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r t. GARFIELD COUNTY BUILDING, SANITATION and PLANNING DEPARTMENT 109 8th. Street, Suite 303 Glenwood Springs, CO 81601(970) 945-8212 No. 7871 Job Address 0---)c--) k 71,j I PARBok__ZILE. Nature of Work Building Permit Use of Building. 7 f F 1��) l t��� •Le �iSI.)-rT�1 AL t�L' 57 �. Owner 1`� 111r1�C! /j}�L Contractor 5 5�� ()_";mos S Amount of Permits I (p Date \ 7( ( (SA Mt t5r4.. , SES Do 5o Fo, C rota le Gq = z 0?) ? 2,S a? S7,7 Gi.a t 9 7. ! 12-q „Of (8 � t 014-01' '' 14 Gtv«rc. Og-A liN.302s.. C/*.04 V N FuJ i 4-(0 9( qAAG G (3. F _1 45'Z zrk! s-7,00 144.71.. -14V el -9 86 GARFIELD COUNTY BUILDING PERMIT APPLICATION GARFIELD COUNTY (GLENWOOD SPRINGS). COLORADO TELEPHONE: (970) 9454212 PERMIT NO. -7S"--7 l INSPECTION UNE: (970) 3 84-5003 PARCEL/SCHEDULE NO. SOB ADDRESS: 0 O 50 I' ?JN -A - 8 I Q ) 1 p _ 1 e LOT NO. EAS BLACK NO. SUBDIVISIONIEXEMFTION Cj ,a 4-02-1A.--.AA' 11.own eci"At et e,. ADDRESS ki� ea "gbi*, % /441 wR lAA 3 °°�°R� Q��•.>r cp�sLr.cio ,u -c. ^°�° tic. GAT" ` e�,.aa.A. s1 ,i .►� , a �3 4 „� � 0 A 10 Q%Tem% S. ssmc.(V41109 AODiYe -"lank **ea ' gI b.�,. CO M S —, "C�: 161.391_ ' . 5 EQ. PE OP EDED440 56 ii L M. PT. « VS ;VI 3 �r f.�,`I NO. arcoace y 6 wsaRswDcr( A Af.e, `'CA W4...\ ''5�fat cl� /GIL11. ae-u1u/� ilLaIsa c 7�c 7 ' CJ Deeapawouc ZS416J. C� 9N.Q r at 8 awe. OP WORK $ W DADDMO N MALTEPATIOK MOVE ORENIOVE 9 DARMi caeriuE CARPORT: oeevara oDOpBL - 10 1De1VBWAYPROM morons rewAca DISPOSAL ( REPLAN //�,- (J(� 5 . , A YAWAtiOl7Oi MIRE: D�ASIraVALUA710N:r { V 3 ` V lJ i� 7 RiaAL COMMODE NOTICE A SEPARATE ELECTRICAL PERMIT IS REQUIRED AND MUST BE ISSUED BY THE STATE OF o LORADo. THIS PERMIT BECOMES NULL AND VOID IF WORK OR. CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 110 DAYS, OR IF CONSTRUCTION OR WORK L$ SUSPENDED OR ABANDONED FOR A PERIOD OF 110 DAYS AT ANY TIME AFTER WORK IS COMMENCED.el I HEREBY CERTIFY THAT I HAVE REM) AND EXAMINED THIS APPLICATION AND 1O1OW THE SAME TO BE TRUE AND CORRECT. AIL PROVISIONS OF LAWS GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITIL WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF TRUCTLON. PLAN CHECK FEE: of/ "( l r V 4.71 PERMIT FEB; p� W (e0 -1.2.s. TOTAL FEE: g DATE PERMIT ISSUED: q GOC: GROUP: CONST: TYPE: a- 4`N U -( v - tkI ZONING SETBACKS: Sipa6Ce of Oweer, Contractor or agent " • ewuoa tom) jauthorized �1�- , lipr (. .-( ,,.� V ! r'G�!Ir/1.Y. //�i// •I� %J,,; HO1 ISD$ NO. do FEE: PO fa - B�� ,,., A ,. IT..,,, •., ... ,... AC7r PEEM1sSION IS HEREBY GRANTED TO THE APPLICANT AS OWNER, CONTRACTOR ANDIOR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE BUBDINGDEPARTMENT. IN CONSIDERATION OF THE ISSUANCE OF THIS PERMIT, THE SIGNER HEREBY ACiRRES TO COMPLY WITH ALL BUADING CODES AND LAND USE REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORITY OMEN DT 30.21.201 CRS AS AMENDED. THE SIGNER FURTHER AGREES THAT IF THE ABOVE SAID ORDINANCES ARE NOT FULLY COITPLIED WITH IN THIS LOCATION, ERECTION, CONSTRUCTION AND USE OF THE ABOVE DESCRIBED STRUCTURE, THE PERMIT MAY THEN BE REVOLTED BY NOTICE FROM THE COUNTY AND THAT THEN AND7HERE IT SHALL BECOME NULL AND VOID. THE ISSUANCE OF A PERMIT BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHAH, NOT PREVENT THE BUIIDING OFFICIAL FROM TEREAFTERR REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS. SPECIFICATIONS AND OTHER DATA OR FRO PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN IN VIOLATION OP THIS CODE OR ANY OTHER ORDINANCE; OR REGULATION OF THIS JURISDICTION. THE REVIEW OF TH8 SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY RESPONSIBILTTIBS OR LIABILITIES BY (MEFIEID COUNTY FOR ERRORS. OMISSIONS OR DISCREPANCIES. THE RESPONSIBILITY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICALLY WITH THE ARCHITECT, DESIGNER. BUILDER AND OWNER COMMENTS ARE INTENDED TO BE CONSERVATIVE AND TN SUPPORT OF THE OWNERS INTEREST. Garformoo3 I HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE. UNITIALI X155 a� , Gtc6 ,AT„ ti I (51 b • The following items are required by Garfield County for a final inspection: 1. A final Electrical Inspection from the Colorado State Electrical Inspector; 2. Permanent address assigned by Garfield County Building Department posted where readily visible from access road; 3. A finished roof, a lockable house, complete exterior siding, exterior doors and windows installed, a complete kitchen with cabinets, a sink with hot & cold running water, non-absorbent kitchen floor coverings, counter tops and finished walls, ready for stove and refrigerator, all necessary plumbing; 4. A complete bathroom, with wash bowl, tub or shower, toilet stool, hot and cold running water, non-absorbent floors and walls finished and a privacy door; 5. All steps outside or inside over three (3) steps must have handrails, guard rails on balconies or decks over 30" high constructed to all 1994 UBC requirements; 6. Outside grading done to where water will detour away from the building; 7. Exceptions to the outside steps, decks and grading may be made upon the demonstration of extenuating circumstances, i.e. weather, but a Certificate of Occupancy will not be issued until all the required items are completed and a final inspection made. A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. * * * *CANNOT OCCUPY OR USE DWELLING UNTIL A CERTIFICATE OF OCCUPANCY (C.O.) IS ISSUED. OCCUPANCY OR USE OF DWELLING WITHOUT A C.O. WILL BE CONSIDERED AN ILLEGAL OCCUPANCY AND MAY BE GROUNDS FOR VACATION PREMISES UNTIL ABOVE CONDITIONS ARE MET. I understand and agree to abide by the above conditions for occupancy, use and the issuance of a Certificate of Occupancy for the dwelling under building permit # -7 ii Signature bpcont 1.c •bl Date • INSPECTIONTS ARD IS POSTED EAONTNE UIJkSS O 24 HOURS NOTICE REQUIRED FOR INSPECTIONS BUILDING PERMIT GARFIELD COUNTY, COLORADO Date Issued.. ....Zoned Area Permit No..... AGREEMENT In consideration of the issuance of this permit, the applicant hereby agrees to comply with all laws and regulations related to the zoning, location; construction and erection of the proposed structure for which this permit is granted, and further agrees that if the above said regulations are not fully complied with in the zoning, location, erection and construction of the above described structure, the permit may then be revoked by notice from the County Building Inspect r and IMMEDIATELY BECOME NULL AND VOID. Us.e Address or Legal Descripti Owngr Li Setbacks Front Side Side Rear This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection. THIS PERMIT IS NOT TRANSF Phone 384-5003 109 8th Street County Courthouse Glenwood Springs, Colorado. APPRoED DO NOT DESTROY THIS CARD Date D OU. SIDE - COVER WITH CLEAR PLASTIC INSPECTION RECORD Footing, _6 -4 a4, Foundation . . 01 ..A.s. Underground Plumbing Z- I3.. 01 ‘0, Insulation ,4 o .4. Rough Plumbing �.j �, �/ Drywall C .-21.....1 A �i, it, • '� e-1_, Chimney & Vent �-�� r Electric Final (by tate Ins lO a Gas Piping- j --of y Final jet ., Electric Rough (By State Inspector) 3p Septic Final Framing b —' — 0 ( C� (To includeRoof in place and -Windows Doors installed). A Notes: ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING - WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. THIS PERMIT IS NOT TRANSF Phone 384-5003 109 8th Street County Courthouse Glenwood Springs, Colorado. APPRoED DO NOT DESTROY THIS CARD Date D OU. SIDE - COVER WITH CLEAR PLASTIC MILLER RESIDENCE PROJECT MANUAL LOT E-25, ASPEN GLEN GARFIELD COUNTY, CO. PERMIT & CONSTRUCTION PACKAGE 1-3-01 INCLUDING: LOT SURVEY DRC APPROVAL LETTER SOILS REPORT ARCHITECTURAL OUTLINE SPECIFICATIONS lam! l tOltgl/•i Rsi— a► MA Apprise" ise" r.7r1 ZiaM 7 ALCOR All w!P Mt= SAI at= ND INIPSOVIIMP Apnea HOMESI TE E25 ON FOX PROWL IN RED BLUM" S '� $, i_PREffes9 SCIONIESERZTDON MEYER,INC Aspen Glen E25 Fri Jun 16 16: 46:13 1195 1 1 1 1 A 1 1 1 1 1 1 1 r Ascii GIZ► GOLY Com December 2R, 2000 Paul and Phyllis Miller 2777 South Elmira #7 Denver, CO 80231 RR: Aspen Glom Let E-25 Dear Mr. and Mrs. Milicr, Per the Design Review Committee Meeting on November 1,5, 2000 for the final review of your hotncsite, Lot E-25, your plans were approved conditional upon a site review of the final exterior stain selection. All fees have been paid and all other required materials have teem provided fur the Design Review Committee. Once a final walk through of your home has taken plan to determine if the completed work is In conformity with the approved plans, description and materials furnished for the C:ommittec's review, your Builder Bond Completion Deposit will bo returned. Please keep in mind that a copy of your approved plans aro on kept on file for periodic review by the Dcsign Review Committee to assure compliance with your approved plans. Any anticipated changes' from your appmvcd plans must be submitted to, reviewed by and receive approval from the Design Review Committee prior to making any changes. In addition, please note that curb stops must he Ictt at least 8 inches above grade upon dcvctopurnnt c:umplc ton The Committee looks Ibrward to your house being a new addition to the Aspen Glen Community. Thank you and feel free to contact me or any other member on the Design Review Committee with questions. Sincerely, Allemeet.;4-t: Jennifer (iuecini Administrator Cc: David Ritchie, David Ritchie 8t Assoc. Design Review Committee Agnew [Jump RuirriniuN CI T I : 9919 STrox Mammy $2 • Chico WgW.C, CoLURhix) 81623 • 970 96.3-I33 , - 1-NUO 27-1.4%V, Aspen (afro Gaff CC, nepany la an affiliate of Chth (.'arpw:arian of Anterlra and the Melrose Company 1 1 Hepworth-Pawlak Geotechnical, Inc. 5020 County Road 154 Glenwood Springs, Colorado 81601 Phone: 970-945-7988 Fax: 970-945-8454 hpgeo@hpgeotech.com SUBSOIL STUDY FOR FOUNDATION DESIGN PROPOSED RESIDENCE LOT E-25, ASPEN GLEN GARFIELD COUNTY, COLORADO JOB NO. 100 729 SEPTEMBER 25, 2000 PREPARED FOR: ASPEN GLEN GOLF COMPANY ATTN: JENNIFER GUCCINI 9929 HIGHWAY 82 CARBONDALE, COLORADO 81623 HEPWORTH - PAWLAK GEOTECHNICAL, INC. September 25, 2000 Aspen Glen Golf Company Attn: Jennifer Guccini 9929 Highway 82 Carbondale, Colorado 81623 Job No. 100 729 Subject: Report Transmittal, Subsoil Study for Foundation Design, Proposed Residence, Lot E-25, Aspen Glen, Garfield County, Colorado. Dear Ms.Guccini: As requested, we have conducted a subsoil study for the proposed residence at the subject site. Subsurface conditions encountered in the exploratory borings drilled in the proposed building area consist of about 1/2 foot of topsoil and nil to 31/2 feet of sandy silty clay overlying relatively dense silty sandy gravel with cobbles and boulders. Groundwater was not encountered in the borings at the time of drilling. The proposed residence can be founded on spread footings placed on the natural gravel subsoils and designed for an allowable bearing pressure of 3,000 psf. The report which follows describes our exploration, summarizes our findings, and presents our recommendations. It is important that we provide consultation during design, and field services during construction to review and monitor the implementation of the geotechnical recommendations. If you have any questions regarding this report, please contact us. Sincerely, HEPWORTH - PAWLAK GEOTECHNICAL, INC. Jordy Z. Adamson, Jr., P.E. Rev. by:: DEH JZA/lksw • TABLE OF CONTENTS PURPOSE AND SCOPE OF STUDY 1 PROPOSED CONSTRUCTION 1 SITE CONDITIONS 2 GEOLOGIC CONDITIONS 2 FIELD EXPLORATION 3 SUBSURFACE CONDITIONS 3 FOUNDATION BEARING CONDITIONS 4 DESIGN. RECOMMENDATIONS 4 FOUNDATIONS 4 FOUNDATION. AND RETAINING WALLS 5 FLOOR SLABS 7 UNDERDRAIN SYSTEM 7 SURFACE DRAINAGE 8 LIMITATIONS 8 FIGURE -x - LOCATION OF EXPLORATORY BORINGS FIGURE 2 - LOGS OF EXPLORATORY BORINGS FIGURE 3 - LEGEND AND NOTES FIGURE 4 - SWELL -CONSOLIDATION TEST RESULTS FIGURE 5 - GRADATION TEST RESULTS TABLE I- SUMMARY OF LABORATORY TEST RESULTS H -P GEOTECH PURPOSE AND SCOPE OF STUDY This report presents the results of a subsoil study for a proposed residence to be located on Lot E-25, Aspen Glen, Garfield County, Colorado. The project site is shown on Fig. 1. The purpose of the study was to develop recommendations for the foundation design. The study was conducted in accordance with our agreement for geotechnical engineering services to Aspen Glen Golf Company dated September 5, 2000. Chen -Northern, Inc., previously conducted a preliminary geotechnical engineering study for the development and another geotechnical study for the preliminary plat design under their Job No. 4 112 92, dated December 20, 1991 and May 28, 1993, respectively. A field exploration program consisting of exploratory borings was conducted to obtain information on subsurface conditions. Samples of the subsoils obtained during the field exploration were tested in the laboratory to determine their classification, compressibility or swell and "other engineering characteristics. The results of the field exploration and laboratory testing were analyzed to develop recommendations for foundation types, depths and allowable pressures for the proposed building foundation. This report summarizes the data obtained during this study and presents our conclusions, design recommendations and other geotechnical engineering considerations based on the proposed construction and the subsoil conditions encountered. PROPOSED CONSTRUCTION The proposed residence will be a two story wood frame structure over a basement level. The attached garage and basement floors will be slab -on -grade. Grading for the structure is assumed to be relatively minor with cut depths between about 3 to: 10 feet. We assume relatively light foundation loadings, typical of the proposed type of construction. H -P GEOTECH 2 If building loadings, location or grading plans change significantly from those described above, we should be notified to re-evaluate the recommendations contained in this report. SITE CONDITIONS . The site was vacant at the time of our field work. The ground surface is relatively flat. There is about 1 to 2 feet of elevation difference across the lot. Some shallow cuts and fills could be present on the lot from overlot grading as part of the subdivision development. Vegetation consists of grass and weeds. GEOLOGIC CONDITIONS Bedrock of the Pennsylvanian -age Eagle Valley Evaporite underlies the Aspen Glen development. These rocks are a sequence of gypsiferous shale, fine-grained sandstonelsiltstone and.limestone with some massive beds of gypsum. There is a possibility that massive, heavily bedded gypsum deposits associated with the Eagle Valley Evaporite underlie portions of the lot. Dissolution of the gypsum under certain conditions can cause sinkholes to develop and can produce areas of localized subsidence. .During previous work by Chen -Northern for the development, two broad subsidence areas and scattered sinkholes were observed throughout the development. The sinkholes appear similar to others associated with the Eagle Valley Evaporite in areas of the Roaring Fork Valley. Lot E-25 is located within one of the broad subsidence areas. A sinkhole was mapped by Chen -Northern about 200 feet to the south of Lot E-25. No evidence of cavities was encountered in the subsurface materials, however, the exploratory borings were relatively shallow, for foundation design only. Based on our present knowledge of the subsurface conditions at the site, it cannot be said for certain that gradual subsidence or sinkholes will not develop. The risk of ground subsidence on Lot E-25 W P GEOTECH 3 throughout the service life of the proposed residence is mapped as moderate and the owner should be made aware of the potential for ground movement. Chen - Northern provided design recommendations in their report dated May 28, 1993 to reduce the risk of distress in the event that subsidence should occur. FIELD EXPLORATION The field exploration for the project was conducted on September 7, 2000. Three exploratory borings were drilled at the locations shown on Fig. 1 to evaluate the subsurface conditions. The borings were advanced with 4 inch diameter continuous flight augers powered by.a truck -mounted Longyear BK-51HD drill rig. The borings were logged by a representative of Hepworth-Pawlak Geotechnical, Inc. Samples of the subsoils were taken with 1% inch and 2 inch I.D. spoon samplers. The samplers were driven into the subsoils at various depths with blows from a 140 pound hammer falling 30 inches. This test is similar to the standard penetration test described by ASTM Method D-1586. The penetration resistance values are an indication of the relative density or consistency of the subsoils. Depths at which the samples were taken and the penetration resistance values are shown on the Logs of Exploratory Borings, Fig. 2. The samples were returned to our laboratory for review by the project engineer and testing. SUBSURFACE. CONDITIONS Graphic logs of the subsurface conditions encountered at the site are shown on Fig. 2. The subsoils consist of about 1 foot of topsoil and nil to 31 feet of sandy silty clay overlying relatively dense, silty sandy gravel containing cobbles and boulders. Drilling in the dense gravel with auger equipment was difficult due to the cobbles and boulders and drilling refusal was encountered in the deposit. Laboratory testing performed on samples obtained from the borings included natural moisture content, density and gradation analyses. Results of swell -consolidation H -P GEOTECH testing performed on a relatively undisturbed drive sample of the clay, presented on Fig. 4, indicate low compressibility under existing moisture conditions and light loading and a low.expansion potential when wetted under a constant light surcharge. Results of gradation analyses performed on a small diameter drive sample (minus 1lh inch fraction) of the natural coarse granular soils are shown on Fig. 5. The laboratory testing is summarized in Table I. No free water was encountered in the borings at the time of drilling and the subsoils were slightly moist. FOUNDATION BEARING CONDITIONS The site lies within a surface depression area identified by Chen -Northern, inc. in their 1993 study. They recommended that building sites located within the broad surface depressions have heavily reinforced foundations to reduce the vulnerability of buildings to differential subsidence damage. Based on the Chen -Northern reports and the subsurface conditions encountered, the deformations, if they occur, should be relativelyminor and can be mitigated by a heavily reinforced foundation placed on the dense gravel below any topsoil or fine-grained soils. DESIGN RECOMMENDATIONS FOUNDATIONS Considering the subsoil conditions encountered in the exploratory borings and the nature ,of the proposed construction, we recommend the building be founded with spread footings bearing on the natural granular soils. The design and construction criteria presented below should be observed for a spread footing foundation system. 1) Footings placed on the undisturbed natural granular soils should be designed for an allowable soil bearing pressure of 3,000 psf. Based on experience, we expect settlement of footings designed and constructed as H -P GEOTECH 5 discussed in this section will be Iess than about 1 inch and essentially occur during construction. 2):The footings should have a minimum width of 16 inches for continuous walls and 2 feet for isolated pads. 3) Exterior footings and footings beneath unheated areas should be provided with adequate soil cover above their bearing elevation for frost protection. Placement of foundations at least 36 inches below exterior grade is typically used in this area. 4) Continuous foundation walls should be reinforced top and bottom to span local anomalies such as by assuming an unsupported length of at least 14 feet. Foundation walls acting as retaining structures should also be designed to resist lateral earth pressures as discussed in the "Foundation and Retaining Walls" section of this report. 5) ' The topsoil, clay and any loose or disturbed soils should be removed and the footing bearing level extended down to relatively dense natural granular -soils. The irregular bearing surface created by removal of cobbles and boulders can be fine graded with the on-site sand and gravel fraction. 6) A representative of the geotechnical engineer should observe all footing excavations prior to concrete placement to evaluate bearing conditions. FOUNDATION AND RETAINING WALLS Foundation walls and retaining structures which are laterally supported and can be expected to undergo only a slight amount of deflection should be designed for a lateral earth pressure computed on the basis of an equivalent fluid unit weight of 45 pcf for backfill consisting of the on-site granular soils. Cantilevered retaining structures which are separate from the residence and can be expected to deflect sufficiently to mobilize the full active earth pressure condition should be designed for a lateral earth pressure computed on the basis of an equivalent fluid unit weight of 35 pcf for backfill H -P GsoTECli 6 consisting of the on-site granular soils. The backfill should not contain vegetation, topsoil or oversized rock. All foundation and retaining structures should be designed for appropriate hydrostatic and surcharge pressures such as adjacent footings, traffic, construction materials and equipment. The pressures recommended above assume drained conditions behind the walls and a horizontal backfill surface. The buildup of water behind a wall or an upward sloping backfill surface will increase the lateral pressure imposed on a foundation wall or retaining structure. An underdrain should be provided to prevent hydrostatic pressure buildup behind walls. Backfill should be placed in uniform lifts and compacted to at least 90% of the maximum standard Proctor density at a moisture content near optimum Backfill in pavement and walkway areas should be compacted to at least 95% of the maximum standard Proctor density. Care should be taken not to overcompact the backfill or use •large equipment near the wall, since this could cause excessive lateral pressure on the wall. Some settlement of deep foundation wall backfill should be expected, even if the material is placed correctly, and could result in distress to facilities constructed on the backfill. The lateral resistance of foundation or retaining wall footings will be a combination of the sliding resistance of the footing on the foundation materials and passive earth pressure against the side of the footing. Resistance to sliding at the bottoms of the footings can be calculated based on a coefficient of friction of 0.50. Passive pressure of compacted backfill against the sides of the footings can be calculated using an equivalent fluid unit weight of 400 pcf. The coefficient of friction and passive pressure values recommended above assume ultimate soil strength. Suitable factors of safety should be included in the design to limit the strain which will occur at the ultimate strength, particularly in the case of passive resistance. Fill placed against the sides of the footings to resist lateral loads should be 'compacted to at least 95 % of the maximum standard Proctor density at a moisture content near optimum. H -P GEOTECH 7 FLOOR SLABS The natural on-site soils, exclusive of topsoil, are suitable to support lightly loaded slab -on -grade construction. To reduce the effects of some differential movement, floor slabs should be separated from .all bearing walls and columns with expansion joints which allow unrestrained vertical movement. Floor slab control joints should be used to reduce damage due to shrinkage cracking. The requirements for joint spacing and slab reinforcement should be established by the designer based on experience and the intended slab use. A minimum 4 inch layer of free -draining gravel should be placed beneath basement level slabs to facilitate drainage. This material should consist of minus 2 inch aggregate with at least 50% retained on the No. 4 sieve and less than 2% passing the No. 200 sieve. Alt fill materials for support of floor slabs should be compacted to at least 95 % of maximum standard Proctor density at a moisture content near optimum. Required fill can consist of the on-site gravels devoid of vegetation, topsoil and oversized rock. UNDERDRAIN SYSTEM .Although free water was not encountered during our exploration, it has been our experience in mountainous areas that local perched groundwater may develop during times of heavy precipitation or seasonal runoff. Frozen ground during spring runoff can create a perched condition. We recommend below -grade construction, such as retaining 'Walls and basement areas, be protected from wetting and hydrostatic pressure buildup 1 y an underdrain system. The drains should consist of drainpipe placed in the bottom of the wall backfill surrounded above the invert level with free -draining granular material. The drain should be:placed at each level of excavation and at least 1 foot below lowest adjacent finish grade and sloped at a minimum 1% to a suitable gravity outlet. Free -draining granular material used in the underdrain system should contain less than 2% passing the No. 200 sieve, less than 50% passing the No. 4 sieve and have a maximum size of 2 inches. 'The drain gravel backfill should be at least 11 feet deep. H -P GEOTECH 8 SURFACE DRAINAGE The following drainage precautions should be observed during construction and maintained at all times after the residence has been completed: 1) Inundation of the foundation excavations and underslab areas should be avoided during construction. 2) Exterior backfill should be adjusted to near optimum moisture and compacted to at least 95 % of the maximum standard Proctor density in pavement and slab areas and to at least 90 % of the maximum standard Proctor density in landscape areas. 3) The ground surface surrounding the exterior of the building should be sloped to drain away from the foundation in all directions. We recommend a minimum slope of 6 inches in the first 10 feet in unpaved areas and a minimum slope of 3 inches in the first 10 feet in paved areas. 4} Roof downspouts and drains should discharge well beyond the limits of all backfill. LIMITATIONS This study has been conducted in accordance with generally accepted geotechnical engineering principles and practices in this area at this time. We make no warranty either expressed or implied. The conclusions and recommendations submitted in this report are based upon the data obtained from the exploratory borings drilled at the locations indicated on Fig. 1, the proposed type of construction and our experience in the area. Our findings include interpolation and extrapolation of the subsurface conditions identified at the exploratory borings and variations in the subsurface conditions may not become evident until excavation is performed. If conditions encountered during construction appear different from those described in this report, we should be notified so that re-evaluation of the recommendations may be made. This report has been prepared for the exclusive use by our client for design purposes. We are not responsible for technical interpretations by others of our H -P GEOTECH 1 1 1 1 1 1 9 information. As the project evolves, we should provide continued consultation and field services during construction to review and monitor the implementation of our recommendations, and to verify that the recommendations have been appropriately interpreted. Significant design changes may require additional analysis or modifications to the recommendations presented herein. We recommend on-site observation of excavations and foundation bearing strata and testing of structural fill by a • representative of the geotechnical engineer. 1 Sincerely, HEPWORTH - PAWLAK GEOTECHNICAL, INC. 1 1 1 1 1 1 1 1 1 1 1 1 Jordy Z. Adamson, Jr., P.E. Reviewed by: Daniel E. Hardin, P.E. JZA/ksw • H -P GEOTECH 1 1 1 1 1 JOB NO. 100 729 1 I Li Z cn J J U a 2 I- N 1• w -- H O } cc W o Ya cCC m 1- Q u_ a o I H cc O I2 a- u W 1 1 1 1 1 1 SOIL OR BEDROCRTYPE j. Sandy Clay c 0 co 'fid N Silty Sandy Grave! - . i I i :-. i 1 : 1 .0. c.) z i .n x M 5 K to 1i z i 1 o NATURAL MOISTURE CONTENT . {%I 9.0 SAMPLE LOCATION ROAM DEPTH . {hetl co in 2'/z I APPROXIMATE SCALE 1"=30' LOT E26 100 729 FOX PROWL 1 r- BUILDING 1 SETBACK LINES - -5 itc 1 1 1 .1 1 1 1 MEN BENCH MARK: GROUND SURFACE AT NORTHWEST PROPERTY CORNER; ELEV. = 100.0', ASSUMED. LOT BOUNDARIES • BORING 2 LOT E25 • BORING 1 1 1 1 1 1 1 1 1 1 1 1 1 BORING 3 1 HEPWORTH - PAWLAK GEOTECHNICAL, INC. LOT E22 1 1 LOCATION OF EXPLORATORY BORINGS LOT E24 Fig. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 47,y w ,1111 100 95 90 85 BORING 1 ELEV. = 100' 14/12 16/12 Y 9.0 0D-102 -/8 W31 -20040 BORING 2 ELEV. = 99' 8/6,20/6 20/6 +4.-45 --200=24 BORING 3 ELEV. = 99' Note: Explanation of symbols is shown on Fig_ 3. 100 729 I HEPWORTH — PAWLAK GEOTECHNICAL, INC. LOGS OF EXPLORATORY BORINGS 100 .,...., 95 .�..^y 90�_ 85 Fig. 2 Elevation — Feet LEGEND: TOPSOIL; sandy clay, organics, firm, slightly moist, reddish brown. ' fel] CLAY (CL); silty, sandy, scattered gravel, stiff, slightly moist, red, slightly porous. r 1 GRAVEL (GM); silty, sandy, with cobbles and boulders, dense to very dense, slightly moist, Tight brown, subrounded rock. rRelatively undisturbed drive sample; 2—inch I.D. California liner sample. 1 II Drive sample; standard penetration test ( SPT ), 1 3/8—inch I.D. split spoon sample, ASTM D — 1586. Drive sample blow count; indicates that 14 blows of a 140—pound hammer falling 30 inches were 14/12 p required to drive the California or SPT sampler 12 inches. TProcticol drilling refusal. 1 1 1 1 1 1 1 1 NOTES: 1. Exploratory borings were drilled on September 7, 2000 with a 4—Inch diameter continuous flight power auger. 2. Locations of exploratory borings were measured approximately by pacing from features shown on the site pion provided. 3. Elevations of exploratory borings were measured by instrument level and refer to the Bench Mark shown on Fig. 1. 4. The exploratory boring locations and elevations should be considered accurate only to the degree implied by the method used. 5. The lines between materials shown on the exploratory boring Togs represent the approximate boundaries between material types and transitions may be gradual. 6. No free water was encountered in the borings at the time of drilling. Fluctuation In water level may occur with time. 7. Laboratory Testing Results: WC Water Content ( Y. ) DD = Dry Density ( pcf ) +4 a Percent retained on No. 4 sieve. —200 = Percent passing No. 200 sieve_ 100 729 HEPWORTH — PAWLAK GEOTECHNICAL, INC. LEGEND AND NOTES Fig. 3 Compression -- Expansion R l 0 1 2 3 Moisture Content = 9.0 percent Dry Density = 102 pcf Sample of. Sandy Clay Frorn:Boring 1 at 3 Feet 1 1 Expansion upon wetting i 0.1 1.0 10 APPLIED PRESSURE — ksf 100 100 729 HEPWORTH - PAWLAK SWELL -CONSOLIDATION TEST RESULTS GEOTECHNICAL, INC. Fig. 4 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 iREADINOS H10R01NE1$R ANALYSIS 24 Hit 7 INt 0 45 MIN. 13 MN. 00 MO1.10 IDL 4 MOL 1 M1i. 10 20 30 40 50 60 70 60 on 100 .001 1 0200 op I.S. STANDARD SONS PO Pa ns 02 SIEVE ANALYSIS 1 CLEAR S0UANE 1 5/6i/Yve 11/2' 3` di 6.10D 1 1 i 4 • 1 1 4 1 t 1 1 t J J s. .002 .005 .000 .012 .037 .074 .150 .300 .600 1.10 2.36 4.75 0.5115 12.0 37.5 DIAMETER OF PARTICLES IN MILLIMETERS 00 Bo 70 6o 50 70.2 152 203 127 CLAY 10 OLT 1 ONE 1 SNA HOARSE 1 ME. 6r COARSE 1 COBBLES GRAVEL 45 % LIQUID LIMIT SAND 31 X SILT AND CLAY 24 % PLASTICITY INDEX SAMPLE OF: Silty Sandy Gravel FROM: Baring 2 at 2.5 Feet 40 30 20 10 0 .;I:ielQ1117S.5:31a 100 729 HEPWORTH — PAWLAK GEOTECHNICAL. INC. GRADATION TEST RESULTS Fig. 5 JOB NO. 100 729 c Ca 4-4N U7 Silty Sandy Gravel N 07 rn N a 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ARCHITECTURAL OUTLINE SPECIFICATIONS INDEX Section Title Pace 01010 Scope 3 01020 Pricing 3 01400 Quality Control 3 01600 Submittals 3 01900 Substantial Completion & Final Acceptance 5 02110 Site Clearing & Grading 5 02200 Earthwork 5 02500 Paving & Surfacing 5 02710 Foundation Drainage 5 02715 Drywell 5 02720 Crawl Space Moisture Control 5 02740 Site Utilities 5 02760 Dampproofing 8 02900 Landscape 6 03300 Concrete 6 04270 Glass Block 6 04400 Stone 6 06100 Rough Carpentry 6 06200 Finish Carpentry 7 06600 Plastic Laminates 7 06650 Composite Solid Surface Countertops 7 07200 Insulation 7 07320 Concrete Roof Tiles 7 07460 Wood Siding 8 07600 Flashing & Sheet Metal 8 07900 Sealants and Caulking 8 08200 Doors 8 08600 Windows 8 08710 Finish Hardware 9 08800 Glass 9 09250 Gypsum Drywall 9 09300 Linoleum 9 09550 Wood Flooring 9 09600 Interior Stonework 9 09680 Carpeting 9 09900 Painting 10 10300 Prefabricated fireplaces 10 10800 Toilet & Bath Accessories 10 1 11450 Residential Appliances 10 12372 Cabinetry Division 15 — Mechanical Division 16 — Electrical ATTACHMENTS: Lot Survey by Schmueser Gordon Meyer Soils Report by HP Geotech 11 11 12 1pg 9pgs DIVISION 1 - General 01010 Scope General: The project consists of a new 2 story single family residence of approx. 5,047 gross s.f. (including basement and 2 car garage). Oocupancy type is R-3 and U-1 per the 1994 UBC. Construction type isV-N. The building is not equipped with fire sprinklers. The Work: The Work of this project is indicated in the Contract Documents, consisting of the General Notes, Drawings and the Project Manual. The General Notes and Drawings are induced on sheet A2.1 of the Drawings and include Architectural, Structural & Landscape series. All documents used for construction of this project shall bear the same issue tide, "Permit & Construction", as this Specification or a later date as part of an Architect's Supplemental instruction (ASI) or an approved Change Order. However, all changes and modifications to the terms and conditions of the original Contract Documents shall require the approval of the Owner before they may be incorporated into the Work. By Contractor Provide all materials, labor, equipment, etc. as required to construct Scope of work includes eracavation & site grading; driveway, utilities; foundations; building enclosure including all weatherproof details; windows and doors; cabinetry; plumbing; wiring; lighting; interior finishes; fixtures, etc. as shown and indicated. Also included in the Contractor's scope is the design and installation of new domestic hot water and in -slab radiant heating systems for entire house and design and installation of all new electrical service work (lighting design will be included in final documents) and installation of all lighting. Contractor shall provide shop drawings, samples and cost information as appropriate to Owner & Architect for all items where submittals are required by the Documents. By Owner: Soils reports, radon tests (if needed) and site survey information. Owner will install all plant materials for landscaping. Owner will provide all appliances and furnishings. Owner may also, by arrangement with the Contractor, reserve the right to directly purchase other items including: carpet, cabinets, countertops, tile and other items. Temporary Facilities: Contractor shall provide all necessary site utilities during construction including power, water, heat, restroom, field office & site phone. 01020 Pricing Prior to commencing the work, the Contractor shall provide a detailed project budget based upon current drawings and specifications. Include allowances for all items and finishes "to be selected later". Work shall not begin until budget is reviewed and approved by Owner. 01400 Quality Control All materials and workmanship shall meet or exceed the minimum of accepted industry standards, the requirements included herein or as required by the Owner. All work shall conform to the requirements of the 1994 edition of the Uniform Building Code and all other current applicable local codes and ordinances. All completed portions of the work shall be protected from damage by other trades or activities until project is completed. Damaged or unacceptable work shall be replaced at Contractor's expense. 01600 Submittals Submittals: Where requirements are noted on drawings or in this specification for submittal or shop drawings, such documents as needed to verify conformance of the specified item shall be submitted to the Architect for review. Submittals shall be required wherever items or materials proposed for use in this project which differ from specified items or materials, including items proposed under "or equal" provisions of this specification. See individual specification sections for additional detailed requirements of certain submittals. Submittal review 3 1 1 1 1 1 1 1 1 1 1 1 1 shall be complete prior to commencing that portion of the work. Allow ten days from date of submits! for each review. Coordinate items, which may take resubmittal well in advance. Response will be by Architect's stamp, with appropriate action noted. Submittal samples and documents shall be presented in a format and quantity of copies such that copies may be returned to the Contractor and Subcontractors as needed, one copy may be sent to the Owner, and one copy may be retained for the Architect's records. Certain submittal requirements may be altered or partially waived at Contractor's request if satisfactory evidence of specification compliance is demonstrated (for example, by using the named mfr's product) and other items may be added to the fist as the work proceeds. Required submittals include, but are not limited to the following: Spec. Divi 02760 Dampproofing 04400 Exterior stone veneer 06200 Finish Carpentry 06650 Composite Solid Surface Countertops 07200 Batt & rigid insulation 07320 Concrete Roof Tiles 07600 Flashing and Sheet Metal 079D0 Sealants & caulks (exposed) 08200 All doors 08600 Ali windows 08710 Hardware (doors & windows) 09250 Drywall finish texture 09550 Wood flooring 09600 Interior Stonework 09680 Carpet 09900 Paint 10300 Pre -fabricated Fireplaces 10800 Bath accessories 12372 Cabinetry 15000 HVAC 15000 Plumbing fixtures 4 Submittal Format Cut sheets Samples Samples, Shop drawings Samples, cut sheets Cut sheets Cut sheets, samples Copper samples, cut sheets Samples for color selection only Shop dwgs, samples Shop dwgs, samples Samples for selection & approval, cut sheets Samples for selection Samples, cut sheets Samples, cut sheets Samples, cut sheets Color samples, cut sheets Cut sheets Cut sheets, samples Shop drawings, samples System design calcs & layouts Cut sheets 16000 lighting furfures Cut sheets & samples 01900 Substantial Completion & Final Acceptance Substantial Completion: Substantial completion shall be the point in the course of construction at which the Occupancy Certificate may be issued by the Budding Department At the time of substantial completion the Architect and/or Owner shall prepare a "punch list" of outstanding items which must be completed by the Contractor before Final Acceptance and payment in full, including final clean-up. Final Clean-up: Contractor shall turn the project over to the owner in a fully cleaned condition, ready for immediate occupancy. Ali final cleaning of finishes shall be in accordance with the various manufacterer's and suppliers recommendations. Windows shall be cleaned inside and outside. Do not use metal blades to clean tempered glass. DIVISION 2 - Site Work 02110 Site Clearing & Grading Remove existing vegetation only to the extent required for excavation. Save excavated topsol for reuse on site. Provide min. 8" compacted gravel road base over compacted existing sub base where shown for driveway. Rework finish grade as required for landscaping and proper site drainage. Protect all areas not shown for regrading in their natural existing state. Protect all existing trees. 02200 Earthwork Excavate as required for utility lines, basement and foundations. Structural Engineer's assumed design soil bearing pressure and general condition of subgrade shall be verified in field at the time of excavation by the soils engineer prior to placing footings. Compact all backfill in maximum 8" lifts. 02500 Paving & Surfacing Driveway and exterior patios shall be 4" concrete slab on compacted road base as shown on plans. Merge driveway edge to existing road curb and adjacent property smoothly. Separate all exterior slabs from building with expansion material. Concrete colors and finishes to be selected by Owner. 02710 Foundation Drainage Install continuous perforated perimeter foundation drain at all footings. Run to dry well at 1/8" per ft. slope as shown on site plan. Provide green access cover et drywell for maintenance. Provide similar drainage system from window wells to drywell. 02716 Drywell Install perforated precast 3'-0" diameter concrete rings in sections at required depth. Minimum depth shall be 118' per foot fall with an additional lir from nearest comer of foundation drain. See plans for drywell location. Dryweli shall be set in screened rock and backfilled on the outside with screened rods. Top ring shall have green access cover for maintenence. 02720 Crawl Space Moisture Control Install a 6 mi. polyethylene or other approved vapor retarder vapor barrier on top of entire ground surface in the crawl space. Install crawl space operable louvered ventilation openings per UBC section 2317.7. See plans for size and location of louvered vent openings. Provide insect screens at all vents. 02740 Site Utilities Design and install connections from budding to existing natural gas line, water, sewer, electricity, telephone and cable TV in general arrangements as shown on site plan, including all required service accesses, clean -outs, panels, transformers, meters. etc. Comply with all applicable codes and regulations and verify each minimum required line cover below grade. Provide conduit for future utilities per Aspen Glen. General Contractor shall 5 be responsible for field verification of all existing utilities and appropriate coordination of the work between the Owner, the City of Aspen and the utilities. 02760 Dampprooflng Provide continuous dampproofing at all foundation walls from base of footing to top of concrete and as shown. Product shall be approved by foam form mfr as compatible with their materials. Submittal required. 02900 Landscaping REFER TO LANDSCAPE DRAWING L -t FOR LOCATION OF PLANT MATERIALS. IRRIGATION, SPECIFICATIONS AND DETAILS BY OTHERS. Plant materials are listed on L-1. DIVISION 3 - Concrete 03300 Concrete REFER TO STRUCTURAL DRAWINGS & SPECIFICATIONS, FOR COMPLETE REQUIREMENTS OF THIS SECTION. Driveway to be dyed. Color to be selected by Owner. DIVISION 4 — Masonry 04270 Glass Block Glass block shall comply with UBC section 2110. Glass block units shall be square hollow 7-314" X 7-3/4° X 3- 1l8°. Gass block pattern to be selected by Owner from samples. Install glass block with mortar per Contractor's detail. Acceptable manufacturers are PPG and IBP. 04400 Stone Exterior stone veneer and rubble caps to be moss multi colored rock with lichen. Provide angle iron stone ledger per plans. See section 06200 for alternate cap. Provide 3'0' x 3'0° mock up for review and approval. DIVISION 5 — Metals 05700 Ornamental Metal Chimney caps shall be arched metal units with spark arrestor mesh per plans. Shop drawing submittals required. Color to be selected by Owner. DIVISION 6 - Wood and Plastics 06100 Rough Carpentry Typical framing will include 2x6 & 2x4 wood studs at 16"o.c. with 1/2" exterior sheathing at exterior and bearing walls. 11-7/8" TJI (15 and 25 series) floor joists at 16" o.c. with Warmboard 1 3/3T solid core Comply subfioor nailed and glued to floor joists per code at heated areas w/ conventional 1° T&G plywood sheathing at unheated areas. Carpenters shall install Warmboard per the panel placement plan provided by Warmboard. Care shall be excersized to avoid tutting the tubing while nailing sills to the Warmboard if the tubing is installed prior to the sillplates. Cover tubing in high traffic areas or in Targe work areas with OSB panels as required. ti is recommended that installers watch the Warmboard installation video. Video available from Architect upon request. Warmboard sales rep: Chuck Hubbard, (303) 871-8496. 2x12 and 11-7/8" TJI (25 series) rafters at 16" o.c. with 5/8" exterior sheathing at roof areas. Exterior exposed log posts and beams shall be hand peeled Spruce #2. Composite wood installation shall be in accordance with N.E.S. Report no. NER-508. Refer to construction detals in both the Architectural and Structural series drawings. Provide all fire blocking and draft stops as required by codes, whether or not shown on drawings. Provide structural support blocking for all handrails, towel bars, built-ins, cabinetry, etc. REFER TO STRUCTURAL DRAWINGS & SPECIFICATIONS, BY OTHERS, FOR COMPLETE REQUIREMENTS OF THIS SECTION. 06200 Finish Carpentry Install built-in shelves, benches and cubbies as shown on plans. Wood shall be Hickory with clear finish. 6 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Interior window sills will be maple, hickory or equal per Contractors detail (sum. to Walt's spec house at 810 Lakeside. River Valley Ranch). Interior doors will have maple or hickory jambs & heads per Contractor's details. Prone to be selected by owner from samples. Wall caps will be maple or hickory. Profile e as selected by Owner from samples. Wood baseboard will be maple or hickory. Fireplace mantel shall be hand hewn Spruce, stained to darkest tone of wood floor. Kitchen and Bath cabinets shall be custom standard overlay, hickory plank (sim. to residence at 810 Lackside, River Valley Ranch). Alternate cap at exterior stone veneer: Stained 4x8 redwood or cedar, mitered comers, slope top for drainage. Stain to match logs. Samples of all materials and finishes shall be submitted for Owner approval. 06650 Composite Solid Surface Countertops Countertops at Kitchen and Baths will be solid surface "Ccrian" (composite material of natural minerals and acrylic polymer) as manufactured by DuPont Thickness will be W. Backsplash/wall will be W thick Corian to match countertops, continuous from top of counter to underside of upper cabinets and from top of stainless steel cooktop backsplash to hood. Baths to have 4" high (verify w/ owner) backsplash. Color: Sahara (F). Height of all counters: 36 inches. Bull nose: 34 inch (typ.) Approx. weight = 4A lbs per square foot. Install in a workman like manner, in accordance with mfr's instructions. DIVISION 7 - Thermal and Moisture Protection 07200 Insulation Install all insulation products In strict accordance with mfr's written instructions and in compliance with applicable Codes. Insulation shall be installed as follows: Foundation walls: 2" rigid insulation at exterior of foundation walls as shown. Exterior stud walls: R-19 batt, continuous at 2x6 studs plus 1" rigid on exterior of sheathing as shown. Roof: R-38 batts between rafters as shown. Upper level floor joists: Minimum 5-112" unfaced sound batt at all floorlceiling systems. Interior walls: Minimum 3-112" unfaced sound batt at all walls. Other insulation as shown or required. 07320 Concrete Roof Tiles Install concrete roof tiles as manufactured by Eagle Roofing Products, Rialto, CA. Color shall be medium brownlgray blend. Blend: Coastal -HP 8706. Verify blend w) Owner. Installation shall meet or exceed the standards of UBC table 15-B-1. Provide continuous 30# roofing felt under all tiles per mfrs recommendations, except at valleys, eaves, rakes, hips & ridges, where waterproof membrane, Grace "Ice & Water Shield" or equal shall be installed as shown per mfr's recommendations. At slopes 3" up to 4" apply Grace "Ice & Water Shield'. Submittal required 07460 Wood Siding 7 drawings. Install 112" x 5-1/2" Rat joint oedar soffits as shown. Siding will be stained. See section 09900 for finishes. 07600 Flashing and Sheet Metal Flashing: Concealed flashing shall be flex bie bituminous type or galvanized sheets, min. 26 ga. All exposed flashing shall be min. 16 oz. standard sheet copper. Copper sheeting shall complywtth ASTM 8370. Provide copper valley flashing as required (to min. reach side of center of valley), eaves and rakes. Provide copper flashing at tops of foundation walls, door and window openings, at all roof penetrations and as shown and as required to maintain weathertightness. Gutters and Downspouts: install 24 oz. min. copper gutters and downspouts at locations noted on Drawings. Provide 4" diameter downspouts at locations shown on plans. Owner to select gutter profile. Provide min. 1/8" per ft. gutter slope in directions as shown. Coordinate sultabily of fasteners with adjoining materials. Direct water discharge away from building to splash blocks. Coordinate with electrical for heat tape system as required by orientation and exposure. Provide heat tape at all downspouts and at gutters in shade. Heat tape installation to be coordinated with Electrical. Submittals required. 07900 Sealants and Caulking Provide joint sealants, filers and related materials as appropriate to guarantee weather tight seals with full regard to compatibility with adjoining materials and each service exposure encountered. Follow all manufacturer's instructions for proper use. Owner must approve colors of all exposed sealants. DIVISION 8 - Doors and Windows 08200 Doors General: Refer to door schedule on Drawing A8.1. All tire rated doors and frames shall bear labels confirming their ratings. Submittals required for all doors of this section. Exterior Wood Doors: Flush panel stain grade. Wood species, grain and grade to be selected by Owner from samples Sliding Patio Doors: "Hurd" clad, stain grade, 1" insol 8 glass system w/ insol edge, color hunter green. Interior wood doors: Flush panel stain grade. Wood species, grain and grade to be selected by Owner from samples Garage door: One 8'0" x 18'0' overhead sectional type with paneled wood veneer as mfr by Advanced Door Co., Basalt, CO., as shown, or equal. Door shall be fully weather-stripped and have a min. R -value of 4.0. Provide locksets, remote controls and motor operators with integral garage tights and all code -required safety features. Wood panels shall be stained by painting contractor to match Rough Carpentry exposed wood surfaces. Shop drawings required. 08600 Windows New operable windows to be `Hurd" clad, stain grade, w/ Ws heat mirror 88 glass and insol edge. Fixed trapezoidal windows shall be 'Hurd' clad, stain grade, 1" insol 8 glass system w/ insol edge. Rough opening sizes as shown, color will be hunter green. Maximum unit U -value is 0.39 for each unit. Windows shall bear NFRC labels verifying energy performance ratings. Obscure glass where shown on plans. Shop dwgs required. 08710 Finish Hardware Provide door hardware allowance of $100 per door. Hardware for doors to be selected later from Stanley, 8 Schlege, Yale or equal unless otherwise specified by Owner. Hardware shall match finish at Watt's spec house at 810 Lakeside, River Valley Ranch. Hinges finish shall match Iatch/locicsets. Hardware for windows to be selected from mfr's standards. Front Door shall be special knob (to be specified). Back garage door to be Simplex combination lock & doorknob. 08800 Glass Exterior doors and windows shall be clear insulated glass. See section 08200 and 08600 for additionalglazing information. Thermal performance of glazing shall meet the requirements contained in section 08200. Install fully tempered glass at all doors and at windows where shown and where required by code. DIVISION 9 - Finishes 09250 Gypsum Drywall A11 new interior walls to be 5/8" gypsum board, ceilings to be 34' gypsum wallboard. Use type "X" at rated fire walls (inside of garage and room below stairs). Use wet area rated wallboard, 'greenboard" or equal at aII filed surfaces. Use moisture resistant backer board, "Wonderboard' or equal at all tub & shower enclosures. AU tape, joint compounds, fasteners, etc. shall be as recommended by the gypsum board mfr. Install 1" bullnose at outside edges. Interior doors and windows will have threeway 1" bullnose returns. Light knock -down texture as selected by Owner throughout, suitable for painting at all areas unless noted otherwise. 09300 Linoleum Floor tile shall be continuous real linoleum as mfr by Forbo or equal, where noted on plans in colors to be selected by Owner from mfr's standards. 1/2" underlayment mil be installed between the radiant floor system (see Div. 15) and the linoleum. Care shall be taken in nailing the underlayment to the radiant floor system because the tubing is obscured to view. Adhesive and other related materials shall be checked for chemical stability at temperatures approaching 90 degrees. Follow mfr's recommendations for compatbiity with radiant floor heatingsystems. Acceptable products and manufacturers include: Armstrong World Industries. Forbo Industries. Any Owned approved equal. 09550 Wood Flooring Install wood flooring, Hickory plank in 3"-7" widths, as mfr by Rappgo or equal in Entry, Powder Room, Pantry, Kitchen and Great Room. Hickory planks will be directly nailed to the radiant floor heating system (see Div. 15). Species and grade will be selected to minimize shrinkage. Flooring shall be stored on site while structure is heated for at least two weeks prior to installation, allowing material to dimensionally stabilize. Follow all recommendations of mfr. for storing of material and attaching to radiant floor systems. Submit samples and finishes for Owners selection. 09600 interior Stonework Fireplace and hearth: Stone veneer to match exterior. Laundry Room Floor. tile to be specified. Basement Rec Room Floor. tile to be specified. Steam Shower and Baths: to be specified. 09680 Carpeting Install carpet and pad in Master Bedroom and Bath, Closet, Toilet, Upstairs -ail rooms, Basement -Bedroom and Bath. Carpet to be wool/rayon blend. Provide $35/yd allowance for installed carpet to be selected by Owner. Install carpet over radiant floor heating system. Carpet should take care at ends of tack strips to avoid nailing a clearly viable tube. Carpet pad should not be stapled down. In accordance with accepted radiant practice, W to 3/8" slab foam rubber pads is recommended. 9 09900 Painting Paint and coating products shall be water based, low odor, low VOC type or equal unless noted otherwise. Use recommended surface preparation and primers and follow all of mfr's written instructions. Colors will be selected by Owner from mfrs standards unless otherwise noted. At Gypsum Board and veneer plaster areas: Interior latex, eggshell finish (except semi -gloss finish at baths). At Interior Trim: Stain to match medium tone color of hickory floor. At Interior Wood Doors: Stain to match trim At Ederior Wood Siding: Pale/medium cherry stain In all locations. At Exterior Fascia and Trim: Cabot `Evergreen , # 0110 At Exterior log posts and beams: Oil based Tight brown stain. At Exterior wood doors: Light brown stain to match log posts. At alternate Stone Veneer wood cap: Stain to match logs Submit samples of all paint and stain finishes for approval prior to application. Protide two versions of slightly darker than pale cherry stain samples of exterior wood siding for Aspen Glen DRC review. DIVISION 10 — Specialties 10300 Prefabricated Fireplaces Living Room insert to be Heat and Glow SL-550TR, natural gas, top/rear direct vent type or equal with gas log kit. 10800 Toilet and Bath Accessories Provide allowance for bath accessories including bowel bars, soap dishes, tissue dispensers, robe hooks and minimum 36"x48" mirrors at each vanity, to be selected by Owner. Grab bars in showers and tubs: Franklin -brass DIVISION 11 - Eaubment 11450 Residential Appliances Kitchen shall include side by side type refrigerator/freezer with icemaker, net gas oven & gas range, microwave, dishwasher and garbage disposal as purchased by Owner. Laundry shall include electric washer and gas dryer. Appliances shall have no cfc's and energy efficient operating cycles as applicable. Colors and finishes as selected by Owner. Contractor will install appliances with Kitchen cabinetry. Appliance list as follows: Cook top: Thermador Pc s-484ggus. Grille Cover: Thermador-p6r-LL-cov. Griddle Cover: Thermador-p6r-ID-cov. Backsplash: Thermador-Prs-48-Ibu. Hood: Thermador-Ph-48-HQS. Hood Fan: Thermador-VTN-1000. Oven/Microwave: Thermador-SMW-272-Stainles steel w/ black handles Refrigerator: Sub -Zero -lower freezer drawer #650. Right hinge upper. Trim kit for wood. Dishwasher: Bosch-shi 6805uc-witrim kit. Disposal: Insinkerator-5-71A S.N. 64605031. In left sink. Washer: Maytag "Neptune" model Dryer: Maytag "Neptune" model 10 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 DIVISION 12 - Fumishinas 12372 Cabinetry Kitchen cabinets and Bath vanities shall be custom, standard overlay, premium hickory plank (sim. b residenoe at 810 Lackside, River Valley Ranch). Kitchen upper cabinets to be 3'6' tall with 4 adj. shelves. Provide spring drawer under sink lip same width as left drawer. Left side of Kitchen sink bank of drawers. Left dide of Kitchen sink bank of drawers descending: 5-112", 5-1f2', 5-1r and 10". No tray divider by oven wall, instead full length drawer w/ 2 lazy susan doors w/ right hinge 180 degrees to take unusable space. West cabinets: tray divider 1'0' wde making adjacent pull out drawers smaller. Hickory finish to be clear, hand rubbed. Counter tops as specified elsewhere. Cabinets shall be custom built by same cabinet maker that built cabinets at above referenced address. Wood species, grades and cabinet style shall match that at above referenced address. Field pre -measurement and shop drawings required from suppliers and/or installer. Contractor to install owner furnished kitchen appliances along with cabinets. DIVISION 15 - Mechanical General: All work shall be performed by qualified personnel and shall conform with requirements of current editions of U.M.C., U.P.C. and all local codes. Generally, Contractor shall provide all materials, items and labor to design and install complete and fully operational mechanical systems, including building HVAC, domestic hot water, plumbing and all related controls. All work is on a "designlbuild" basis by the Contractor unless specified otherwise. Scope includes design and installation of forced air heating & air conditioning system, hot water heater(s), and plumbing lines to all new figures. Layout of equipment to be installed in the lower level Mechanical Room shall be submitted prior to installation of any lines beim/ slab. Contractor shall provide all operating manuals, warrantees, etc. prior to final acceptance. Radiant Heat Floor system: Contractor shall install a complete radiant heat floor system. Floor system shall be Warmboard Radiant Heat Floor Systems. Warmboard sales rep.: Chuck Hubbard (303) 871-8496. A natural gas fired hydronic boiler system shall be used in conjunction with the Warmboard system throughout entire house, including new high efficiency components such as thermostats as manufactured by Honeywell, flues, valves, main feeds, manifolds, etc. Contractor shall size and install boiler as required by mfr and code. Other items such as floor coverings shall be factored in as well. Boiler shall have an energy efficiency rating of .85 or better. Tubing shall be ASTM standard 5/8'0.D (112' LD.) cross-linked polyethylene, 200 degrees Farenheit potable (PEX) tubing as manufactured by Wirsbo or equal. Tubing shall be installed as required by mfrs and codes. Install a 1/8" bead of non-paintable silicone into groove prior to tubing installation. Use template kit for on site custom grooving as required. See section 06100 for additional information on protecting tubing during construction. Install flues and combustion air louvers at mechanical room as required by mfrs and codes. Contractor hall have a trained Warmboard radiant system designer provide construction documents for installation. Contractor shall test and balance system. Contractor shall provdetheWarmboard designer With a CADD file available from architect showing location of walls. In addition, Contractor shallroVN de Warrn board ard design designer with areas of zoning per owner as well as direction and spacing of floor joists The fee is included as part of the cost of the Warmboard material. Detailed submittal of entire system (including heat loss design calcs) and pre -coordination of flue enclosure requirements with Architect is required. A coordination meeting with the Warmboard rep.and/or viewing of the installation video is recommended prior to installation of any Warmboard components. Shop drawing submittal required. Ventilation: Provide exhaust fans at Baths, Kitchen and Laundry as required. Verify location of all exposed elements of exhaust system with Architect prior to installation. Domestic hot water Size & install hot water heating & storage system with drip pan and minimum R-12 tank insulation. 11 i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Plumbing: Provide allowance for sizing and installation of lines and new futures, complete with hardware, domestic water feeds. drains, clean -outs and vents as required by code. Perform pressurization tests for all domestic water and radiant floor heating systems as required by mfr and code. Install constant temperature valves at master shower. Install self cleaning shower heads at all shower locations. Install in line whole house 'Clear Wave' water softening system as manufactured by Tela Scout, (800) 992-2966 per mfr instructions. Owner shall select lbdures unless otherwise specified. Make all connections to sewer main as required. Provide 3 e derior freeze protected hose bbs as shown. Yard irrigation water shale be drawn from irrigation ditch at back of lot. Details of irrigation system by others. Plumbing Fixtures: Powder Room Sink: Kohler -K -2130 -8 -Chardonnay -3 hole -pedestal sink Master Bath Tub: Infinity 6'0' white acrylic, w/o whirlpool. Bedroom # 2: 5'5' white acrylic (to be specified). Basement Tub: 5'0" white acrylic (to be specified). Master Bath Sink: Conan Sink -831 -AIS -cameo white. Master Bath and Upstairs Bath #1 Shower: Hand Wands on bars (to be specified) Bathroom sinks: Corian-Oval-820-AIS-cameo white (integrated with Conan Sahara countertop). Kitchen Sink: Corian integrated sink # 874 -17 -9116x19 -118x9, cameo white. Drain grooveson right side in countertop (Sahara corian). Instant Hot Water unit © Kitchen sink: Kenmore -42-06095. Laundry Room Sink: Corian w/ sink -13 -11116x16 -7116x9 -cameo white. Faucet © Kitchen Sink: Grohe Highneckwl blackhead D -83-m14459. Faucets © Bathrooms -Brush Chrome, same as faucets in Watt's spec house at 810 Lakeside in River Valley Ranch. Toilets: Kohler -San Raphael -white wI chrome (typ.all 4) Steam Unit: to be specified Natural gas: Provide feeds to all gas fired equipment as required, including cooktop, oven (if gas), dryer & furnace. Coordinate with utility as required for service connection and metering in location shown. DIVISION 16 - Electrical General: All work shall be performed by qualified personnel and shall conform with requirements of current editions of N.E.C. and all local codes. All work is on a„ design/build„ basis by the Contractor unless specified otherwise. Generally, Contractor shall provide all materials, items and labor to design and install complete and fully operational electrical systems, including building service, power to equipment and outlets, lighting and controls & smoke detectors. Service: Contractor shall size and install building service panels as needed. Locate breaker panel in Garage. Provide power to all equipment and duplex outlets as required by Owner & code. Verify all exposed device types and locations with Owner prior to installing wall board. Provide exterior soffit outlets for gutter melt system where gutters are shown on plans. 12 Lighting: Install lighting in fixture types and locations as shown on Drawings and as selected by Owner. Switches, dimmers and device plates to be as mfr by Lutron or equal. Owner will select specific fixtures and switching, with verification of adequate lighting levels by Contractor. Provide allowance at this time. Seal all fixtures located in roof framing tightly against excess moisture migration into ceiling/roof system. Install exterior lighting at entry and driveway by garage and all exterior doors as shown on Drawings. Max. Wattage of exterior lights shall be 75 watts. Exterior light sources shall be equipped with cut off shades to minimize glare from normal standing, sitting, and driving angles from adjacent neighboring property. Electrical device trim plates: Decora, color: amber. Smoke Detectors: Provide residential smoke detectors as required by local codes. TV & Phone & HiFi: Provide connections to jacks and outlets as shown and as requested by Owner. Coordinate with all utilities and service providers as needed. Heat Tape: see section 07600, Gutters and Downspouts. END OF DAVID RITCHIE & ASSOC., INC. ARCHITECTURAL OUTLINE SPECIFICATION MILLER 2034CD—January 3, 2001 13