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HomeMy WebLinkAboutApplication- PermitJob Address Nature of Work Use of Building Owner Cc -itractor N: 04829 GARFIELD COUNTY BUILDING, SANITATION and PLANNING DEPARTMENT 109 8th Street Suite 303 Glenwood Springs, Colorado 81601 (303) 945-8212 6 «, i le 4)1/ y r::zzLkaihv_a;uoL ord 1),Jiv/e / 4crrcleat1 ber — 17'));(1e() Amount of Permit: $ 454$7.-'94") Date- 934,90 ate- 934 o a ;Icy , 00 White -Treas. Canary - Office Pink- Applicant Gold -Duplicate 4r0/14 Clerk ti J i _ _,_--:.;Div Y �461'"4's `k it GARFIELD COUNTY APPLICATION FOR BUILDING PERMIT please print or type PERMIT NUMBER076;29 • DATE 7-42-93 TO BE FILLED OUT BY APPLICANT PLOT PLAN ADDRESS '94q 4(40,0den Oeer, /Ce dei SUBDIVISION lieenr4Nf Deer, FILING # 1 LOT ## / 3 BLOCK it TAX SCHEDULE # LEGAL (SEC/TWN/RNG) 0 z NAME MAILING ADDRESS 01rc32 Stirp,(� �� - L.2-47) p C.TTY (.4J^ ba/"'y ale 'PeeHONE 936 -7/?6 NAME ADDRESS j,s9gf dtel /c� CITY ?Lvrar QP L Tc cd O U z 0 0 'JEW NAME AID P rfi 1 Iii;r1 en ADDRESS ,�A7 fled �'jpg iJ CITY rQ.he„loci (44 PHONE qh3,_ As -is LICENSE #{ CLASS OF WORK ALTERATION ADDITION REPAIR MOVE MOBILE HONE (make/model) f� DEMOLISH S.F. OF BUILDING 4(.0q/ S.F. OF LO r 73)/ C( !! OF FLOORS I HEIGHT a !# OF FAMILY UNITS R OF BEDROOMS ••7 INTENDED USE OF BU DI. NG eosyclehe,e GARAGE: SINGLE PgAt CARPORT: SINGLE DBL FIREPLACE 6.a S DOCU NTS ATTACHED eek C tiko WATER SUPPLY P DRIVEWAY PERMIT SITE PLAN a� BUILDING PLANS v SANITARY SEWER CLEARANCE f ON SITE SEWAGE DISPOSAL PERMIT OTHER DOCUMENTS (specify) NOTE: Show easements, property line dimensions all other structures, specify north, and street name: For odd shaped _lots, or if space is too small, provide separate plot plan. OF BUILDINGS NOW ON PARCEL 04.1 - USE OF BUILDINGS NOW ON PARCEL Co/do/T70rs or P/'©vqc: r _ cbrie pyi-c- u.iT// Fi'9/-' R/i/riirAt, (k'TJ • So «S ere/V/0-1Y ofe' Qvin.z1 glieh'uwer 70 r ' 9. ""' Pe:f irk 17` Jul 71E B f ' '-' , Ctli�r��� FRONT PROPERTY LINE STREET NAME/ROAD NUMBER CHECK IF CORNER LOT DESCRIPTIOp OF WORK PLANNED T hereby acknowledge that I have read this application and the above is correct and I agree to comply with all county ordinances yint t< laws regulatinn building onstruction IGNA T URE FOR OFFICE VALUATION leg/9171'i PERMIT FEE $ ?,76". 0PLAN CHECK EEE $ ‘ag. C 0 TOTAL FEE $ 65-y5.7,70 SCHOOL IMPACT FEE $ C0. DATE PERMIT ISSUED ZONING DISTRICT TYPE OF OCCUPANCY R* 3 TYPE OF CONSTRUCTION S.F. OF BUILDING S.F. OF LOT MAX. HEIGHT 4 :Z, , { ROAD CLASS. SETBACKS FROM PROPERTY LINE: *R01#)°7/'- /0 a r 1-- REARIVoefEi` /00 el— 'r7 % ' =FWCcST ?S' OFF STREET PARKING SPACES REQUIRED APPROVED: BUILDING DEP MINT DATE USE ONLY FLOOD HAZARD CERTIFIED BLDG ELEVATION SPECIAL CONDITIONS PROBLEMS WITH PERMIT ADDITIONAL INFORMATION NEEDED CERTIFIED BY COLORADO REGISTERED LAND SURVEYOR OR ENGINEER APPROVED: PLANNING DEPARTMENT DATE PLAN REVIEW: # 2-93 GARFIELD COUNTY DATE: PERMIT NO: 1(0c / July 6, 1993 PLANS EXAMINATION ADDRESS: 0499 Wooden Deer Rd. Carbondale, Co 81623 OWNER: CONTRACTOR: NAME: Richard and Connie McCrudden MAILING ADDRESS: 0437 Stagecoach Lane Carbondale, Co 81623 TELEPHONE: (303) 963-3136 RESIDENCE ADDRESS: same as above NAME: Robert Mineo MAILING ADDRESS: 267 Red Dog Rd. Carbondale, Co 81623 TELEPHONE: 963-1538 BUILDING PERMIT FEE Fees are based on the May - June 1993 edition of the Building Standards. Finished Living Space: = 4055 sq. ft. x $ 42.36 — $171,769.80 Garage: Total Valuation: = 876 sq.ft. x $15,07 = $13,201.32 Building Permit Fee: Plan Review @ 65%: = $184,971.12 = $936.90 = $609.00 ELECTRICAL PERMITS MUST BE OBTAINED SEPARATELY FROM THE STATE ELECTRICAL INSPECTOR. THIS PERMIT DOES NOT INCLUDE ELECTRIC. INDEPENDENT PROFESSIONAL BUILDING INSPECTION BILL ALLRED 45855 HWY 6, Canyon Creek # 63 Glenwood Springs, Co 81601 (303) 945-4418 July 6, 1993 0499 Wooden Deer Rd. Carbondale, Co 81623 CONDITIONS FOR PLAN REVIEW # 2-93 GENERAL REOUIREMENTS: G-1 All references are taken from the 1988 Uniform Building Code (U.B.C.), 1988 Uniform Plumbing Code (U.P.C.), and the 1988 Uniform Mechanical Code (U.M.C.) Also, refer to information contained in the plans prepared by Ernest C Delto, dated 3-22-93. Any changes made concerning the foundation plan shall be coordinated with the Architect and Building Official at the time of construction. G-2 Procedure for compliance concerning the septic system are outlined in chapter 25, Article 10 C.R.S., Colorado State Statute, and the appendix chapter I, of the 1988 edition of the U.P.C. Design is predicated on the percolation tests. Coordinate all inspections with the Building Inspector prior to cover-up of the build sewer line, tank and seepage pit. (Call 945-8212, Building & Planning Dept. for inspections.) 0-3 All grading on site must comply with chapter 29 and 70, of the (U.B.C) (i.e.: maximum slope of cuts and fills, etc.) Provide adequate drainage away from the structure at all locations around the building (use section 2905 (F) and section 2907 (5) of the (U.B.C.) 0-5 Locate all utilities for line locations and approval prior to beginning any excavation on site (water, electric, telephone, etc.) G-6 Submit all or any special reports (i.e.: soils tests, compaction reports, and engineered drawings from Architects or Engineers) keep in mind that the Building Official may ask for special reports from time to time, as deemed necessary per. (section 302 (b) (U.B.C.) BUILDING CODE ITEMS: B-20 Provide smoke detectors in accordance with (section 1210 of the U.B.C.) One smoke detector is required on each level and they shall be on their own designated circuit and inter connected. Audible from the bedrooms with the door closed. Also one will be required at the high point in the Living room, loft area. The Colorado State Electrical Inspector may have additional regulations. This requirement is taken from the 1988, U.B.C. 8-16 Provide premises identification which is legible from the street in accordance with, (section 513, U.B.C.) B-9.1 The garage shall be separated from the remainder of the building as required by (section 503 (d) Exception 3. of the (U.B.C.) This separation may be limited to the garage side only. There are three different ways to accomplish this using 5/8" Type x wall board. Coordinate wall construction with the Building Inspector during construction. A self closing, tight fitting solid wood door 1 3/8" in thickness will be permitted between the house and garage, in lieu of one-hour door assembly. (Section 503 (d) exception 4, 1985 (U.B.C.) B-9.3 Be aware that Dick's den as shown on the drawings cannot be used as a sleeping room unless it is equipped with an egress window. This is the only room that may need a true egress window. The other designated bedrooms are equipped with sliding glass doors, which satisfy the 1204 section of the (U,B.C.) v Y 1 B-9.4 (Section 2517 (d) 3., 2517 (c), and 2517 (h) 3.6) Solid bridging is required above structural beams. Manufactured joists and beams (T.J.I.'s / micro lams, glu-lams, etc.) Shall be k sized and installed in accordance with the manufactures documents and installation guide. For boring holes and cutting of T.J.I. joists these documents must be followed; (i.e..-flanges, top and �+ bottom web must never be cut or notched.) "r, -r it -S B-9.5 Provide under -floor clearance for wood joist and beams in accordance with the (section 2516 (c) of the U.B.C.) B39.1 Roof rafters and ceiling joists shall be supported laterally to prevent rotation and lateral displacement when required by (2506 (h). Roof trusses shall be supported laterally at points of bearing by solid blocking to prevent rotation and lateral displacement, (section 2517 (h) 6., U.B.C.) B-39.3 Bored holes in studs not greater than 40% of the stud width may be bored in any bearing partition. Bored holes not greater than 60% of the width are permitted in non-bearing partitions. In no case shall the edge of the bored hole be nearer than 5/8 inches to the edge of the stud. 2 x 6 plumbing walls will be required, (section 2517, U.B.C.) B-40 All plumbing walls should be at least 2x6 or as necessary to allow for piping within walls without weakening the structure, (section 2517 (g) 6.8.9., U.B.C. and section 315 (b) U.P.C.) B-50 Attic access must be provided for all roof areas where there is more than 30" vertical dimension above the ceiling to the rafters. Opening shall be not less than 22" x 30", (section 3205 (a), U.B.C.) B-46 Anchor bolts shall comply with (section 2907 (f), (U.B.C.) B-51 Detail 3. sheet 7 of the plans show soffit vents along the entire perimeter of the home. Also sheet 5 shows continuous ridge vents. This is an approved method. However, be aware of (section 3205 (c) (U.B.C.), it may be necessary to hold the insulation down to keep from blocking the movement of air in the upper portion of the rafter space. Check with your Insulation Contractor for approved methods of providing a clear air space_ Also, keep in mind that the solid bridging, required throughout the structure will need to be cut down to allow a 2" air space. (Refer to section 3205 (c), (U.B.C.) B-52 Sheet 4, concerning roof loads, contractor will need to inform the truss manufacturer of the minimum requirements for total load design as shown. The truss manufacturer is required per. section 2305 and 2311, of the (U.B.C.), to supply the contractor with roof truss diagrams which show specific loads. Submit the roof truss diagrams to the Building Official for approval. Additional field framing may be necessary per. these documents. Total load design is shown on sheet ►i which is _ C f as called out. B-53 The flat roof area shown on the plans, sheet 4, may need overflow scuppers. Depending on the method of framing. Coordinate with the Building Inspector, (section 3207 (c) (U.B.C.) B-54 The roof valley flashing shall be provided with not less than no. 28 gauge galvanized metal, which shall extend at least 11 inches from the center line both ways and shall have a splash diverter rib not less than 1 inch high at the flow line as part of the flashing. 36 inch wide underlayement directly under the flashing. 30# felt or bitethane ice and water shield is acceptable. Ice and water shield shall also extend up from the eaves up the roof to a line 24 inches inside the exterior wall line inside the building, or two layers of 30# felt shall be applied shingle fashion and solidly cemented together. (Reference 3208 (c) and Table No. 32-D-1 with footnotes found on K page 627 and 628 of the (U.B.C.) Call 945-4418 for additional information concerning tile roofs if needed. B-57 Concrete footing shall extended at least 36" below finish grade. Also any deck construction or intermediate pads not connected in the foundation wall system, will need to extend 36" below grade, (section 2907 (a), (U.B.C.) B-58 Foundation ventilation shall be in accordance with (section 2516(c) 6., U.B.C.) ( ( 1 ) sq. ft. / 150 sq. ft. of area) B59.2 The 1988 U.B.C. (section 3304 (i) ), requires a landing on each side of a door, there are some exceptions. However, the exterior doors are required to have landings. Minimum size 36" x 36", provided the door does not swing over the landing, a 7 1/2" step is allowed. B-76 Bathrooms without operable windows shall be equipped with a fan vented directly to the outside. It appears that operable windows are called out on the plans, however, the owner may desire a fan. The fan should provide five air changes per. hour. In addition the laundry room will have the same requirements, (reference section 1205 (c).) B-77 Windows located within 18 inches of the floor or which have a glazed area in excess of 9 sq. ft. and when the vertical edge is within 12 inches of the door when closed, are required to be tempered or safety glass, (refer to section 5406 (d), 6 and 7, U.B.C.) PLUMBING CODE ITEMS: P-1 Plumbing and mechanical must comply with the Uniform Plumbing Code (U.P.C.) and the Uniform Mechanical Code (U.M.C.) P-5 Dishwashers must hook to the drainage system through an approved air gap. Contact building department for other approved method prior to installation, (section 608 (c), U.P.C.) P-7 All boilers shall be equipped with an approved backflow device (double check with an atmospheric vent is acceptable), (section 1003, U.P.C.) P-8 Hose bibbs shall be equipped with self -draining approved backflow prevention devices, (section 1003 (h) and (i) U.P.C.) P-11 Provide a floor drain for the temperature / pressure relief valves on the boiler and hot water heater. This floor drain needs to be accessible and close to the boiler and hot water heater, (section 1007, U.P.C.) P-12 All gas piping shall be installed and sized correctly, pressure test is required a minimum of 10 lbs. for 15 minutes, (section 1206 of the U.P.C.) P-13 All high pressure yard piping, placement of the meter and shutoff valve is the responsibility r of the gas purveyor, (Rocky Mountain Gas Co.) P-14 If an antifreeze is needed in the heating system, the use of ethylene glycol is not permitted !' per. the Colorado State Plumbing Laws. Propylene glycol is recommended. MECHANICAL CODE ITEMS: M-1 The boiler, hot water heater, and gas log shall comply with the U.P.C. and U.M.C., (i.e., combustion air, installation, clearances, access, venting, etc.) All of the gas appliances will be accompanied with manufactures documents (owners manuals) these documents will assist in installation, also they need to remain with the appliances. M-1.1 The clothes dryer vent cannot terminate in the crawl space. Will need to be minimum 4 inch diameter and duct directly to the outside, (section 1903 (a), (b),(c), U.M.C.) M-2 The gas log insert proposed with the fireplace will need to be in compliance with l p (section 803 U.M.C.) o Li G-1,1 Every attempt is made by the Building Department to perform a thorough plan review, 1" however please be aware of (section (c) of the U.B.C., which states: This issuance or granting of a permit or approval of plans and specifications shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. The issuance of the permit based upon plans, specifications and other data shall not prevent the Building Official from thereafter requiring the correct- ion of errors in said plans, specifications and other data, or from preventing building operations being carried on thereunder when in violation of this code or of any other ordinances of this jurisdiction. All construction shall be approved prior to the issuance of a Certificate of Occupancy. Art Houglan (Building Official) Garfield County Bill Allred, (Plan Checker) (303) 945-4418 ass ,erPan r 2Q4ni7 if' cf % ie0 rio'` Ore- rl /10 TEtry Q' a'r 414//7 rrf-vr= PLANS EXAMINATION Richard and Connie McCrudden Residence 0499 Wooden Deer Rd, Carbondale, Co 81623 July 6, 1993 2-93 This plan review represents an examination of plans / drawings showing substantial conformity with applicable codes of the Garfield County Building Dept. Subject to the following conditions. Respectfully, j William D Allred I.C.B.O., Code Consultant (303) 945-4418 July 8, 1993 WOODEN DEER SUBDIVISION Architectural Committee Scott Writer PO Box 9705 Aspen, CO 81612 (303) 920-4477 Dick and Connie McCrudden 0437 Stagecoach Lane Carbondale, Co 81623 Dear Dick and Connie, The Architectural Committee is in receipt of your submission regarding your proposed improvement of Lot 13. This letter is to inform you of the approval of your submission of your architectural plans, the site location of the primary structure, the site location of the driveway leading to the primary structure (approved on site, plans do not reflect actual driveway alignment). As I'm sure you are well aware all future structures, or improvements of any kind must be reviewed by the Architectural Committee in a new submission. This approval only regards the materials dated March 22, 1993 (revised May 17, 1993) received by this Committee. I would like to take this opportunity to remind you that a water metering system is required on each home• Please review Article IV, Paragraph 6(f) (page 8) of the Declaration of Protective Covenants for details. This meter should be on the outside of the garage area so as to be read easily without disturbing you. Final color samples should be submitted to me for review at your earliest convenience. I do need to review and approve these samples before final installation. As the driveway alignment has potential impact on neighboring homesites from headlights you will be required to do some landscaping to mitigate these effects. I will stake the locations for you to plant either trees or shrubs to catch the headlights as we discussed on site July 5, 1993. Also, regarding the driveway, the entry of your driveway onto Wooden Deer Road will need to be reworked to accommodate the final grading and ditching of that roadway. As you elected to take off from Wooden Deer Road from south side of the large rock 1 anticipate the need for a culvert at your driveway entry. As we discussed on the site review (7/5/93) I'm sure we'll have no problems working out the final details on this issue. The house looks great and 1'11 look forward to seeing the finished product. Good Luck and please let me know if I can do anything for gout Sincerely, cott1411 riter President Architectural Review Committee CTL/THOMPSON, INC. CONSULTING GEOTECHNICAL AND MATERIALS ENGINEERS SOILS AND FOUNDATION INVESTIGATION Proposed McCrudden Residence 0499 Wooden Deer Road (AKA Lot 13) Wooden Deer Subdivision Garfield County, Colorado Prepared For: Zomora Excavation P.O. Box 754 Carbondale, Colorado 81623 Job No. GS -1115 July 14, 1993 234 CENTER DRIVE GLENWOOD SPRINGS, COLORADO 81601 • (303)945-2809 TABLE OF CONTENTS 1 SCOPE 1 SUMMARY OF CONCLUSIONS ... i SITE CONDITIONS ... . . ........................... PROPOSED CONSTRUCTION 2 ................ 2 SUBSURFACE CONDITIONS FOUNDATION 3 FLOOR SLABS AND EXTERIOR CONCRETE 4 CRAWLSPACE CONSTRUCTION ................. . 5 CONCRETE ...................... , , .... 5 SURFACE DRAINAGE 6 LIMITATIONS .................................. FIGURE 1 - APPROXIMATE LOCATIONS OF TEST HOLES FIGURE 2 - SUMMARY LOGS OF TEST HOLES FIGURE 3 - EXTERIOR FOUNDATION WALL DRAIN SCOPE 0 • This report presents the results of our soils and foundation investigation for the proposed McCrudden Residence to be built at 0499 Wooden Deer Road, Wooden Deer Subdivision, Garfield County, Colorado. We explored the subsurface conditions at the site to provide foundation recommendations for the building. This report includes a description of the subsurface conditions found in our test holes, a recommended 0 foundation, geotechnical criteria for it and construction criteria for details influenced by the subsoils. Our report was prepared from data developed during our field exploration, engineering analysis and our experience with similar conditions. A summary of our • conclusions is presented below. SUMMARY OF CONCLUSIONS 1. Test holes penetrated 0 and 1.5 feet of stiff, slightly moist, sandy clays underlain by weathered gypsum. Free groundwater was not found in our test holes the day of drilling. 2. The building can be founded with footings bearing on the weathered gypsum or gypsum bedrock. A maximum soil bearing pressure is presented in the "Foundation" section. 3. Living area floors will be above a crawlspace. Natural soils are acceptable if moisture changes in the subsoils is minimized (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 the foundations (see "Surface Drainage"). SITE CONDITIONS The Wooden Deer Subdivision is located on the north side of the Roaring Fork Valley approximately 1.5 miles northeast of Carbondale, Colorado. Locally, this area is know as Spring Valley. A transition from comparatively gentle slopes occurring at lower t♦ elevations to moderately steep slopes which define the valley side occurs at the • development. The McCrudden Residence will be built on a moderately sloped, lower part of the i subdivision. In the building area we measured and visually estimated slopes at 20 to 30 percent from the north to the south. Vegetation consist of grasses, weeds, sage and pinon and juniper trees. PROPOSED CONSTRUCTION A single family residence will be built. The building will be a one-story wood framed structure with an attached garage. The building footprint is near 4,600 square feet. No basement will be built. Floors will be structurally supported by the foundation with a crawlspace between the floor and ground. Foundation Toads we assumed for our analysis were between 1,000 and 3,000 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 allow re-evaluation of criteria recommended herein. SUBSURFACE CONDITIONS Two (2) test holes were drilled near the locations shown on Figure 1 to investigate subsurface conditions. Our representative logged the soils and obtained samples. Summary logs of the soils found are shown on Figure 2. Our test holes penetrated 0 and 1.5 feet of stiff, slightly moist, sandy clays underlain by weathered gypsum. The north half of the foundation excavation floor exposed gypsum bedrock (see Figure 1). Free groundwater was not found in our test holes at the time of our field investigation. 2 qy"-11 Ji��r� • FOUNDATION • The building has been planned with a footing foundation. The foundation excavation had been completed at the time of our investigation. The north half of the • excavation bottom exposed gypsum bedrock. The building can be founded with footings bearing on the weathered gypsum or gypsum bedrock. We have assumed that a light structure that is sufficiently flexible to withstand some differential movement will be built. • The recommended soil pressure should result in total movements on the order of 3/4 - inch. Maximum differential movement may be similar to the actual total settlement. We further anticipate a maximum 1/2 -inch differential settlement in 10 feet for continuous • footings. The risk of excessive differential or localized movement can be reduced by careful attention to drainage precautions discussed under "Surface Drainage". The footings should be designed and constructed with the following criteria: 1. Footings should bear on the weathered gypsum or gypsum bedrock. Sandy clays are not suitable for supporting footings. Footings can be designed for a maximum soil bearing pressure of 4000 psf; 2, Foundation walls on continuous footings should be reinforced top and bottom, to span loose soil pockets. We recommend provision of reinforcement equivalent to that required for a simple span of 10 feet. Reinforcement should be designed by a qualified structural engineer; a Minimum footing sizes are desirable. We suggest a minimum width of 16 inches for continuous footings and at least 2 feet by 2 feet for isolated column pads. Larger sizes may be required based on the structural loads; 4. The soils under exterior footings should be protected from freezing. The depth normally assumed for frost protection in the area is 36 inches. The Garfield County building department should be contacted to verify the required depth. FLOOR SLABS AND EXTERIOR CONCRETE Living area floors will be structurally supported by the foundation walls and a crawlspace will be between the floors and soils/bedrock surface. Garage floors, patios • OF i 0 0 of water, we recommend a foundation drain. The drain should consist of a 4 -inch diameter open joint or slotted PVC pipe encased in drain gravel. The drain should lead to a positive gravity outlet. A typical foundation drain detail is shown an Figure 3. Backfill of foundation walls should be moisture treated to near optimum moisture content and compacted to at least 95 percent of standard Proctor maximum dry density (ASTM D 698). CONCRETE Experience with gypsum rock indicates that sulfate concentrations may be moderate to high. High concentrations of soluble sulfate can attack concrete that comes in contact with the soils or bedrock. We recommend use of a Type 11 modified or Type V cement in concrete that will come in contact with the soils or bedrock. SURFACE DRAINAGE The performance of foundations and concrete flatwork is influenced by the • moisture conditions in the subsoils. We recommend that landscaping be with native flora or flora requiring minimum irrigation within 10 feet of the house. 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 surfaces surrounding the building should be sloped to drain away from the building in all directions. 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. • • A • LIMITATIONS Test holes were spaced to obtain a reasonably accurate picture of the subsurface. Variations in the subsurface conditions not indicated by test holes will occur, Our report was based on conditions disclosed by test holes and foundation excavation, engineering analysis, and our experience. Criteria presented reflects the proposed building as we understand it. We should be advised if the final design differs from our assumptions to permit us to re-evaluate our conclusions. This investigation was conducted in a manner consistent with the level of care and skill ordinarily exercised by members of our 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. CT 7 'cJahn Mechli • Branch Man Reviewe rr fif Fran . olliday Principal Engine JM:FJH:cd (3 copies sent) McCrudden Residence 0499 Wooden Deer CRYSTAL SITE Garfield County, CO SPRINGS RD. Scale: 1" = 40' TO GLENWOOD SPRINGS ----HWY 82 co c') r > 1 Il Vicinity Map Not to Scale COUNTY RD. #104 TO BASALT — 6470 EXPOSED GYPSUM ROCK OUTCROP RIPPED TO GRADE PROPSED DRIVE Job No. GS -1115 TH-2 LOCATIONS OF TEST HOLES 6460 6450 Fig. 1 ELEVATION z P 0 0 J W CO I- CL. LUCI TH-1 0 2 4 - 6 8 fr T — 10 LEGEND: 50/6 TH-2 l 2 12/12 48/12 El Clay, sandy, silty, stiff, slightly moist, brown (CL). 4 b r NOTES: 0 -- 2 - 4 - 6 8 10 - v m - u-1 m r- 0 0 - n 0 —1z 0 NOIIVA3]2 Weathered gypsum bedrock with clay lenses, stiff to very hard, moist, white, tan or brown. Drive sample - The symbol 50/6 indicates that 50 blows of a 140 pound hammer falling 30 inches were required lo drive a 2.5 inch 0.D. sampler 6 inches. Practical drill rig refusal. 1. Test holes were drilled on July 8, 1993, with a 4 inch diameter continuous flight power auger. 2. These test holes are subject to the explanations, limitations and conclusions as contained in this report. SUMMARY LOGS OF TEST PITS Job No. GS -1115 Fig. 2 BACKFILL ENCASE PIPE IN WASHED 3/4 INCH TO NO. 4 CONCRETE AGGREGATE WITH A MAKIMUM OF 3 PERCENT PASSING THE NO. 200 SIEVE. MIRAF! 140 OR EQUAL NOTE: DRAIN SHOULD BE AT LEAST 4 INCHES BELOW BOTTOM OF FOOTING AT THE HIGHEST POINT AND SLOPE DOWNWARD TO A POSITIVE GRAVITY OUTLET OR A SUMP WHERE WATER CAN BE REMOVED BY PUMPING. BELOW -GRADE WALL REINFORCING STEEL PROVIDE POSITIVE SLIP JOINT BETWEEN SLAB AND WALL FLOOR SLAB 12� MIN_ 10- 4 INCH DIAMETER PERFORATED DRAIN PIPE.THE DRAIN LINE SHOULD BE LAID ON A SLOPE RANGING BETWEEN 1/8 INCH AND 1/4 INCH DROP PER FOOT OF - DRAIN. TO 12 INCI-ES PROVIDE PVC SHEETING GLUED TO FOUNDATION WALL TO REDUCE MOISTURE PENETRATION. EXTERIOR FOUNDATION WALL DRAIN JOB NO. GS --111.5 F=IG.3 BUILDING PERMIT Date Issue4�RFIELD COUNTY, COLORADO ,029 Date Issued - /ZQflCd 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 constructioof th bove described structure, the p mit ma then be revolted by notice from cBul; Ii sljc:�` and 1! ME 1 F.I Y ME NULL AND VOID, Use Adaj Owner egal Description 4.0,+'i�r J,21 otractor _4122WerLO Seibartis Front Side Side This Card Must Be Proltrld So It .s Plainly Visible From the Stme.t Until Final Inspection.�� -s, AFzra {!TS lAR'iW,jt1 Orpr.T.PYA'�i49.?4illIA1R ...RMRr•'l M'PR'941l SF41113p,17 iW�lk]R M.115:'.'kinw4 ✓ rmina.wwprov S!R119MiM1wkwhAtm, INSPECTION RECORD d), PUTT Roof Covering piv ii"''^^•mac,+^,n3ixa.wv e�•-r�,;v.M1l=.r.,.:+•v-rrr.s.rrn-lw�l�r_rv.err:s�smrra-.r, n'u..v n,.m,x•r 3.�xv,: r,-.vv,m>.u,.a� <. r.�ww.-m mea+w,1,11{, vm+.ra'r,.n:,w.asrn..,,Ary,.vw ▪ lKrr.6yrr It y ! I a�'srt',b1KSl.* d e3;!}sl , �'. ill -17 t i Cf �s 'riwr�c„erKhw 6xi ! nR-n,J.�+! sn ai.tw r: f Ile ail rig VogltjrNlio ",R� »ry 7 r rz) re,il � UrS�ar,r 4:1„,.-4Y ra` j I j - 1 ..4 AqnM1t�rAnfwYa .:.:no Ry ,!i11'�1v2:1'V.rrr..M1':M1I'I`Ji.:.1.v'- �:_Y.,r.�.i..i.,-'.v,,,.. .. , AIY.T.t1 �. q.. KSr,1 a ,� q1,3 .aatTAu X11 ,N -a. 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