorado 81654 Re: Test Pit Inspection Lot 2, Cottonwood Hollow Sub. Cattle Creek, Garfield County Gentlemen, As requested, Lincoln - DeVore personnel have recently completed a teat pit excavation evaluation at the above referenced site to determine the condition of the foundation bearing soils. Our conclusions and recommendations for the site are presented below: &oil claasiiiaatianl The soils on this site are quite variable, ranging from scattered cobbles and gravels in a low plastic clay matrix in the upper 2 -1/2 feet to a medium to large boulders in a very sandy clay matrix. These soils have low expansive properties. The allowable bearing capacities of the soils are 2600 psf maximum and 400 psi minimum. Nantngdg EMI The soils encountered in our test borings appear to be native to the site. All building foundations must penetrate any man -made fills which are present at the site at this time, as well as any fills which result from the excavation process. Carefull examination of the open excavationwill be necessary to determine the presence or absence of man -made fills. The open excavation must be examined prior to the placement of concrete to establish that materials of proper design bearing capacity have been exposed and that no soft spots or debris are present in the foundation area. A 24 hour notice is required for all Field examinations to enable Lincoln - DeVore to schedule personnel and provide service when needed, &Qi1 tkistaag QQndit14112: Moderate. Free water was obaerved at a depth of 8 feet below the existing ground surface. Foundation UPS 8taQm ;4nded.L A properly designed shallow foundation system based upon the above allowable soil bearing capacities would be appropriate for this site. Lincoln- DeVore has not been provided with a set of construction drawings for this structure, therefore, we cannot provide precise foundation recommendations. If you wish Lincoln- DeVore to complete a formal foundation design for this structure, please provide us with a Mr. Qailen Smith lot 2, Cottonwood Hollow Sub. September 25,1989 Page 2 set of construction drawings. Beinforcing;. All foundation stem walls should be designed as "grade beams" capable of spanning at least ten feet. Where the foundation stem walls are relatively shallow in height, vertical reinforcing retaining nofes4arfeet However, height, the vertical reinforcing may be necessary to resist the lateral pressures (restrained case) of the sails along the wall exterior. To aid in designing such vertical reinforcing, an equivalent fluid pressure (8.F.P) on the order of 46 pcf would be appropriate. floor elakal Floor slabs on grade, if any, should be positively separated from all structural portions of this building and allowed to float freely. Frequent scoring (control joints) of the slabs should be provided to allow for possible shrinkage cracking of the slab. These control joints should be placed to provide maximum slab areas of approximately 200 square feet. Any man -made fill placed below floor slabs on grade should be compacted to a minimum of 90% of its maximum Modified Proctor dry density,• ASTM D -1557. These soils should be placed at a moisture content conducive to the required compaction (usually Proctor optimum moisture content f2%. The magnitude of expansion measured of the soils on this site is such that floor slab movement should be expected if slab -on -grade shoulde constructed with a minimum construction Non-bearing partitions inch on slabs preferably at the bottom, to allow for freedom of movement without affecting the roof or floor above (see attached suggested detail). All bearing partitions should have their own foundations. If this is a basement or multi -level type construction, stairways between floors should not be constructed as a rigid connection, but should allow for vertical movement of the floor slab. Qtaindan And Q£Adigai Surface grading should be completed in such a manner that all runoff moisture is removed from the vicinity of the structure as quickly as possible. Roof downspouts and sill cocks should be carried across all backfill areas aand allowed to discharge well away from the building. All lawn sprinkling heads should be placed at least 10 feet away from the foundation. Future LNners of this residence should be advised to fill in any settled yard areas to eliminate ponding of water near the house and to provide adequate elope for proper drainage away from the house and off the site at all times. 8s1C To reduce settlement and aid in keeping water from reaching beneath this building, all backfill around this building 2 v Mr. Gailen Smith Lot 2, Cottonwood Hollow Sub. September 25, 1989 Page 3 should be mechanically compacted to 80% of its maximum Modified Proctor dry density ASTM D -1557. The only exception to this would be the components of the perimeter foundation drain, if any. All backfill should be composed of the native soils and should not be placed by soaking, jetting or puddling. All backfill placed in utility trenches around this structure or below foundation walls should be mechanically compacted to a minimum of 90% of its maximum Modified Proctor dry density ASTM D -1557. These soils should be placed at a moisture content conducive to the required compaction (usually Proctor optimum content 12%. COMA TYBMi Type II Cement should be used in all concrete in contact with the soil on this site. Calcium Chloride should not be added to concrete conteing a Type II Cement. BEnatks.i The bottoms of all exterior foundations should be located a minimum of 24 inches below finished grade for frost protection. Respectfully submitted, LINCOLN- DeVORE, INC. a ssadei V eal---- By: Edward M. Morris Engineer /Western Slope Manager LDTL Job 071195J 3 S p tv�, 5 if %t A T. WALL TOP OF WALL SEE PLAN CO CONDITION VARIES :::;;;::� :i:y5i r 5 CONT , 5 ....... .� .. 2- c� 16 "O.C. �'::.':.. : :: <: @ TOP EACH WAY •'!. ` : : :;: '4 DOWELS 124" MINIMUM "'`'` @ 32" O.C. FROST SEE ; 6 V DEPTH PLAN 2- 4 5 LONGIT :; / CONT. • T FOOTING �.'.' SEE PLAN ' :: >`: ?J:' '' . � +.. IO ' , FOUNDAT ION DRAIN 3.. 1i FTG. SHALL BEAR IF REQUIRED BY CLR 16 SOILS ENGINEER YE AN• ON UNDISTURBED / / NATURAL SOIL /� TYPICAL LOW FOUNDATION WALL )I 3/4 "= V -0" • 1 - =5 CONT FELT BOND @ NOSE SEE GENERAL BREAK NOTES FOR SLAB & REINF ih T. SLAB • SEE PLAN 6Sg *:2: >::•:•»: :: <•: : ............. fYrl tip. •l�fMYYYSn U r i r ri%i%} `•,_•- • -� {'r; frrsr.• • T. SLAB ::'.i .ti•vY. - - •r•r•r• ' r r SEE PLAN ,, ‘‘'-'44.1.1.: • r• r• r• r• r• r. r• r •r•r•r•r- r•r•r•r•r•r.r•r•r•r•r r Y V YYl• YY V U•YSnYYYY •rYYYlYl •r r;r;r;.. r • r•r Y • A,- r•r•r•r• r• •,•y + lYfiYYY SEE / 2 - *5 CONT PLAN TYPICAL SLAB STEP 3/4 "= 1 ' -0„ 002 S ?ti,G . S 7 T r3 ' T. PLYWD JOIST / SEE GENERAL NOTES RIM —� PLWOOD SHEATHING e/ SEEPLAN �ie` .. ..........................� . T. WALL p� "v \ :loth SEE PLAN / SOLID BLOCKING @ :;:;.,`:; 16" O.C. IN FIRST :: `:. :: (2) JOIST SPACES %iir iii ` ` ` ` :: FLOOR JOISTS (SEE PLAN FOR SIZE & SPACING) A� � S9 a- peor ALVCF(OR 80L� SEE /43 - 8'r PLAN : A35 CLIP EA. SIDE (EACH BLOCK) 1112" CLR 4 HORIZ. @ 16" O.C. 1 5 VERT. @ 16" O.C. FOR FOOTING & REINFORCING SEE DETAIL SEE GENERAL NOTES FOR SLAB & REINF. T. SLAB SEE PLAN T. FOOTING ;j: :•`.: >:' ' 7 [.`• >i �• i <:i: i:' �c; i ?i > >. :1c SEE PLAN svEC SEE PLAN f #6tT A EXT. FND. TALL WALL @ PARALLEL JOISTS I 3 / 4 "= 1'_0 WA s P)v . S dh w G RIM , k T PLYWD JOIST PL WOOD SHEAT SEE PLAN • SEE GENERAL NOTE T. WALL L SEE PLAN ► tr , e ' . :: •' FLOOR JOISTS " " " " (SEE PLAN FOR : SIZE & SPACING) 2x6 REDWOOD SILL w/ 3/4"0 ANCHOR BOLTS 8 SEE A35 CLIP - EA. SIDE @ 8" O.C. PLAN I(EACH JOIST) y 't ? I 1 / 2" 7).p. CLR $5 HORIZ. 16" O.C. I a5 VERT. FOR FOOTING @ 16" O.C. & REINFORCING SEE DETAIL — SEE GENERAL NOTES FOR , SLAB & REINF. ' ,• T. SLAB a SEE PLAN - $. T. FOOT ING Y SEE PLAN .11 11::::: ::; I :;;:;; ;;:; SEE PLAN ) 3/EXTcr. FND. TALL WALL @ JOISTS 11 �w 4 F • WRAP COL. IN COL ABOVE I5# FELT (SEE PLAN) STOP SLAB �' @ COL XX BASE (BCBOLTS POST PER MFG.) T. SLAB SEE LAN ... ........................:•::.•. �++.UA.Uti.S. 5. }•::::• {::::. }:•)i.7'•:::.i :: {.; • . �: ;.; • :, r.r. r .r.r.. . r •J.J.l.J.J� • p.. .•::. :•:.. : ::: M•.�.Sr. 1.•. SEE )i:;:$' �c ?::: >.; .r.J..r. .r.r.r. PLAN • a ::;•::•:>�;::•.;•::.:.::: •`' • "'' SEE GENERAL NOTES ....... FOR SLAB & REINF • 3 .. N SEE CLR PLAN FOR SEE PLAN PAD REINF WOOD COLUMN @ SLAB AND PAD I I "' STEEL COLUMN BASE PLATE (SEE PLAN) SEE T. SLAB 1 i SEE PLAN +j ... i:.;AA 1%1.rtir: . •: . ...r r.r.r.r.J. SEE : PLAN SEE GENERAL NOTES N. FOR SLAB & REINF 3•• CLR SEE PLAN FOR SEE PLAN PAD REINF fa STEEL COLUMN •) SLAB AND PAD 3/4 "= 1' -0" 308 , PERMIT # OWNER M F • Vr / / C3 LOCATION(? %c:/ �P ,, x/07 � i{ ; ` CONTRACTOR ° IH 't THE FOLLOWING ITEMS MAY HAVE BEEN OMITTED FROM YOUR PLANS OR MAY NOT COMPLY WITH 11 f, THE PROVISIONS OF THE UNIFORM BUILDING CODES. PLEASE CHECK ALL CIRCLED ITEMS I If t BEFORE BEGINNING CONSTRUCTION. ALL REFERENCES ARE 1988 EDITIONS OF THE CODES. .',� ,:1 '(, THESE ITEMS ARE REQUIREMENTS FOR R -3 OCCUPANCIES ONLY (ONE AND TWO FAMILY I ' 4: DWELLINGS) AND ARE NOT ALL INCLUSIVE OF THE CODE REQUIREMENTS, BUT ARE MEANT AS h 1 'h F R_ i ; A GUIDE TO SOME OF THE MOST OFTEN ENCOUNTERED QUESTIONS RELATED TO CODE t < . REQUIREMENTS. THE APPROVED PLANS RETURNED TO YOU SHALL BE KEPT AT THE BUILDING L G SITE DURING CONSTRUCTION. FOR ANY REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE y.5 ' CONTACT THE COLORADO ELECTRICAL INSPECTOR. 5 • THERE SHALL BE A FINAL INSPECTION AND APPROVAL OF ALL BUILDINGS AND STRUCTURES 1/4 _ { WNE COMP ETED AND READY FO OCQUPANCY D USE -,UBC SEC 05 (d). , s 4 42 reAr oP 0 cna d!/ co de fe viteMeh is e Pen e oo 7� c e tc ) c/ � ,' � i t Concrete for foundations and load bearin Blabs is r uired 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 -8. 2. Masonry units, mortar, and grout shall be protected during cold weather in accordance with UBC Sec. 2404 (c). Concrete shall be protected during cold i or hot weather In accordance with UBC Sec. 2605 (f) and (g). 3.' Minimum concrete and /or masonry foundation reinforcement requirements are i shown on the attachment. (Note: these minimums apply only if a foundation ' a soils investigation is not performed and the soils are assumed to have an h ' • expansion index of 20 or less and footing loads less than 2000 lbs /linear .p foot - UBC Sec. 2904 (a) and (b) and Sec. 2906. i , ( Foundation frost protection is 30" from finished grade to top of footing - UBC 2907 (a). C5 Foundations shall extend a min of 6" abo finished grade - UBC 2907 (d) .t l ii 1 - 7 Provide Provide for the control and drainage of surface water away from the building 1 i• - UBC.2907 (f). � r. ' (� Foundation walls enclosing a basement below grade shall be damp-proofed on the exterior with approved materials - UBC Sec. 1707 (d). 81/4 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 y„ 6 feet apart, min. of 2 bolts per piece and within 12" of each end of piece � - UBC 2907 (f). 1 ' 0 Exterior concrete or masonry piers shall extend 8" min. above grade unless I ' - the posts or columns which they support are treated or decay resistant wood. . jd Columns and posts located in basements shall be supported by concrete piers " 6 or metal pedestals extending 6" min. above earth and 1" min. above floor z unless treated or decay resistant wood - UBC Sec. 2516 (c) 4. - ' '; d (1) Manufactured trusses, and manufactured joists and beams (i.e. TJI /Micro ( Lams, BCI /Versa -Lams, Glu -Lams, etc.), shall be sized and installed in accordance with the manufacturers requirements. ' ' 110' 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 , _ :l wood - UBC Sec. 2516 (c) 2. i X12.7 Girders supported by masonry or concrete shall have 1/2" air space at top, { , 'i- 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 � , 7 concrete - UBC Sec. 2517 (c). 13. Floor joists under and parallel to bearing partitions shall be doubled UBC t 2517 (d) 5. - .t j 14. Floor joists require full depth solid blocking and must lap a min. of 3" over bearing supports - UBC 2517 (d) 3. Q Beams, roof rafters, and ceiling and floor joists shall be supported r, laterally in accordance with UBC 2506 (h). : ,, 16 Columns, posts, beams, and girders shall have positive connections provided F 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 '1 t less than 3" on concrete or masonry - UBC Sec. 2517 (c) and (d) 2. 10. 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. el Floor joists and /or roof rafters are insuf isii,eent for the span - UBC Table 1 25 - - - and UBC Standards. 5:jcting not SfiDWh. I I ' 1 , 2E) 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. '. CocnJry C o? Y i L' ' V. Floor live load shall be 40 psf - UBC Sec.2304 (a) and Table 23 -A -1 - dead ! - I - loads shall be as required in UBC Sec. 2304. ! .. Basic wind speed shall be 80 mph - UBC Sec. 2311. 23 Headers over wall openings 4' wide or less shall be doubled 2" framing fII I . lumber on edge. Over 4' wide the header shall be sized for the span - UB 'Sec. 2517 (g) 5. i 3, Bearing walls supporting two floor loads are required to be a min. of 3" x '.'1 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 ' r width, 60% of width of doubled studs (but not more than.2 successive doubled ! is studs). No holes shall be bored nearer than 5/8" to edge of stud - UBC Sec. j� �'IjI l; '1; 0 2517 (g) 9. i1 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 (2� Sec. 2517 (g) 3. Approximate min. insulation values are R -19 walls., R -25 roofs, and R -11 ,; , floors over unheated space - see plans for more specific requirements - ;,, 1 "Colorado Energy Conservation Standards." 29 Foam plastic insulation shall be separated from the building interior, 7 _ . 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. i r 30. Masonry and stone veneer units (5" max. in thickness) shall have min. size . of No. 22 gauge by 1" galv. metal ties or No. 9 gauge galv. wire ties and . spaced to support not more than 2 sq, ft. of wall area but not more than 24" 1 ' ' on center horizontally. When applied over stud construction, the studs 1 . shall be max. of 16" on center. Approved building paper must be applied 1 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) .- l ( 33� Min. stairway headroom clearance is 6 - UBC Sec. 33061p). 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). `3 4 Stairways min. run 9 "; max. rise 9"; max. variation in rise and run 3/8" - ■ UBC Sec. 3306 (d). 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 . UBC Sec. 2516 (f) 2c. accordance with I 36 Stairway handrails: min, height 34 "; max. height 38 "; handgrip portion shall i. " ' . ! 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 37.!rf.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. 381 Under -floor (crawl space) cross ventilation is required equal to 1 sq. ft �� for each 150 sq. ft. of under -floor area - UBC Sec. 2516 (c) 6. 39.E !" 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 1 Y' 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 i.',1 II 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. i (E ) 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. 42.1V\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 L , Chapter 52, rd 43 Provide combustion air for fuel burning equipment per UMC Chapter 6. j . Pressure relief valves and /or combination pressure /temperature relief valves r, 4 ;, shall be provided with a drain line to a floor drain with min. 1" air gap 1 . 1 _ _ O � or extended to the exterior of the building - UPC Sec. 1007. 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): I � `1 46.f Fuel burning appliances shall not be located in any room used or designed I' +? 1 ' `' to be used as a sleeping room, bathroom, or closet or any enclosed space r ; 0! ' ( " opening into such room or space* UPC Sec. 1309 and UMC Sec. 704 (unless + fir. listed for such use). ;; I 47. Appliances (including space heating and water heating equipment) shall be accessible for repair and removal in accordance with the UMC. ' 48.1' LPG fueled appliances shall not be installed in a pit, under -floor (crawl) i space, or basement - UMC Sec. 504 (f). I 1 'Appliances located in a garage (or in an enclosure opening into a garage) !Iv ii 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 'i be installed a min. of 18" above the garage floor - UMC Sec. 508. ) 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).. (5 ;y�� 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 gypsum board shall not be used over Vapor barriers, in 1 saunas or steam rooms, or on ceilings - UBC Sec. 4712... ( 1 Attic access opening of not less than 22" by 30" is required - UBC Sec. 3205 �.i «' � (a). 30" by 30 "; if mechanical equip. in attic space - UMC Sec. 708. (.-5441 Enclosed attic and rafter spaces shall have cross ventilation of min. 1 /150 " ' of the area of the space ventilated. The area may be '11 /300 if provided 1 equally at lower and upper portions of the space with min. 3' vertical ' !' I ' 0 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. I 1.. Self closing mina 1 3/6" solid, tight fitting door is required between house and garage UBC 503 (d) 3. I1 1, 56 Electrically wired, interconnected smoke detectors are required in all sleeping room access areas, near the top of stairways in upper levels, and i' '� E" near the bottom of stairways to basements - UBC Sec. 1210 (a). ; ' 57U 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 I 11 Chapter 37. 1( 58.‘ Masonry and concrete fireplaces and barbecues shall meet the requirements 1 ! , - 1'. 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 !'11 member - UBC Sec. 3703 (a). COPIES OF THE ITEM(S) CHECKED BELOW ARE ATTACHED (Copies of any of the items above or below are available upon request). s:a Excavations, fills, i i- foundations, and retaining walls - UBC Chapters 2 an ,..,; 29. i o. 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). i ',,, Roof sheathing - UBC Sec. 2516 (i). Wood combined with (supporting) masonry or concrete - UBC Sec. 2515. I 1 _ Floor sheathing - UBC Sec. 2516 (h). ! -' Wiring in plenums - UMC Chapter 10 and NEC. „ i Fire and draft stops - UBC Sec. 2516 (f). - ,I .`I _ Nailing requirements for connecting wood members - UBC Sec. 2516 (j). Enclosure of elevator, vent, and dumbwaiter shafts, and clothes and rubbish y ., chutes - UBC Sec. 1706. - ) Exterior wall coverings and exterior weather protection - UBC Sec. 1707 (d) ! r '4 ' r 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. 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Ni 0 Z tt, CO ti - 01 -01 PJ 0 a'■ 0 44 0 o 0 e _ - cn m a I I _ m o IZ or• 27 0 > L --I • @ . ....._ 0. - c) CO 0 r --i 01 :1› X X X • ;..-< • . —a. p. • .. . -.a Cr • • 0 "*...... = _J.... . ^•-..,.. n --a Fri S p — zc...-, 5m-xr l} 001 ' T. WALL � / TOP OF WALL SEE PLAN !�, 1 CONDITION VARIES V `.‘0`..,`...`,` `/`iii % ":'. 2-#5 CONT • �: /`:: ;•:::' r5@ 16" O.C. ,,,;. @ TOP EACH WAY MINIMUM ;:•: r4 DOWELS 124•• (� @ 32" O.0 6" FROST v SEE ': p :•::- DEPTH PLAN 2- r5 LONGIT CONT. • T. FOOTI G • SEE PLAN FOUNDATION DRAIN 3" I FTG. SHALL BEAR IF REQUIRED BY i CLR 14 ON UNDISTURBED SOILS ENGINEER / ' ' / NATURAL SOIL TYPICAL LOW FOUNDATION WALL 3/4 "= 1' -0" • 1-#5 CONT FELT BOND @ NOSE SEE GENERAL BREAK NOTES FOR SLAB & REINF li T. SLAB SEE PLAN 9dF;2: <:::•:>::•>: ::•::: ::.; ..............• r. fYYYYY YY V Y L •r •r r - rarer• T. SLAB e :::::: :: ::::"..x.' inY •• LL, •••J yr•r.r•r :• y r • f f5 SEE PLAN :. : :; :;Y r f r • r•r•r.r • r • r • r.r • r • r • r•r• :" k�+ sr.?, ..r.r.s.a. - • SEE PLAN 2 -r5 CONT i TYPICAL SLAB STEP ❑ 3/4 "= 1'-0" 002 • Si eG • sl �T r3 • ' RIM PLWOOD SHEATHING ' JOIST \ Z SEE GENERAL NOTES . T. PLYWD _ SEE PLAN ' ............. T. WALL `S ' \ SEE PLAN /� V :; :: SOLID BLOCKING @ i : : • ' ' • : : : 16" O.C. I N FIRST • % �� ' ' (2) JOIST SPACES FLOOR JOISTS ` : :: :i : (SEE PLAN FOR TC:. SIZE & SPACING) J A�lE1 pef SEE .. �t� 8 - PLAN A35 CLIP - EA. SIDE (EACH BLOCK) 11/2" CLR A5 HORIZ. @ 16" 0.C. :: ji 1 5 VERT. • @ 16" O.C. FOR FOOTING > :: > " & REINFORCING ` ..: SEE DETAIL ::;:11:: SEE GENERAL NOTES FOR SLAB & REINF. T. SLAB SEE PLAN : :: S T. FOOTING '; ':: *:': '' SEE PLAN SPEC SEE PLAN £ dEtr A EXT. FND. TALL WALL @ PARALLEL JOISTS n 3/4 "= 1' -0" f I ti11 S r ' w c- . S fih, w r G X .,.... "," I ' � RIM � PLWOOD SHEAT HING JOIST SEE GENERAL NOTES .,_ T. PLYWD ^ SEE PLAN "' "'" IN. . T. WALL 1 SEE PLAN U ] : :: FLOOR JOISTS .... is :' (SEE PLAN FOR „ ,..,,,,:::• >:.•: SIZE & SPACING) .....,. 2x6 REDWOOD SILL w/ 3 /4"/a A35 CLIP - EA. SIDE ANCHOR BOLTS 8 4 SEE (EACH JOIST) @ 8" O.C. PLAN r.� _ y ;y L'J 1 I / 2" CLR r. 1 5 HORIZ. 16" 0.C. ;: 3 1 5 VERT. @ 16" O.C. FOR FOOTING & REINFORCING SEE DETAI ill. • •' SEE GENERAL NOTES FOR SLAB & REINF. ce i 3 ia dik T. SLAB SEE PLAN an T. FOOTING '`'''' •' IT SEE PLAN 'f SEE PLAN EXT. FND. TALL WALL @ JOISTS • 3/4 "= 1' -0" 111 • . . 0 307 WRAP COL IN COL ABOVE 15* FELT (SEE PLAN) STOP SLAB CBXX POST BASE as COL (BOLTS PER MFG.) So T. SLAB • * • ' • :•:.:.:•:.:•:.: * . :•:.:•:.:•:. . ... ... . . . .... SEE LAN . . . . . X7rntOr pre — .:7415151: 5 Cori r en■ SEE PLAN SEE GENERAL NOTES FOR SLAB & REINF 3 CL " R SEE PLAN SEE PLAN FOR PAD REINF WOOD COLUMN @ SLAB AND PAD 3/4"= V-0" • STEEL COLUMN (SEE PLAN) BASE PLATE - SEE 041,! T. SLAB SEE PLAN ttignywa " 4,4MittloVesch' - - -•-• • SEE • • ••:**•* • •.::•:•:•:-:•:•:•:•:•:•:•:•:•:. ............. PLAN SEE GENERAL NOTES FOR SLAB & REINF 3" CLR SEE PLAN FOR SEE PLAN PAD REINF 1 STEEL COLUMN SLAB AND PAD • 3/4"= 308 • df el n p P- b fl ctMh, t& c i t 146 Lincoln DeVae, Geotechnlool Consultants 1441 Motor Grand Junction, CO 87606 lF vpPy • (303) 242.8968 Tv bo 9)0 ( ' September 25. 1989 Mr. Gallen Smith P.O.Box 241 Snowmass, Colorado 81654• Re; Test Pit Inspection Lot 2, Cottonwood Hollow Sub. Cattle Creek, Garfield County Gentlemen, As requested, Lincoln - DeVore personnel have recently completed a test pit excavation evaluation at the above referenced site to determine the condition of the foundation bearing soils. Our conclusions and recommendations for the site are presented below: Egli 4lanaifigationi The soils on this site are quite variable, ranging from scattered cobbles and gravels in a low plastic clay matrix in the upper 2 -1/2 feet to a medium to large boulders in a very sandy clay matrix. These soils have low expansive properties. The allowable bearing capacities of the soils are 2600 psf maximum and 400 psf minimum. Man_mada Filli The soils encountered in our teat borings appear to be native to the site. All building foundations must penetrate any man -made filit which are present at the site at this time, as well as any fills which result from the excavation process. Carefull examination of the open excavationwill be necessary to determine the presence or absence of man -made fills. The open excavation must be examined prior to the placement of concrete to establish that materials of proper design bearing capacity have been exposed and that no soft spots or debris are present in the foundation area. A 24 hour notice is required for all field examinations to enable Lincoln - DeVore to schedule personnel and provide service when needed. Roil tiQiAtvL2 QQnditiQnaL Moderate. Free water was observed at .a depth of 8 feet below the existing ground surface. PQUDdatiQn TYkt litQQmmandadi A properly designed shallow,, foundation system based upon the above allowable soil bearing capacities would be appropriate for this site. Lincoln DeVore has not been provided with a set of construction drawings for this structure, therefore, we cannot provide precise foundation recommendations. If you wish Lincoln - DeVore to complete a formal foundation design for this structure, please provide us with a • cUe t. Mr. Gailen Smith lot 2, Cottonwood Hollow sub. September 25,1989 Page 2 set of construction drawings. Rainfarcingi All foundation stem walls should be designed as "grade beams" capable of spanning at least ten feet. Where the foundation stem walls are relatively shallow in height, vertical reinforcing will not be necessary. However, in the walls retaining soil in excess of 4 feet in height, vertical reinforcing may be necessary to resist the lateral pressures (restrained case) of the soils along the wall exterior. To aid in designing such vertical reinforcing, an equivalent fluid pressure (B.F.?) on the order of 46 pcf would be appropriate. flint filakal Floor slabs on grade. if any, should be positively separated from all structural portions of this building and allowed to float freely. Frequent scoring (control joints) of the slabs should be provided to allow for possible shrinkage cracking of the slab. These control joints should be placed to provide maximum slab areas of approximately 200 square feet. Any man -made fill placed below floor slabs on grade should be compacted to a minimum of 90% of its maximum Modified Proctor dry density,' ASTH D - 1557. These soils should be placed at a moisture content conducive to the required compaction (usually Proctor optimum moisture content t2X. The magnitude of expansion measured of the soils on this site is such that floor slab movement should be expected if slab -on -grade construction is used. Non - bearing partitions resting on slabs should be constructed with a minimum inch void space, preferably at the bottom, to allow for freedom of movement without affecting the roof or floor above (see attached suggested detail). All bearing partitions should have their own foundations. If this is a basement or multi -level type construction, stairways between floors should not be constructed as a rigid connection, but should allow for vertical movement of the floor slab. pr.ainsgg and grading& surface grading should be completed in such a manner that all runoff moisture is removed from the vicinity of the structure as quickly as possible. Roof downspouts and sill cocks should be carried across all backfill areas aand allowed to discharge well away from the building. All lawn sprinkling heads should be placed at least 10 feet away from the foundation. Future Loners of this residence should be advised to fill in any settled yard areas to eliminate ponding of water near the house and to provide adequate elope for proper drainage away from the house and off the site at all times. @Kkfii;. 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N bQ y ° O O b O ^O 0 G ,q PP •0 .T ? z a 5 m v q O 0 o a o cs' m A o ca av 4 Z rt W E. N O O O O O m w n H ml. 0 O N A A a 0 0 1- C Z t gl S so H N cm co ace ' - /, 117 _ .. itithiCio h MI S4 . it ! ii atC ih1_ti C Ofil LiC4),3 THIS CARD 1S POSTED OH THE JOB 24 HOURS NOTICE REQUIRED FOR INSPECTIONS BUILDING GARFIELD COUNTY, COLORADO w?��. Date lssued..Zoned Pa p Permit No.T 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 -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 p Lo ut Inspect *n I DI E ] }�E 1�F NULL AND VOID, - Use ...z " _ ( /� �'° .,J °� flan= may° _ 'y�} Address or egal Description ' 19 f ! a 0� • . , 9 e /� • .. 9 f a 5 f e" n�� MA) I I/ ontractor f„J i:SIOV s+� 1 Setbacks Front Side Side Rear This Card Must Be Posted So It Is Plainly Visible From the Street Until Final Inspection. , -� v INSPECTION RECORD Zoning Roof Covering ft /9 / anb . -s /r{i -s /n.;--4 > 1 p Footing _ Ll &L 'I- 1 - % � • Foundation '' MASTER PLiIMEER'S LICENSE r7 1 j 'J � . ; Plumbing- Underground - -- , : c , Gas Piping Heating Ventilation 1 Frame /5/44i22'_/as4 Insulation /" / ry 9'7, Plumbing- Rough /44 27/ Drywa11474 /4,:m 7 �' P , /2 -! -5'3 S / Final '4-29„ -4L /�.� - - ■ ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING - _ _- - - 0 WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. THIS::: RMIT i4 j NOT TRANSFERABLE Phone 945 -8212 109 8th Set,. County Courthouse, Glenwood Springs, Colo. APP •VED - Date - A ` 3 ` By *4 _ A!r' IF PLACED OUTSIDE - COVER WITH CLEAR PLASTIC 6,____