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HomeMy WebLinkAboutLIONS RIDGE FILING 2 LOT G1 (2).pdf Town of Vail Building Safety & Inspection Services Div. , Comm. Dev. Dept. 75 South Frontage Road Vail, CO 81657 (970) 479-2321 FAX (970) 479-2452 Plan analysis based on the 1997 Uniform Building Code Project Number: B99-0117 Date: June 21 1999 Project Name: Schmidt, Add Secondary DU to Primary DU Address: 1410 Buffehr Creek Rd Contractor: Boles Custom Bldrs Occupancy: R3 Architect: Gwathmey/Pratt/Schul Construction: V-N Engineer: Phillip Weinert Report By: Gary Goodell NOTE: The code items listed in this report are not intended to be a complete listing of all possible code requirements in the 1997 UBC. It is a guide to selected sections of the code. Portions of the material contained in this program are reproduced from the Uniform Building Code with the permission of the International Conference of Building Officials. SEPARATION DIRECTION BOUNDARY AREA INCREASE FIRE PROTECTION NORTH Building 0.0 Feet 0.0 Feet EAST Public way 65.0 Feet 35.0 Feet SOUTH Public way 62.0 Feet 32.0 Feet WEST Property line 45.0 Feet 45.0 Feet EXTERIOR WALL FIRE RATINGS AND OPENING PROTECTION Table 5-A NORTH For Bearing Non-Bearing Opening Construction Parapet Occupancy Wall Wall Protection Material Required R3 1 hour 1 hour Not Allowed Any No EAST For Bearing Non-Bearing Opening Construction Parapet Occupancy Wall Wall Protection Material Required R3 0 hour 0 hour None Any No SOUTH For Bearing Non-Bearing Opening Construction Parapet Occupancy Wall Wall Protection Material Required R3 0 hour 0 hour None Any No WEST For Bearing Non-Bearing Opening Construction Parapet Occupancy Wall Wall Protection Material Required R3 0 hour 0 hour None Any No None - - No fire protection requirements for openings. 3/4 hour - - Openings are to be protected with 3/4 hr fire assemblies. 50% of the area of the wall maximum. - - Table 5-A, Footnote 5 & Sec. 503.2.2 Maximum single window size is 84 sq.ft. with no dimension greater than 12 feet. - - Sec. 713.8 Not Allowed - - Openings are not permitted in this wall. Parapet not required based on the building not having a floor area greater than 1000 sq.ft. on any floor. - - Sec. 709.4.1 exc. #3 FL NAME AREA MIN.LIGHT MIN.VENT NO.EXITS EGRESS - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 3 Master bedroom 452 45.2 22.6 1 Yes 3 Master bath 112 .0 5.6 1 No 3 Master closet 80 .0 4.0 1 No TOTAL FOR FLOOR 644 2 2 Family room 596 59.6 29.8 1 No 2 Kitchen/Dining 456 .0 22.8 1 No 2 Pantry 27 .0 1.35 1 No 2 Bath (powder) room 28 .0 1.5 1 No TOTAL FOR FLOOR 1107 1 1 Mechanical room 39 .0 .0 1 No 1 Laundry room 30 .0 1.5 1 No 1 Bathroom 2 55 .0 2.75 1 No 1 Elevator/Hall/Closet 268 .0 13.4 1 No 1 Bedroom #2 156 15.6 7.8 1 Yes 1 Closet 2 20 .0 .0 1 No 1 Bedroom #3 143 14.3 7.15 1 Yes 1 Closet 3 23 .0 .0 1 No TOTAL FOR FLOOR 734 1 B .0 .0 1 No TOTAL FOR FLOOR 1 Yes BUILDING TOTAL 2485 1 FOOTNOTES: 1) EGRESS - An operable window or door that opens directly to the exterior is required from this room. The minimum clear openable area must meet the following. - - Sec. 310.4 1) The minimum clear height is 24 inches 2) The minimum clear width is 20 inches 3) The minimum clear area is 5.7 square feet 4) The maximum sill height is 44 inches Escape and rescue windows with a finished sill below ground shall have a window well. The clear horizontal dimension shall allow the the window to be fully opened and provide a minimum clear accessible net opening of 9 square feet with a minimum dimension of 36 inches. Window wells with a vertical depth of more than 44 inches shall be equipped with an approved permanently affixed ladder or stairs. 2) The number of exits is based on Table 10-A (Dwellings) 3) A mechanical ventilation system may be used in lieu of exterior openings for ventilation. - - Sec. 1203.3 Such system shall be capable of providing two air changes per hour. 4) The requirement for an egress window in the basement is based on Sec. 310.4 5) The requirements for 2 exits from the 3rd floor is based on Sec. 1003.1 exc. #4. ROOM DIMENSIONS: Habitable space shall have a ceiling height of not less than 7 feet 6 inches. Kitchens, halls, bathrooms and toilet compartments may have a ceiling height of 7 feet measured to the lowest projection. If the ceiling is sloping, then the minimum height is required in only 1/2 of the area. -- Sec. 310.6.1 Every dwelling unit shall have at least one room which has not less than 120 square feet of floor area. Other habitable rooms except kitchens shall have an area of not less than 70 square feet. - - Sec. 310.6.2 Habitable rooms other than a kitchen shall not be less than 7 feet in any dimension. -- Sec. 310.6.3 STAIR REQUIREMENTS: ng must be at least 36 inches wide. 1) A stairway in a dwelli - - Sec. 1006.2 2) The maximum rise of a step is 8 inches and the minimum run is inches - - Sec. 1006.3 exc. #1 3) A handrail is required on one s risers.stairway- ec. 1006.91exceptionse the nosing if t off is greater than 30 inches 4) Provide a guard rail where drop The minimum height = 36 inches, maximum opening size = 4 inches. Sec. 509 .1 & 509.2 exc. #1 - _ Sec, 1006.15 5) The minimum headroom is 6 ft. - 8 inches.stairs is required to be p rotected 6) Enclosed usable space under the as required for 1 hr. fire-resistive construction. - Sec. 1006.12 GLAZING REQUIREMENTS required to be of safety All glazing in hazardous locations is glazing material. - - Sec. 2406.3 & 2406.4 Locations: and egress doors except jalousies. 1) Glazing in ingress assemblies 2) Glazing in fixed and sliding panels of sliding ng door other than wardrobe doors. and panels in swinging doors 3) Glazing in storm doors. doors. 4) Glazing in all unframed swinging whirlpools, unas, 5) Glazing in doors and enclosures for hot tubs, any portion sa sa a steam rooms, bathtubs and showers. Glazing building wall enclosing these compartments where the bottom exposed edge of the glazing is less than 60 inches above a standing surface and drain inlet. 6) Glazing in fixed or operable panels adjacent to a door where the is nearest exposed edge of the glazing within a 24-inch arc of closed position and where the either vertical edge of the door in a less than 60 inches above the bottom exposed edge of the glazing is walking surface. able panel, other than those 7) Glazing in an individual fixed or oper locations described in items 5 and 6 above, than meets all of the following conditions: A. Exposed area of an individual pane greater than 9 square feet. B. Exposed bottom edge less than 18 inches above the floor. C. Exposed top edge greater than 36 inches above the floor. D. One or more walking surfaces within 36 inches horizontally of the plane of the glazing. surf . 8) Glazing in railings regardless of eitaabove a walking . al in-fill Included are structural baluster panels panels. g) Glazing in walls and fences used as the barrier for indoor an the bottom edges outdoor swimming pools and spas when 5 feet is less than 60 inches above the pool side and the glazing is within of the pool or spa water's edge. 10) Glazing in walls enclosing stairway landings or within 5 feet of then bottom and top of stairways where the bottom edge is less than 60 inches above the walking surface. SMOKE DETECTOR REQUIREMENTS: at 1) A smoke detector cedlinrthe lcorri h dororc area ngivingaaccessatooeach centrally to sleeping area. - - Sec. 310.9.1.4 2) A smoke detector is required on the ceiling or wall in each sleeping area. - - Sec. 310.9.1.4 3) A smoke levelscontainsdsleepingsroom(s) , a smoke3detector is If the upper pper required in the ceiling of the upper level close to the stairway. - - Sec. 1210. (a) 4 NOTE: A smoke detector is required in the basement. Sec. 310.9.1.4 4) Smoke detectors are required to be wired to the building's power source and shall be equipped with a battery backup. - - Sec. 310.9.1.3 5) Detectors shall sound an alarm audible in all sleeping area of the dwelling in which they are located. - - Sec. 310.9.1.4 FIREPLACE REQUIREMENTS: MASONRY FIREPLACE: 1) Fireplace must be supported by a foundation. - - Sec. 3707. (b) 2) The firebox must be at least 20 inches deep and walls of firebox are to be 10 inches thick. If the lining is of firebrick then the walls may be 8 inches thick.. - - Sec. 3707. (c) 3) The minimum clearance to combustible material is from the fireplace, smoke chamber, and chimney walls is 2 inches. Combustible material may not be placed within 6 inches of fireplace opening and combustible within 12 inches may not project more than 1/8 inch for each 1 inch of clearance. - - Sec. 3707. (h) 4) The hearth must be noncombustible, a minimum of 4 inches thick, and supported by noncombustible material. The hearth size must be at least: If Opening size is: Front extension Side extension Less than 6 sq.ft. 16 inches 8 inches 6 sq.ft. or greater 20 inches 12 inches - Sec. 3707. (k) & (1) 5) Chimney height must be per Table 37-B SHAFT ENCLOSURES: 1) Chutes and dumbwaiter shafts with a cross-sectional area of not more than 9 square feet may lined on the inside with not less than 26 gage galvanized sheet metal with all joints locklapped. The outside must be 1 hr construction. All openings into any such enclosure shall be protected by not less than a self-closing solid wood door 1 3/8 inches thick or equivalent. Sec. 711.6 2) Gas vents and noncombustible piping installed in walls passing through 3 floors or less do not need to be in 1 hour shafts, provided the annular space around the vents or piping is filled at each floor or ceiling with noncombustible materials. - - Sec. 711.3 3 ) All other shafts are required to be enclosed in a 1 hour assembly. - - Sec. 711.1 & Table 6-A EGRESS, SMOKE DETECTORS & CEILING HEIGHT REQUIREMENTS: 1) Provide a window or door to the exterior from every room used for sleeping and basements. - - Sec. 310.4 A window must provide a clear open area of 5.7 sq.ft. , a clear height of 24 inches (minimum) , and a clear width of 20 inches (minimum) . - - Sec. 310.4 4) The minimum ceiling in a habitable space is 7 feet 6 inches except kitchens, halls, and baths may have a ceiling height of 7 feet. - - Sec. 310.6.1 5) Provide a smoke detector in all sleeping rooms and areas having access to sleeping rooms. - - Sec. 310.9.1.4 6) If there is a basement, provide a smoke detector that is connected to an alarm audible in all sleeping areas. - - Sec. 310.9.1.4 7) Provide a smoke detector on all floors that is connected to an alarm audible in all sleeping areas. - - Sec. 310.9.1.4 Old 2283 Waynoka Rd., Suite C Colorado Springs, Co 80915 Telephone (719) 591-0605 September 18, 1989 Custom Country Homes p. O. Box 1670 Monument, Colorado 80132 Re: 1410 Buffehr Creek Road - Vail, Colorado Gentlemen: nts the results of a visual geoloThis letter prese ted by personnel of Soil Testing and Engineering evaluation conduc September 15 , 1989 at the above referenced betweenTSectionsl1 on p within the Minturn 15 minute located in the town of Vail near the boun ar and 12, T 5 S, R 81 W of tColoradoM quadrangle, Eagle County, of topography of the lot consists naan°easttand The Buffe g in southerly sloping hillside generally i direction toward Buffehx Creek sRoad. The lot is covered with I native grasses and aspen tree . . The general geology in the area consists of Pennsylvanian Age Minturn and Pennsylvanian-Permian Age Maroon Formation. M redominently a gray shale n is The Minturn Formation in this area is p and sandstone with limestone layers- typically a hematite-cemented approximately e, s 30 to 40 degrees to Both of these formations diconsisting of glacial drift at the north. A surficial deposit the building site contains silts, sands , cobbles and subsulders . The surficial deposits were encountered during our soil investigation, the results of which are presented under separate cover. The above referenced lot selfnwill bel located rnear uthe top of described . The building i t the hillside. An area designated as "medium severity rockfall the Town of Vail slightly enters the north zone as mapp ed for The majority of the lot, with the exception boundary of the lot. of the small area to the northe housetwidll be constructed) bazar zone. It appears as though th entirely outside the rockfall hazard zone as in on the rockfall hazard map. Vail, Colorado Page -2- The hillside shows no signs of instability nor evidence of rockfall. Since the hillside is to be excavated, however, it is recommended that the rear foundation walls be- designed and constructed as retaining walls so that slope instability is not induced. It is our opinion that the proposed structure will not negatively affect adjoining properties. The site is a geologically sensi- tive area , but development will not increase the hazard to other property or structures or to public buildings, rights of way, roads, streets, easements, utilities or facilities or other properties of any kind. In the event mitigation is not put into place, there will still be no increase of hazard to the above listed improvements. Landscaping around the home should be such that surface water is directed quickly and safely around and away from the foundation. Specific surface and subsurface drainage recommendations are provided in the subsurface soil report provided under separate cover. It should be noted, however, that the soils encountered during our subsurface investigation are suitable for the type of construction proposed. It is our understanding that access, domestic water and waste disposal systems are municipally provided. Radon gas accumulation within structures has become a concern of the state and numerous homeowners. It is difficult and sometimes misleading to predict the potential for radon gas accumulations within structures prior to the completion of construction. Since the soils encountered during our subsurface exploration program would be permeable to radon gas, it may be advisable for the builder to take steps which would tend to reduce radon accumula- tions within the home. We trust this provides you with the information you requested. Should questions arise, please contact our office at your convenience. Respectfully submitted, SOIL TE G AND ENGI S7G � c 1/ sen, P. E a FM/lkc X11 E 2283 Waynoka Rd., Suite C Colorado Springs, CO 80915 Telephone (719) 591-0605 September 26, 1989 Custom Country Homes P. O. Box 1670 Monument, Colorado 80132 Re: 1410 Buffehr Creek Road Vail, Colorado Gentlemen: Personnel of Soil Testing and Engineering Inc. performed an observation of the open excavation at the above referenced site on September 26 , 1989 . The information and recommendations contained in this letter are intended for use by individuals who are familiar with the construction practices and standards common to this region and all applicable building codes. The recommendations contained in this letter are based upon the conditions observed on September 26, 1989. Any changes in conditions, including but not limited to excavation location, elevation, or changes resulting from adverse weather conditions, should be brought to the attention of Soil Testing and Engineering Inc. SOIL PARAMETERS AND CONDITIONS SOIL SOIL ) : Soil types observed in the foundation excavation were found to consist of very silty, slightly clayey sands with gravels, cobbles and boulders. ALLOWABLE BEARING CAPACITY: An allowable bearing capacity of 2500 psf is recommended with an equivalent hydrostatic fluid pressure in the active state of 38 pcf. The allowable bearing capacity provided above assumes a minimum footing width of 16 inches. Larger footings may be necessary depending upon building loads and foundation configura- tion. 1410 Buffehr Creek Road Vail , Colorado Page -2- SOIL PARAMETERS AND CONDITIONS cont'd The 38 pcf equivalent hydrostatic fluid pressure assumes level backfill conditions. This value may require modification for the effects of surcharge loads, sloping backfill, etc. It is our understanding that the rear walls of the structure will be constructed as retaining walls. A friction factor of 0. 35 may be utilized for retaining wall design. EXPANSION POTENTIAL: An expansion pressure of 248 psf with 0.10% volume change and 12. 4% moisture increase was determined by laboratory tests. This magni- tude of expansion is in the low expansion range. MOISTURE CONTENT: Low FILL: A layer of man-made fill is present at the ground surface. However, the excavation penetrated the fill at all locations. RECOMMENDATIONS FOUNDATION TYPE: A shallow foundation system, proportioned on the basis of the on-site conditions and meeting the criteria set forth in this letter, is recommended for this site. REINFORCING: Reinforcing should be designed to allow foundation walls to span a minimum of eight feet under the design load. Foundation walls retaining over four feet of soil should be designed to resist an equivalent fluid pressure in the active state of 38 pcf. As mentioned previously, the equivalent fluid pressure assumes level backfill conditions and may require modifications for the effects of surcharge loads , sloping backfill, etc. 1410 Buffehr Creek Road Vail, Colorado Page -3- RECOMMENDATIONS cont'd FLOOR SLABS: Floor slabs on grade, if any, should be separated from structural portions of the building and allowed to float freely. Interior partitions must be constructed in such a manner that they do not transmit floor slab movement to the roof or overlying floor. See attached details. Backfill placed below floor slabs should be compacted to a minimum of 90% of its maximum Proctor dry density, ASTM D-698 . Minor cracking of floor slabs on grade is common. It is considered cosmetic in nature and does not affect the structural integrity of the building. DRAINAGE AND GRADING: The ground surface within 10 feet of the building must be sloped away from the build- ing with a minimum gradient of 5%. This is equivalent to six inches of fall across this 10-foot zone. Where this is not possible, a well defined swale should be constructed to intercept the surface water and carry it quickly and safely around and away from the building. Roof downspouts should be extended across all backfill zones and discharge into an area of positive drainage away from the structure. No sod, grass, shrubs, flowers, trees, or other vegetation requiring water should be placed within five feet of the foundation. Sprinklers must not discharge water within five feet of the foundation. SUBDRAIN: A subsurface drain is recommended around usable space located below the exterior finished ground surface. This would include common walls around the area protected. Typical drain details are provided with this letter. Collected surface water is not to be discharged into the subsurface drain, unless approved. Extreme care must be exercised when backfill- ing over the drain, installing utilities near the drain, or performing any other activity 1410 Buffehr Creek Road Vail, Colorado Page -4- RECOMMENDATIONS cont'd which may damage the drain. Any damage to the drain should be repaired and documented. BACKFILL: The basement foundation walls, if any, should , be laterally supported prior to backfill. If previously recommended, select backfill should be used. Any imported material for backfill must be approved by the soils engineer. Backfill should be compacted to 90% of its maximum Proctor dry density, ASTM D-698. Backfill must be compacted by mechanical means. No water flooding techniques of any type should be used. CONCRETE: All concrete in contact with the soil should be made using a Type II cement for sulfate resistance. Calcium chloride must not be added to a Type II cement. Foundation forms should remain in place for an appropriate length of time in accordance with ACI (American Concrete Institute) recommendations in the ACI Manual of Standard Practice, Part 2. REMARKS: The proposed structure is to; be located on soil possessing a low expansion potential. Although the expansive potential of the soil is not expected to cause movement of founda- tion components, it is probable that flatwork may move. The recommendations provided in this letter are intended to reduce the potential for settlements of the foundation components . Recommendations pertaining to isolating flatwork from structural and non- structural components of the building are intended to reduce the potential for damage to the superstructure. Successful construction and performance depends on the implementation of all of the recommendations provided. Problems are likely if any of the recommendations are not followed or if any of the systems fail. 1410 Buffehr Creek Road Vail, Colorado Page -5- RECOMMENDATIONS cont'd Again, following the recommendations is considered prudent; however, it is not a guarantee that movement will not occur. SENATE BILL 13: This letter is in partial fulfillment of the requirements of Senate Bill 13 regarding expansive soils. The homeowner and builder should review and become familiar with Special Publications 11 and 14 issued by the Colorado Geological Sury Respectfully submit AST MAO 5 N SOIL TESTING AND E GI R1NG y 20020 agn , �k E FM/lkc encls. ' .'.'. .' '.'. FURRING STRIP RAMSET OR NAILED TO WALL i4jk Afl WALK . . . . . . a SHEETROCK . . . . . . . . . 4---- BASEPLATE . T OR NAILED TO FLOOR Ali t BASEPLATE NAILED TO PLATE d . . . . - . .' . . . . . SLAB . . . . . . . 1/2- EXPANSION JOINT FOUNDATION WALL FINISHING VOID DETAIL Job No. Fig. No. Drawn Date CheckeA OR WOOD STUD WALL SECURED FROM ABOVE SHEEIROCK BY NAILS OR STRAPS DRILL HOLE ± 1/16" LARGER THAN 6' SPIKE 2 4 BOTTOM PLATE SPIKE OR 60d NAIL ON J' C/C x RAMSET OR NAILED TO SLAB i BASEBOARD NAIL TO BOTTOM PLATE ONLY i ° 4- HOLD LIP IF DESIRED SLAB ON GRADE d. E NON-BEARING PARTITION VOID DETAIL r► Job No. Fig. No. Drawn Date Checked Date POLYETIIYLE14E BARRIER MOP . 4 TO FOUNDATION AND EXTEND UNDER DRA114 AS SHOWN FOUNDATION ---— --�. . WALL _ . a_ FILTER FABRIC MIRAFI 140S OR EQUIVALENT AS SHOWN BACKFILL GRAVEL COLLECTOR 4 R" Mil I. 2" Mill. MIN. PERFORA I ED PIPE PERFORATIONS DOWN EXTERIOR PERIMETER DRAIN NOTES: =85X OF GRAVEL. MUST BE GREATER THAN 2 x PERFORATION DIA. +3 OR 4 INCH DIAMETER PERFORATED PIPE MAY BE USED +ALL PIPE TO BE PERFORATED PLASTIC. THE DISCHARGE SECTION OF THE PIPE TO BE NON-PERFORATED. *MINIMUM GRADE FOR DRAIN PIPE TO BE 1% OR 3 INCHES OF FALL IN 25 FEET. •DRAIN TO BE PROVIDED WITH A FREE GRAVITY OUTLET, IF POSS18LE. USE A SUMP AND PUMP ONLY IF NO GRAVITY OUTLET EXISTS. *DRAIN PIPE MUST BE LOCATED BELOW AREA SERVICED OR PROTECTED . ]No. Drawn Date Checked Date POLYETHYLENE BARRIER MOP TO FOUNDATION AND EXTEND Q UNDER DRA114 AS SHOWN BACKFILL FOUNDATION ' WALL Q FILTER FABRIC MIRAFI 140S OR EQUIVALENT AS SHOWN GRAVEL COLLECTOR . . 3/4" RIVER ROCK A- A /1 8" MIN. 2" MIN. 456 MIN. PERFORATED PIPE - PERFORATIONS DOWN EXTERIOR PERIMETER DRAIN NOTES: *85% OF GRAVEL MUST BE GREATER MAN 2 x PERFORATION DIA. *3 OR 4 INCH DIAMETER PERFORATED PIPE MAY BE USED *ALL PIPE TO BE PERFORATED PLASTIC. THE DISCHARGE SECTION OF THE PIPE TO BE NON -PERFORATED. *MINIMUM GRADE FOR DRAIN PIPE TO BE '1% OR 3 INCHES OF FALL IN 25 FEET. *DRAIN TO BE PROVIDED W1111 A FREE GRAVITY OUTLET. IF POSSIBLE. USE A SUMP AND PUMP 0141.Y IF NO GRAVITY OUTLET EXISTS. *DRAIN PIPE MUST BE LOCA IFD BELOW AREA SERVICED OR PROTECTED . lip Job No. o Oa Fig No. L6 , 114 F, ��r�r��1�v�-�T�� � ���� 16, �R15�[D r�2� r4e, mit VIM Atzv- i i E�p WAl- it _ � _ �(v -�-;� CSI^-►��' <� )O,G, � v� (?�-� v�T � ice'' ����•� i � • f �S i � x �i - ;a:_ ,�.•�. - r—�lv BIZ"dG, &z, .4 r r Q . ��•!s/o � E'� ••Q. �c / ..? O L OK �� FIG G 102 E Pikers PeA Atrm�c + I CdvTa1 Snrmgs.C a SM3 I f1 /" (7I9)634-6902 _ f r �J VAT To 114 1�Jr�o--�v►�, HP Jill I #C5 N 18"D.G. I a d- -�� � •m:'� Cam`' �T � ��'' ���� ) f(t{t( ,. . :.' a. � ,r,� �1NER A '.,may O L O K 102 E P3xs PeA Aunu e � Y(� r �• FIG Caoraan Stmngs.CQ 80903 �—t 'j � Al (7,9)634-ti902 /�� /df I N �, �� N�� �' �I��-+..°:� ►mss W��f, �►.a�� ��1 ���, �,� Na(,.�-o� all t7G viy,-N WAY,cfe 44- POW eL- G I I ,�� III--l1 ,� ! �� '�'�l�f=j' , I�" � I�•) f I e, 71 T Ili E I �� � I�"o,�•�� WAY at �E, 72 , zrtr�r[�rn► O L O iri FIG IO2 E Pikes Peak A W90 ! _, � Colrnaav StNmgs.CQ H0903 (7I9)634-6902 /=?/ �3 5 z }- ` I At 11 it 1 I i I i r i N 6fzA1� I � ELEVATION LG� o < o -- - - c TIM-SER_ RETAINiNG_WALL -,s_cale. 1/2-': 1i-0' boo �U rn _ ep T1Mt5 a� opi Nr, x--67 - - �►�I51.1 � �:O=. SECTION, 2283 Waynoka Rd., Suite C Colorado Springs, CO 80915 Telephone (719) 591-0605 October 3, 1989 Custom Country Homes P. 0. Box 1670 Monument, Colorado 80132 Re: 1410 Buffehr Creek Road Vail, Colorado Gentlemen: This letter is in reference to the subsurface perimeter drain which was recommended at the above referenced site in our letter dated September 26, 1989. A subsurface drain was recommended around usable space located below the exterior finished ground surface. A typical detail of such a drain was provided with the September 26 letter. Where cantilever-type retaining walls are utilized as part of the foundation system, the drain may be placed at the intersection of the stem and footing of the wall as opposed to below the footing as implied on the detail attached to the original letter. We trust this provides you with the information you requested. Should question-s arise, please contact our office at your convenience. Respectfully submitted, SOIL TES NG AND ENG t\ fA�jO m 2 20 FM/1 c K91�� -- '" 'i�Fidn_.r, •,.:erwra e,unavrunrtra+re+r. _,.TM�;am:,.x_amaeaaen+v..e._.__+.� ,.0 LOT 11 LION'S RIDGE FILING Nu. 4 PEAK LAW UL.TANM NO 19Q.QQ' arc W�art m. �.. 870�C7Ei&444 FAX 070-US-8616 I=IJOW S RDW UXW VAA,00 OW - - FOUND PIN AND CAP I L.S. Nn 5933 15.0' [)T10Tv EASFIv1EN". • GRAPHIC SALE __ 2222_._ _�_ ___ _._._ _.---� —222_2_. � _.�_ __2222_. ___. •-,�-..-'-' --- — .— --- .._._ ___._ _� J / BUILDING 20 0 10 20 ao e0 / / SETBACK / BUILDING SETBACK ( IN FEET ) �' ROCK RETAINING WALL o� 1 inch = 24 1•t. / ' EXISTING / / `� LOT G- 2 BUILDING BRIAR PATCH ../ / F- 6 DRIVEWAY UNDER / ) CONSTRUCTION 15 0 rX4 >4 l� 45 cb� . 10.0' _ FOUND PIN AND CAP L.S No. 26598 �`dl CONCRETE STAIRS !ro LINDER CONSTRUCTION / 0.3, (HATCHED AREA) �. r"° L G°�- 1 �, Delta .w 145 57 ,�B / GENERAL ivuTe,S � 2 7Q.QQ. Iorj 0.878 ACRES " 2J2.Q8' 1 PEA'< LAND SURVEYING, INC DIG, NOT PERFORM A TITLE SEARCH OF THE SUBJECT CIO RIDGE AT VAIL N / PROPERTY TO ESTABLISH OWNERSHIP, EASEMENTS OR RIGHTS-OF-"WAY OF RECORD ADDRESS: 1410 BUFFFHR CREEK ROAD Lam= 181.99 F>,ECOPp DOCUMENTS UTILIZED IN THIS IMPROVEMENT LOCATION CERTIFICATE WERE R' 1 / CH= 1 4.�Q' PROVIDED BY FIRST AMERICAN HERITAGE TITLE COMPANY, ORDER No. ES4840OB97, f C'ATED OCTOBER 23, 1997 AT 7. 1129 A.M ! CB= S41'22'08"W / 2 BUILDING TIES ARE INDICATED IN PARENTHESIS 3 THE SOLE PURPOSE OF THIS EXHIBIT IS TO SHOW THE NEW CONSTRUCTION ON THE / 1 B lJ F EHR CREEK ROAD WE`:T I.INIT OTHER IMPROVEMENTS EXIST THAT ARE NOT SHOWN HEREON 10.0' 4 NO-ICE R ; A., ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED / UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT IN NO EVENT, MAY ANY ACTION BASED UPON ANY DEFECT � �r IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF / CERTIFICATION SHOWN HEREON. 20 0, �- 15.0' • .2 J LXHi61 T o ! v I HEREBY" CER'1-IFY THAT THIS EXHIBIT IS NOT A LAND SURVEY PLAT OR IMPRCVEMF,NT SURVEY PLAT, AND THAT IS IN NOT TO BE RELIED UPON FOR THE ESTABLISHMENT / OF FENCE, BUILDING OR OTHER FUTURE IMPROVEMENT LINES. Ln Delta == 2°26'58" BUILDING SETBACK / � = 14Q� �1' I FukTrIER L.ERiIf Y Fr1AT THE IMPROVEMENTS SHOWN ON THE AE3uVt UtSCRit3ED PrAR( Et r� ON THIS DATE, 10;'20/00, APE ENTIRELY WITHIN THE BOUNDARIES OF THE PARCEL, N / `r te: 30.00' EXCEPT A 3 SHOWN URAvVN: JF ..�. ._._. _2.222.. � .� C M�= 6 Q.Q Q' _ 1� 0' GE3 52���Qta��� Vil DATE (.� ----. C-222 2 i��i PLC.. 1�[3# � r�1 r UTILITY EASEMENT t '� �d 'ZGe . ._ _ ! BREN,ABIGGS ,� Gv"` T B%G'0,�'��� /`1 Cn q °� `fir COLORADO P.L 2,..�, �. s �, DATE 1 Q; ��(?� �g61 /' �"rr 1 �•�1 FOUND PIN AND CAP __�: 0 27598 = r 10.0' / I ti NO 1 hri?,t 1 ' i � • •�;�� Lo LOT � � J l l . CLIFFSIDE RECD DEC 0 6 2000 7611 U Gwath mey f 1 . Pratt Schultz 40 � o0 2 S S . o f acnneore. P�. y: 1000 S Fan( Rd Wert VIA cobrcdo X657 Tot 13031476-447 _ F-= (3031 476-1612 f ci �� Slyer <iErB AGi�`�� � '0! P . — co'tto'.--i l -- -- to �` \ ` v L p � �2r ;. � �JjQ - - _ - -- ! YD'rEl-JT LLY�. _ __ - J `� `` ` \ � C J `ry OI-! I? 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Z - 3 11 cp. � '7 0 W / f71z•I p v a in said P s clilcaiwns god Wi it �' � not prevent Ma bwldmg cans pa L. = 18 0• °I 1 �_�_-_-__ ownKtion of error APPROVED s dl • aa' oa ' w �i<1 � r 76ra � co rJfy .e /c ; JPGl� rIPt1 Po?G� rTIviA 5 CoAi� 40 Gt -1b S0r'o = JL{ f 11r'E 6 lip a t <-H17 = 341 • ` I nnTE Sheet Number 6 T0WN0Fv4M ��NO tr Town of Vail o 1b0L0�W0^%X r;t L '1 &0t.4T 1190 IuH 115. 4 N jz11 � 1*AAUlftmMftCW% rbdg n&-ft ko o OFFiCL UOPY A spufflomkMadoNvofim - IQ•F.G Ffi�sE7 4+d1 LIU HT i °ID I,� N 128 '* G' GI S «wu°`m eedienfmaebeg�POrrW 0C my i of A �\ /� eerdNe PrwldmdMb mb Qd4r111radmfimp M Jm( arm I -I-- f ` + _+ f"1 G F�--r" 1"1 i • ; I Rllelbp�gpgive eelbugYroeHlvgomllbe PO•'blardNe O Thee> Mml of bmmdl6dMPWmgmMcW= ad l Wpmmt d� PnmgWdifrom gel amw A.s eir 5I �V - h1b prevmf the building omdd from mmslle regebleg tb mnatnlhe d l. O 'T Co • I L_10 N y R I Gl0 E SU$. F I L� enbn in b Pimr.epecim ffi na end r when m, rc beet pe imdeg bvg0ing 7 epadms bring2orJ on NsdFaiO r when m Hold® or eoPeb�f my ONV efdinen of nJsiwsEiaion. / '1'I>G ALL. UTIt, ITIsc� -rp Fi}CISTIy.J . MRIALS: , DATE: r . Gwath mey Pratt kSchultz . Mhff cM Pc. 1000 S. Fhontec Rd W"t Tel (303) 476-1147 F� 1303) 476-1612 i 1 %� r s v ; ^40 Aw ,q ! �eJ Sec�toN \ , �� r . i C4 7950 Dt t� �P-'r IV � uon Co=q° ri1 4 '- 91F.C1 _s lI " � �T i� u aE - _ + 9a ° ry / .. ONI 4 41 Y \ ; c - �• `ti o AX . y f\ y9 41 0 g ' ' ' ; / \,6\ 4f \J � `h $' 0 / • `" �wam,�ayiP.a)vs�nW: -�� (Y G4/ - Copy a`rro'Reeomod 1 rnd da f d m� \ry na,enm h. 1 al �. °n°W°vXnn`°>'a.c ma'i \ N ice. )« he am« P,a l _ \`Y, IEd dMGath a k.. nn«n me wm)en mn«naroa \ �h Txl�•7 •a 3O 7r• O� '\\ nmry R. Pran « 4hey fcnWz. �• - V 1 , 30 4k: � Date; ol \R _/ N '' Revised 6 /10 /94 I c � r /> 0 . 0 � 1: � 15T •�U co � ,� bRl� � � IZOFC�TY L c + lo° o E _ Ut° m \J IN — \\ / \ o Q yeti 93 `I 1 a� '1 = I I9-LL Sheet Number 2,658 'tip A 2 Gwathmey Pratt Schultz Archnect., pc. 1000 S Fontcge Rd Weet Val, Cobrodo 81657 Te! (303) 476-M7 Fox 13031 476-1612 IZIG + 10 / I ClJPOtaE S7 I / �� 't� .. : .rl z4 zz +- 11+ 16, t - / •-:,� r Z-- ,. _ v 2 prcT T 12 no ' - 2i1I �- 4 ' /a U) / x / ` � % Git.A+3 �-1 rOhPt7� .�- II- p11 IV � 1 6_ - �;.•a0tc+-1dt;p \ O�dJ/ / 0 Log w - - m , II It it 1 v O — - j 47E7 6PGK LIW* I - - '' ' ' _ n\ '� r loy . C; + oro �v ® Awa B�te. P.C. Gwafimey/Pratt/SChJ2 L �1 !oy HY O IiLfi'M1�D _ _ / �O % vtZ.'L Al L. {J!l �I Al oc Reserved! t �l l M ,a ".em'e"':"het TM1Y doctme t and the idea he I PP t Gxwh +aY/Pratt/ F y ya°enrcect% P C a6 e p�IG G V V-��� PIfSR' A V Pilo b1 rced. r, while z' t r, K vof Edtt theywmlen wiM1y Jr-4 n , I Edward M Gwathmey c � � I \ `� Foienry R Prot] or Sidiey Schuhz. GB SAG ¢�'TPI �! 11-I fJ IrIPC.�s _ I\ 1h W / r�talc tZOt--; t-a�iK- � � o'e + + 1 om . r. � � � l �•;� / Date: 2. AZ 11a1A- '\ Revised ' �°RpPc1z LoiG� , I Aviv . O 1 0 r � CSheet Number J 1 , 411 , _ 011 � A3 i" t e wa m y Pratt v Schultz AnchBecte, p.c. i. 1000 S, Frontage Rd West VA Colorado 61457 Tel (3031476-147 Fax (303) 476-1612 INS rt, ..._.. .__..._. 4 ti: J V 3. 4-U10 Aeo / ,jr�`M^"s '? 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'�of a:r"i•��,��, ;vt�n�,., =nxr�+ ftir � Y• �.:ac„-sGa' r� / r.: • ''�`� .r .� ' . . --____ - - _t _ _,_,-..--"---..-_...� --_ Goa t Gk-�°.T `'y' Q 1iu o , t { �Y\ ��yY .w .� ..r.._ JI' d '� � �•f 4 ♦v `V- �� �' ' �t �' • i ....r ,,gib' ,�' ,M Y ;".+ �,.•,-,-.�._.-.�- - -r i.. t� ,�! r� �.1• f �`�" � `. :.,-+r.T.L fY�V fi�"� f l+ 1 1� �'' f �� ' � � � `i.l�1� .`"'., /'�// ~`�' \ /�. _,,.. WIN 5(o to 19 r�� '``^.,� `\\ \ ©Gwp. ey/Pratt/Schultz Architects, P.C. AU Rlghts Reserved l a - �'1 / This document and the Ideas and designs incorporated roperty of Gwathme /Pratt/ herein, as an instrument of p professly servke, Is ythe ��! ' ; Schultz Architects, P.C. and Is not to be used, in who{e or In of Edward M.oGwathmeycJ�, \\ without the "Often authorization Henry R. Pratt or Sidney Schultz. Date; Revised; r r-ww :r j, -� - C.�✓f ���!"saw ��J"-1iiM�' - l q, q F Ft 099 Sheet Number G...-• 1�'� '�` 1-` ray V' 7p.c.hmey tz .c.nt Rd Weer o 81657 76-R4776-1612 1 r I fj t. CP � I, mp ` n it ._4L �iu gl _ ou i � t � �� -11_ � n 1 c tl r,^ li_ G h 1 j pia LCwO4 Aio6oc - - - - a M ' 7vB d �N o µ r 1 \ by � r9 1 iz5 rn F - / Zr* &A G . Fie IK 1. 7 MVry �IpLL or1 �yD o ;e4o1• 4, I H O9 . T+-1 511ti � 16 oj'. zjll 31�z Ill - 14911ti11 6 � � l _ oi1 \ a \� MOM i I, pif if frj I _ 40 U if t / — - --- -- --- -- -- -- ------ - - ------------ -- -- - — --- ® Gw�tnm�e'y/Pratvscndi. wcnnecn, P.C. Al Ryf+ta Reserved Thh doc f. and he kiec., d dee�e 'ncalpwale l hereF• o T relM�enI of poleeMOnd eervke V the noapeny of Gwalhmmaayv/Pram t JO be oiled In whole w � part, I« my oher=Mz' of Fc;l he wmt w lih .,lbw I Edward M Gw ciney ch HenN R Prat? or Sib�ey ScMJIZ. Date: 2 ) 1I /q4 Revised: 4. V V � Sheet Number -7 20 . os , 44 oII ( A 5 f" :1 A -J,I lv Yt v01 , ..'��,), I, W, Vi� if IF !1 4­', y't ,f 1� IV �J J-L 4 V. 0;0 I­7 7- tF, Ae 'A 000� �-n Poo Ile 93 4 t qw- 0>�-fO-1-4 A-1ri 4 ---------- AU r�A�4 V, FF t�l W4-1 �-4 1 H t:O wow -rU n.H hC= f PrQ,IPS9 th �"p not I Q10 KhTt" Ow; TV 4.ee4> Hw)ty it p 9:;�p*TU t10 Oz IOei IL r �pv N tK 4 TH --Its 4 1 fit, 1 17 4r 71 t Gwath mey 3 I rat Schultz z / \ Architects, p.c. 1000 S Frontc�e Rd West, Val, Colorado 81657 Tek (3031476-1147 \ Fax (303) 476-1612 r t � — , i J f - . i- - 4- _ Copy�ght t/S h It t.. Z - Gw m c u z _�- �� Architects,ArchltecisF.C. All Rights Ts -- - --- � t? This document, and the Ideas - - and d I s Incorporated a es gn _ j-' - ^. }� O �,, Cy. herein, as an Instrument of _ -- professional service, Is the property of -wathp Pratt/ Schultz Architects, P.C, and is no to be used, in whole or in ( 1 Jew par',for any other project �,.1 T } } t t n t o a n with he written riz tlo of Edward M. Gwathme Jr., Henry R. Pratt or SidneyYSchultz, - Date: _Z A" t- }'t L: t..__.. _ __ }-- z .. w -� a {rte t t . J6-1 Revised: �_ v se -_:1f4.11 4__=�.1"' IL I y , - -- _ .- -_--- tom--- - - T_ . _ Sheet Number 1 i y 64-4a Gwafhmey Pratt - , cuz Architects. p.c. --- - - - - -_� )000 S Frontc�e Rd West Vc1, Cobrado 81657 Tek (303) 476-1447 Fax (303) 476-1612 u _ a • t — — -- — — — — --- • . r i ' S1 f---4 4-4 r , i y > +arm i 9 1r I � � 112 L44<1t-' T @ GwPX"m et /Pratt/Schultz Architects P.C. j 1 // 1 .. i • �7 I t_ �1 1 - All Rights Reserved i � � � � � i j / F' a ._. ` � � � � �-d�+� 1 \ ,Y+-f� i ����'T"'F t {' � t��i { - '.•\ s and designs Incorporated e id as a e I � r 1--� pert in, as an Instrument of rof esional Gw thine h Pratt/ i - —_•-.- ]!� � — - __. _.. __.__ ,_....__ \ Schultz Architects, P.e and Is not part,tfobany other pro)e or in wlthouT The written authorization of Edward d M, GwSathmey Jr.,- Henry , Pratt or idney Sc ultz. _ _ r—r1'L4 Date; } i - � ! Revised; -- -- � I _ t-•tit-asp r�,�*�l,, _—____—_...___-----_____ > �.��: ...__ _.`.. } = _ ; _ ____ _ _ _ _ . .- --- ---- _ _. - ___ Sheet N�unber �r� A8, L I; Gwath mey Pratt l Schultz 1 Archltects, p.c. 1000 S Frontcm Rd West r' voA Co{orado $1657 Tet (303) 476-1147 Fax (303) 476-1612 - ,,.,,,,•,.,r+ , ...e•...,rsrtr:+sw�v.+ °,.ra.».....avw.-... .r.+..«.>or, . ,..•-:=. .»s...,...,-.a.,.,, ...._,.., .._-.-.....------ % I r i 4 �\ I � I G paYhgmey/Pratt/Schultz Architects, P.C. All Rights Reserved This document, and the Ideas and designs Incorporated professional service, Is the hpreopertysof Gwathmeny/Pratt/ Schultz Architects, P.C• and Is — not to be used, in whole or in wlihout the written authorization part, for any other protect Henry R Prat or SidneyySchultz : - - --- - a { 1/ D tee /14 Revised: IT t _ , 1 _ I I °r' Sh eet Number 7.47 7 IIIIIIIIlIL IIIIIIIIIiIiIIlI4F itiI.......... 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FOOTER _ >~ --� 8 EARL N _ c� m : w CENTERED UNDER G Z TIE_ HORIZONTAL STEEL INTO INTERSECTING IF w°C _ / % . _ >- _-_....moo :.....,... _ .._._... . ____ ........ }............... 1111. ... .. ... _. ... NOT.0 S: 1111._ a / // Y v o a o 5 _0 WALL / / \` - c� I, '" 1111 I WALL w I / ` \ 2•• 1, f �/ ` v z w �_ . ....__.._.._...___,...... . _... ._.._._.._........ ......_._. . ...... .__. ......1........1......_.11..:_ ... _..:... ..._. ._. ._ . _....... _.... .. .. . .. .. _ __ ..... .. ._ 1111 _.. .... ... 1.. TIE ALL STEEL. _....1...111_.. 1111.__ _ . _ ...... _. _ .11...11 ..... .......... .. . . o // / . w w C) I �? - - _ _ - a 5' 311 7' 6» t S IS 8' NO O / ' 1--X :~n , ' I _ 3w<z ..�..__1 _._... .......... ...... '................._ 11.1..._1...... ,.11 .. :_..11.1,_111._ . __111 ...1.. _ ..1.1.. 1 1. _.. ... . . ... _. . .. .. .... . . .... . . .. WALL THICKNESS . .. _ . . , / ,n /, \ r.. ¢c: i S NOMINAL .-__ .. ... .... w ro � o= o 1 >1 /^ \ &_ Q_ ¢oc z 135 + 1 - -- / / I�, voow ..... .. 1111._.. -'_.. 1111... ., ..111.........__. . 1...1 _ ......1. . _ .... .. . . . . ..... . . . . . . . .. 3 -STEEL..TO.OVERLAY 18 . MIN . AN[l: U_ IU- ' I. : - .. ... - _ 1111....1111.- 1111 1111 1111.._ .. ... .. ..111 1- ... - X .,.n. - 1 ` cn \ _. � 1111. � . 24' 0 SRS. J W W Z w r�1 / f 'S \ I; : ,, .... ..... . . .......I—:... . _... ._ 11 11..11..,..11 . _.—1 I .. . . _ _11 ...1...1,. .. ..... ......... ... _..... —---I __-_. _.... ...... . . ........ .J . \ O ¢ 1 / ♦ � ..11 CORN W r� ` ° n , (; * r 1 oW � O -6 VER 1 1 1 f Ln / / a /Y , ` \ � /, \ �, ........-.. _11 .... �. _ . PT..�l1 ►TIES 4. RETAINING WALL. TO A MINIMUM OF 4�3 BELOW 3 ,�, \ - a L=1� -- - / �� �4� \ T� / 'ti _ 1111 oIw y 3ztJuv _ ._ ._ _. ,�� `<C, ',• = aZ o , .... 111 . 1 ...... .......... ... __1 . : .11_.11. . . . _. 11.11. . . . Doozo » .1 i 13'-5 1 8 > � . FINISHED GRACE _ �a \ \ - AL ;: ,.�.__ . _::1111:1111 ... 9• .11 1 1 .. : .. 1111..11.11 ......... Z¢ �! .-v > v 22 -0 In i �- R 1 4 \ \yC� ! --� 5 HEIGHTS ANO LENGTHS ARE APPROXIMATE ACTU �• DIMENSIONS TO- BE DETERMINED IN- FIELD ¢�-, L FY} e ; !, -,1 N • &� `` mow. -,,,.. ..w�-�» •�• .w •�� .r.� •r r S y // Aj/ a 1,, �/(� I`' �' f ' 1111.• r :. ��:.: .. .,_1111.: -. 1111. ... .1111..._1111_ ...... _1111... ..._........._ .. 1111.. ...-- -. DE 1111... ... _ .. _ ... _ .. .. _ - z \ 1111.• -� r �.� ��r �,�� �.� �..� ...� �1 V V4 A - C \ It v � SIGN: 2,500 PSF (FRG) o �O� ` / • g �9 �� Ik 4 ._::.. ...... ... .. ____.: . .. 11:11... . . . .. - .. .... . `b` o 5'-O r o A * G� �'� �NV / /11 A IN ,,,: _ _.•: 1111_._. __ 111 1_.. _ 9, \\ / , /O I j � �y� G OQuG J . / I.L. VERTICAL STEEL IS #4/60 / co, ,r :N h �; p� / // 1�r,.�. . 1�r_ 0 24" ON CENTER -. _ 111 1 -5 I I rn -ice � 1. 6 ., � �� I � - I I . FOUNDATION WALL # /60 ® 30STON } Oda +goo �� �� �,o CENTER _ _ ( _ _ \\ �.) ati �/ ��4.drlFl 4;Q H ION O �„� . _ 19' S /8" 6' 011 �: CQ- . . I 5 I a9- - -------- ._.� �,. .. _ 1111.. _ d� // J��Q, r r. _ J 11.11 1111_ f,, ° `-, (b9, �•�Q��I / • /O ,�`r 4,��,IQ �"'� , �i 11 IL I 1 1 ! _T_ 1 I I_ _ .VO I ES. �% GIN ��l .11 � N G OQ- U he 1. t I+ -T f 1 l 1 �t+ I s 1 i 1 I \a♦ / Cj/ / ,��'��Q-\c,�C �' Z F_ 0� X °1. ;DEFER TO 'SHEET 2 f CR DETAILS. � � p 4, � II I . f. .. I . I ! .. . _ I I I I 1. I I ! - ♦ / F �j I . 1111. 1 ! 1 _... 1111 _. 1111 . _ 2. WALL THICKNESS iS 8" NOMINAL ao v '�' \ \w� Q-O� � ,�' }- _ . J1 r � I ! �.. ,N 16" WIDE x 44 THK LElEL.'NG COURSE 1S Z 3 -�o o � ,�Q' �O Q` c�.4' � �� �� 1 I ! !. . !.. . !11 ! 1 ! 1.. .. I ! I ... I 1 . . T J ¢ap z I GO 04'G� _. I. .1PTiONAL UNDER WALLS '!N/NQ FOOTERS J� �•� ,� i I 1 f I ii FINISHED GRADE I I I I I i ! I FINISHED GRADE . �Q� w z Z� '01 o • /Q rO -" C.,� r .. .� .� +r..�� y . ..rte.,� r „•ice 1111- .-... 1 "5J E J a� I G ?T... . I I 11 � I .. `<VALLS & PIERS TO AAINIMUM CF 3 L�`W o w ago I _ 1 t i ! t i I ,ENO 8' nBCVE +=1NISFiED GRACE. s o 1L i�o - c� i` w. z t... 4 SAL- , T ?R _EE � C . '� I G 2e , o 0 1 1' 1 1' 9 * • -� 1 V C'/`IJ C / 1/ n r » t� I ." 'r^-.•. ^.VI 11 v•'►: ' rte♦ I /•"t I� , , •L-.�`�:,,., 1 !a C z^ J 1 c. t - STi ! ,. 1..... I._ . 1. � 1 I 1 I I I t I :1 f�._: s. �A.\IrrtUM �nC,tr;LL :1GNIIV..J ;I�.I� Iv iy ¢ �o STAIR RUNNER-BUILD--oU1LD iA FVVtiD.>T i N 'HALL. � I �0 E 'CIE _ .1 _ . I r I T FY ENG NEER IF TALLER THAN g ! CCRNEI�S is �• .- ,.:,',,=" I I � I I i _ r,,. N cn Z ¢IY w � . /O OVERLAP STEEL i 8 MIN., c4 L�tiN A `� - oac3 � Z2 ;ter. Q1 NO I I 1 �+ ,; •,r -- - _ _ i___ _.. /g. ';1T-,?J` ! P-0 LOCATIONS, SEARING :7:•1LL %GOT �'? u'o !Y c> 7 C� `(+ .-� �. I -- -. - , , A �'T EN" .LVD FOUliVDATION DIME!1SIONfS. _' o g - � U `� '''' f.1 1''SF 4N?' 7'.1'E:7 l�, J��'i ' .^ .1 '11 y^1 , 'TfT .f,7 ,!"'f ° ��. �'j t�-,� ^ .-1 I z -. 3 3 r l�- ,0 ,,� TIIV 0 Day ION--T.., N., _ w W 1 7 iN S G Una Z I o .� `", . ._. - - t' \ • JOB JOB ?I '' 2`s%r�? /� �1 y� �y 1VT0 y`lSl t'YG 'if'�LL lfl 70 , ��SD "0rjr ^ N L� z' ,.:. : PHIL T N ISES TE D �rL+"Tll p�� /��r I w a w - f PHIL WEINERT ENTERPRISES 11. 1 q WEINER E TERPR �1EE.� INTO EXISTING CONC.4E CAI 1'. 11014I2ti1V1L moo. -a c�..114 I %,��` • , '• �` 8 ��+ ��iI 15590 Castle ate Court SHEET NO. OF t"� >vA, .. astle ate Court SHEET NO. OF = 3 Z W - Z ••... • 'O``. 15590 C 3T��L INTO NEW :r LL. 00 ¢;m z w � ill 11` / ?• .� COLORADO SPRINGS, CO 80921.1809 COLORADO SPRINGS CO 80921.1809 a 11 1111. _ 1111 . .. 1111. " i,,�F COL \� � Phone �719� 488-2478 CALCULATED M DATE 2_� Phone �719� 4$$-247$ CALCULATEDAV DATE _ . ... . lrp,itrlllk%%\ _. ..- 1111 ._ ... _ 1111 . .-- . CHECKED DATE CHECKED BY DAT :' . "rt to a +, °s. .. .. _ . .. _ _ _ . ' _ ,.f_.. ,+,.: _1111_. 1111_ 1111 - -" _ - "�,H 1 SCALE . - `SCALE Ey" - - 2,500 PSF SOILS TESTING & ENGINEERING E . . 11 . . Oo not void corners horiz. to T either side of blodcout - top & bottom ._.s. . .:..... ...,_. t._..111.__...1.____'.........,.A....._ 1111. 11.11._. _- -_ ..._.1111 _ .......----_.. _ . ..._.. ... _. _.._. .11 ._. . _ . .... 11.. .11. 1111 . . .. _ _. . 1111. ._ . Added �4 .­.._9_­­...._ ._ .: ._ ...........::.... : . . 1111 : .. '. _ _ or 3" from top and 1111 _ . Q TE" Horizontal avenfy�spaced one between, for the 1 .:'.q�- . ., , " _ �� ,add i-,,4 vert _1111.._ _.._... ...._... . ; .. . ..... ._.. .. . ....._.... .. oOlowin . totals: 0 ,•i , I , 1 3" each side of _.. . . w �. f of for 10' wall _ _ L g ¢ #a-4 Iona I� / W N _ S. eoch c�Her j blockout 1. I I I : . .I........._ ,__...._....__ ......................__...._-.._._....- +Y 1._ . 1111... W' 1111 --- F-- 4- for 6' wall _ -C Z: I . 11 1 . _ - - 3 0 rnw . ...... .. ...._:. .. . . . _ i 4 fo 5' wall =� I : v Cti T TT H 'f ; �,'� 3- r I� r ! 1� ' III i "' :I1 -- -- -- w 4 for 4 mall 1 1 L Q 3 «. _ 1111_ , -_- 11,11.. .--.. ...: '� _._................._.........:.. __.,........ 1111.__ .. 1111.. ., 1111.. . - ._ .. 1111.._ .. .l Lr v .1 v v 3 a i L v a J` i`..��.: - - 1 Compressible void. material 11 tl- , 2- for 3 wall (see frost wail) o� ( ° bckout U o _. 8 .;.TH1C...WALL HEIGHT.. VARIES 1111 � ��i�T R'E�lD;>,»P ic. .. . _ �. ......._11.1111 .11 _ __. . ....... , CAI. VOID-S- , , \I , pical) ; 0 4-. +. V ..:... .__ ... ... (TYP SEE ARCHITECT SHEETS AND: ( F I VDICdTED ON SHEET f) : i � ' I NOTES FOR EXACT DIMENSIONS) 9 - . , . SCALE 3 8 P-0 » ,... 1410 BU` . _ -- -- -- -- -- -- _ .1111..«_.._.................... ` A 1111 .. . ......1111 .._ .. . ._.. �.....__....... _......__......... -._ _.... ........... - ref A9� - ^ �8" h t t he is and � y: - *� ---� �- S thk wolf Height varies U : (Typ - see arc i ec s e 3» ' /' ' j Copyright ..._ . ,1-.11.1_: . . U .. - .11......11.. 111 1..._ :. 1 111:.. ... ice column .. r Z • _. o- notes for exact dimensions) P . GwathmeylPratt 1111. ® OVERLAP STEEL . 18' AND BEND 24" 0 CORNERS . reel . f ( 1 . .. . .. :. .... . .. :11 .„...... ;. ....., ,,)U _11...,11....__ __... ,.... _ _ 1� , / 1 1,�w All Rig Rights Re Reserved 1111 1111 i : , s 9 . ........1....111......-:._ .. ... I...... _ _ __..__..... ..... __. 1111. as.11:. . - - HATE DRAWING: Q 1 and document, ore ed e H . _ II `""""-'"' 6' 1 =' 1 Overlap steel 18" and bend 24 ® Corners 4 silo S1ewe around coltmt ----vf•,...�. -:�•,-�•-•.•.-rf .- 1 herein,as an instrument of JUNE ...___M_......�..._.__:_._._.._ �.....,.._._._. ._.._....._. .,. ... P 994 _....._...,._..........._...._...__ 11.11... .. . ................ .. ... .... ......,:.. ._ ....... . .4....._._11_____.__._..........__._.. :.......... ......_. NGINEERiNG. 8Y: POW. _ 11 . 111 1._ 1111. _ ,.._ .,. professional service,is the 1 DRAFTING BY: MRR . . pro arty o may/P 1 r. 1111._ TOP iv IEi� Y f w _..r-...:.......4 1111.«... - . ...._... ._ ;1111 r._......'. _ 1111. ._ :... __ ... . !_, p { t Architects,P.C. nd is not o ; I i I !� be used in whole or in part, 1 , T T . i i 1 b , �» ..� :1111 . .. :. 1111 :. ..,. ._. 1 a _ 11..... 11_:_.. ...._._._.._.._...._:..:..... _...__. . 1 -- - I-, .. _. .._•-.--_ 11:.11._..._.- "Ti - -- ----- _........--....._. -...11.11. 1111._ .........'_....._. ._.._.. ....... .... . ._. for an other project r _. _ _ ..�_ .1111..__ ,....._.............._...._-_ _ 1111.. .. t_ -z SCALE y p C : OTES. r 1 1 1 the written authorization of 11.11 -. ,1111._. 1111 1111. N : • ; , ! s i .. _. 111.1 1111 :. 1111... ... 1111 .�, aLE: 3/3 0 .W.1111.._ -...... .._.._..._.......;...._.......:_. T. ~1:111 '�- ..--- - --------... Edward M.Gwathmey Jr.or PLACES EEL 3 FROM ENDS & TOP. OF._ WALL E TI N _ ._1_.._... ... . _ ..__-_. _.._. _ ----_-- _ - 1111.. . 1111. .. -------------1111._. S C 0 i : . . . . : Pratt.ox6 POSC r • Henry He att . ONTAL STEEL IS SPAC BAR 3' "^ ;r`, E my P . _.._ . . .. : . ., .,11.11. Ti I vF r .c dtl NOTE Joint mater al 1111 .. _.: .. .. • ..: FROM THE TOP E 3c _ � NOTES: { O B4 M AND . 1 o I T/•� 1 _1111.. a HORIZ ITH ONE' � .\ . Y erttcal ste_t is norr±atly \ ' 1111 11:11. _._._._..._ _ _ T 1 "v s' sitions relative rooter 1 vh Metd bracket Cure concrete 7: Hours ;n forms }.... _«. .._.,�._._.;._.....,_.._...._._.__.......... � 11.11. 1111 1 P AND __._......._ I Aiternatt a !a0 /-, » . . _ __. ._____�...._.. .....__...._..._,_...__..._._._. .._.__ _-- -- - 1111 ... ...EVENLY ,PACED IN BEIINEEI`J TOR:. A.:TO�A�.-1111 . .._ Watts .ess than V' p° I _; 4 r : : oo�ts ,r N/compound or cover. 1 ! ° i i '-1111 high do not :•equire I into 3t s min. n r ►� mix strength � 3 CQO psi. _. _. ......_;11.1....:1._..._ ..-_.._ 1 _ - ......_;._.'...4_ .1....... ......._.__.__..___...__. .... 11.....11 .._._. ....1 -... ..._ o c e g P i �i s Beet. ' ' T • vertic » mcnor into concrete : ie all steel where .t nter.ecas. #4/60.. 0. 3 ON CENTER. VERTICAL 3 Date - . . I :_.......,.._......._... - 1111 ... 1111._..: 11 _. _ ... . 4-- - ......_......7_..... ......._........_..__._._.... ...._._. 11.....11..._... : ..._ ._ ,1 .1.1..1.__.._..._ ........ p c ,, 1 cm ends pop of ,veil section, , i I P . » 10 . ,J+ . 1 Ov_rla sofices i8 . 1111 L HEIGHT MFT. NO FY ENGINEER. �. DETAI F FO OR UNDATION W �FR t� . ._.. I.......:. EXCEEDS 1 :....._..... .._._ FINISH G Sena corners _4 . Revised: F WAL HE EEDS 12 { 1 pE . TALL. f ' Et0 RA . --- -- -- -- -- freeze ail ow eie :o eeze :... .._.:. ........----........._.. ....._ --1111 -r........ ...... .. ...... 1111-1111- _____..._....__.._.. . ..._.._... '3:-THIS DESIGN PROVIDES THE NECESSARY WALL. STRUCTURE•_ _. 1111. f ' I : '' I for first 7 days alter placing ;n . { . -111:1 �. I . _ , ......:... ._,..._11 .. _.....�..__.._.__...._. _ ._1111 1111.. . 11.11.. =!II. I t w' ong corners of *"arms. ; _. . ..._...... .._ 1111.. _ .. -._ 1111 RTING EXPECTED :LOADS: If ANY UNUSUAL:SITE 1� `� „ » . . . FOR SUPPO STEPDOWNS & SLOUCOUTS� 1�4 Rod �r vibrate concrete in forms / CONDITIONS EXIST, N077FY ENGINEER. - I'!II='If. �� 1/4 stud 4 srto scoter, 1 , _....___...,.._.:..__.... ._-1 .11_.....4.. :1111.:--__.�___._...._ oc vert ., - p r _.. .._..:._.- _ ..J...._..._...... [............:......_ ............. ... 1 .. 1111 .. I i '4 '� �, old �olntJ ...... _-_ ... .._. ...._...._...._._.......}.__----..__ .: 1111 _ ... - - �a '.void �ecr- cticn and ,/ = Kee site .veill •_rained at all Mmes. t i :.. I 1111._ ...__._._......... - 1111 . ; 1 11.11 1111._ .. . _ . . _ . �. _. _.._..______.___..i._._- _....._...._.._:...._._. ...- :1111 { • i �n r sheets/ o for exact r f i ! I . . ..._._._._......:_.__....---- _ _. w__ 11.11 1C I Cao _ 1111_ .....--. --...- -- ._...._1111...1111- - -1.-.11.....11 ...._ _ 1111.-- - - ,R . , / , # s ,,r .xoc. : , , ; : : ; 1111...- -- ----- -_-- 1111.----- -'-:- - ---1111_ .1111__ 1111_........- __ - -- _ _ _ �� ;j # /' i _ -- -- -- -- -- 'ictl5 Jtl("PJ' iliah . - dime sons . : • 1111._. I. I I • 11.11 ; I I ,A 11 1 I pro iI 1 , 4- the h s _._4.__._...._I.......�___,...... -_-......_.�...._...._. , !I __..._.............__I...._............__. __.....„.1...1.......1...1._._........._......._........ ....... .._ _....__.__ ._.__.._ _ 11.11 1111 11.11. - _ 1111_ ......-.._ _._1111.__.. .......1.111. _.._111.1 .. _ .... __..._...._ _.. .. - _ . : : v i s grade 60. .-. - 1111 . _ rn - 1111.. 1111. �t vertical e 4 stl I - F ' TYP. ; be eel . 9 .» l _............_ ! !SCALE 14T I..... _ __......._...„..._._.... 1111_ - _ _ I nl r _........ 1111.__......:_..__.._._... _..._._. - - 3 1111. . 1111 - I 1 a,e - . _. T r 4 tt . t , 1111 `` erti • st el a ' � I QQT�. : 1 1 �`.i I i"j _..__...«1111....__ _.._�...___._____•.._._... ...... .1111._.___._:. ; 1111.. . 11.11. ;. _ 1111._.:.. .....1- .. .._ • _ - • i I L \\ 1l! : ;11 11.. ....._............... ...__._.. - - - 1111. - - -- 1 �� C ncreta r 00ter I i\\ //r - �' ; TAI A E P VICE TO INSI�RE .�ti� LIP VV ✓o 1 i $. ( o , 1 TES ARI_ �� ��- ...® /� />,. 6 II ®�Q�� �� � a She..t E �L NON �. R� C,- .� . v /` _- 1111.. �. 1111 ; THE .....�.__........„........_�.__..... -__--1111 _ 1111 _ . , , I . I (tee ) 1 /, 1 SE D , _ _ .t . ......1...-•.._._.....__......__...... :. ._.«. .......1111_..-�__....:.._.......«. _ 11.11.._ 1 I I Call� I 1 I •1 rte. .� -..-•i'�.-.;�L� .1sT. �%-,I�, . .� , .T Mal I0 t� �1 � � lean malt. ® _ 1111 s o __._...-.....11,..11....._..,.-.-...- .1111:........__, .1.111.............. .. _ . - - : . 1111-. -- -- -- ---- -- -- -- • Q. • , . : T . • •� : . -s - r-- A . __ Eq�` : R I AIN TO . • : , : . : : . .1111. 1111... _ 1111. . : ,1 _ 1 i :1111... : _�.. 1111_.... . . ... .... ................ « ..I..,_._.....111 ........At—.....-_-..------...,......._....__........_...__....:....../ _ _ _.............._..�....-.. 1111�._ _ - ` , H EQ I-?!C. _ _. .. 11 .11.._.. .._................_..._...._ ... Tc r''RTS ��, f�1C� _ ..._� 1111.. ._.__.. ..._.._......... .. _..... .. ._..._. �o _ _ _ I COLUM FOOTS _ 1 _ __......... 1111 1111 _ _ 1.-0!,..... 1111 1111 1111 .._....,_..... -11.11. ...........__....._ ... _ » Ar P - CC ERA Nr- - . _ ._� oc hor = �E •a . 1 I N, 1. " TSB_I A _ T^OT�I.IL + 1!`JG -� �E v IC E.. •� 1111... 1111.. .:_ .-,._ ,. .�. .•: iJ , , }- %r, �. frr Z' I rv.�, .1 - ,-r ii I 1 1�,__e- I u . ('!G i`IC;,_ir_ Jr!? , 1. If Jf��/If+.•,i II, l J Jr� - p • ,_.:.3._,__..:_.._._..___a--_.'__...._..'._._ ' 1111. .. .... .. a ... _. • • .___._..._._ _._...r ^_.«_- _.. ._. __- _-... 1111:. :._._.._. . . _ P 1111 y� -. _ 11 W -: .._ 1111_ 11.11 r.-_......,_.__._._.__._._- 1111_..._..__.,.__._..___._.:__....._ _ __..__........_.._......_.._.,._...._......_..__ _......_.__..__ ... __._.....__..._.. 1111. _ .. _ 1111.__._ -vt • i s - - S=-- �., _� iivSi�rlivG Ti-E +.c JrRty �IVG t�ESi�i_ I . u> • �. .=Uo to. , � w D ._ 11:11.._._..__.._. , : , , { i i { 'a s �� _ - - - -. , # _.__�.__...- •,-•--.- ......._--......... ____1 . ._..._.._____,.._....___... ._-- _...... , : ( i i i + •�. - II uJi Z� lJ/•JV 2. • V : . •'+' T'- r ...-:- ._._._•__«1111.-_.____...___..._._..«..__.._._-,.._.._.....__ 1111...: ...-......._._...._.._ .. .1111 1111. .-. 11.11 ._ f 1 / • \ 1111---.._..__..__. . 1111._. ___._.._ _�:._ _ ... 11.11__---1111____ 11.11 1111.`„ A - - r113}fit] �r ode i� - - . I - �� . 1 I I : ti i 4 60 EVEN Y C z_ J ': � „ _ v* .. F ••aA �•. I ( L SPA .ED �� i 1 - 1 �,at) Sheol? 2 :............__.,..._.._...._:...._____._... .._._...._........... .. :... _ _ - -- :lap E� i 1 . + ._._ _..._....,...._1111..__......... ._.._._._._.... .......... ........_.. . �.. # - - - - - - \ \`, i r O o 1 . - _ . ,. �....... .t...__....:........ 11 1.. _. _;..11..11 .._ _ .. _ . . ._ . .. ... -. 1 rr, ;.. i I . : : �. . : i : I w: i '� ., 1111. .„1111 -..�.._ ., .. 1111... .„ 1111. .:,..�. 1111 ... 1111. . . 1111 �- :_._._...._ ,..........., f P) 7 \ _._._}...._......._.__..„......._.._.. 11-- �. 1 1 \ 1 \ C: 1 \ - _� I __...... .1111_«__._.� ...�_ _._..._.._..__. _.........._...._..._.. (, . . - : 1111. ..._...._�.._..__.._......__._........_...__ T................__ _._..._.._ -._..........___._..:._._........_. 1111. o : _......_.... r - . s� w ,oi.cm ct +vcu r,;n. -rcm ccttcm r-•----� . . . : I . : ; � ;: ,:ac DETAILS ... .1111.... 1111 1�RONT VI ' ' _ - . -- - . - n rrntc .err^rrar�r ;rn1 ...:-.,-...._--_r.._..-_____._:-1111.--.-;_--._ ._....._..:..._...._.:......_.. .. 111,1. ... �a P _) �i.. »� i i Ira 1111 _ . : _«..........._.._1.111.. _ _ - - �__. _ �. # 1 t :- - -- yii+' .or„•M• +^• •-fl 'rnrwii^v''Yt i - r . : : ,' niin OUS 1 !;40 i : - : 1 : . , !/� 'C•a�; �• i ; I1 1/� t0�� d f�Of'q�v -c to �' n r' l i , ,.O __.. .._... . 11.11 - _ .. _ _.. t_ : A 1 4 .J U L .Et1s Co sir v ;or�zcnt1i _ o*,a+ " ._...�.�._......_-_.._....___..„..._.._..__...__»..„,..._....... - -r - -- -- -' ---- 1111 1111... 1111 1111 11.11 ; .31 - ^., ..­1....... 1111_... 1111.. _ 1111. I LACE.STE L BOTTOM OFl WALL :3 1 MIN. FROM BOTTOM { i r,T, Iii i�''.,1f i - ! - _ 1111_.;1.111.._ ..__......«.--_..:. -._...._._.... . . r rCS: Ctt4. ,1 i i \ � r`"� "� I _ 11.11._ ,1111 W T LAl I �n ~ 1111.. WHE V I t N OLDS ARE- 'RESCRI BED;: RAISE...80TTO M...............I+..--{.....__r..__..._s..._..._..;.__........r 1111... r i �';. �"v E R T �. �T R�P R.�., t r Joel ,� �tC1ii - Sheet Number EBARI T - 10 FROM BOTTOM 1 1111 t P. - r .._.... 11:1.1. . 1 . . . t lfn Kf� u ,. 7 ___.._.......„............:._..........:_.._._..:_...:..,,.._.......,_._....._.......,.�-.._.........._.._.._. ..._...._,._........._...._.._. ). ........:.___._._..... PHI W E I N E R T E T R P R I E S T l - Phil j9'e z 12 e r, P - 1 1111.__ 1111. .... ... . ._ .... .- .. .... _ .. 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