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HomeMy WebLinkAbout4740 Nt O47 GARFIELD COUNTY BUILDING, SANITATION and PLANNING DEPARTMENT 109 Sth Street Suite 303 Glenwood Springs, Colorado 81801 (303) 9454212 Job Address 2581 Midland Avenue, Glenwood Springs Nature of Work Building Permit Use of Building Install Factory Bilt Unit w /full basement Owner Otto Zinko Contractor Owner Amount of Permit: $ 252.45 Date: Mr) 4. 1993 Permit: 153.00 Plan : 99.45 S. Archuleta Clerk White - Trees. - Canary- Office Pink- Applicant Gold - Duplicate 4 v k GARFIELD COUNTY r VT! A PPLICATION FOR BUILDING PERMIT '/7910 /Y PERMIT NUMBER please print or type DATE 5: lssessor's Parcel # TO BE FILLED OUT BY APPLIC' T PLOT PLAN ADDRESS - - _ -- - %/ C���. • • NOTE: Show easements, property line dimensions, SUBDIVISION r all other structures, specify north, and street FILING # LOT `# BLOCK # name. For odd shaped lots, or if space is TAX SCHEDULE # too small, provide separate plot plan. LEGAL (SEC /TWN /RNG) # OF BUILDINGS NOW ON PARCEL o n e NAME 20 r,/ f f USE OF BUILDINGS NOW ON PARCEL ( MAILING ADDRRES _� r�� yy� CITY C 4 W„ . PHONE t � /. r 1 �l 1 m NAME C' L ,'„ . So S. , r a'.. & zyL- ( 0 424 a t� a . ADDRESS • CITY ✓ I ..!CI w `QDO ` 1 - - NAME 1 11 - - N � ✓ 8 7 d 'I) m ADDRESS 1 ✓� ' o U „it- J..��4 , g CITY 7 d 0 1 Scic o (PHONE LICENSE # _ ` V) CLASS OF WORK Pe r ' i NEW 1 ALTERATION ADDITION _ 14- +- 3 00 � 5 i 4 C Ov DEMOLISH REPAIR MOVE / _ MQ fQ (make /model) CTrfn 11_413 dff ." 197 e 0 /2 'd /B -7 1 0 Lo 1 LoT / t F S.. OF BUILDING S.F. F LOT L x1 r y 1 ii• OF FLOORS !i ba.S( IVt ?v7 HEIGHT 507 °01 t OF FAMILY UNITS ' # OF BEDROOMS y Z ( ` n (p 427 7•L3 what INTENDED USE OF BUILDING f P ,‘ r_ (At, c_ _e � � �(� GC V� GARAGE: SINGLE DBL CARPORT: SINGLE DBL ,r• ` =• 0 'ERTY LINE FIREPLACE - DOCUMENTS ATTACHED _ STREET NAME /ROAD NUMBER WATER SUPPLY t r ; ' " 0 c ' , C n CHECK IF CORNER LOT _ DRIVEWAY PERMIT DESCRIP. ION OF WORK PLANNED • SITE PLAN or .e o • c BUILDING PLANS R $ (' f,i't t4-1 SANITARY SEWER CLEARANCE A/11- / I hereby acknowledge that I have read this � � r ON SITE SEWAGE DISPOSAL PERMIT t tr Pr/ application and the above is correct and I OTHER DOCUMENTS (specify) _ agree to comply with all county ordinances and state laws regula ing building construction. /34rcJ �.re�un41ta�1 � � �4 SIGNATURE 9 , 1 I' � FOR OFFICE USE ONLY T VALUATION /3 4 FLOOD HAZARD PERMIT FEE $ `j? O 0 PLAID CHECK FEE $91,1 CERTIFIED BLDG ELEVATION TOTAL FEE $ 25-4$ SCHOOL IMPACT FEE $ n SPECIAL CONDITIONS DATE PERMIT ISSUED ZONING DISTRICT i /G_ /.5/ PROBLEMS WITH PERMIT TYPE OF OCCUPANCY R-_3 3 TYPE OF CONSTRUCTION /1. - - /� ADDITIONAL INFORMATION NEEDED S.F. OF BUILDING 2_6 Y5 q Es S.F. OF LOT 316,44 -I MAX. HEIGHT /r rr ROAD CLASS. 1 CERTIFIED BY COLORADO REGISTERED LAND SURVEYOR SETBACKS FROM PROPERTY LINE: FRONT Sw 042,,,,,e_ OR ENGINEER REAR RIGHT LEFT OFF STREET PARKING SPACES REQUIRED APPROVE ♦ z . /�� / / s APPROVED: �J`�J� ii' ^ S_ �1 l s, r ,ING DEPARTMENT NATE P ANNING DEPARTMENT DATE - / - - I � Le l lel , Off -I" h eivi ,,9 41 01 W k_ To Glenwood ci) iti?r: Springs N o Site ai o > 6 o a > c; 3- -a -o No Scale e c 4- c (53 m N 0 0 I A To Aspen VICINITY MAP Scale: 1" = 100' Approximate Property Boundary ii; 0/ B.M. 5 . 5— '4 r 0 Proposed 0 TH-2 < o Building O- i Footprint i 6 Z , co 1 \ ' d L ) 2 7 ) M. LOCATIONS OF TEST HOLES Job No. 19390 Fig. 1 P i g " (± - PERMIT $ OWNEROFFP 2 /N4C'D LOCATION Mw/WM f _ CONTRACTOR THE FOLLOWING ITEMS MAY HAVE BEEN OMITTED FROM YOUR PLANS OR MAY NOT COMPLY WITHl I 11 , THE PROVISIONS OF THE UNIFORM BUILDING CODES. PLEASE CHECK ALL CIRCLED ITEMS BEFORE BEGINNING CONSTRUCTION. ALL REFERENCES ARE 1988 EDITIONS OF THE CODER I +I I 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 IP' 1� A GUIDE TO SOME OF THE MOST OFTEN ENCOUNTERED QUESTIONS RELATED TO CODE Ili' REQUIREMENTS. THE APPROVED PLANS RETURNED TO YOU SHALL BE KEPT AT THE BUILDING 1 SITE DURING CONSTRUCTION. FOR ANY REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE ' CONTACT THE COLORADO ELECTRICAL INSPECTOR. THERE SHALL BE A FINAL INSPECTION AND APPROVAL OF ALL BUILDINGS AND STRUCTURES ., WHEN COMPLETED AND READY FOR OCCUPANCY AND USE - UBC SEC. '305 (d). i / J 4/ / /•Mfs siWy coIayefro d/ /code regu:rrn,sn fsg even :t not CiI 104 • 0 9 Concrete for fo one and load bearing slabs is required to be 3000 psi in 28 days - UBC Chapter 26. Mortar and grout shall be in accordance with UBC Chapter 24 & Table 24 -A and 24 -B. Masonry units, mortar, and grout shall be protected during cold weather in I w accordance with UBC Sec. 2404 (c). Concrete shall be protected during cold '' or hot weather in accordance with UBC Sec. 2605 (f) and (g). 3. Minimum concrete and /or masonry foundation reinforcement requirements are shown on the attachment. (Note: these minimums apply only if a foundation soils investigation is not performed and the soils are assumed to have an .r expansion index of 20 or less and footing loads less than 2000 lbs /linear ® f f foot - UBC Sec. (a) and (b) and Sec. 2906. Foundation frost protection is 30" from finished grade to top of UBC 2907 (a). Foundations shall extend a min. of 6" above finished grade- UBC 2907 (d) Provide for the control and drainage of surface water awayy'from the building 'Il - UBC 2907 (f). 1 i , Foundation walls enclosing a basement below grade shall "be damp- proofed on the exterior with approved materials - UBC Sec. 1707 (d). I OO 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 6 feet apart, min. of 2 bolts per piece and within 12" of each end of piece - UBC 2907 (f): Exterior concrete or masonry piers shall extend 8" min:, above grade unless '. , the posts or columns which they support are treated or decay-resistant wood. ; Columns and posts located in basements shall be supported by concrete piers or metal pedestals extending 6" min. above earth and 1" min. above floor • unless treated or decay resistant wood - UBC Sec. 2516 (c) 4. ' 10. 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. 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 resistant co wood - UBC Sec. 2516 (c) 2. 'I 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 I I. concrete - UBC Sec. 2517 (c). 'I 13. Floor joists under and parallel to bearing partitions shall be doubled UBC 2517 (d) 5. II 14. Floor joists require full depth solid blocking and must lap a min. of 3" over bearing supports - UBC 2517 (d) 3. Ihi('.' 15. Beams, roof rafters, and ceiling and floor joists shall be supported ' laterally in accordance with UBC 2506 (h). I !; 16. Columns, posts, beams, and girders shall have positive connections provided to ensure against both uplift and lateral displacement - UBC Sec. 2516 (m). 'lc `' '' 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 I 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. 19. Floor joists and /or roof rafters are insufficient for the span - UBC Table 25 -V -J -1 and UBC Standards. 20. Roof live load (snow load) shall be 40 psf below 7,000 feet elevation - UBC required in UBC Sec. 2305. Sec. 2305 (d)-dead loads shall be as re ( ) 4 COQNrr -COPY i( I 21. Floor live load shall be 40 psf - UBC Sec.2304 (a) and Table 23 -A -1 - dead 'I i loads shall be as required in UBC Sec. 2304. i �. , , Basic wind speed shall be 80 mph - UBC Sec. 2311. 1 1 ,H 23 Headers over wall openings 4' wide or less shall be doubled 2" framing '�, l.'. lumber on edge. Over 4' wide the header shall be sized for the span - UBC ',i . 'Sec. 2517 (g) 5. I 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 ?,�I '1',!, , exterior walls and bearing partitions and not exceeding 40% of width in non- Id 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 : L, studs). No holes shall be bored nearer than 5/8" to edge of stud - UBC Sec. 2517 (g) 9 . I 27 Wall bracing required both sides of each corner and every 25 lineal feet the braced panel must be a min. of 48" in width perpendicular to studs - UBC Sec. 2517 (g) 3. . 28 Approximate min. insulation values are R -19 walls, R -25 roofs, and R -11 floors over unheated space - see plans for more specific requirements - I, ,. "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 I' i l , 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 galy. wire ties and spaced to support not more than 2 sq. ft. of wall area but not more than 24" on center horizontally. When applied over stud construction, the studs ,. shall be max. of 16" on center. Approved building paper must be applied over the sheathing or studs - UBC Sec. 3006 (d). 31. Ceiling height is required to be 7'6" in all rooms except kitchens, halls, I . bathrooms, and storage areas which may be 7'0" min. - UBC Sec. 1207 (a). 8 Min. stairway headroom clearance is 6'8" - UBC Sec. 3306 (p). 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). 4 Stairways min. run 9 "; max. rise 8 "; max. variation in rise and run 3/8" - UBC Sec. 3306 '( © Enclosed usable space under interior and exterior 'stairways shall be protected on the enclosed side as required for one-hour' fire- resistive construction - UBC Sec. 3306 (m). Fire stops shall be provided in accordance with UBC Sec. 2516 (f) 2c. Stairway handrails: min. height 34 "; max. height 38 "; handgrip portion shall be not less than 1 1/2" nor more than 2" in x- section dimension. Min. of one handrail required on all stairways with more than three risers. Min. . _ 1 1/2" space required between wall and handrail - UBC Sec. 3306 (j). ® Guardrails of 36" min. height shall be installed at unenclosed floor openings and open sides of stairways, landings, ramps, decks or porches more f,� than 30" above grade or floor below. Open guardrails shall have a pattern .1, such that a sphere 6" in dia. cannot pass through - UBC Sec. 1711. 30. 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. 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 I 1 area - UMC Sec. 709. I f ' 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 i' requirements: MINIMUM clear opening: 5.7 sq. ft. ) .,,.,_ , MAXIMUM sill height: 44 " MINIMUM net clear opening height: 24" (x34 1/4" = 5.7 sq.ft.) MINIMUM net clear opening width: 20" (x41" = 5.7 sq. ft.) This also applies to basement sleeping rooms - UBC Sec. 1204. 41 Glazing in hazardous locations as defined in UBC Sec. 5406 (glazing in doors and adjacent to doorways, and glazing in windows located within 18 "I 1 vertically of a walking surface) shall be safety glazed or protected. 1 . r, 42. Glass in sloped glazing (more than 15 from the vertical) and skylights shall meet the requirements of UBC Chapter 34. Skylights and roof and wall panels of light- transmitting plastics shall meet the requirements of UBC Chapter 52. Provide combustion air for fuel burning equipment per UMC Chapter 6. Pressure relief valves and /or combination pressure /temperature relief valves shall be provided with a drain line to a floor drain with min. 1" air gap i I a ; s " ' or extended to the exterior of the building - UPC Sec. 1 45. Domestic dishwashing machines shall not be directly connected to a drain or i i i l b . waste disposer without the use of an approved airgap - UPC Sec. 608 (d)'. I,' Il l, 46. Fuel burning appliances shall not be located in any room used or designed 1 0 , 1 4, I . , to be used as a sleeping room, bathroom, or closet or any enclosed space iti. opening into such room or space* UPC Sec. 1309 and UMC Sec. 704 (unless I I I I I•.• listed for such use). 47. Appliances (including space heating and water heating equipment) shall be accessible for repair and removal in accordance with the UMC. i I 40. LPG fueled appliances shall not be installed in a pit, under -floor (crawl) ( 9 ''" space, or basement - UMC Sec. 504 (f). n I ' 49. Appliances located in a garage (or in an enclosure opening into a garage) t" 'AE . shall be located out of the normal path of vehicles or protected from i 5 1 N I, 'i damage. Any portion of the appliance creating a flame, spark or glow shall • .7,I I... be installed a min. of 18" above the garage floor - UMC Sec. 508. Ili ' 50. Each water closet stool shall be located in a clear space not leas than 30" V r t t , in width and 24" in front of stool - UBC Sec. 511 (a)., : k - 51. Toilet rooms without operable windows shall be equipped with an exhaust r' system ducted to the exterior - UBC Sec. 1205 (c). I „j 52. Showers and Tub /Shower enclosures shall have a smooth, hard, nonabsorbent „1 ,,���III!' 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 a (a). 30" by 30" if mechanical equip . in attic space - UMC Sec. 708. 54. Enclosed attic and rafter spaces shall have cross ventilation of min. 1 /150 of the area of the space ventilated. The area may be 1 /300 if provided equally at lower and upper portions of the space with min. 3' vertical ii separation of locations - UBC Sec. 3205 (c). 55. Garage side of common wall between living space and garage shall be finished .,if , :.: ;' , with materials approved for one -hour fire - resistive construction. This also I ' ,. applies to ceilings and bearing walls if living space above the garage. :1-1 ' Self closing min. 1 3/8" solid , tight fitting door is required between house and gara UBC 503 (d) . _ , 56 Electricall wir interconnected smoke detectors are required in all ,,'` sleeping room access areas, near the top of stairways in upper levels, and ' near the bottom o ir wa s basements - UBC Sec. 1210 (a). I ^ I 57. oo ■oves an actory ui t c coneys, 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 , 'L. Chapter 37. - ,,, I) . 58. Masonry and concrete fireplaces and barbecues shall meet the requirements I . 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 °r member - UBC Sec. 3703 (a). 59. 60. .,•: COPIES OF THE ITEM(S) CHECKED BELOW ARE ATTACHED (Copies of any of the items " ' y,, above or below are available upon request). +r i t• Excavations, fills, foundations, and retaining walls - UBC Chapters 23 and 29. - l't Retaining walls - UBC Sec. 2308 (b) and 2907 (g) 4. Roof coverings and drainage - UBC Chapter 32 (Roof 'drains sized in t' r;,' accordance with UPC Appendix D). , a Roof sheathing - UBC Sec. 2516 (i). Wood combined with (supporting) masonry or concrete - UBC Sec. 2515. Floor sheathing - UBC Sec. 2516 (h). { Wiring in plenums - UMC Chapter 10 and NEC. Fire and draft stops - UBC Sec. 2516 (f). Nailing requirements for connecting wood members - UBC Sec. 2516 (j). Enclosure of elevator, vent, and dumbwaiter shafts, and clothes and rubbish chutes - UBC SeC. 1706. 'r '1: 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 (i). _ Cross connection control and back flow prevention - UPC Sec. 1002 and 1003. Treated Wood Foundation Systems - UBC Standard 29 - c ci • • CTL /THOMPSON, INC. CONSULTING GEOTECHNICAL AND MATERIALS ENGINEERS SOILS AND FOUNDATION INVESTIGATION PROPOSED ZINKO RESIDENCE Midland Avenue • Glenwood Springs, Colorado ' • Prepared For: Pv C �i F) Mr. Otto Zinko Q cs t 1614 Bennett Avenu: ;, e'' 21429 9 ? rr • Glenwood Springs, Colored: &-601 W , qZ \FS SlO'd ^ c Job No. 19390 October 1, 1992 CouNTY COPY Con_ 13P FILE 234 CENTER DRIVE • GLENWOOD SPRINGS, COLORADO 81601 • (303)945 -2809 TABLE OF CONTENTS SCOPE 1 SUMMARY OF CONCLUSIONS 1 SITE CONDITIONS 2 PROPOSED CONSTRUCTION 2 SUBSURFACE CONDITIONS 2 SITE GRADING 3 RESIDENCE FOUNDATION 4 FOUNDATION WALLS AND BASEMENT CONSTRUCTION 5 FLOOR SLABS AND EXTERIOR CONCRETE 6 SURFACE DRAINAGE 7 LIMITATIONS 7 FIGURE 1 - LOCATIONS OF TEST HOLES FIGURE 2 - SUMMARY LOGS OF TEST HOLES FIGURE 3 - EXTERIOR FOUNDATION WALL DRAIN TABLE 1 - SUMMARY OF LABORATORY TEST RESULTS SCOPE This report presents the results of our soils and foundation investigation for the Zinko Residence to be built adjacent and west of Midland Avenue in Glenwood Springs, Colorado. We explored the subsurface conditions at the site to provide foundation recommendations for the residence. This report includes a description of the subsurface conditions found in our test holes, a recommended foundation system and geotechnical criteria and construction criteria for details influenced by the subsoils. Our report was prepared from data developed during our field exploration, laboratory testing, engineering analysis and our experience. A summary of our conclusions is presented below. SUMMARY OF CONCLUSIONS 1. Our test holes penetrated a 1 foot layer of sandy silt "topsoil" above 9 and 3 feet ,of medium dense, gravely, very silty, sands with some cobbles and boulders. Dense to very dense very sandy, very silty gravels with cobbles and boulders were encountered at 10 and 5 feet in our TH -1 and TH -2 test holes, respectively, to a maximum drilled depth of 19 feet. Our test holes were "dry" the day of drilling. 2. The residence can be founded on spread footings bearing on the medium dense, silty sands or dense, silty gravels (see "Residence Foundation" section). 3. Floors will be slabs -on -grade bearing on the medium dense silty sands and dense to very dense silty gravels (see "Floor Slabs and Exterior Concrete" section). 4. Surface drainage away from the structure should be maintained at all times to reduce the risk of wetting soils below foundations and slabs -on -grade floors (see "Surface Drainage" section). • SITE CONDITIONS The property is located adjacent and west of Midland Avenue in the southwest portion of Glenwood Springs, Colorado. The ground surface of the lot slopes to the east at grades measured and visually estimated at 15 to 20 percent. Vegetation consists of grasses, weeds and sage brush with groves of scrub oaks. • • PROPOSED CONSTRUCTION A single family modular residence will be built. The structure will be one story tall with a walk out basement. The foundation loads we assumed in our analysis were between 1000 and 3000 pounds per lineal foot along bearing walls and maximum interior column loads of 10 kips. We should be informed if the actual construction or loads are different than described above to permit us to re- evaluate our conclusions and recommendations. SUBSURFACE CONDITIONS Two (2) test holes were drilled with a 4 -inch diameter continuous flight power auger at the locations shown on Fig. 1 to investigate subsurface conditions. Drilling was directed by our engineering geologist who logged the soils and obtained samples. Summary logs showing the soils found in our test holes, results of field penetration resistance tests and data from laboratory testing are shown on Fig. 2. Our test holes penetrated a 1 foot layer of sandy silt "topsoil" above 9 and 3 feet of medium dense, gravely, very silty, sands with some cobbles and boulders. Dense to very dense, very 2 sandy, very silty gravels with cobbles and boulders were encountered at 10 and 5 feet in our TH -1 and TH -2 test holes , respectively, to a maximum drilled depth of 19 feet. No free groundwater was found in our test holes the day of drilling. Laboratory testing to determine volume change potential and verify field classifications was performed. Liquid limits of 23 to 25 percent, plasticity indices of 1 to 2 percent and 27 to 53 percent silt and clay size particles (passing the No. 200 sieve) were determined on selected samples. A summary of laboratory testing results is presented in Table 1. SITE GRADING The building site was gently to moderately sloped. We understand that site grading will be limited to that required for the building. We anticipated up to 7 feet of excavation when analyzing the site. Thin fills may be required beyond the limits of the building, below parking or drives. If additional fill is required it can consist of on -site soils free of rock larger than 3 inches, organic matter or other deleterious materials. The fill should be moisture treated to within 2 percent of optimum moisture content, placed in 6 inch maximum loose lifts and compacted to at least 95 percent of the standard Proctor maximum dry density (ASTM D 698). The ground beneath fills should be stripped of organic matter and topsoil prior to placing fill. The subgrade soils should then be moisture treated and compacted. 3 RESIDENCE FOUNDATION The soils at the site possess variable densities, were quite dry and subject to collapse upon wetting. Excavation and recompaction to high density could improve the soils performance, however, this technique is difficult and expensive. Further, it is often difficult to achieve uniform compaction in small excavations associated with residential construction. The alternatives are low pressure spread footings on the natural soils, drilled piers or driven piles. The owner must understand that there is risk associated with any foundation that bears on the natural soils. Even under controlled conditions, moisture increase of the clays will occur because of reduced evaporation caused by covering the ground by the building. Drilled piers or driven piles could be prohibitively expensive. Spread footings are usually used in the area but the owner must understand and accept the risk of foundation movement when spread footings are used. If the owner is unwilling to accept this risk then one of the more expensive alternatives should be considered. The residence can be founded with footings designed and constructed using the following criteria: 1. Footings should bear on the undisturbed natural soils. Loose soils at footing elevations should be removed or compacted prior to placing concrete; 2. Footings should be designed for a maximum soil bearing pressure of 1000 psf; 3. Foundation walls for continuous footings should be weltreinforced top and bottom to cross soft pockets in the subsoils. We recommend provision of sufficient reinforcement for a simple span of 15 feet. Reinforcement should consist of at least two continuous No. 5 bars in the top and bottom of all foundations walls. Reinforcement should be designed by a structural engineer; 4. Minimum footing sizes are desirable. We suggest a minimum width of 16 inches for continuous footings and 2 feet by 2 feet for isolated column footings. Greater sizes may be required depending on structural loads; 4 5. The soil beneath exterior footings should be protected from freezing. The depth normally assumed for frost protection in the Garfield County area is 3 feet; 6. We should inspect the completed foundation excavation to confirm subsurface conditions are as anticipated from our test holes. Our test hole locations are out of the building footprint. The footprint could not be accessed due to dense vegetation and loose rocks on the surface. If desired, we can provide criteria for drilled pier or driven pile foundations or stabilization of the natural soils by excavation and recompaction. FOUNDATION WALLS AND BASEMENT CONSTRUCTION Basement foundation walls will be subject to lateral earth pressure. These walls are restrained and cannot move, therefore, they should be designed for an "at rest" lateral earth pressure. Assuming on -site soils will be used as backfill, we recommend using an equivalent fluid density of 55 pcf to calculate the "at rest lateral earth pressure. The lateral earth pressure value does not include allowances for sloping backfill, hydrostatic pressures or surcharge loads. To reduce the risk of accumulation of surface moisture adjacent to foundation walls, we recommend provision of a foundation drain. The drain should consist of a 4 inch diameter open joint or slotted pipe encased in free draining gravel. The drain should lead to a positive gravity outlet. A detail for a typical foundation drain is presented in Figure 3. The provision of a foundation drain should reduce hydrostatic pressure which may develop. 5 FLOOR SLABS AND EXTERIOR CONCRETE We anticipate excavation for the foundation will expose silty sands and gravels with cobbles and boulders. The silty soils at floor slab elevations will settle when additional moisture is introduced. Slabs -on -grade supported by these soils involves a risk of movement and associated cracking. The soils moisture content will increase after they are covered in response to reduced evaporation. This is of particular concern during the spring run -off season. Landscape irrigation will further provide moisture to the subgrade soils. We believe slabs -on -grade floors will function satisfactorily if moisture increase in the subsoils is minimized. If the owner wishes to significantly reduce the probability of floor movements, the most positive procedure is construction of a structural floor supported by the foundation system with a crawl space between the floor and the soils. We recommend the following design and construction criteria for slabs -on- grade. 1. A 4 -inch layer of gravel should be provided under slabs -on -grade floors as a leveling course. The gravel is not necessary for exterior flatwork; 2. Slabs should be separated from exterior walls and interior bearing members. Vertical movement of the slabs should not be restricted; 3. Plumbing below the slabs should be pressure tested. Trench backfill should be moisture treated and compacted to at least 95 percent of the standard Proctor maximum dry density (ASTM D 698); 4. Frequent control joints should be provided. The American Concrete Institute (ACI) recommends maximum joint spacing of 15 to 20 feet to control cracking. The above precautions will not prevent movement of the slabs in the event the supporting soils become wet. They tend to reduce damage if movement occurs. 6 SURFACE DRAINAGE The performance of foundations and concrete flatwork is influenced by the moisture conditions in the subsoils. The risk of wetting foundation soils can be reduced by planned and maintained surface drainage. Wetting or drying of the open foundation excavation should be avoided. The ground surface surrounding the residence should be sloped to drain away from the residence in all directions. We recommend a slope of at least 12 inches in the first 10 feet. Backfill of foundation walls should be moisture treated to within 2 percent of optimum moisture content and compacted to at least 95 percent of the maximum dry density determined by a standard Proctor density test. Roof downspouts and drains should discharge well beyond the limits of all backfill. Splash blocks or downspout extensions should be provided at all discharge locations. We recommend landscaping within 10 feet of the structure be with native flora. Other landscaping schemes including rock gardens or similar which do not require watering are preferable to landscaping requiring irrigation. LIMITATIONS Our test holes were spaced to obtain a reasonably accurate picture of the subsurface. Variations in subsurface conditions not indicated by our test holes will occur. We should observe the completed excavation to confirm the soils are as anticipated from our test holes. Our report was based on conditions disclosed by our test holes, results of laboratory testing, engineering analysis and our experience. Criteria presented reflects the proposed building as we understand it We should be advised if the final design 7 differs from our assumptions to permit us to re- evaluate our conclusions and recommendations. This investigation was conducted in a manner consistent with the level of care and skill ordinarily exercised by members of the profession currently practicing under similar conditions in the locality of this project. No other warranty, express or implied, is made. If we can be of further service or if you have questions regarding this report, please call. CTL/THOMPSON, 1 . Wi!so " v" L. Bowden Engi - -ring Geologist Reviewed by: John Mechling, P.E. Branch Manager WLB:JM:gs (3 copies sent) 8 • • To Glenwood it Springs Site rn N o > > a° c y4 No Scale 2 0 c9 7 N 0 To Aspen VICINITY MAP Scale: 1" = 100' Approximate Property Boundary Proposed • TH -2 Building Footprint • TH -1 t CD B.M. as LOCATIONS OF TEST HOLES Job No. 19390 Fig. 1 ,, • • LEGEND: Z Topsoil — Silt, sandy with some cobble and boulders, micaceous, soft, slightly moist, organic, red brown (SM) IS Sand, very silty, gravely with some cobble and boulders, micaceous, medium dense, slightly moist to dry, red brown, slope debris (SM) Gravel, very sandy, very silty with cobbles and boulders, micaceous, medium dense to very dense, slightly moist to dry, red brown, slope debris (CM) Drive sample. The symbol 30/5 indicates that 30 blows of a 140 pound hammer falling 30 inches were required to drive a 2.5 inch (0.0.) sampler 5 inches. 1 . Practical drill rig refusal. Boring terminated. NOTES: • 1. The test holes were drilled September 22, 1992 with a 4 inch diameter continuous flight power auger, 2. Test hole elevations were obtained by assigning I an elevation of 100.0 to the south east corner lot stake. 3. These test holes are subject to the explanations, limitations and conclusions as contained in this report. 4. WC= indicates natural moisture content ( %) 00= indicates dry density (PCF) LL= indicates liquid limit ( %) PI= indicates plasticity index ( %) —200= indicates percent passing the No. 200 sieve 'I. TEST HOLES Fig. 2 TH -1 TH -2 EL =145 EL =144 145 145 P Assumed 1• v Floor 9 Elevation 140 � . 30/5 I6 WC =1.0 140 0 LL =24 30/5 PI -2 — 200 =27 ®. .. z 135 15/12 48/12 135 • WC =1.5 a LL =23 Om WC =0.5 0 A. pH LL =25 w — 200 =53 PI =1 — 200 =36 (II 0 - 130 44/12 130 125 • • 125 • Job No. 19390 SUMMARY LOGS C w E J E >- in f N J H O 1}- O J Z J fA H a .+ N CO N 0 m O I- 0 o+ Q H Z co N co 6 O O z z O w CD N N w. r M co O Q O v/ v N to n d 2 J D to CO r f W a a Cr J 0 F- w 0 w 3 H V) - } Cr o > W = 1-1 N 0 W F" z 7 R w 6 • CO Q 2 E ~ V Q Cr D u a I - 0 0 ) - 1 - r m u m N .� - 4 J a i X J " d w O H O Eit. N N N H J J v • >- 4 CL J ?. Q AI- ^ ,- 2 z o .J M N ,J w aIr CL D O N If) H c H N O a o z E = F - H n. w a m rn w a _IL w - N J I 1 O F H 2 t , .2 • , 1,) 7 , 2 \- t_-- .-s 0 8 %II 2 C.1 n , II, c ,1 d ■-.._ \-- L.... Z J ul t• Z .17 1 , - - - . 1 1 ,,:,,,>„. .-„...--c; , -4.1 , ,t1,1, ,,•,,? , 1 , , . ' I b?,t411.41AMIL ...''''' ?■•• ' 1' I 1 1 '' ' : ' .;'' , , r - ' I • ''' . •''. 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ALTERNATIVE PIPE COLUMN TYP SEE SHT r o - PR 0 _ITB A NLE qC : II F- 1 i K n .1-4. e1- Q 'IPE C REINFORCED CONCRETE FOOTING R 1• r C , °I ALLS IINT NS ONII Y IR WEL FS ALL B F K4 A T 0 ' E. FINISHED WALLBOARD BO SEIALL BE 2K4 AT 160 M t q '1 FINISHED WALLBOARD BOTH SIDES. h FOUNDATION BLOCKOUT FOR SPLIT LEVEL d i , I, ENTRY (6 x 3 ° h . ) 4, I. 1 WINDOW- SCHEDULE . �, I ,A 32 16 OPERABLE WINDOW /\ 47 "x47 WINDOW NOTE FOR FOOTING SIZE AND L. KL , Ii' REINFORCEMENT DETAFLS, �� SEE WALL SECTION SHT 4 DETAI IDEN10.1CA1ION - ` i , \ I DENOTES SHEE i. NO THE DETAIL 5 FOUND ON _��� ...r..r an +vsr rru r.r r.r....J ^ Ii . en r on✓ .eJ nY rM!•Ir F N.N,,, G,IF«no.. mp.3.Nf1 m! 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I a , I. -5 Permit No. . f 9 AGREE ENT 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 sa•• regulations are not fully complied with in the zoning, location, erection and e, onstrvetion of the above described s ructure, the p t may then be revoked by notice I In ' 'to B u i1ding Ins a ss it MMEDI BECO E 'U L Allip VOID, �. Address Le al escripf r • ,' 1 / , s 9... I - ` '' - - I I Owner ti it Ai 0 Contractor C l( A( a t/ , Setbacks Front Side Side Rear This Card Must Be Posted So It Is Plainly Visible From the Street Until Final Inspection. INSPECTION RECORD 'b on i ng Roof Covering LP c (44r-s 'A3 Electric -Final (by STATE inspector) a Footing r ' %( U z i fe,,, rr( Foundation (2'5 '' r :, � . MASTER Ptui EH,R'S T,ICENSE # Plumbing- Underground ,.... „_,. —_. Gas Piping Heat; ^e ventilation Frame Insulation .�� Plumbing -Rough Drywall ' I Electric -Rough (by STATE inspector) Final 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 -8211- 109 SW Street, County Courthouse, Glenwood Springs, Colo. APP • c,) DONS IEST IY THIS CARD . T �” 1 Date � ^u x' 'Y' a, II.1", ; air 'fIrGUTSIDE - COVER WITH CLEAR PLASTIC _._} �: — • OKL9 Rough In ✓ ❑ OK Partial Rough In ❑ OK To Pour 2 1 / ' cf /i Date S 3 Inspector Inspector Phone # (5) vc, 7 COLORADO STATE ELECTRICAL BOARD 1390 LOGAN St, SUITE 400 DENVER, COLORADO 80203