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Home My WebLink AboutApplication- PermitProject Address Garfield County Building 8 Planning Department 108 8th Street Suite 401 Glenwood Springs, CO 81601 - Phone. (970)945-8212 Fax: (970)384-3470 Parcel No. Permit NO. BLRE-6-11-2099 Permit Type: Residential. Building Work Classification: New Permit Status; Active Issue Date: 7/13/2011 Expires: 01/0912012 Subdivision Section Township Range Surrey ST CARBONDALE, CO 81623- Owner Information LAndy Giradot 239336217009 Address ELDER AMENDED 9 Castle Pines DR Castle Rock CO 80104 Phone 303-688-6134 Cell Contractor(s) Phone Primary Contractor Koru (970)963-0577 Yes Proposed Construction 1 Details Single family dwelling with an attached garage. FEES DUE Fee Amount Plan Check Fee 51,253.82 Residential Building Fee $1,928.95 Total: $3,182.77 Valuation: $ 266,437.56 Total Sq Feet: 2007 FEES PAID Inv Total Paytype Amt Paid Amt Due Inv # BLRE-6-11-21197 5 3,182.77 Check # 7589 Check # 7560 $2,260.19 5922.58 $ 0.00 Required Inspections: For Inspections call: 1(888)868-5306 Inspection IVR See Permit Record J Building Department Copy Wednesday, July 13, 2011 2 103 e Street Suite 401, Glenwood Sprtrog4 CO 8I601 Ph. 970-945-8212 n07048,1.3440 Impaction Ltne.'888.368-3i06 .4.4t►.a�+eca �, --1-1A\614 (14&66 VITORIMARIEM CI:friii iitipl log 1 F... f :041,,... arxWvttas �r� .. •• �kc 9711.90-9134) Lot No Eiaalc345r.� S,l'hdJ B ; 2 lab Add Addrestg Wog addrrar 1tm not bear provfrk Cit HW Y or &wee Wee City) or and !egad desalpdm • / rriqI 2.4 f ST. � 414) FoiaJ 1 Gd.R3�,or�3t�,l�r. c *, SIO. ► r 3 )arr'a • 4i., Ar�1 SPQ.Ai. , 8 6 46E7 OW Ph: 943.os�7 AlP Alt IS • Coatractar: r S seycute trrt 3 ' MartufadeIIedhome Install= MailmgAddress:r Plc; Lie #; 6 tat row co w1 *ism). r ir Addr is , sAL'�' Ft> a? • 35 Mt Pi:: ..-- ALL g FAWN* -PU'fi ll, o' ' F '✓i C LC Sq. 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The Comas alum roan Re®dr = rat trams gamy ateiroriud wrote, including w 1b t walw.4Proeferitgamieejsuae Aaperogioroybemu e&(I)SotoFlethiolPe®it.(2)CountyISDSParch.(3)anoterp®Ltrequired8rrceceztheprupaegidentiBedatom GM& 1:84rerryfRowd Aa=oraSnow V Ball and vitt s0'the dem that also orad Sia Applk the sad thee Ile) other r dataarbmalted by roe a on my eamoleaoeu asst mels sod ostitis Wi•wed1ylir Mang D. of ora idea *mire Brr7drq Finait.1 rimes tegaltravit tatt typ8esl>Ie hud lnie.gdstkac 3sadbrakiak�rbore,amnotla pita the Dada* Decertmern to mut offieisl @ams N reqs dm ctattatiaa a/es era;a Isar, AppLiquina.1u.1aftre saargainak Koko in ttims Al the Derma. I got resyoa ray addleet d �• bm"lkL ACING • .oaOIL MAT IHAi-r•' . AND / . l4rc Aer46 : 3,::: iNAi 4RI• n • l 1 b 1• l 3 l t STARF USE ONLY Ce --4-5(1,0 r "669 Special Cardiac= Adjusted Valuation: Phut Cheek Fee: Permit Tree: 2 66 ei.;% 5 1253, 8 z 1915.95. 'Kees; Fees Paid: Haranee Due: 318 .77 .S3 260.14 ECoast Type: Setbsteltu '1OCC Oroupi gz,S.5/0' —rgG Tj Bibb DEIN ✓iat.r 7)°11 APPROVAL Minn home Fee: ASbc Fees: Mis 1Q Ewe Dale: -E U C,Ci Mhiritt & leaned Dant C OM 1`,4 Zol)uD � 7//// [2} OVAL DATE VALUATION FEE DETERMINATION Applicant Andy Giradot Subdivision Ranch @ Roaring Fork Address TBD Currey St. Carbondale Lot/Block Elder Amended Lot # 9 Date 7/11/2011 Contractor Korn, Ltd. FinishedfLivable Area): Main 2007 sq.ft Upper 1260 sq.ft Lower sq.ft Other sq.ft X $74.68 Total Square Feet 3267 sq.ft Total Valuation Basement: Unfinished Conversion of Unfinished to Finished Other Total Valuation Garage/Storage (wood framed) Conversion of garage to finished Iiving Carport Other Total Valuation Crawl Space Total Valuation sq.ft X $41.00 sq.ft X $33.68 sq.ft X 539 sq.ftX $18.00 sq.ft X $56.68 sq.ftX $12.00 sq.ft X sq.ft X $9.00 Decks/ Patios/Porches Covered 279 sq.ft X $24.00 Open 505 sq.ft X $12.00 Other sq.ft X Total Valuation Type of Construction: Occupancy: Total Valuation Total Valuation Commercial sf X sf X sf X sf X sf X sf X 243,979.56 0.00 9,702.00 0.00 12,756.00 0.00 266,437.56 Building Plan Review Description of Work: Single family dwelling with an attached garage. Bin #: Location Address: CARBONDALE, CO .411111,1PM111`4%..._ • General Information Contacts Case Manager: David Bartholomew Pian Case Number: BLDG -6-I 1-6915 Parcel: 23 933 621.7009 Application Date: 06/30/2011 Owner: Andy Giradot Applicant: Andy Giradot Applicant Phone: 303-688-6134 Email: Building Engineered Foundation I Driveway Permit Surveyed Site Plan A)//i4 Septic Permit and Setbacks / Grade/Topography 30% / Attach Residential Pian Review List Minimum Application Questionnare Subdivision Plat Notes /AY/ Fire Department Review Valuation Determination/Fees Red Line PianslStampslSticker Attach Conditions Application Signed Plan Reviewer To Sign Application Parcel/Schedule No. N14 40# Snowload Letter - Manu. Homes Soils Report Planning/Zoning Property Line Setbacks 30ft Stream Setbacks Flood Plain Building height _Zoning Sign -off A)//et Road Impact Fees A14 HOA/DRC Approval Grade/Topography 40% Planning Issues Subdivision Plat General Comments: l GARFIELD COUNTY Building & Planning Department 108 8th Street, Suite 401 Glenwood Springs, Colorado 81601 Telephone: 970.945.8212 Facsimile: 970.384.3470 www.barfield-countv.com SINGLE FAMILY OR DUPLEX BUILDING PERMIT NOTE: In order to understand the scope of work intended and to expedite the issuance of a permit, it is important that complete information be provided. Please review this document to determine if you have adequate information to design your project and to facilitate a plan review. SINGLE FAMILY OR DUPLEX BUILDING PERMIT APPLICATION CHECKLIST This checklist is to be used with all single family dwelling construction. APPLICATION FORM: Please make sure the following information is provided on the application. • Parcel number obtained from the County Assessor's Office. • Job address (assigned physical address) • Legal Description: lot, block, filing, subdivision or tract, section, township and range. • Owners name, mailing address, phone, fax, or cell. • Contactors name, mailing address, phone, fax, or cell. • Architect/Engineer's name, mailing address, phone, fax or cell. • Building size, height, number of stories, lot size. • Use of building (residential) • Class of Work (new, addition, alteration, repair, demo, move, other) • Description of work. • Type of heating (natural gas, propane, electric, other). • Sewer system (Community or ISDS), also see other items below. • Garage (attached or detached). • Driveway permit (please see other items below) • Valuation (labor and materials) see attached worksheet, OTHER ITEMS: • If you anticipate obtaining a water -tap from the City of Rifle, please provide a letter indicating that the City will provide water service. (Required to submit building permit application). • ISDS requires a septic permit application to be submitted with the building permit application. • A separate electrical permit must be obtained from the State of Colorado Electrical Board. • Prior to submittal of a building permit, you are required to show proof of legal and adequate access to the site. This may include proof of right to use a private easement, County Road & Bridge permit, or Colorado Department of Highway permit, including a Notice to Proceed. The County Road & Bridge Department can be reached at 970-625-8601. • If you anticipate excavating or grading prior to issuance of a building permit, you will be required to obtain a separate grading permit. • If you belong to a Homeowners Association (HOA), it is your responsibility to obtain written approval, if required. • Provide copies of any Resolutions and/or Land Use Permits associated with this property. • Additional Dwelling Units may require Administrative Review. • Minimum dwelling dimension is 20 ft wide x 20 feet long. • A Colorado State Licensed Electrician and Plumber must perform installation and hook-ups, unless the homeowner is performing the work. BUILDING PLANS: Two (2) sets of plans must be submitted. Plans must be 18"x24" minimum size, complete, identical, legible, and to scale. All plans will be checked at the counter for completeness. If any of the required information is missing, the building permit application cannot be accepted. SITE PLAN: Please make sure the following information is provided on the site plan. • Property address/legal description. • North Arrow and Scale on each page. • Show all property lines, building envelopes, flood plain, and easements. • Provide setback distances from boundaries, buildings, septic, well, and waterways. • Location and direction of the county or private road and driveway accessing the property. • Proposed and existing structures include sheds, barns, decks, patios, and any other buildings. • Existing and proposed grade, positive drainage around structure (to be contained on site). • Streams, rivers, creeks, springs, ponds and ditches. • Existing and proposed wells, septic tanks, leach fields, and other systems. (if applicable) • Retaining walls (engineer stamped detail required for walls over four (4) ft, measured from bottom of footing to top of wall). NOTE: Any site plan depicting the placement of any portion of the structure within fifty (50) feet of a property line or not within an established building envelope shall be prepared, stamped, and signed by a licensed surveyor. For structures to be built within a building envelope, provide a copy of the recorded subdivision final plat with the proposed structure located in the building envelope. ARCHITECTURAL PLANS: Please provide the following information on the architectural plans. • Minimum four (4) elevations (N,S,E,W) Indicate height of building measured from existing grade to the midpoint between the ridge and eave of a gable or shed roof or to the top of a flat roof. • Floor plans for each level including dimensions and scale noted. • Clearly label each room or space (bedroom, bath, kitchen, closet, etc). • Show the location of the mechanical equipment. • Building cross sections with construction details. • Window sizes, types, and operation noted on the floor plans or elevations. • Specify roof slope/pitch, roof covering, and siding materials. • Stair and guard details specifying rise, run, height and spacing. • Attic, roof, and crawlspace ventilation details. Indicate size and location of ventilation openings. • Minimum insulation shown for walls, floors, roofs/ceilings, slabs, basements and crawlspaces. • Provide stove and fireplace make, model, EPA or Colorado Phase II Certification. Masonry fireplaces shall be designed to the international Residential Code (IRC) requirements. STRUCTURAL PLANS: Please provide the following information on the structural plans. • Design specifications to include roof and deck snow load, wind and seismic design, frost depth. • Foundation plan showing complete footing and foundation dimensions. • Footing and foundation details specifying reinforcement and referenced on plans. • Framing plans for each floor level and roof. All beams, columns, joists, rafters, and trusses specified. Pre -manufactured structures require the engineers stamp, signature, and date. • Framing /connection details, braced wall lines, shear wall schedule, location and hold downs. FROM : FAX NO. : Jun. 29 2011 07:29PM P2 NOTE: if any required Information le missing, delays In issuing the permit are to be expected. If determined by the Bung Official that additional information is necessary to review the application and/or plans for compliance, the application. may be placed on hold untJI the required information is provided. Work may not proceed without the Issuance of a permit. The building department will collect a Plan Review fee at time of application submittal. The permit fee, es well as any Septic or Road Impact fees will be collected when the permit is issued. The permit application must be signed by the owner or by person having written authority from the owner to act as their representative. Buliding cannot be occupied until a Certificate of Occupancy (CO) is Issued. Using the balding without a CO will be conSideced an illegal occupancy and may be grounds for vacating the premises. (FfnaliCO Inspection requires will be attached to your approved field sot of plans.) 1 hereby acknowledge 1 have read, understand, and will abide by the requirements. of this checklist S of Owner Date Garfield County Building & Planning 108 Bs' Street, Suite 407 Glenwood Springs, CO 81601 Phone: 970-8412 Fax: 970-384-3470 www.gpr tekl.00untv4om Applicant: Job Address: Subd- Lot/block: FEE ESTIMATE FOR S/F STICK BUILT HOMES (ALL FEES ARE ESTIMATES UNTIL FINAL PLANS ARE REVIEWED) 47-(za, tv7 Lr7C-72- A E7J? 7) FINISHED LIVING SPACE: UNFINISHED BASEMENT: CRAWL SPACE: GARAGE: c2,00--7 sf X 74.68= 188 ),:—.1‘ sf X 41.00= sf X 9.00= 5-39 sf X 18.00= UNCOVERED PATIO/DECK COVERED PATIO/DECK: MISC: MISC: E3 sf X 12.00= 0283 sf X24.00= 7o.00 73 'O TOTAL VALUATION: (7 5 -77),76 THIS SECTION WILL BE DETERMEND BY GARFIELD COUNTY BUILDING & PLANNING PLAN REVIEW FEE: PERMIT FEE: TOTAL: SEPTIC= PERMIT: PERC: GLIZtech HEPWORTFI - PAWLAK GEOTECHNICAL August 6, 2011 1 1.itoliv.Ilnll.1l.Inc. 50'21 (.'..iiiitl' Rid 154 (iIrnwo....I St rill;., t 1601 rh.Inc: li♦a 11-141• la ±ti Fax: 910-945-t+45-1 email: hpgc.411pgcr+tech.com Koru, Ltd. Attn: Antony Cullwick 417 Main Street, Suite Y Carbondale, Colorado 81623 Job No. 108 323A Subject: Observation of Excavation, Proposed Residence, Lot 9, Ranch at Roaring Fork, Surrey Street, Garfield County, Colorado Dear Mr. Cullwick: As requested, a representative of 1-lepworth-Pawlak Geotechnical, Inc. observed the excavation at the subject site on August 3, 2011 to evaluate the soils exposed for foundation support. The findings of our observations and recommendations for the foundation design are presented in this report. The services were performed as additional services to our agreement for professional engineering services to Koru Ltd., dated June 12, 2008. We previously conducted a subsoil study for design of foundations at the site and presented our findings in a report dated January 22, 2009, Job No. 108 323A. At the time of our visit to the site, the foundation excavation had been cut in one level from 1 to 3 feet below the adjacent ground surface. The soils exposed in the bottom of the excavation consisted of medium dense, slightly clayey gravelly silty sand with rounded cobbles. The subgrade had been compacted with a vibratory double drum trench compactor and appeared to be firm. No free water was encountered in the excavation and the soils were slightly moist to moist. The soil conditions exposed in the excavation appeared to be somewhat finer -grained compared to those previously encountered on the site and spread footings designed for an allowable bearing pressure of 2,000 psf are recommended. In a phone conversation with Steve Millard of Rakowski -Millard, Steve stated that he would verify if there were any footings with bearing pressures higher than 2,000 psf. Other recommendations presented in our previous report which are applicable should also be observed. The recommendations submitted in this letter are based on our observation of the soils exposed within the foundation excavation and the previous limited subsurface exploration at the site. Variations in the subsurface conditions below the excavation could increase the risk of foundation movement. We should be advised of any variations encountered in the excavation conditions for possible changes to Nrker 303-841-7119 • Colorado Springs 719-63 3-5562 • Sirne 970468-1989 Koru, Ltd. August 6, 2011 Page 2 recommendations contained in this letter. Our services do not include determining the presence, prevention or possibility of mold or other biological contaminants (MOBC) developing in the future. If the client is concerned about MOBC, then a professional in this special field of practice should be consulted. If you have any questions or need further assistance, please call our office. Sincerely, HEPWORTH — PAWLAK GEOTCHNICAL, INC.. p6 144 °�. Daniel E. Hardin, P. E. P 2 443 1 p0 • Q f 4 F Aa •Q`'s, Reviewed by: SLP„zz%?'•• a ` M Q a oo , , 55ZemililicinritrY DEH/ljg cc: Rakowski -Millard — Attn: Steve Millard (steve.rms@qwestoffice.net) Job No, 108 323A Gec7#ech Gtech HEPWORTH-PAWLAK GEOTECHNICAL January 22, 2009 Koru, Ltd. Attn: Antony Cullwick 417 Main Street, Suite Y Carbondale, Colorado 81623 H4:pworth-I'atclak Geotechnical, Inc. 5020 County Road 154 Glenwood Springs, Colorado 81601 Phone: 970.945-7988 Fax 970-945,8454 enrail: hpgcu@hpgeotech.cum Job No.108 323A Subject: Subsoil Study for Foundation Design, Proposed Residence, Lot 9, Ranch at Roaring Fork, Surrey Street, Garfield County, Colorado. Dear Mr. Cullwick: As requested, Hepworth-Pawlak Geotechnical, Inc. performed a subsoil study for design of foundations at the subject site. The study was conducted in accordance with our agreement for geotechnical engineering services to Koru, Ltd. dated June 12, 2008. The data obtained and our recommendations based on the proposed construction and subsurface conditions encountered are presented in this report. Proposed Construction: The proposed residence will be a two story wood frame structure with an attached garage located in the building envelope shown on Figure 1. Ground floor will be slab -on -grade for the residence and garage. Cut depths are expected to range between about 3 to 5 feet. Foundation loadings for this type of construction are assumed to be relatively light and typical of the proposed type of construction. If building conditions or foundation loadings are significantly different from those described above, we should be notified to re-evaluate the recommendations presented in this report. Site Conditions: The site was vacant at the time of our field exploration, with 12 to 14 inches of snow cover. Blue Creek is located about 100 feet to the southwest of the building envelope. The ground surface on the site is relatively flat with a gentle slope down to the southwest. Vegetation consists of grass and weeds. There is marsh grass and willows to the southwest. Subsidence Potential: The Ranch at Roaring Fork is underlain by Pennsylvania Age Eagle Valley Evaporite bedrock. The evaporite contains gypsum deposits. Dissolution of the gypsum under certain conditions can cause sinkholes to develop and can produce Parker .303-841-7119 • Colorado Springs 719-633-5562 • Silverthorne 970-468-1989 -2 - areas of localized subsidence. Sinkholes were not observed in the immediate area of the subject Iot. The exploratory pits were relatively shallow, for foundation design only. Based on our present knowledge of the site, it cannot be said for certain that sinkholes will not develop. In our opinion, the risk of ground subsidence at Lot 9 is low and similar to other lots in the area but the owner should be aware of the potential for sinkhole development. Subsurface Conditions: The subsurface conditions at the site were evaluated by excavating two exploratory pits at the approximate locations shown on Figure 1. The logs of the pits are presented on Figure 2. The subsoils encountered, below about 1/2 foot of topsoil, consist of relatively dense, silty sandy gravel with cobbles and occasional boulders, overlying slightly silty sandy gravel with cobbles and occasional boulders to the pit depths of 8 to 9 feet. Results of gradation analyses performed on samples of the gravels (minus 5 and 6 inch fraction) obtained from the site are presented on Figure 3. No free water was observed in either Pit 1 or Pit 2 at the time of excavation but was thought to be probable in Pit 1 at a depth of 9 feet. The soils were slightly moist to wet in Pit 1. Foundation Recommendations: Considering the subsoil conditions encountered in the exploratory pits and the nature of the proposed construction, we recommend spread footings placed on the undisturbed natural gravel soil designed for an allowable soil bearing pressure of 3,000 psf for support of the proposed residence. Footings should be a minimum width of 16 inches for continuous walls and 2 feet for columns. Any existing fill, topsoil and loose disturbed soils encountered at the foundation bearing level within the excavation should be removed and the footing bearing level extended down to the undisturbed natural gravel soils. Voids created by the removal of large rock should be backfilled with compacted sand and gravel or with concrete. Exterior footings should be provided with adequate cover above their bearing elevations for frost protection. Placement of footings at least 36 inches below the exterior grade is typically used in this area. Continuous foundation walls should be reinforced top and bottom to span local anomalies such as by assuming an unsupported length of at least 10 feet. Foundation walls acting as retaining structures should be designed to resist a lateral earth pressure based on an equivalent fluid unit weight of at least 45 pcf for the on-site gravel soil, excluding oversized rock, as backfill. 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 Job No.108 323A -3 - 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 slabs - on -grade to facilitate drainage and as a leveling course. This material should consist of minus 2 inch aggregate with Less than 50% passing the No. 4 sieve and less than 2% passing the No. 200 sieve. All 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 ofthe on-site gravel soils devoid of vegetation, topsoil and oversized rock. 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% ofthe 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 pavement and walkway 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 express or implied. The conclusions and recommendations submitted in this report are based upon the data obtained from the exploratory pits excavated at the locations indicated on Figure 1 and to the depths shown on Figure 2, the proposed type of construction, and our experience in the area. Our services do not include determining the presence, prevention or possibility of mold or other biological contaminants (MOBC) developing in the future. If the client is concerned about MOBC, then a professional in this special field of practice should be consulted. Our findings include interpolation and extrapolation ofthe subsurface conditions identified at the exploratory pits 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 Job No.108 323A Gtech -4 - report, we should be notified at once so 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 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. If you have any questions or if we may be of further assistance, please let us know. Respectfully Submitted, HEPWORTH - PAWLAK GEOTECHNICAL, INC. Timothy R. Barrett Reviewed by: Steven L. Pawlak, P.E. TRB/vam attachments Figure 1 -- Location of Exploratory Pits Figure 2 — Logs of Exploratory Pits Figure 3 — Gradation Test Results Job No.I08 323A Gtech SURREY STREET 1 / \ / / Lot 10 1001 1000 APPROXIMATE SCALE 1°=25' 108 323A ` gtech HEPVi Ri1i-PA%Wt GEOTECHNICAL LOCATION OF EXPLORATORY PITS Figure 1 Depth - Feet IMMIMIN 0 5 10 LEGEND: PIT 1 ELEV.= 1001.2' PIT 2 ELEV.= 1002.4' ;ti_•` +4=71 044 -200=11 "e:41 - +4=76 :-- A - -200=3 � 4, Probable Groundwater Level at 9 Feet. TOPSOIL; clayey sand and gravel, organics, roots, firm, moist, dark brown. 0 5 10 GRAVEL (GM); silty, sandy, with cobbles and boulders, medium dense to dense, slightly moist to moist, brown, rounded rocks. GRAVEL (GP -GM); sandy, slightly silty, with cobbles and boulders, medium dense to dense, moist to wet at Pit 1, brown, rounded rocks. Disturbed bulk sample. NOTES: 1. Exploratory pits were excavated on January 14, 2009 with a Caterpillar 430D backhoe. 2. Locations of exploratory pits were measured approximately by pacing from features shown on the site plan provided. 3. Elevations of exploratory pits were measured by instrument level and refer to the Bench Mark shown on Figure 1. 4. The exploratory pit 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 pit logs represent the approximate boundaries between material types and transitions may be gradual. 6. No free water was encountered in the pits at the time of excavating. Fluctuation in water level may occur with time. 7. Laboratory Testing Results: +4 = Percent retained on the No. 4 sieve -200 = Percent passing No. 200 sieve 108 323A H Hepworth—Pawlak GeotechnIcal LOGS OF EXPLORATORY PITS Figure 2 laW4EittiMMF4-67, HYDROMETER ANALYSIS I TIME READINGS 5 Ha_ HR 4MIN. 60MIN19MIN.4 MIN. 1 MIN. #200 0 10 20 30 40 50 60 70 80 90 100 #100 #50 SIEVE ANALYSIS US. STANDARD SERIES 1 CLEAR SQUARE OPENINGS 8' 100 #30 #16 #8 #4 3/3" 3/4n 11/2' 3' 5'6' -1 C a .001 .002 .005 .889 .019 .037 .074 .150 360 663 7.18 2.38 DIAMETER OF PARTICLES IN MILOMETERS 05 10 20 30 40 50 60 70 80 90 CLAY TO SLY GRAVEL 71 % SAND FINE 1 MEDIUM IOQfASE 4.75 9.512.5 19.0 27.5 152 152 203 027 GW1 F9VE i COARSE cots SAND 18 % SILT AND CLAY 11 % LIQUID LIMIT % PLASTICITY INDEX % FROM: Pit 2 at 4 to 5 feet. SAMPLE OF: Silty, sandy gravel with cobbles. 98 00 70 so 50 40 20 20 10 HYDROMETER ANALYSIS SIEVE ANALYSIS LIRTIME READINGS U.S. STANDARD SERIES 1 CLEAR SQUARE OPENINGS UIN.16 MIN. 60MIN19MIN.4 MIN. 1 MIN. #200 #100 #50 #30 #16 #8 #4 3/8" 3/4° 1 1/2° 3" 5" 6" 8' 100 100 1 1 c 41, 90 ER NT PA IN 80 70 Z 60 60 H Z 40 LU 12 30 20 10 0 .001 .002 ,005 .009 .019 .037 .074 .150 .300 .600 1.18 2.36 4.75 9.512.519.0 37.5 76.2 12152 203 DIAMETER OF PARTICLES IN MILLIMETERS GUY TO 5117 SAND DRAWL FIVE I MEDIUM 1 CONASE FINE 1 COARSE GRAVEL 76 % LIQUID L1MIT % SAND 21 % SILT AND CLAY 3 % PLASTICITY INDEX % SAMPLE OF: Slightly silty, sandy gravel with cobbles. FROM: Pit 2 at 6 to 7 feet. 108 323A Hepworth—Pawlak Geoteehnlcd GRADATION TEST RESULTS Figure 3 06/14/12 To Garfield County Building Department; RE: Combustion air piping 0338 Surrey Street, Carbondale, CO The combustion air piping serving the forced air furnaces are both terminated into a functioning ventilated attic space above the bedroom adjacent to the mechanical room. Both two inch PVC pipes enter the attic space at a 45 degree angle, running with the trusses and terminate with a 45 degree fitting (facing down) 20 inches above the insulation. The piping configuration does comply with manufacturers recommended installation as well as local codes. Jerry Smith, Owner Grand Valley HVAC, LLC 970-261-0016 cell 970-245-4507 fax grandval IevhvacPu.com Jim Wilson From: Andy Schwaller Sent: Friday, June 15, 2012 8:34 AM To: Jim Wilson; Matt Provost Cc: David Bartholomew Subject: FW: Girardot Furnace combustion air supply Attachments: Letter from Grand Valley HVAC to Garfield County 6.15.12.docx Here is the letter from the HVAC installer for the file. It sounds like everything was done correctly. From: Mike Chmura [mailto:mike@korultd.com] Sent: Friday, June 15, 2012 7:39 AM To: Andy Schwaller Subject: Girardot Furnace combustion air supply Hey Andy Attached is the letter from our HVAC subcontractor regarding installation of combustion air supply for furnaces at 0338 Surrey St, Carbondale. Thanks Mike koru Or . H rtricx y MIKE CHMURA Cell: 970.618.2383 Email: mike@korultd,com Phone: 970.963.0577 Fax: 970.963.9389 KORU LIMITED 417 Main Street • Suite Y Carbondale • Colorado 81623 • US http://www.korultd.com Redefining the building experience 1 Account Page 1 of 1 Account: R112011 Location Owner Information Assessment History Parcel Number 2393-362-17-009 Situs Address City Carbondale ZipCode 81623 Tax Area 011 - IR -MF -011 Legal Summary Section: 36 Township: 7 Range: 88 Subdivision: ELDER AMENDED Lot: 9 Transfers Sale Price Tax History Tax Year * Estimated Owner Name GIRADOT, R ANDREW JR & JUDY H Owner Address 9 CASTLE PINES DRIVE N CASTLE ROCK; CO 80104-9008 Actual (2011) Primary Taxable Tax Area: 011 $200,000 $58.000 Mill Levy: 56.9860 Type Actual Assessed Acres SQFT Units Land $200,000 558,000 0.000 10062.000 0.000 Sale Date Doc Type Book Page 06/16/1995 Deeds 13: 0944 P: 0182 01/01/1900 Deeds B: 0937 P: 0325 01/01/1900 Deeds B: 0937 P: 0312 01/01/1900 Deeds B:0937 P:0308 Images • GIS Taxes *2011 $3,305.20 2010 $4,957.80 fr14--e_,401.0 *14.* https:I/act.garfield-county.com/assessor/taxweb/account jsp?accountNum=R112011 6/30/2011 Card Gr-fei•i County Building and Planning Department 108 81n Street, Suite 401 Glenwood Springs, CO 81601 Phone. (970)94.5-8212 Fax (970)384-3474 I t. POST ON SITE Permit AID, B LRE 6- i 1-2099 Permit Type: Residential Building Work Classification: New Issue Date: 7/13/2011 a912o1 2 Expires. AGREEMENT In ccnsideration of the issuance of the permit, the applicant hereby agrees to comply with all laws and regulations related to the zoning, location; construction and erection of the proposed structured for which this permit is grant d, and further agrees that if the above said regulations are not fully complied with in the zoning, location, erection and cdristruction of the above described structure, the pE.rmit may then be revoked by notice from the County Building department and IMMEDIATELY BECOME NULL AND VOID. i Contract')r(Z Koro Residential Building Parcel #:239336217009 Owner's Name: Andy airado•, Job Address: Surro'y ST CARBONDAL E CO 61623• Phone Owner's Phone: 303-688-6134 i otal Square Fnry�: 2007 .xatrs1741 .��,..*Yz..exs ,sicca ar�-.1 w..s alpx.c. nNotkircs n.n.nazarvinirrrarnwnassul., Primary Contractor (70)963-0577 'T's \Fork Description! Single family dwelling with an attached garage. inspettiun Scheduling Code Inspeq/on — lilF:� - —== — Footers ii (f /'C 1116 Comments Pass —Date -7 5i -m, /,,% "ri coon s ,Er--agA�})c /t S atr feyf ‘6.--1 _ ,T Founda:iun IYa1s 110 115.. _117_ : 'l' 135 -_ _�Da1C Fremin�� l< Y" /1 .C/ --- Drywall Final Ze -6"--ZZ Mise Insulation �— tso<�0GC/•v 176 ;� `, •%� Grout Mechanical 05 f Aly' UG Plumbing CIi Rough Plumbing 610 : 494 /.-4/ Gas I-520, 19 . oAcA �,I o 1 !3f( - „ d ,17/7—v ADDITIONAL INSPECTIONS MAY BE REQUIRED POST THIS IN CONSPICUOUS PLACE WHEN CONSTRUCTION IS STARTED �! Far Inspections Call' 1.8136- 8-5306 . lir �� 4/A/Pvre -:ee-e'oAb' 63' • 6:3-- Permit Card Ga'f,ei1 County Building and Planning Department 108 8th Street, Suite 401 Glenwood Springs, CO 81601 Phone: (970)945-8212 Fax: (970)384-3470 "4 POST ON SITE PermitNO. BLRE 6 I 1 —2099 Issue Date: 7113/2011 -I— Permit Type: Residential Building Work Classification: New 11.111 'alatWeiRitaiREEMCF Expires:` - 09)2012 AGREEMENT in consideration of the issuance of the permit, the applicant hereby agrees to comply with all laws and regulations related to the zoning, location; construction and erection of the proposed structured for which this permit is granted, and further agrees tha; if the above said regulation: are not fully complied with in the zoning, location, erection and cdnstruction of the above described structure, the permit may then be revoked by notice from the County Building department and IMMEDIATELY BECOME NULL AND VOID. Residential Rifilding Parcel #:239336217009 Owner's Name: Andy (3iradot Job Address: SuITV'p ST CARt30NDALE 00 81523 - Owner's Phone: 303-688-3134 Total Square felt: 2707 Z94VICSLOPt.WW yRUriMMUlwxirAl 15181I}IATSAFLAWAiiaedISME:A1li21V9UfIOCA6-4,41x WIM,- 4a[v?'*=iyLNuy +7.1N9 44,Wxrq:IAAF!{ petworim7V ogre xagaf Contractnr(s) Phone Primary Contractor Vaork Description : Single family dwelling with {Coro 070)963-0577 ,'~.s an attached garage. Inspection Inspection Schedul'ng Code Comments Footers i s t C17 -/V. S Foundation Walls I 413 r0 .13 Framing Drywall Final Misc Insulation Grout e ► Mechanical LIG Plumbing Rough Plumbing Gas 120 Cl_lSlr.L_ —greri c fl i25 e--1 t(3" OTA1411,1-061 zt /2 --/Y-(/ Pc"-, ADDITIONAL. INSPECTIONS MAY BE REQUIRED POST THIS IN CONSPICUOUS PLACE WHEN CONSTRUCTION IS STARTED Pass P 17 Wee 7-i! i 7!r'2-- /a -A/4 Foil Inspections Call. 1-888- 68-5306 6"/moi/lL- I • QC) a A, T -e' DOOR TYPES: .� EE ER w -o 1. CUSTOM ENTRY DOOR 2. CUSTOM GARAGE MAN DOOR 3'-2" 3. INSULATED GARAGE DOOR IN/ AUTO -OPENER 4 KEY PAD CONTROLS. 4. EXTERIOR 7'-8" x 8'-O" FRENCH DOOR WITH GLAD FRAME. 5. EXTERIOR 12'-8" x G 1-0'1 FOLDING (NANA WALL TYPE) DOOR WITH GLAD FRAME. 6 . INTERIOR SOL D WOOD DOOR DOOR NOTES: 1. ALL INTERIOR DOOR HARDWARE BY OWNER. 2. ALL LOCKING DOORS TO HAVE MORTISE LOGKSETS. 3. ALL DOORS TO SE INSTALLED AS PER MANUF. SPECS. 4. ALL GLAZED DOORS TO HAVE TEMPERED GLASS. 5. ALL EXTERIOR HARDWARE TO BE SELECTED PRIOR TO ODERING. 6 . ALL R.O.'s FOR INT. DOORS TO BE 2 " HOR. 4 1/2 i6 VERT. FOR GAS I NG. NOTIFY ARCHITECT OF ANY D I SCREF'ANG I ES. 7. ALL INT. DOORS TO HAVE MIN 4" ROUGH JAMB EAGH SIDE VAI NO^ -1 YPES �3 19 .— ...- QQ / / / E UJ. -- FRAME N©. QTY, MFR. ROUGH OPENING DOOR FRAME DETAILS HARDI^I.ARE GROUP n TYPE n FINISH TYPE / / / \/' \I \ \ \ � Z X / / / C \ \ \ \ \ \ / l X / r / \ \ \ 31-2" X 01-2" v 2 1 12'-D' .� EE ER w -o 1. CUSTOM ENTRY DOOR 2. CUSTOM GARAGE MAN DOOR 3'-2" 3. INSULATED GARAGE DOOR IN/ AUTO -OPENER 4 KEY PAD CONTROLS. 4. EXTERIOR 7'-8" x 8'-O" FRENCH DOOR WITH GLAD FRAME. 5. EXTERIOR 12'-8" x G 1-0'1 FOLDING (NANA WALL TYPE) DOOR WITH GLAD FRAME. 6 . INTERIOR SOL D WOOD DOOR DOOR NOTES: 1. ALL INTERIOR DOOR HARDWARE BY OWNER. 2. ALL LOCKING DOORS TO HAVE MORTISE LOGKSETS. 3. ALL DOORS TO SE INSTALLED AS PER MANUF. SPECS. 4. ALL GLAZED DOORS TO HAVE TEMPERED GLASS. 5. ALL EXTERIOR HARDWARE TO BE SELECTED PRIOR TO ODERING. 6 . ALL R.O.'s FOR INT. DOORS TO BE 2 " HOR. 4 1/2 i6 VERT. FOR GAS I NG. NOTIFY ARCHITECT OF ANY D I SCREF'ANG I ES. 7. ALL INT. DOORS TO HAVE MIN 4" ROUGH JAMB EAGH SIDE VAI NO^ -1 YPES �3 19 .— ...- QQ / / / E UJ. -- FRAME ®00 0 1 hb' R0. 2'- 2‘42' 4 i i IR 2b• 'f 2La'SLO- . RO. 2 0 i 2'' T'4' RO. 2b' I 2b' 1 .o. q 2`T 2b' I 2'40I 7-6' k i PLO. 2 jr 2'-6• 246' RO. WINDOW NOTES: 1. ALL WINDOWS TO BE GLAD, WEATHER SHIELD OR APPROVED EQUAL. 2 . VERIFY ALL FRAME D I M 15 AND REQU I RED R.0 .1S w/ MANUFACTURER. 5. GLAD COLORS TO BE WEATHER SHIELD STANDARD COLOR. 2 OR QQ / / T-0' • EXTLR OR QQ QTY. — E UJ. -- FRAME N©. QTY, MFR. ROUGH OPENING DOOR FRAME DETAILS HARDI^I.ARE GROUP REMARKS TYPE MAT. FINISH TYPE MAT. FINISH HEAD JAMB SILL. A I 31-2" X 01-2" ENTRY 2 1 CASEMENT 2'-8" X 8'-2" SOLID GLAD 2-6" x 51-0 " NAT. STAIN B 1 I 71_8" X 81-2 " FRENCH GLAD 21-6" x 51-611 NAT. STAIN 4 I CASEMENT G 105 1 I21-8" X cf 1-2" FOLDING SOLID NAT. STAIN 5 1 CASEMENT/FIXED POCKET CLAD 71-6" x 5"-611 D 1 31-2" X 81-2 " 31.2" X 81-2" MAN DOOR 1 FIXED NAT. STAIN GLAD 12'-8" x 4'-0" 105 1 ABOVE DOOR G E 1 GASEMENT/FIXED 161-0" X 8'-O" GARAGE GLAD q1-6" x 51-6," RIGHT 106 8 1 CASEMENT/F1XED SOLID F 1 q'-611 x 5'-6" 71-81" X 81-2" FRENCH LEFT GI 1 GASEMENT 2'-10" X 8'-2" GLAD 41-0" x 4'-6 " NAT. STAIN NAT. STAIN 10 1 CASEMENT 108 1 GLAD 41-0" x 4'-6" SOLID NAT. STAIN I1 (Deli S [ I3Do v 5 .35 see pl/o4 /;;/ 26206i T2eirevtivei't IN\ 01\ S C H E QTY. MFGR. E �4 FRAME NM I SG. SYM. O. TYPE MFR. MODEL NO. FINISH FRAME YAlxH U-VAL ROUGH OPENING R.O.W. X R.O.H. HARDWARE GROUP REMARKS I 1 CASEMENT GLAD 2-6" x 51-0" 2 1 CASEMENT 2'-8" X 8'-2" SOLID GLAD 2-6" x 51-0 " NAT. STAIN LEFT 3 I CASEMENT 1 GLAD 21-6" x 51-611 NAT. STAIN 4 I CASEMENT 105 GLAD 51-0" x 51-611 26-10" X 81-2" SOLID NAT. STAIN 5 1 CASEMENT/FIXED POCKET CLAD 71-6" x 5"-611 1 31-2" X 81-2 " SOLID 6 1 FIXED NAT. STAIN GLAD 12'-8" x 4'-0" 105 1 ABOVE DOOR G 7 1 GASEMENT/FIXED NAT. STAIN GLAD q1-6" x 51-6," RIGHT 106 8 1 CASEMENT/F1XED SOLID GLAD q'-611 x 5'-6" NAT. STAIN LEFT GI 1 GASEMENT 2'-10" X 8'-2" GLAD 41-0" x 4'-6 " NAT. STAIN NAT. STAIN 10 1 CASEMENT 108 1 GLAD 41-0" x 4'-6" SOLID NAT. STAIN I1 1 CASEMENT GLAD 21-6" x 5'-6" 21.10" X 8'-2" SOLID 12 1 CASEMENT NAT. STAIN LEFT GLAD 21-611 x 51_611 110 1 21-61" X 81--2" 15 I CASEMENT GLAD 2-611 x 51-0" III 1 14 1 AWNING NAT. STAIN GLAD 21-6" x 21-6" NAT. STAIN DBL. OUT -SWING 15 1 CASEMENT/AWNING 51-2" X 81-2" SOLID GLAD 51-011 x 51-6" NAT. STAIN RIGHT 16 1 CASEMENT 1 GLAD 21-0" x 4'-011 NAT. STAIN 17 1 CASEMENT MEGHANIGAL CLAD 51-0" x 61-611 201 1 5'-2" X 81-2" SOLID REMARKS: . SEE WINOUN TYPES FOR MULLED UNITS AND EXTRA D I MENS I ON I NG. 2 . ALL WINDOWS HORI Z . 4 VERT. TO BE D I VI DED WITH IN FRAME D I MENS I ON EQUALLY UNLESS NOTED OTHERWISE. NITER OR BOOR C—E ,,iLE NO. QTY. MFGR. ROUGH OPENING DOOR FRAME NM I SG. HARDWARE GROUP REMARKS TYPE MAT. FINISH TYPE MAT. FINISH SWING 101 1 2'-8" X 8'-2" SOLID NAT. STAIN NAT. STAIN LEFT 102 1 2'-10" X 8'-2" SOLID NAT. STAIN NAT. STAIN POCKET 105 1 26-10" X 81-2" SOLID NAT. STAIN NAT. STAIN POCKET 104 1 31-2" X 81-2 " SOLID NAT. STAIN NAT. STAIN OUT -SWING LEFT 105 1 21-10" X 81-2" SOLID NAT. STAIN NAT. STAIN RIGHT 106 1 5'-2' X 8"-2" SOLID NAT. STAIN NAT. STAIN LEFT 107 1 2'-10" X 8'-2" SOLID NAT. STAIN NAT. STAIN RIGHT 108 1 31-2n X 51-2" SOLID NAT. STAIN NAT. STAIN DBL. OUT -SWING 1041 1 21.10" X 8'-2" SOLID NAT. STAIN NAT. STAIN LEFT 110 1 21-61" X 81--2" SOLID NAT. STAIN' NAT. STAIN OUT -SWING RIGHT III 1 61-2" X 81-2" SOLID NAT. STAIN NAT. STAIN DBL. OUT -SWING 112 1 51-2" X 81-2" SOLID NAT. STAIN NAT. STAIN RIGHT GARAGE 113 1 6'-2" X 8'-2" SOLID NAT. STAIN NAT. STAIN DBL. OUT -SWING MEGHANIGAL 201 1 5'-2" X 81-2" SOLID NAT. STAIN NAT. STAIN LEFT STORAGE 202 1 2"-10" X 81-2" SOLID NAT. STAIN NAT. STAIN RIGHT 205 1 31-2" X 81-2" SOLID NAT. STAIN NAT. STAIN LEFT 204 I 2'-10" X 51-2" SOLID NAT. STAIN NAT. STAIN LEFT 205 G 21-10" X 8'-2" SOLID NAT. STAIN NAT. STAIN LEFT 206 1 21-10" X 81-2" SOLID NAT. STAIN NAT. STAIN LEFT 207 1 2'-8" X 51-2" SOLID NAT. STAIN NAT. STAIN RIGHT 208 1 2'-10" X 8'-2" SOLID NAT. STAIN NAT. STAIN RIGHT 20' 1 21-10" X 81-2" SOLID NAT. STAIN NAT. STAIN RIGHT 210 1 21-10" X 81-2" SOLID NAT. STAIN NAT. STAIN LEFT aconrardy@msn.com 00 CN •1 0 C 0 ■ C.Cs GENERAL GONSTRUGTION NOTES Lot q Ranch at The Roaring Fork 1. THE FLANS AND SPECIFICATIONS ARE THE PROPERTY OF THE ARCHITECT AND ARE NOT TO BE USED WITHOUT THE SIGNED PERMISSION OF AXIS PRODUCTIONS. 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS PRIOR TO STARTING WORK; SHOULD A DISCREPANCY OCCUR WITHIN THE CONTRACT DOCUMENTS, OR BETWEEN THE CONTRACT DOCUMENTS AND THE EXISTING CONDITIONS, NOTIFY ARCHITECT IMMEDIATELY FOR CLARIFICATION. 5. DO NOT SCALE DRAWINGS. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE OF DRAWINGS. 4. SHOULD A DISCREPANCY' OCCUR IN OR BETWEEN DRAWINGS AND SPECIFICATIONS, THE SPECIFICATIONS SHALL TAKE PREFERENCE. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ACCURATE PLACEMENT OF ALL NEW CONSTRUCTION AT THE SITE. 6. ALL CONSTRUCTION AND MATERIALS SHALL SE AS SPECIFIED AND IN ACCORDANCE WITH ALL ADPL I GABLE CODES, ORDINANCES, LAWS, PERMITS, AND THE CONTRACT DOCUMENTS. -7. THE CONTRACT DOCUMENTS REPRESENT THE FINISHED STRUCTURE, THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER OR ARCHITECT SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS NOR WILL THE STRUCTURAL ENGINEER OR ARCHITECT SE RESPONS I BLE FOR THE CONTRACTOR'S MEANS, METHODS, TECHNIQUES, SEQUENCES FOR PROCEDURE OF CONSTRUCTION, OR THE SAFETY` PRECAUTIONS. THE CONTRACTOR SHALL SE RESPONSIBLE FOR ALL FEDERAL AND OSHA REGULATIONS. S. THE JOB SITE SHALL SE MAINTAINED IN A CLEAN OND ORDERLY CONDITION. EACH SUBCONTRACTOR IMMEDIATELY UPON COMPLETION OF EACH PHASE OF WORK SHALL REMOVE ALL DESRI S AS A RESULT OF THEIR WORK. SURFACES UPON COMPLETION. 01. THE CONTRACTOR SHALL DO ALL GUTTING, FITTING, PATCHING, EXCAVATION, ETC. OF HIS WORK THAT MAY SE REU I RED TO PERFORM THEIR WORK. THIS CUTTING, FITTING, PATCHING, EXCAVATION, SHALL NOT ENDANGER OTHER WORK OR STRUCTURE. ALL PATCHING OR REPAIRING SHALL 5E DONE WITH LIKE MATERIALS 50 THAT SURFACES REPLACED WILL MATCH SURROUNDING 10. NO PORTION OF WORK REQUIRING A SHOP DRAWING OR SAMPLE SUSM I SS I ON SHALL SE COMMENCED UNTIL THE SHOP DRAWING OR SAMPLE HAS SEEN REVIEWED SY THE ARCHITECT AND/OR STRUCTURAL ENGINEER. LOT 9, RANCII AT TF1 GENERAL CONTRACTOR KORU, Ltd. Antony Culwick 417 Main Street, Suite Y Carbondale CO 81623 (970) 963.0577 telephone (970) 319.8548 cell (970) 963.9389 fax STRUCTURAL ENGINEER OA ING FORK, CAR ARCHITECT AXIS Productions, Inc. Aimee Conrardy 78 Lewis Lane Basalt CO 81621 (970) 927.3558 telephone (970) 927.6558 fax LANDSCAPE ARCHITECT ONDAL CHRISTIE JENSEN LANDSCAPE ARCHITECT Christie Jensen 121 Stagecoach Drive Carbondale, CO 81623 (970) 963.7363 telephone (970) 704.1242 fax Se ,e IIF -✓l. /�} f 4-cj wtiew t, 131,t1/0110- alre we LA *15 GENERAL FLAN NOTES I. ALL DRAW! NGS ARE TO BE OUTSIDE FACE OF STUD AT EXTERIOR WALLS OR FACE OF STUD AT INTERIOR WALLS OR TO CENTERLINE OF POSTS U.N.O. 2. GRID LINES ARE TO OUTSIDE FACE OF STUD AT EXTERIOR WALLS, CENTERLINE OF POSTS, OR EXTERIOR FACE OF CONCRETE FOUNDATION U.N.O. 3. EXTERIOR WALLS SHALL BE 2X6 STUD FRAMING AT 16" O.C. (U.N.O.) 4. INTERIOR WALLS SHALL SE 2X6 STUD FRAMING AT 16" O.G. (U.N.O.) 5. DIMENSIONS AT EXTERIOR/INTERIOR DOORS AND WINDOWS ARE AT THE CENTERLINE. CONTRACTOR IS RESPONSIBLE FOR ADJUSTMENTS IN ROUGH OPENINGS WHEN MANUFACTURER 15 SELECTED. WINDOW MANUFACTURER TO PROVIDE TEMPERED GLASS WHERE REQUIRED BY CODE. 6. PROVIDE SOUND INSULATION IN WALLS, FLOORS AND CEILINGS OF ALL BATHROOMS AND MECHANICAL ROOMS; ALSO ALSO SURROUNDING ALL MECHANICAL PIPING. 7. SEE WINDOW AND DOOR SCHEDULES FOR INFORMATION ON DOORS AND WINDOWS. S. ALL UTILITY BOXES, WALL VENTS, ROOF VENTS AND FLUME I NG STACKS/RISER SHALL BE PAINTED TO GOMFL I MENT ADJACENT EXTERIOR SURFACE COLOR. DRA W I N6 INDEX ARCH 1 TEGTURAL 1.1 COVER SHEET 2.1 SITE FLAN 3.1 LOWER LEVEL PLAN 3.2 MAIN LEVEL PLAN 33 ROOF KLAN 4.1 ELEVATIONS 4.2 ELEVATIONS 5.1 5.2 6.1 SU I LD I NG SECTIONS BUILDING SECTIONS DOOR/WINDOW SCHEDULE ELEGTRI GAL STRUCTURAL 51.1 52.1 52.2 S23 55.1 55.2 APPROVED C" i TO MSU INCEPTIONS 4 JN$BcrtoNS GARFIELD COUNTY BUILD DEP IT Dodo / By LDCaPy 110INSPECTION WITHOUT TIMM PLANS ON SITE Pge of FOUNDATION PLAN LOWER FLOOR FRAMING FLAN UPPER FLOOR FRAMING PLAN ROOF FRAMING PLAN DETAILS DETAILS LANDSCAPE LI LANDSCAPE PLAN BLRE-6-11-2 99 Li - Edi L rarcs 0 03 C E CD L 07 1..4.E 0 0 O u E zi 0 Issued Date aconrardy@msn.com CO LCD CN CO LCD CYD N CN GO 0 .L) U coo- c7i ci ©0 Revision Set c LJ 1:7OOR iYPCS CD DOOR TYPES: MD. .ti ER -0' I. CUSTOM ENTRY DOOR 2. CUSTOM GARAGE MAN DOOR 3'-2" 3. INSULATED GARAGE DOOR W/ AUTO -OPENER $ KEY PAD CONTROLS. 4. EXTERIOR 7`-8°' x 81-0" FRENCH DOOR WITH GLAD FRAME. 5. EXTERIOR 121-8" x '11-0" FOLDING (NANA WALL TYPE) DOOR WITH CLAD FRAME. 6 . INTERIOR SOLID WOOD DOOR DOOR NOTES: ALL INTERIOR DOOR HARDWARE BY OWNER. 2. ALL LOCKING DOORS TO HAVE MORTISE LOGKSETS. 3. ALL DOORS TO BE INSTALLED AS PER MANUF. SPECS. 4. ALL GLAZED DOORS TO HAVE TEMPERED GLASS. 5. ALL EXTERIOR HARDWARE TO BE SELECTED PRIOR TO ODERING. 6. ALL R.O.'s FOR INT. DOORS TO BE 2" HOR. $ 1/2 " VERT. FOR CASING. NOTIFY ARCHITECT OF ANY DISCREPANCIES. 7. ALL INT. DOORS TO HAVE MIN 411 ROUGH JAMB EACH SIDE /\\I\DOA TY -FES C 0 ro• Q@ 2 R'-6• I R0: b ' RD. 1 4 0 i 2 # 6-0• i MO, WINDOW NOTES: I. ALL WINDOWS TO E3E CLAD, WEATHER SHIELD OR APPROVED EQUAL. 2. VERIFY ALL FRAME D I M'S AND REQUIRED R.0.'s w/ MANUFACTURER. 3. CLAD COLORS TO BE WEATHER SHIELD STANDARD COLOR. 0 1 C i EX E O OQ 5HE LJLE NO. QTY. MFGR. ROUGH OPENING DOOR FRAME DETA i LS HARDNAi E GROUP O TYPE MAT. FINISH TYPE A FINISH - A JAMB I /\ /\ / I(‘.:1‘ \I \i \/ / CASEMENT /\ / © \ \I/ \ / x / / / \ V i 2 12-0• MD. .ti ER -0' I. CUSTOM ENTRY DOOR 2. CUSTOM GARAGE MAN DOOR 3'-2" 3. INSULATED GARAGE DOOR W/ AUTO -OPENER $ KEY PAD CONTROLS. 4. EXTERIOR 7`-8°' x 81-0" FRENCH DOOR WITH GLAD FRAME. 5. EXTERIOR 121-8" x '11-0" FOLDING (NANA WALL TYPE) DOOR WITH CLAD FRAME. 6 . INTERIOR SOLID WOOD DOOR DOOR NOTES: ALL INTERIOR DOOR HARDWARE BY OWNER. 2. ALL LOCKING DOORS TO HAVE MORTISE LOGKSETS. 3. ALL DOORS TO BE INSTALLED AS PER MANUF. SPECS. 4. ALL GLAZED DOORS TO HAVE TEMPERED GLASS. 5. ALL EXTERIOR HARDWARE TO BE SELECTED PRIOR TO ODERING. 6. ALL R.O.'s FOR INT. DOORS TO BE 2" HOR. $ 1/2 " VERT. FOR CASING. NOTIFY ARCHITECT OF ANY DISCREPANCIES. 7. ALL INT. DOORS TO HAVE MIN 411 ROUGH JAMB EACH SIDE /\\I\DOA TY -FES C 0 ro• Q@ 2 R'-6• I R0: b ' RD. 1 4 0 i 2 # 6-0• i MO, WINDOW NOTES: I. ALL WINDOWS TO E3E CLAD, WEATHER SHIELD OR APPROVED EQUAL. 2. VERIFY ALL FRAME D I M'S AND REQUIRED R.0.'s w/ MANUFACTURER. 3. CLAD COLORS TO BE WEATHER SHIELD STANDARD COLOR. 0 1 C i EX E O OQ 5HE LJLE NO. QTY. MFGR. ROUGH OPENING DOOR FRAME DETA i LS HARDNAi E GROUP REMARK TYPE MAT. FINISH TYPE MAT. FINISH HEAD JAMB SILL A 1 CASEMENT 3'-2" X 8'-2" ENTRY GLAD 2-6" x 51-0" 2 I CASEMENT 1 B 1 2_6" x 51-0" 11-8" X 81-2" FRENCH 3 LEFT CASEMENT 102 GLAD 21-6" x 51-6" 2'-10" X 81-2" C 1 NAT, STAIN 121-811 X cfi'-2" FOLDING CASEMENT POCKET CLAD 51-0" x 51-6" 1 21-10" X 81-2" SOLID 5 D 1 3'-2" X 81-2" MAN 130OR T-6" x 51-6" 104 1 6 1 F 1 XED NAT. STAIN E 1 OUT -SWING LEFT 161-011 X 81-0" GARAGE DOOR G 7 f CASEMENT/F I XED SOLID CLAD q'-6" x 5'-6" NAT. STAIN F 1 8 7'-8" X 8'-2" FRENCH 3`-2" X 81-2" GLAD '11-6" x 5'-6" NAT. STAIN NAT. STAIN LEFT i CASEMENT 107 1 CLAD 41-0" x 41-6" SOLID NAT. STAIN 10 NAT. STAIN CASEMENT CLAD Doeiris w lDo, 5 • ec PI m4 yew 1-70i Zaaq .1EGC ge9 uirevgekt+5 A S HE ULE \ i:' 0 A ,,:-.-b-r-------------- 7,.._ QTY. IS C —1- ROUGH OPENING DOOR SYM. QTY. TYPE MFGR. MODEL NO. FINISH FRAME WxH U-VAL ROUGH OPENING R.O.W. X R.O.H. HARDWARE GROUP REMARKS I I CASEMENT GLAD 2-6" x 51-0" 2 I CASEMENT 1 GLAD 2_6" x 51-0" NAT. STAIN 3 LEFT CASEMENT 102 GLAD 21-6" x 51-6" 2'-10" X 81-2" SOLID NAT, STAIN 4 4 CASEMENT POCKET CLAD 51-0" x 51-6" 1 21-10" X 81-2" SOLID 5 I CASEMENT/F I XED NAT. STAIN CLAD T-6" x 51-6" 104 1 6 1 F 1 XED NAT. STAIN GLAD 121-8' ` x 4'-O"A5OVE OUT -SWING LEFT DOOR G 7 f CASEMENT/F I XED SOLID CLAD q'-6" x 5'-6" NAT. STAIN RIGHT 8 106 CASEMENT/F I XED 3`-2" X 81-2" GLAD '11-6" x 5'-6" NAT. STAIN NAT. STAIN LEFT i CASEMENT 107 1 CLAD 41-0" x 41-6" SOLID NAT. STAIN 10 NAT. STAIN CASEMENT CLAD 41-0" x 41-6" 31-2" X 81-2" SOLID II CASEMENT NAT. STAIN DBL. OUT -SWING GLAD 2'-61 x 51-6" IOci 1 ! 2'-10" X 81-2" 12 CASEMENT GLAD 21-6" x 51-6" 110 1 13 21--6" X 8'-2" CASEMENT NAT. STAIN GLAD 2-6" x 51-0" NAT. STAIN OUT -SWING RIGHT 14 I AWNING 6'-2" X 81-21f SOLID CLAD 2'-6" x 21-6" NAT. STAIN DBL. OUT -SWING 15 I CASEMENT/AWNING 1 CLAD 51-0" x 51-6" NAT. STAIN 16 1 CASEMENT GARAGE 113 GLAD 21-O'1 x 41-0" 6'-2" X 8'-2" SOLID NAT. STAIN 17 CASEMENT DBL. OUT -SWING GLAD 51-0" x 61-6" 201 I REMARKS: I. SEE WINDOW TYPES FOR MULLED UNITS AND EXTRA DIMENSIONING. 2. ALL WINDOWS HORIZ. $ VERT. TO BE DIVIDED WITH IN FRAME D I MENS I ON EQUALLY UNLESS NOTED OTHERWISE. 0 0 0 L) .r ie I Coun I' anch at The Roar n: For 0-4 U z Issued Date CC GC C E aconrardy@msn.com 00 CD 1.0 CN S HE ULE I\ I ---,10FR,BOOR NO. QTY. MFGR. ROUGH OPENING DOOR FRAME MI SG. HARDWARE GROUP REMARKS TYPE MAT. FINISH TYPE MAT. FINISH SWING I C I 1 21-8" X 81-2" 50L ID NAT. STAIN NAT. STAIN LEFT 102 I 2'-10" X 81-2" SOLID NAT, STAIN NAT. STAIN POCKET 103 1 21-10" X 81-2" SOLID NAT. STAIN NAT. STAIN POCKET 104 1 3'-2" X 8'-2" SOLID NAT. STAIN NAT. STAIN OUT -SWING LEFT 105 1 2'-10" X 8'-2" SOLID NAT. STAIN NAT. STAIN RIGHT 106 I 3`-2" X 81-2" SOLID NAT. STAIN NAT. STAIN LEFT 107 1 21-10" X 8'-2" SOLID NAT. STAIN NAT. STAIN RIGHT 108 I 31-2" X 81-2" SOLID NAT. STAIN NAT. STAIN DBL. OUT -SWING IOci 1 ! 2'-10" X 81-2" SOLID NAT. STAIN NAT. STAIN LEFT 110 1 21--6" X 8'-2" SOLID NAT. STAIN NAT. STAIN OUT -SWING RIGHT III 6'-2" X 81-21f SOLID NAT. STAIN NAT. STAIN DBL. OUT -SWING 112 1 S'-2" X 81-2" SOLID NAT. STAIN NAT. STAIN RIGHT GARAGE 113 1 6'-2" X 8'-2" SOLID NAT. STAIN NAT. STAIN DBL. OUT -SWING MECHANICAL 201 I 3'-211 X 8'-2" SOLID NAT. STAIN NAT. STAIN LEFT STORAGE 202 1 2'-10" X 81-2" SOLID NAT. STAIN NAT. STAIN RIGHT 203 1 31-2" X 81-2" SOLID NAT. STAIN NAT. STAIN LEFT 204 1 2'-10" X 8'-2" SOLID NAT. STAIN NAT. STAIN LEFT 205 I 21-10" X 81-2" SOLID NAT. STAIN NAT. STAIN LEFT 206 1 2'-10" X 51-2" SOLID NAT. STAIN NAT. STAIN LEFT 207 1 2'-8" X 81-21 SOLID NAT. STAIN NAT. STAIN RIGHT 208 } 21-10" X 81-2" SOLID NAT. STAIN NAT. STAIN RIGHT 20c I 2'-10" X 81-211 SOLID NAT. STAIN NAT. STAIN RIGHT 210 1 21-10" X 81_2" SOLID NAT. STAIN NAT. STAIN LEFT 0 0 0 L) .r ie I Coun I' anch at The Roar n: For 0-4 U z Issued Date CC GC C E aconrardy@msn.com 00 CD 1.0 CN GENERAL REQUIREMENTS: A. DESIGN LIVE LOADS L Basic Roof Snow 2. Residential Floors 3. Decks 40 PSF 40 PSF 40 PSF 4. Garages 5. Wind, 90 mph, Exposure B 6. Seismic Design - Category C 50 PSF B. DESIGN CODES The requirements of the International Building Code (IB.C.), the International Residential Code (I.R.C.) and local jurisdiction code revisions shall govern the design and construction of this work. The following codes and editions were used: • International Code Council International Building Code (IBC 2009) • International Code Council International Residential Code (IRC 2009) C. CHANGES OR MODIFICATIONS 1. Any changes to the structural drawings required due to the acceptance of alternates and/or substitutions are the responsibility of the contractor and shall be submitted to the S.E.R. for approval. 2. Contractor shall notify S.E.R. before cutting or modifying any structural systems for any reason. D. SHOP DRAWINGS P120 ' 0- Fled A 7 v.k t /+- fre t 45 ped wv1. Shop drawings are required only when indicated on the plans. However, it is recommended that the contractor submit the following shop drawings: a. steel shops laying out and detail all structural steel indicated on plans. b. timber shops laying out and detail all beams, columns, and connections. c. see pre-engineered truss notes. For some projects it is also recommended that a concrete placement plan be submitted along with rebar shops. it is the contractor's responsibility to read the drawings and determine which shops are necessary and submit these to the S.E.R in a timely manner. S.E.R.'s review is intended only as an aid to the contractor in obtaining correct shop drawings. Responsibility for correctness shall rest with the contractor. 1. Shop drawings shall be submitted to the architect for all structural items in addition to items required by architectural specifications. 2. A plan layout drawing showing location and item marks for all loose items shall be submitted with individ- ual sub -assembly drawings. 3. The contractor shall review all shop drawings prior to submittal. Items not in accordance with the contract documents shall be flagged upon his review. 4. Verify all dimensions with the architect before submission to the S.E.R. 5. Any changes, substitutions, or deviations from original contract drawings shall be clouded by manufacturer or fabricator. Any of the aforementioned which are not clouded or flagged, by submitting parties, shall not be considered approved after S.E.R.'s review, U.N.O. 6. The shop drawings do not replace the original contract drawings. It is the contractor's responsibility to make sure items are constructed to original drawings. 7. The adequacy of engineering designs and layout performed by others rests with the designing or submitting authority. 8. The use of reproductions of these contract drawings by any contractor, sub -contractor, fabricator, erector or material supplier in lieu of preparation of shop drawings is expressly prohibited. E. GENERAL 1. All dimensions and details on structural drawings shall be verified against the architectural drawings and any discrepancies shall be brought to the attention of the architect before construction or fabrication com- mences. DO NOT SCALE DRAWINGS. 2. Coordinate all openings through floors, walls and roofs with the Mechanical and Electrical Contractors. Notify S.E.R. if any openings are to be cut in structural systems. 3. Provide all necessary temporary bracing, shoring, guying or other means to prevent excessive stresses and to hold structural elements in place during construction. 4. Details on the structural drawings are typical. Verify all dimensions and elevations with the architectural drawings. 5. The contract structural drawings and specifications represent the finished structure. They do not indicate the method of construction. The contractor shall provide all measures necessary to protect the structure during construction. Such measures shall include, but not be limited to, bracing, shoring for loads due to construction equipment, protection of existing structures. Observation visits to the site by the S.E.R. shall not include in- spection of the above items nor will the S.E.R. be responsible for the contractor's means, methods, techniques, sequences for procedure of construction, or the safety precautions and the programs incident there to. 6. Options are for the contractor's convenience. He shall be responsible for all changes necessary if he chooses an option and shall coordinate all details. The cost of additional design work necessitated by selection of an option shall be borne by the contractor. 7. Any engineering design provided by others and submitted for review shall bear the seal and signature of an engineer registered in Colorado. 8. Dimensions on the structural drawings are exact with the exception of masonry and sawn lumber dimen- sions which are nominal. Verify all dimensions with the architectural drawings. 9. Where required construction details are not shown or noted on these plans the contractor shall notify the S.E.R. and the S.E.R. shall provide sufficient details for the work to proceed. 10. Construction materials shall be spread out if placed on framed construction. Load shall not exceed the de- sign live Toad per square foot. FOUNDATION: A. EXCAVATION 1. Contractor shall provide all necessary sheeting, shoring and bracing where required to properly and safely complete the work. 2. Avoid excessive wetting or drying of the foundation excavation during construction, keep excavations rea- sonably free of water at all times and completely free of water during placement of the concrete. B. DESIGN 1. Foundation design is based on the soils report prepared by HP Geotech, project no. 108 323A, dated January 22, 2009 for the Girardot Residence in Garfield County, Colorado. A representative of HP Geotech should visit the site to observe excavations and verify soils conditions prior to placement of concrete form- work. 2. Footings shall bear on natural undisturbed soil or adequately compacted structural fill per geotechnical en- gineer, below the frost depth required by the applicable building code. Any discrepancies with the footing ele- vations shown on the plans shall be brought to the attention of the S.E.R Footing are desig lowing allowable bearing pressures: Maximum 3000 psf (DL+ LL) O iii l (, 561)5 Z ,p Minimum 0 psf (DL) ill/Aged 0071-- 01-114*) has ealovi. 3000r5E, C. GENERAL REQUIREMENTS 1. Center foundations under columns and walls unless noted otherwise. 2. Provide foundation ventilation in crawl space areas as required by section 2303.3 of the .C. 3. Backfill on walls with fill on both sides shall be compacted in equal lifts each side of wall. Walls backfilled on one side only shall have all supporting slabs, permanent framing or temporary bracing in place prior to placement of the backfill (unless noted otherwise on plans). STRUCTURAL GENERAL NOTES & SPECIFICATIONS 8. Reinforcing spacings are maximum on center and all reinforcing is continuous, unless noted otherwise. 9. Splices in horizontal beams and walls shall occur at mid span for top bars and over supports for bottom bars. C. SLABS -ON -GROUND 1. All slabs -on -ground shall be 4" thick and reinforced with #4 @ 18" on center each way, unless noted other- wise. Reinforcement shall be placed in center of slab. 2. Thicken all free slab edges to 8" x 8" with #5 continuous (top and bottom) unless noted otherwise on plans. 3. Provide construction/control joints in slabs -on -ground not to exceed 12'-0" on center or as shown on the plans. Isolate all slabs on grade from structural elements with expansion joint material equal to QUIKRE'TE's Expansion Joint Strips (ASTM D 1751) 1/2" x 4" x 5". MASONRY: A. MASONRY VENEERS 1. Exterior stone veneer masonry installation shall comply with ACI 530.1/ASCE 6 specifications for masonry structures as it applies to this project and all materials, including stone mortar, shall maintain an installed com- pressive strength not less than 2,000 psi. 2. Provide masonry veneer anchors at 16" on center in each direction. 3. Provide masonry control joints as indicated on the exterior architectural elevations. 4. Provide steel lintels, with a minimum of 5" bearing at jambs, over openings as follows: Opening Width (r-0"- 31-4" 3'-5" -- 4'_8" 4'-9"- 6-0" 6'-1"- 8'-0" 8'-1"- 10'-0" >10'-1" STEEL: Lintel Angle 31/2x3x1/4" 4x31/2x1/a" 5x31/2x1/a" 6x4xW 8x4x12" Notify S.E.R. LLH LLV LLV LLV LLV A. STRUCTURAL STEEL Structural steel shall be detailed, fabricated and erected in accordance with latest provisions of the AISC Manual of Steel Construction and AISC Code of Standard Practice. 1. Steel shapes and their properties shall be as follows, U.N.O.: a. All wide flange W shapes shall conform to ASTM A992 b. Channels, angles, plates, and S, M, and HP shapes shall conform to ASTM A36 c. Hollow structural shapes, HSS shall conform to ASTM A500 (Gr. B) d. Anchor rods shall conform to ASTM F1554 Grade 36, and anchor bolts ASTM A307 2. Bolts shall conform to ASTM A325 type 1, U.N.O. on plans. Bolt size shall be M"0, U.N.O. The joint type shall be sung -tightened, U.N.O. The bolts shall be installed in accordance with section 8.1 of AISC's Specifica- tion for Structural Joints Using ASTM A325 or A490 Bolts. When required on plans, installation of high strength bolts shall be in accordance with the aforementioned specification. 3. All welds shall he made with E70XX electrodes. All welding shall Comply with AWS D1.1 Structural Weld- ing Code and shall be performed by AWS certified welders. 4. Provide shop applied paint in accordance with the Steel Structures Painting Council specifications as for all exterior members, architecturally exposed members, any members exposed to weather for an excessive period of time during construction, and where indicated on construction documents. Omit shop paint on surfaces to be welded, surfaces to receive welded stud, and contact surfaces of bolted connections. Provide field primer paint for painted members at welds, bolted connections, and areas of abraded shop paint. B. NON -SHRINK GROUT AND ANCHOR BOLTS 1. Anchor bolts used with steel shapes shall be 5/8"0 with minimum of 6" embedment and shall conform to ASTM A307 U.N.O. Anchor bolts embedded in concrete shall be placed with setting templates. Location and coordination of anchor bolt placement shall be the responsibility of the steel fabricator. Steel fabricator shall supply anchor bolt setting plan. 2. All column base plates shall have 1" min to 2" max grout pack. Grout pack shall be non -shrink, non corro- sive, nonmetallic, nonstaining product containing selected silica sands, portland cement, and water -reducing agents. The product shall require only the addition of water and shall comply with the requirements of ASTM 0- 827. A minimum compressive strength of 3,000 psi after one day and 7,000 psi after 28 days shall be developed. 3. Expansion anchor shall be Simpson Strong Tie WEDGE -ALL anchors, installed in accordance with the manufacturer's requirements. Anchor diameter and embedment per drawing. Equivalent expansion anchor maybe used with approval by the S.E.R. 4. Epoxy anchor shall be installed with Simpson Strong Tie SET. installed in accordance with the manufac- turer's requirements. Anchor type, diameter, and embedment per drawing. Equivalent epoxy adhesive maybe used with approval by the S.E.R. 5. Headed anchor studs (HA.S.) shall be attached to structural steel with equipment approved by the stud manu- facturer according to the stud manufacturer's recommendations. C. STEEL CONNECTIONS 1. Provide bolted connections for steel beams per the latest AJ.S.C. Manual of Steel Construction. Except where otherwise shown, provide connections to support loads equal to one-half the total uniform load capacity of the member, U.N.O. 2. A minimum of two bolts shall be used for all connections. Size and grade of bolts shall be determined by the fabricator, U.N.O. STRUCTURAL WOOD FRAMING: A. DIMENSIONAL LUMBER All timber construction light and heavy shalt conform to the latest edition of the National Design Specifications for Wood Construction. The following grading agencies are used for grading the structural wood framing: Na- tional Forest Products the Western Wood Products Association (WWPAW), the National Lumber Grades Author- ity (NLGA), and the Redwood Inspection Service (R1S). 1. Structural framing lumber shall be kiln dried Douglas Fir/Larch, U.N.O. The following design values were used for Douglas Fir/Larch (all applicable stress factors apply per IJ3.C. section 2306): Structural Joists, built-up columns and studs (a 2x4), No. 2 or better Fb = 900 psi Fv = 180 psi Fel = 625 psi E = 1 600 000 psi Beams and Stringers, No. 1 Fb = 1350 psi Fv = 170 psi Fcl = 625 psi E = 1 600 000 psi CONCRETE: A. CONCRETE REQUIREMENTS Concrete shall be constructed in accordance with the latest edition of the American Concrete Institute Building Code, AC! 318 and Specifications for Structural Concrete for Buildings, AC! 301. Provide hot or cold weather protection per ACI 305 & 306. 1. Concrete shall develop a minimum compressive strength at 28 days of: Walls & footings 3000 psi Slabs 3500 psi 2. Provide Type II cement with 4%-8% air entrainment and a 4" slump. Concrete aggregate shall be 3A4" normal weight stone except were lightweight concrete is specified. No admixtures shall be used without ap- proval by the S.E.R. 3. Lightweight concrete is concrete containing lightweight aggregate conforming to ASTM C-330 and has as air-dry unit weight (ASTMC-567) not exceeding 110 pcf. 4. Concrete shall be placed in a manner to prevent voids by using mechanical vibration and/or other approved method. Do not place pipes, ducts, or chases in the structural concrete without approval of the S.E.R. Thor- oughly horoughly clean all keyways and construction joints prior to placing concrete in adjacent area. Concrete shall not be in permanent contact with aluminum. B. REINFORCING Detailing, fabrication, and erection of reinforcing steel bars shall comply with the ACI Manual of Standard Practice for Detailing Reinforced Concrete Structures ACI 315. 1. Reinforcing steel shall be high strength deformed bars conforming to ASTM A615 grade 60. except weld- able reinforcement which shall be ASTM A706, Grade 60. 2. Concrete protection for reinforcement: Cast against and permanently exposed to earth 3 in. Exposed to earth or weather .. #6-#18 bar 2 in. #3-#5 bar 1 112 in. Not exposed to earth or weather . slabs & walls 3/4 in. beams & cols 1 1/2 in. 3. Re -bar lap splices shall be a minimum of 36 bar diameters, unless noted otherwise. 4. Discontinue 1/2 of horizontal steel across construction/control joints. 5. Provide corner bars of equal size and spacing around all corners and intersections. 6. Provide 2-115 bars with a minimum of 2'-0" projection beyond the sides of all openings in walls, beams and slabs. Provide 1--#5 x 4'-0" diagonally at all re-entrant comers of slabs. 7. Provide accessories necessary to properly support reinforcing at the positions shown on the plans. 2. All pressure treated lumber shall be Hem -Fir #2 or better, U.N.O. All wood attached to concrete or masonr} shall be pressure treated lumber. Pressure treated lumber may require heavier galvanizing treatments for fasten- ers and framing hardware. The contractor is to consult with the supplier, manufacturer, and local building offi- cial for current treatment requirements. The following design values were used for Hem -Fir. Structural Joists, built-up columns and studs (z 2x4), No. 2 or better Fb = 850 psi Fv = 150 psi Fcl =405 psi E = 1300 000 psi 3. Sizes shown for structural wood framing are nominal sizes. 4. Attach sill plates with 16"0 hooked anchor bolts (7" minimum embedment) at 48" on center U.N.O. 5. Install all joists and beams with camber, if any, to top U.N.O. 6. Beams are not a substitute for joist in layout. If beam falls in joist layout space, place joist next to beam. 7. Provide built-up wood columns of 2-2x6 (or 2-2x4 at 2x4 stud wall) or a minimum number of studs to equal supported beam width U.N.O. 8. All multiple stud columns shown at the ends of headers indicate the number of trimmers. King studs are addi- tional to the number of column studs shown. B. FASTENERS AND CONNECTORS Alternate fasteners and connectors to those listed below, which have I.C.C. approval, may be used with approval by the S.E.R. 1. All timber and wood framing nailing shall conform to the I.B.C., reference I.B.C. Table No. 2304.9.1 Fasten- ing Schedule, U.N.O.. Reference drawings for locations were additional nailing is required. 2. Nails shall meet the requirement of ASTM F 1667. Nail diameter and length used with these drawings are to be as follows, U.N.O.: Designation jlength and Diameter 8d .131x21/2" iOd .148x3" 16d .162x3/" 3. All connectors for wood framing shown on the plans such as joist hangers, beam hangers, truss hangers, framing clips, hold-down anchors, etc., shall be manufactured by the Simpson Strong -Tie Company Inc, U.N.O. Install per manufacturer's specifications. 4. Bolts for wood member connections shall be 3/4"0, ASTM A307 with a minimum 1 1/4" washer each end U.N.O. Do not countersink bolts unless noted otherwise on structural drawings. 5. Lag screws shall meeting the requirements of ANSIIASME standard 13182.1 and they shall be installed per the latest NDS code. Each lag screw shall be installed with a washer. 6. Powder Actuated Fasteners (P.A.E's) for attaching wood framing to structural steel shall be Remington low velocity fasteners, length and diameter per plans. Install per manufacturer. 7. Screws called out as SDS are as manufactured by Simpson Strong -Tie Company Inc. Screws called out as OLYLOG,TLOK, LOG, LHOG or LL are as manufactured by FastenMasterAgawam, MA. 8. Screws called as #8 thru 1112 wood screws shall meet ANSI/ASME standard 18.6.1. C. WALL FRAMING AND SHEATHING 1. All exterior walls designated as hearing walls shall constructed with 2x6's @ 16".0.C. - U.N.O. All interior walls designated as bearing walls shall be constructed with 2x6's @ 16".0.C. - U.N.O. 2. All exterior walls shall be sheathed with wood structural panels certified by the APA for use as wall sheathing labeled, "EXTERIOR" OR "EXPOSURE 1", rated sheathing, 24/0, PZ" thick attached to studs with 8d common (0.131 0) or galvanized box nails (I" stud penetration) @ 6" O.C. at panel edges and 12" O.C. at intermediate supports. Drive nails flush with outer sheathing layer, Do not over drive nails. Use special care when using pneumatic nail guns. 3. All openings in bearing walls (interior or exterior) shall have a minimum of one full height king stud and one trimmer, with a 2-2x8 header - U.N.O. 4. Openings over 6'-O" in width shall have a minimum of 2 -King studs. Number of trimmers as indicated on plan. Review wall opening schedule and typical wall framing detail. 5. Nail or screw at 12" O.C. all built-up wood columns called out on plans to the sheathing or drywall. D. FLOOR FRAMING AND SHEATHING 1. Floor sheathing shall be APA rated Sturd-I-Floor, 24" o.c. z3/32" thick, T&G. Place with 8'-0" dimension perpendicular to the joist span. End joints shall be staggered. Attach sheathing to framing with APA glue and nails; at edges with 8d common (0.131 0) nails at 6" O.C. and at intermediate supports with 8d common nails at 12" O.C. 2. Provide 1 1" LSL rim boards typical at exterior ends of all floor joists and beams. 3. Block continuous at all interior joist bearings per manufacturer. 4. Provide solid wood blocking (squash blocks) within floor system for all posts and trimmers in the floor above. Blocking shall be of like material & shall match the dimensions of the columns or trimmers above. E. ROOF FRAMING AND SHEATHING 1. Roof sheathing shall be wood structural panels certified by the APA for use as roof sheathing, labeled, "EX- TERIOR" OR "EXPOSURE 1", rated sheathing, 40/20, W' thick, T&G, or provide plyclips midway between rafters at unsupported sheet edges (plyclips not required for rafter spacing less than 18" O.C.). Attach sheath- ing to framing with 8d common (0.131 0) nails at 6" O.C. and at intermediate supports with 8d common nails at 12" O.C. unless noted otherwise. F. GLUE LAMINATED BEAMS (GL) Laminated members shall be designed and fabricated in accordance with The Standard Specifications for the Design and Fabrication of Structural Glue Laminated Lumber published by the AITC and the appropriate Lumber Producers' Association. 1. Appearance grade shall be in accordance with architectural drawings 2. Beam to be placed with TOP up, U.N.O. 3. Allowable unit stresses for dry conditions shall be as follows: Members stressed principally in bending such as beams & girders (AITC 24F -V4), U.N.O. Fb = 2,400 psi Fv = 265 psi Fel = 650 psi E = 1,800,000 psi. Members stressed principally in compression or tension such as columns & truss members (AITC 2), U.N.O. Fell= 1950 psi E = I ,600,000 psi. G. STRUCTURAL COMPOSITE LUMBER AND PREFABRICATED WOOD I -JOIST Install members in accordance with the manufacturer's recommendation. Holes, cuts, or notches not previously approved by the S.E.R. or the manufacturer shall not be made. Members by other manufacturers may be used if the depth, cross section and allowable unit stress are equal to that of the member specified for the particular span. 1. LAMINATED VENEER LUMBER (LVL) LVL members called for on the drawings are as manufactured by iLEVEL by Weyerhaeuser. Members marked on the drawings as 'LVL' and shall be 1 3/4" wide, U.N.O. Allowable unit stresses for dry conditions shall be as follows: Fb = 2,600 psi Fv = 285 psi F j = 750 psi E= 1,900,000 psi 2. PARALLAM LUMBER (PSL) PSL members called for on the drawings are as manufactured by iLEVEL by Weyerhaeuser. Allowable unit stresses for dry conditions shall be as follows: Fb = 2,900 psi Fv = 290 psi FoL = 750 psi E= 2,000,000 psi Allowable unit stresses for dry conditions for PSL columns shall be as follows: Fb = 2,400 psi Fat = 2,900 psi E= 1,800,000 psi 3. PREFABRICATED WOOD I JOISTS Prefabricated wood I joist called for on the drawings (TJI 210, TJI 360, T.11 560 etc.) are as manufactured by iLEVEL by Weyerhaeuser. Supply all plates, blocking, bridging, bracing, stiffeners and other related items as recommended by the manufacturer. 4. LAMINATED STRAND LUMBER (LSL) LSL members called for on the drawings are as manufactured by iLEVEL by Weyerhaeuser. Allowable unit stresses for dry conditions shall be as follows: Fb = 1,300 psi Fv = 400 psi Fcl = 750 psi E= 1,300,000 psi 5. LAMINATED STRAND LUMBER RIM BOARD (LSL) LSL members called for on the drawings are as manufactured by iLEVEL by Weyerhaeuser. Allowable unit stresses for dry conditions shall be as follows: Fb = 1,700 psi Fv = 400 psi Fcl = 750 psi E= 1,300,000 psi WALL BRACING: WaII bracing is provided per the prescriptive method of the 2009 IRC 602.10. Structure is to be continuously sheathed with structural panel sheathing on all sheathable areas of exterior walls. SECTION CIJ T MIL it/ SETT /) BUILDING ELEVATION MARK TOP OF FOOTING STEP T. Wall = Elevation T. Footing = Elevation AT. 5Iab )00C -x" 1FOOTING IAD MARK FOUNDATION WALL Si EP Li- 1 � COLUMN ABOVE SECTION CITY OR PLAN VIEW Structural Symbols Reference For Foundation Flans BEAM OR HEADER BEAM CONTINUOUS OVER COLUMN COLUMN BETWEEN BEAMS L' 3/4 x 10 1/2" GL b LJ IEDGE PLYWOOD FivnL' \1 JOiSr HANGING iFLUSH FRAME FLOOR ELEVATION W/ HANGER TYPE) CHANGE JOiST BEARING I LOCATION tr- 2x1216"0 `BEAM BEARING ON BEAM COLUMN FROM ABOVE TERMINATING ON BEAM COLUMN FROM ABOVE AND CONTINUE BELOW BUILDING ELEVATION MARK REVISION CLOUD INDICATING A REVISED ITEM J()IST EXTENT LINE Structural Symbols For Framing Flans STANDARD ABBREVIATIONS A FF. - ABOVE FINISH FLOOR ABV - ABOVE ADD'L - -ADDITIONAL ADJ -ADJUSTABLE ALT - ALTERNATE A.C.I. - AMERICAN CONCRETE INSTITUTE A.P.A. AMERICAN PLYWOOD ASSOC. A.B. - ANCHOR BOLT ARCH - ARCHITECT BM - BEAM BLW - BELOW BRG - BEARING B/W - BETWEEN BLKG - BLOCKING BLDG - BUILDING C.F. - CUSTOM FABRICATED CJ.P. - CAST -1N -PLACE CLR - CLEAR CANT'L - CANTILEVERED COL - COLUMN CONN - CONNECTION CONC-CONCRETE C.M.U. - CONCRETE MASONRY UNIT CONST - CONSTRUCTION CONT - CONTINUOUS CONTR - CONTRACTOR COMP -COMPACTED CJ. - CONTROL JOINT DL- DEAD LOAD EA - EACH EL - ELEVATION EMB - EMBED OR EMBEDMENT EQ -EQUAL (E) - EXISTING EXP - EXPANSION EXT - EXTERIOR FLG - FLANGE FTG - FOOTING END - FOUNDATION GA - GAUGE/GAGE GALV - GALVANIZED GL- GLUE -LAMINATED MEMBER H.A.S. - HEADED ANCHOR STUD HT - HEIGHT HORIZ - HORIZONTAL HSS - HOLLOW STRUCTURAL STEEL IBC - INTN'L BUILDING CODE IRC - INTN'L RESIDENTIAL CODE INT - INTERIOR ISO - ISOLATION JT - JOINT JST - JOIST K.SJ. - KIPS PER SQUARE INCH K -KING LL - LIVE LOAD LLH - LONG LEG HORIZONTAL LLV - LONG LEG VERTICAL LONGIT - LONGITUDINAL LVL- LAMINATED VENEER LUMBER MFR - MANUFACTURER M.O. -MASONRY OPENING MAT' L - MATERIAL MAX - MAXIMUM MECH - MECHANICAL MTL - METAL MISC - MISCELLANEOUS MIN - MINIMUM N T.S - NOT TO SCALE OPNG - OPENING O.C. - ON -CENTER O F. - OVER FRAMING OSB - ORIENTED STRAND BOARD P.A.F. - POWDER -ACTUATED FASTENER PEN - PENETRATION PERP - PERPENDICULAR PL - PLATE PLWD - PLYWOOD PLY - PLY P.T. - PRESSURE TREATED R - RADIUS RE: - REFER TO REINF - REINFORCING RQD - REQUIRED S.E.R. - STRUCTURAL ENGINEER OF RECORD SHTG - SHEATHING SHT - SHEET SIM - SIMILAR S.O.G. - SLAB ON GRADE SL - SNOW LOAD SP - SPACE (ING) SPECS - SPECIFICATIONS STD - STANDARD STL - STEFI STRUM' - STRUCTURAL SYM - SYMMETRICAL T - TOP T.O. - TOP OF T.E.H. - TYPICAL EXTERIOR HEADER T.I.H. - TYPICAL INTERIOR HEADER T.M. - TOP OF MASONRY T.P. - TOP PLATE T&B - TOP AND BOTTOM T&G - TONGUE AND GROOVE TRANS -TRANSVERSE TYP - TYPICAL U.N.O. - UNLESS NOTED OTHERWISE VERT - VERTICAL - VERIFY IN FIELD WT - WEIGHT WWF - WELDED WIRE FABRIC W/ - WiTH WD - WOOD Rakowski -Millard STRUCTURAL DESIGN, LLC 580 Main Street, Suite 310 Carbondale, CO 81623 Phone/Fax (970) 963-9643 Dale 06-03-11 Issue Frotiress Review Set 06-16-11 building Ferrnit Set RARDOT RES c� Lot 9 Ranch at The Roaring Fork Garfield County, Colorado Date Revision Dwn By: A.J.K. Dsgn By: A.J.K./:.--,.E.M. Ckd By: M.J.T. Apprvd: Project Number Girardar Drawing Title: General Notes & Specifications Sheet 1 of 6 s.1 • 11" 3'-0" 3-O" 8" 7-11" J T. wall = 98'-10" T. footing = 97-4" T. wall =100'-0' r J T. footing = 97-4" T. wall = T. footing = 97-4" 13'-11/2" T. slab 99`-6" 4" conc slab w/ #4 015" ea way Ler 4" compacted ,1ra�el. ee neri 1 notes. 3'-2" T. wall = 100'-0" T. footing = 97-4" 5" concrete w'aIt typical u.n.o. 1,5" concrete footiiki typical um.o. 10'-2 1/2" L r) sim T. slab 99'--10" r - T. T. wall = 100'-O" T. footing = 97-4" T. ledge = 99'-4" v�4 sw P 12 1/2" T. ledge = 99'-4" I T. wall = 100'-O" T. footing = 97-4" L__ 2 3/4" T. slab 100'-0" Twall = 99'-4" 15'-61/2" T. slab 100'-0" c., Foundation Plan 1/4" = 1'-0" (\r 18" typ T. ftg = 99'-4" typ int pads I ill T. Ledge = 99'-4" r-- 1 U 1 c=, I 6, Lc) r; 5) 71- A T. wall = 100'-O" T. footing = 97-4" T. ledge = 99'-4" 2 1/," i0'-6 1/4" T. wall =100'-0" �y P� T footing = 97-4" 1 T. ftg = 99'-4" —J typ int pads 11" 9'-4" ii1/4* T slab 100-0" 13'-10 3/4" L 4" cone slab w/ #4 01 18" e: way over 4" compacted gravel. See general notes. T. ledge = 99'-4" 20'-0" 55'-11" 33/41 11'-11/2" 10-2 3/4" 4 3/4" typ '-91/2" 22'-11" T. footing = 97-4" "iT 10'-111/2" 9"-2" 2'-0 7/8" • 71- • • ©pPi/1 d te 5at)s , e o,' -- s peq/ui . 500e" F114. Footing Pad Schedule 7'-0" Size Depth Reinforcing AQ 2-0" x 2'-0" 12" 3-#4 EA, WAY 0 2'-G" x 2'-G" 12" 444 EA. WAY CO. 1'-6" / 3'-0" / 3_#5 EA. WAY 22'-O" / 16-4" / 2'-11" / 2'-8" / / / 3'-0" 3-O" 8" 7-11" J T. wall = 98'-10" T. footing = 97-4" T. wall =100'-0' r J T. footing = 97-4" T. wall = T. footing = 97-4" 13'-11/2" T. slab 99`-6" 4" conc slab w/ #4 015" ea way Ler 4" compacted ,1ra�el. ee neri 1 notes. 3'-2" T. wall = 100'-0" T. footing = 97-4" 5" concrete w'aIt typical u.n.o. 1,5" concrete footiiki typical um.o. 10'-2 1/2" L r) sim T. slab 99'--10" r - T. T. wall = 100'-O" T. footing = 97-4" T. ledge = 99'-4" v�4 sw P 12 1/2" T. ledge = 99'-4" I T. wall = 100'-O" T. footing = 97-4" L__ 2 3/4" T. slab 100'-0" Twall = 99'-4" 15'-61/2" T. slab 100'-0" c., Foundation Plan 1/4" = 1'-0" (\r 18" typ T. ftg = 99'-4" typ int pads I ill T. Ledge = 99'-4" r-- 1 U 1 c=, I 6, Lc) r; 5) 71- A T. wall = 100'-O" T. footing = 97-4" T. ledge = 99'-4" 2 1/," i0'-6 1/4" T. wall =100'-0" �y P� T footing = 97-4" 1 T. ftg = 99'-4" —J typ int pads 11" 9'-4" ii1/4* T slab 100-0" 13'-10 3/4" L 4" cone slab w/ #4 01 18" e: way over 4" compacted gravel. See general notes. T. ledge = 99'-4" 20'-0" 55'-11" 33/41 11'-11/2" 10-2 3/4" 4 3/4" typ '-91/2" 22'-11" T. footing = 97-4" "iT 10'-111/2" 9"-2" 2'-0 7/8" • 71- • • ©pPi/1 d te 5at)s , e o,' -- s peq/ui . 500e" F114. Footing Pad Schedule Mark Size Depth Reinforcing AQ 2-0" x 2'-0" 12" 3-#4 EA, WAY 0 2'-G" x 2'-G" 12" 444 EA. WAY CO. 3'-0" x 3'-0" 12" 3_#5 EA. WAY r 9; /2, 7 7 Flan Notes: 1. All dimensions and elevations shall he verified against the architectural drawings and any discrepancies shall be brought to the attention of the architect, 2. All exterior bottom of footings and pads shall he 36" below finish grade or to undisturbed natural soil, whichever is lower. 3. 'Refer to soils report by HP Geotech, Inc. job number 108 323A, dated January 22, 2009, for soil conditions and recommendations. 4. Thickened slab footings (re: section 6/55) are typically located under bearing walls as required. See architectural drawings for necessary dimensions . Thickened footings shall extend 12" beyond the ends of supporting walls, typical u.n.o. Rakowski -Millard STRUCTURAL DESIGN, LLC 580 Main Street, Suite 310 Carbondale, CO 81623 Phone/Fax (970) 963-9643 Date Issue OS -03--11 Progress Review Set 06-16-11 Building Permit Set w U Z w D RARDOT RES c� Lot 9 - Ranch at The Roaring Fork -o 0 0 U 0 0 Date Revision Own By: A.J.R. Dsgn fly: A.J.R./S.E.M. Ckd By: M.J.T. Apprvd: Project Number Girardot Drawing Title: Foundation Plan Sheet 2 of 6 S•2 - 14" L \ L provide hlkn at 1/3 points 16"T.II/210 2 x 12 24" w/ L55U210 E 2x12024" w/ L55U210 ladder framing see note ll —\ ti ti -=x 1_11: v rd, break bins center of column R., 11HU5550/10 t J - � t Fr E\ILI5206/1155 n 01.5"OA. - a 1/2" LVL 3-117/:"LtL • 1178"TA/ 210 see note 4 - L +lywood 111'-0" . . L' -1 r .11'i 2 x 6 flu 115" 0.C. posts are canted see arch typ 0 cowered porch non etruct post below r� 16" 0 . W12x30 w/ 11/2" wd pl G a 45 ! \IU52.06/1t88 4a +s see note 7 Nu ea end open to below te.h te.h. h. 117/6"T, HIM 11 7/5" LVL H1111 Lr:U=k0-_ LrrlCk` 2x12 0 16" D.G. J 7; ladder framing see note 11 2-2x12w/ L55U210-2 te.h ladder framing see note 11 radiused (edger see note 6 & 2/56 cr provide blkg 0 1/3 pointe 4 - 117/5" LVL .ift e 4 - 7 V4" LVL below see sec 1/56 omit wd pl 0 wall opng see arch for location 2 x 8 or 71/4" L5L wall framing RE: 1/56 Upper Level Floor and Lower Roof Framing Plan 1/4" = 1'-0" t.i.h. tt 16" Jr. O A �IU52.06/11.58 es R 3 t. ... 117/5"TII/210 2 - 11 7/5" LVL MA„ T. plywood 111'-0" ▪ 10" 04:. _-117/5" LVLCOM' _-.•311 Cx ledger:'ee MCI; e.h. 1- a T. Idy _‘lopes 1.rf. 6 x 4 H.T. Irvin r.c.11. _ 2 x 6 01' 1,3" O.C. tapered to min .iepth = S 1/2"w/ LLIS2 i x 6 H.T 111111 non-etruct poet below H.T. beam to col conn (note 9) deck ie assumed to be constructed wl wood sleepers and a trex type wearing surface synN 51 1. te.lt on this sheet only denotes typical exterior header = 3 - 2 x 8 with 1/2" plywood filler. 2. t.i.h. on this sheet only denotes typical interior header = 2 - 2 x 10 with 1/2" plywood filler. 3. All multi -ply LVL's and dimensional lumber shall be joined w/ 3 - 16d nails 0 12" o.e. u.no. 4. Faeten roof joist to side of each vertical (16" o.c.) etud with a minimum of 4 - 16d nails and Mock below rafter to plate. 5. Floor design le basin on standard uniform loading and no concrete topping. 6. Fasten radiueed 2 - 3/4" plywood ledger to each vertical (16" ac.) stud with 3 - LL357 wood screws. Min edge distance 0 stud = 3/4". 7. Isolated pack -out of steel beam is required for acceptance of beam hanger as shown. Packout 4'-0" section at centerline of perpenducular beam, min 2 - bolts each side. Refer to Detail 11/55 for reference. 5. Beam lo placed up into wall system, bottom of beam is flush with bottom of floor joists. 9. Fasten 6 x 3 H.t to 6 x 6 column w/ 2 - LO0010 wood screws. 10. Fasten 2x ledger to rim or each vertical (16" o.c.) stud w/ 3 - 16d nails 0 16" ac. 11. Ladder framing at gable ends is required - use 1- 2 x 6 0 24" oa eackspan distance equals 1: 1 min Fasten 2 x 6 to 2 - 2 x 12 or LVL with 3 - 16d nails and to top plate with 2 - 16d toe -nails and solid blocking between. eiec etch( gem/k in Afr/ZCvil 15 9-e? Wed Ca' e- t bt ?eat vyt 6 &/e u-' 1 414..r 1 4ppjCo1/A" 1 ( 5 l?.rlaiteol a✓ C/Fu'7Al Ik speoh 4 CC ` '/o �a /6, /9, z Z-76 Rakowski -Millard STRUCTURAL DESIGN, LLC 580 Main Street, Suite 310 Carbondale, CO 81623 Phone/Fax (970) 963-9643 Date Issue 06-03-11 Progress Review Set 06-16-11 Building Permit Set RARDOT RES 0 Lot 9 - Ranch at The Roaring Fork 0 0 c 0 0 ADate Revision Dwn By: A.J,R. Dsgn By: A.J.R./S.E.M. Ckd By: M.J.T. Apprvd: Project Number Girardot Drawing Title: Upper Level Floor and Lower Roof Framing Plan Sheet 3 of 6 S•3 ladder flaming see note 4 3-�1/4" LVL 2 x 12 w/ LSSU210 LS:31_1210 2\12 at 24" 0.C. V 2 - : x12 f1 r� m 2x12w LSSU21O ILS5u210-2 24" 0.C. .l. .4" 0 2 x 12 w/ L55U210 t.e.h. ( ladder framing see note 4 1 lJ A 2 -11 7143" LVL 0' 24" LI.C. /,. ladder framing see note 4 Aq( Upper Roof Framing Plan t ladder framiru3 see note 4 - 11 I/4" L1 L cont 2 - _ i".1n 2x12 f J J is J rJ 47 r.J x12 ,4" 0.L. 1 1/4" Lbt ladder framing see note 4 rran Nctee: 1. t.e.h. on this sheet only denotes typical exterior header = 3 - 2 x 8 with 1/2" plywood fillet 2. AH multi -ply LVL's and dimensional lumber shall he joined w/ 3 -16d nails al 12" o.c. u.n.o. 3. Shaded areas indicate areas of overframing using 2 x 8 rafters placed parallel to framing below see 18/45. 4. ladder framing at gable ends is required - use 1- 2 x 6 0 24" o.c. 6ackspan distance equals 1: 1 min. Fasten 2 x 6 to 2 x 12 with 3 - 164 nails and to top plate with 2 - 1661 toe -nails and solid blocking hettween. 5. build 2 x 6 r 16" o.c. pony wall up to under side of roof joists. Rakowski -Millard STRUCTURAL DESIGN, LLC 580 Main Street, Suite 310 Carbondale, CO 81623 Phone/Fax (970) 963-9643 Date Issue 00-03-11 Progreso Review Set OS -10-11 Building Permit Set w 0 Z W 0 RARDOT RES c� Lot 9 - Ranch at The Roaring Fork - 0 0 0 U 4-. z 0 U as Date Revision Dwn By: A.J.R. Dsgn By: AJ.R./S.E.M. Ckd By: M.J.T. Apprvd: Project Number Girarc1ot Drawing Title: Upper Roof Framing Plan Sheet 4 of 6 S•4 MATCH SIZE & SP OF HORIZ WALL REINF ALT DIRECTION AS SHOWN WALL REINF (SEE WALL SECTIONS) Typical Corner & intersection Reinforcing ^Z/,r� 11 = 1!_0" 3/4" T. WALL SEE PLAN o z sss -IT. WALL CONDITION VARIES MINIMUM FROST DEPTH #5@18" 0.C. EACH WAY FOUNDATION DRAIN IF REQUIRED BY SOILS ENGINEER T. FOOTING SEE PLAN SEE PLAN. iI 12 - #5 CONT TOP & BOT #4 DOWELS 30" @ 18" O.C. Alternate 6" Hook Direction 2 - #5 LONGIT CONTINUOUS — 3" CLR. SEE PLAN Typical Low Foundation Wall • 0 FTG SHALL BEAR ON UNDISTURBED NATURAL SOIL PER SOILS ENGINEER t 3/4" = 11_0" Auk T. WALL/SLAB SEE PLAN Aikk T. LEDGE SEE PLAN l SEE GENERAL NOTES FOR SLAB & REINF v -v -v -v-v -v, n . n. FOR FTG, WALL & REINF SEE DETAIL 2/S5 Ali T. FOOTING SEE PLAN SEE PLAN 2 1/2" Exterior Foundation ation Wall 51aL7 3/4" = 1'_0"I TREATED SILL PLATE W/ 1/2"0 ANCHOR BOLTS @ 4'-O" O.C. (TYP U.N.A.),$ T. WALL SEE PLAN FOR FTG, WALL & RE1NF SEE DETAIL 2/S5 AuT. FOOTING SEE PLAN BOND BREAK SEE GEN NOTES FOR SLAB & REINF vv •v tv •v v `v - pn"tea pa na �'a"nn SEE 4 PLAN 1 1'"lil III Exterior Foundation Wall iT Garage 51a17 T. SLAB odah SEE PLAN SEE GENERAL NOTES FOR SLAB & REINF 314" _ 11_0" AL T. SLAB SEE PLAN (NJ ti abik T. WALL SEE PLAN #5 CONT @ NOSE 1 FOR FTG, WALL & REINF SEE DETAIL 2/S5 T. FOOTING yr SEE PLAN v •v v •v v .v �.ti De Ao Qe tln Dn Aa D •_• V • v • v • O • V • V V 11 III SEE PLAN SEE GENERAL NOTES FOR SLAB & REINF 30" #4 DOWELS @ 18" o.C. 18"" Ext Foundation Wall/ S1a1' Garage Poors M 3/4" = 11011" 4" 8" • WALL ABOVE CONT. TREATED PLATE 1 - P.A.F. @ 16" O.C. 450 FTG SHALL BEAR ON UNDISTURBED NATURAL SOIL PER SOILS ENGINEER 3" CLR SEE PLAN MOnolothic Slab Footing At Wall SEE GEN NOTES FOR SLAB AND REINF 2 -#5 CONT. 3/4j1 = 1'_0" PROVIDE FELT BOND BREAK AROUND COL BASE PLATE SEE 19/S5 T. SLAB SEE PLAN STL COL SEE PLAN SEE GEN NOTES FOR SLAB & REINF n 1ti e`L' ne Da 11e �e do ,,,z U J CL A n FTG SHALL BEAR ON UNDISTURBED NATURAL SOIL PER SOILS ENGINEER 3" CLR SEE PLAN Steel Column LLT Concrete Pad & SEA, 3/4"= 8"0 CONC PIER SEE PLAN FOR FTG & REINF T. PIER SEE PLAN T. FOOTING SEE PLAN BOND BREAK CSEE PLAN FOR PAD REINF BUILT-UP WOOD COL SEE PLAN FOR SIZE POST BASE SEE PLAN W/ 5/8"0 EPDXY ANCHOR EMB = 6" SEE GENERAL NOTES / FOR SLAB & REINF /� riLLI z W J v U o II v v e• � e n. FTG SHALL BEAR ON UNDISTURBED NATURAL SOIL PER SOILS ENGINEER r 1 1/2" CLR /� SEE PLAN Concrete Fier c " Footing Fad And Sial' 3/4" = 11-0" ABU66 POST BASE SEE PLAN W/ 5/8"0 EPDXY ANCHOR EMB = 6" T. PIER - L4 - #4 DOWELS w/ 9 GA WIRE 6„ TIES _�— COL SEE PLAN FOR SIZE to a 0 cc "L z • .II . 11 BEAR ON NATURAL 1 1/2" CLR A 1111 -- 6410 A II 4 UNDISTURBED SOIL „k SEE PLAN Concrete Fier Footing P'aLTI 5/8"" e THRU-BOLTS @ 18" O.C. PACKOUT TO BE CONT. SOLID SAWN OR BUILT-UP WOOD (ALTERNATE PACKOUTS SHOWN EA. SIDE OF BEAM ) Typical Wood Packout Stee 1 1/2" = 1,_011 BM & BUCKET BEYOND SHOWN SHADED FOR CLARITY 4 T. BM SEE PLAN 5 1/2" STIFFENER PL EA —' SIDE, MATCH BM WEB THICKNESS MIN 1/4 V STL COL SEE PLAN 1/4 fr STL BM 1 1/2" SEE PLAN 1/2 DEPTH ALIGN WOOD & EDGE OF FLANGE 16d NAIL @ 24" O.C. II■ EXTERIOR 8d NAIL @ 12" O.C. FRM'G NOT @ PANEL EDGE INSIDE CORNER DETAIL 16d NAIL @ 24" O.C. 8d NAIL @ 6" O.C. (ALL PANEL EDGES) Beams 11 Typical Framing Wall Corners WD PL SEE 10/S5 SIM 1/4" WELDED W/ 1/2"0 PL: 1/2" x 7" x FLG WIDTH W/ 2 - 3/4"0 WELDED THREADED STUDS 2 1/2" PL TYP BOLTS 1 1/2" BM SEE PLAN FOR SIZE 3/16 TYP SECTION A Stl Seam Bearing On 5t1 Col wi Stl'ucket 1" = 11-0" WD PL SEE 10/55 $ T. BM SEE PLAN 3/4" =11-011 GYPSUM BOARD INTERIOR r11ii ill! ►Fl �i�I�-rl■ .r: u_, sa.a.. �� rsss-sw.•es:+,+seri. WOOD STRUCTURAL PANEL OUTSIDE CORNER DETAIL PROVIDE 9/64"e x 2" LOW VELOCITY POWDER DRIVEN NAIL @ 12" o.c. EACH SIDE SHEATHING -SEE GENERAL NOTES HSS COLUMN SEE PLAN 2x's EACH SIDE OF HSS COLUMN 12 Typical HSS Column In Stud Wall (Flan View) STIFFENER PL EA SIDE, MATCH BM WEB THICKNESS MIN PL: 1/2" x 7" x FLG WIDTH W/ 2 - 3/4"0 WELDED THREADED STUDS [di Steel Beam Bearing on Steel Column opat de. So r 3 l•epoo+ Rgwrred irr Fae4-04 Spec,firm 3oo0 p5 6 - #5 DOWELS x FULL HEIGHT w/ #3 TIES @ 10" O.C. 2-#3 TIES @TOP 6" T. FTG 3/4"= 11-0" FLANGE WIDTHS 5 3/4" OR LESS 1 1/2" U.N.O. FLANGE WIDTHS 6" & GREATER 1 1/4" 8d NAIL @ 6" O.C. PENETRATE WOOD PLATE 1 1/2" 9/64"e LOW VELOCITY POWDER DRIVEN NAILS @ 6" O.C. OR 1/2"o THRU-BOLTS @ 24" O.C. (STAGGER SIDE-TO-SIDE) 8d NAIL @ 4" O.C. (STAGGER) PENETRATE WOOD PLATE 1 1/2" 9/64"s LOW VELOCITY POWDER DRIVEN NAILS @ 4" O.C. OR 1/2"o THRU-BOLTS @ 18" O.C. (STAGGER SIDE-TO-SIDE) NOTES: 1. WOOD PLATES TO BE DOUG -FIR #1 FREE OF TWIST OF WARP. RIP PLATES TO MATCH FLG U.N.O. 2. COORDINATE SHEATHING ATTACHMENT WITH SHEATHING NOTES. Tyr, Wood Flate - To - Steel Eea m Flange Attachment n 1 1/21"= WOOD BEAM SEE PLAN FOR TYPE & SIZE 5 / 1/2" EQ//EQ STL COL SEE PLAN SADDLE: 1/4" SIDE PLATES, 3/8" BOTTOM PLATE, 1/2"0 THRU BOLTS 1/41" STL COL SEE PLAN Woos beam Fearing On Steel Column 1 1/211 = 1'-0"I 2x8 OVERFRAME RAFTERS 2x BLOCKING ALTERNATE RAFTERS W/ POST SPACING SUPPORTING RAFTER OR TRUSS 16 2x4 SCAB BLOCK 2x6 COL UNDER RAFTER 4'-0" MAX O.C. 1 2x6 DISTRUBUTION PLATE NOTE: OVERFRAMING SHALL BE CONSTRUCTED SUCH THAT THE LOAD FROM THE UPPER RAFTERS IS DISTRIBUTED UNIFORMLY TO THE LOWER RAFTERS OR TRUSSES WITH A POST SPACING THAT DOES NOT EXCEED A 2 FT x 4 FT GRID. STAGGER POSTS FROM ONE RAFTER TO THE NEXT. 13 Roof Overframe Detail (Fr1ie1 To Rafters) 3/4" = 11_0" ROOF SHTG - SEE GEN NOTES ROOF JSTS - SEE PLAN FOR SIZE & SPA BM - SEE PLAN FOR MIN SIZE MIN 2 -TLOK WOOD SCREWS, EMBED DEPTH = 2" MIN 3/4" = 11-0," 4 - 5/8"0 A307 THREADED ROD FASTEN W/ SET EPDXY 6" MIN EMB 4 1/2" 4 1/2" 1/4 TYP TUBE STEEL COLUMN SEE PLAN FOR SIZE 14 1: 'ase Flate Geta i l 'A' 1/2"0 THRU BOLT PL: 1/4" EA SIDE W/ 1/2"0 THRU BOLT COL - SEE PLAN FOR SIZE 1 1/4" 1 1/4" 11 MIN *- EQ EQ Column To I3eam Connection Porch 1 1/2"_ 1'-011 15 1 1/2" = 1'-0ll T. PIER FLATE 'A' @ 3/4" x 9" x 0"-9" 18 BUILDER TO VERIFY PL DIA RQD FOR SPIRAL STAIR CONN SPIRAL STAIR & SUPPORT COL BY STAIR MFR MIN FROST DEPT 3/16 SEE PLAN FOR FTG & REINF BEAR ON NATURAL UNDISTURBED SOIL 1 1/2" CLR e r 0 I Ir PL 1/2" W/ 4 - 1/2"0 W.A.S. e1111 w rr 19 4 - #5 DOWELS x FULL HEIGHT w/ #3 TIES @ 10" O.C. 7 1 /2" 2- #3 TIES @TOP T. FTG m Concrete Mer Footing Fad 3/4 11= 11-0" 20 Rakowski -Millard STRUCTURAL DESIGN, LLC 580 Main Street, Suite 310 Carbondale, CO 81623 Phone/Fax (970) 963-9643 Date Issue 06-03-11 Progress Review t.=,et 06-16-11 building Permit Set RARDOT RESIDENCE c� Lot 9 - Ranch at The Roaring Fork 0 0 O 0 .; Q 0 a) as Date Revision Own By: A.J.R. Dsgn By: A.J.I./SE.M. Ckd By: M.J.T. Apprvd: Project Number Girardot Drawing Title: Sections and Details Sheet 5 of 6 S •5 T. PLATE V.W.A. T. PLYWD 111'-0" T. SLAB 100'-O" T. PLATE V.W.A. T. PLYWD 11 1'-0" BEGIN STUD LAYOUT AT GRID 5 SHTG SEE - GEN NOTES ROOF JOISTS - SEE PLAN FOR TYPE & SPACING 2 x 8 STUD WALL U.N.O. DBL TOP PLATE /2" INT WALL LINE BEYOND 0-007•21 ,„ t k\J LVL BM SEE PLAN r. J N. 2r-71/4" N. 1'-4" 1'-4„ 1'-4" 1-4" 1._4" 1,_ .1 �, 1'-4" 1,_4" I / Fir-:). / LVL BM SEE PLAN COL SEE PLAN 1'-4" 1'-4" 1,-5" 2 x 6 STUD WALL U.N.O. BEGIN STUD 12'-e" Framing Layout South Wall vric-i H 1.55E TIMBERSTRAND LSL STUDS @ 1 6" O.C. 1/2"= 11-c " LAYOUT AT GRID 5 1'-o" 5 1/'` SHTG SEE - GEN NOTES N Cr) ROOF JOISTS - SEE PLAN FOR TYPE & SPACING 17. rly Tr. ( RADIUSED LEDGER SEE PLAN NOTE 6 ON SHT S3 FOR ADD'L INFO SEE ARCH PLANS FOR OPENING ZrJ �ci 1 Caf 0 er 1'-0" 1'-31/4" P-4" 1'-4" 1'-4" 1'-4" 1'-4" 1'-4" 1'-4" 1'-4" 1'-4" 1'-4" / Framing Layout For la cliused Leger Grid E 1-4" 1/2„_ 11-0f, 1'-4" 1'-4" 1'-4 3/4" T.E.H. HDR, TRIMMER AND KING STUDS NOT SHOWN FOR CLARITY 1 6d NAILS STAGGERED @ 1 6" LVL BEAM SEE PLAN LVL TOP & BOT 13uilt-Lip beam Connections FASTEN PLIES TOGETHER W/ 3 - 1 6D NAILS @ 12" 1 1/2"= 1f -O" Rakowski -Millard STRUCTURAL DESIGN, LLC 580 Main Street, Suite 310 Carbondale, CO 81623 Phone/Fax (970) 963-9643 Date Issue Oe -03-11 Frogress Review Set 00-13-11 Duildiry Fermit Set RARDOT RES Lot 9 - Ranch at The Roaring Fork 0 0 0 U 0 U a) r«5 Date Revision Dwn By: A.Ec./S. Dsgn By: A.J.J.R. E.M. Ckd By: M.J.T. Apprvd: Project Number Gir r1Ot Drawing Title: Sections and Details Sheet 6 of 6 S•6 A/C HANDLI N6 UNIT 7 GARAGE 21 `fo" X 22'4" I' COVERED PORCH Ilk MECH 114 TRASH TRASH '1' GPI &PI ART L &HTINS TBD 6FI AIL.] TCH IO' -3" X II' 5" VAUL �• s x'"06 (� &P1 9 a 0 REAT ROO IOq I4'-0" X 14'_41" VAULTED STUDY 108 FLAT CEILING AT la -0" • I3'-3" X I4"-3 FLAT GEILIN& AT IO -O" I� ELECTRICAL LEGEND 0 IQ ELECTRICAL OUTLET- DUPLEX RECCVLED CEILING INCANDESCENT - 110V OR 120V .. It ELECTRICAL OUTLET- QUAD REC CZCD DIRECTIONAL LIGHT FIXTURE SURFACE MOUNTED CEILING INCANDESCENT FIXTURE OP ELECTRICAL OUTLET HALF -SWITCHED O 18" U.N.O. Q WALL MOUNTED INCANDESCENT LIGHT FIXTURE I) ori &F1 DUPLEX OUTLET AT 42" UNLESS NOTED •Q LOW VOLTAGE DOWNLIGHT 0220 ELECTRICAL OUTLET- HIGH VOLTAGE ® WATERPROOFED 1,OWNLI6HT- 0 ALL SHOWED ;1; ELECTRICAL OUTLET- UNDER COUNTER l< WALL MOUNTED FLOOD ;E; ELECTRICAL FLOOR OUTLET SURFACED MOUNTED WALL SCONCE $ WALL SWITCH- SILENT TYPE U.N.O. 1? >< SURFACE MOUNTED FLUORESCENT LIGHT $d DIMMER SWITCH k. v-1 UNDER CABINET LIGHTING $ 3 ',J -WAY SWITCH 999 9 SURFACE MOUNTED VANITY LIGHT $ 4 4-1,NAY SWITCH RECESSED WALL LIGHT $3d 9-1^4AY DIMMER SWITCH f HEAT LAMP ♦ TELEPHONE JACK © JUNCTION BOX VII DOUBLE TELEPHONE ,JACK y EXHAUST FAN ® CABLE TV OUTLET PANEL BOARD OR LOAD CENTER HB HOSE BIB r• I THERMOSTAT I4 -F6 FUEL 6A5 BIB • ep SMOKE DETECTOR I- -cW GOLD WATER FOR ICE MAKER f PHOTOCELL fx KEY VALVE OR SWITCH M INTERCOM [' PUSH BUTTON I CEILING FAN I 0 Ck DOOR BELL CHIMES 4 CTS 73 © e-1e.,47ta c t 444'1 4 i ,- I -4/U4-col r -ca" Lt. tR 5 p imp STAIRCASE ENTRY LEVEL ELECTRICAL PLAN 1/4" = 1'-O" LIVABLE SPACE = 2,007 SQ FEET COVERED PORCH = ISO SQ FEET GARAGE/MECHANICAL = 539 SQ FEET 0 L) 0 •1 •,rrm'' CCS 0 H C1.5 C.1 VIItall :1IIIT RE 1111Wil Issued Date aconrardy@msn.com 00 N 00 i co CN `JJ P4 s__, . c!, a-+ cI7 VV p pa,Q n • ;;;t t ! I.II Ll 06FI BEDROOM 4 d LOW HEAD HEIGHT IN CLOSET (DOWN TO 4'-0") 1 MECH/STORAGE 201 CLOSET ,la I, I 1202 LOW HEAD HEIGHT IN CLOSETS (DOM TO ELECTRICAL LEGEND 0 RECESSED CEILING INCANDESCENT - IIOV OR I20V 4 ELEGTRIGAL OUTLE'T'— DUPLEX ® Ittt ELECTRICAL OUTLET— QUAD RECE.:f. D DIRECTIONAL LIGHT FIXTURE SURFACE MOUNTED CEILING INCANDESCENT FIXTURE • ELECTRICAL OUTLET HALF -SWITCHED O I6" U.N.O. 9 WALL MOUNTED INCANDESCENT LIGHT FIXTURE 0 del 6FI DUPLEX OUTLET AT 4V UNLESS NOTED Q LOW VOLTAGE DOWNLIGHT 0220 ELECTRICAL OUTLET- HIGH VOLTAGE 0 WATERPROOFED DOWNLI6HT- 0 ALL SHOVERS A. ELECTRICAL OUTLET— UNDER COUNTER KJ WALL MOUNTED FLOOD Ci ELECTRICAL FLOOR OUTLET 4- SURFACED MOUNTED WALL SCONCE $ WALL SWITCH- 5ILENT TYPE U.N.O. >71111.4111 DACE MOUNTED FLUORESCENT LIGHT $,d DIMMER SWITCH Le -v-1 UNDER CABINET LIGHTING $ 3 3 -WAY SWITCH 9 4 4 4 SURFACE MOUNTED VANITY LIc5HT $ 4 4-1NAY SWITCH ,71, RECESSED WALL LI5HT $Sd 3 -WAY DIMMER SWITCH • HEAT LAMP 7 SNE JACK 0 JUNCTION BOX VY DOUBLE TELEPHONE JACK 0 EXHAUST FAN 8 CABLE TV OUTLET fl PANEL BOARD OR LOAD CENTER I--II-He HOSE BIB THERMOSTAT EI"6 FUEL GA5 BIB • 9D SMOKE DETECTOR F -+G$4 COLD WATER FOR ICE MAKER a PHOTOCELL +g KEY VALVE OR SWITCH ® INTERCOM I] PUSH BUTTON 41/4 1 I CEILIN6 FAN 1 0 Cd+ DOOR SELL CHIMES Del BEDROOM 205 15'-0" X 16'-0" VAULTED \I DECK SPIRAL STArRGASE UPPER LEVEL ELECTRICAL PLAN 1/4" =1"-0" LIVABLE SPACE = 1,260 SQ FEET DECD = 183 SQ FEET 0 ccs 0 0 U 4ad 0 u 40 �l�� ANCOii r u Issued Date c,y aconrardy@msn. 00 IL 0 CN W LCD LCD CN 4--) CN CO 0 . 0 0 0-4 ci 0 •� • cci 72, • C!p 0-4 00 f30' 04 0 O moi' a ▪ yrs _II ., N M 4-1 fiy) FOUND YELLOW PLASTIC CAP P.L.S. NO. 1570 ELEVATION =1001.16' Surrey Street WATER VALVE rf FIRE HYDRA EDGE OF \PAVEMENT / tv MAILBOX FOUND YELLOW PLASTIC GAP P.L.S. NO. 1570 ELEV. =1001.85' 1 � EDGE OF DRIVEWAY SET ALUMINUM GAP P.E. PL.S. NO. 28036 ELEVATION 1002.79 2% CR055 NAPE Lot 9 0.231 aa. +i - EDGE OF GARDEN a erose slope F .51, 4„././ I'p F1NG(F Lot 8 1 1 1 1 1 • 02.96 3 W1DE FLAGSTONE PATH SET ON 4' COMPACTED RQADBASE METAL FENCE POST FOUND YELLOW PLASTID CAP P.L.S. NO15710 ELEVATION = 998.45' 1 U 02.00 fa. � ui II E 1 VI NI 1 I t 02.001 1 `moi iB5 02.10 1 -\ • • 02.96 02964 0 RESIDENCE ARCHftEGTURAL ELEVATION 10C-0' = SITE ELEVATION 1003.00 L - \C al - OIL \I aI \ HP 0250 • 1 5 02.60 \ DECK ABOVE \ \ 0296 68 5 0296 0296 \ 02.70 BW 02.54 • BW 02.59 04.0 W 02.00 Lot 10 FOUND N0.5 REBAR BW 0159` S5-745OO.,`\ 18" HT SEAWALL 30' HT. WALL FROM OUTSIDE STONE TO MATH HOUSE TRENCH DRAIN AT BASE OF WALL \ GRADING LEGEND Ccpy,¢n 5iTE54C fh ci w:a,1139' B.M. BENCH MARK FLOODROUTE 4 EXISTING SPOT ELEVATION 50.00 • PROPOSED SPOT ELEVATION 56.50 PROPOSED SPOT ELEVATION EQUALS EXISTING SPOT ELEVATION E)(ISTING CONTOUR ©• 6550 76 PROPOSED CONTOUR SWALE DIRECTION OF FLOW T.G. TOP OF CURB 0 GRADING PLAN GENERAL NOTES CARBO 511ESPE£ Ho1>baak %kilo, r 1931 TOPOGRAPHIC INFORMATION COMRLED BY PLANS PREPARED BY. TITLED: BATED: BENCH MARK LOCATED: 1.CONTRACTORSHALL VERIFY GRADES AND NOTIFY CONSULTANT OFANY DISCREPANCIES. B.C. T.W. BOTTOM OF CURB TOP OF WALL B.W. BOTTOM OF WALL G.B. CATCH BASIN (RIM) A.D. AREA DRAIN (RIM) M.H. MANHOLE (TOP) T.F. TOP OF FOOTING INV. INVERT (FLOW UNE) T.S. TOP OF STEP B.S. BOTTOM OF STEP 2.LOGATION, SUPPORT, PROTECTION AND RESIORATON OF ALL EXISTING Ln1LmE5 AND APPURTENANCES SHALL BE THE RESPONSIBILrtY OF THE CONTRACTOR. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, PROR TO CONSTRUCTION, TO DETERMINE IN THE HELD THE ACTUAL LOCAI10N5 TWD ELEVAi10N5 OF ALL EXISI1N6 UTTLJTIES WHETHER SHOWN ON THE PLANS OR NOT. THE CONTRACTOR SHALL CALL UTILITY PROTECTION SERVCE 72 HOURS PRIOR TO CONSTRUCTION. 3.THE CONTRACTOR SHALL USE THE SITE LAYOUT PLAN FOR ADDITIONAL SITE DIMENSIONS AND INFORMATION. 4.WHERE PROPOSED GRADES MEET >?U511N6. CONTRACTOR SHALL BLEND GRADES TO PROVi'DE SMOOTH TRANSITION BETWEEN EXISTING AND NEW WORK. 5.CONTRACTOR SHALL MAINTAN POSITIVE DRAINAGE IN LAN AREAS. 6.ALJ. GRADES SHOWN ARE FINISHED GRADES. 7.THE CONTRACTOR SHALL NOT REMOVE ANY TREES DURING CONSTRUCTION WITHOUT THE EXPRESS WRITTEN CONSENT OF THE CONSULTANT. EXISTING VEGETATION TO REMAIN SHALL BE PROTECTED AS DIRECTED BY THE CONSULTANT. &STRIPALL TOPSOIL WITHIN THE GRADING LIMIT. STOCKPILE TOPSOIL SEPARATELY FROM THE SUB -SOIL. 9.CLEAR AND GRUB ENTIRE AREA WITHIN UMTP5 OF GRADING AS PER 5PEOFICATION. TREE ROOTS ARE TO BE GRUBBED OUT, REMOVED AND VOIDS BACKFILLED AND COMF4CTE.D AS PER SPECIFIGAT10NS 10.ST0RM WATER RUNOFF SHALL BE CONTROLLED 10 PREVENT EROSION, SIL%4110N, AND FLOODING OF ON SITE EVA/MONS. 1LAU.. AREAS DISTURBED DURING CONSTRUCTION SHALL BE SEEDED OR SODDED AS SPECIFIED TITHE EARTHWORK CONTRACTOR WITH THE PERMISSION OF THE CONSULTANT MAY MAKE MINOR ADJUSTMENTS 10 HELD SURiACE GRADES BY RAISING OR LOWERING SUCH FIELDS TO HELP BALANCE CUT AND RLL, PROVIDING THAT POSTi1VE DRAINAGE 5 ACHIEVED 13.THE EARTHWORK CONTRACTOR WPM THE PERMISSION OF THE CONSULTANT MAY DIG ON SITE BARROW P115 TO OBTAIN SUITABLE FL MATERIAL FOR BUILDING ADS AND PARKING AREAS. THE EARTHWORK CONTRACTOR !W FILL SUCH PITS WITH EXCESS TOPSOIL PROVIDING THE AREAS ARE TH0R0UGHTY COMPACTED AND FUTURE CONSTRUCTION 15 NOT INTENDED R BARROW PIT AREAS. 2 WORKING DAYS r k'. BEFORE YOU DIG CALL TOLL FREE 811 UTILITY NOTIFICATION CENTER OF COLORADO 4' u y$4 C min :4mio • b I=Cm) rip Pi 1i N 7. ol O N rn• 4O ri CO v +T 1a ro U E Q U c) 0 a) U H ro C1 Ila ro u ro� Q C 0 � g wr co a) co 4.4 a.4 ro U 1 0 as E CD R1IO 0111.1110 iR C41x11a01a AMR I1 1101 QCIR{IVB P10MiCY Or f71IR221 TIOIRRI.Ll1WCA/1 LlCII1'RCT. IR MALL NOV R RRROOIIfIO, 11%%1/11110, 01 OTR111IR BIRO MITI001 1RIT1R1 PBTOUSSION. 0 w 4) 04 CI) CO 'D v1 V m W ma' 3 el Grading and layout Plan Date: June 20, 2011 Revised: June 23, 2011 SCNIDIATIC DIISIGN DNVELOP MIIIIIT WORKING DRAWING scale: 1" . 10' north Sheet: SG -1 m 0 m`mC M C� > cJ Z CI �O(-110I- z� CY2II ©- 1 — Z 73m \ 31DNVM3IA \ r \ r H D r- -0 M -0m Oz C/}0 �m r- 0 rH m 0 -KP D mm Q F m > zO wco m O X Jm a mO M ?- 310 NV M3 I A )4V (31 >2 ic0 cN,\4. />> -469 13%° Site Plan 2.1 *(5) r rri O► r' co /77 i GI OT RESIDENCE Lot J Ranch at The Roarin: Fork Garfield Count Colorado Drawing Design Development Design Development ReDesign Issued Date 9.11.08 10.11.08 3,1.11 Design Review Set 4.7.11 Structural Revision Set 5.1.11 AXIS Productions, Inc. 78 Lewis Lane Basalt CO 81621 t 927.3558 f 927.6558 aconrardy@msn.com 2 A5.2 L PLAN CE = 2,007 SQ FEET RCH = 180 SQ FEET GARAGE/MECHANICAL = 539 SQ FEET Issued Date aconrardy@msn.com 00 00 T CN 00 0 r--•4 CC, Cfd . V Oo -414-1 -1 .1 .1 . 1 ■ Cr) (2,) / 6 7 551-11" 10 -i'-" 4'-6" 22'-0" 16'-4" i 21-11" 21_5i" 11'-0" 2'-2 " 1 1 '-c 1' 'I E a -// � / a 1 a - - - -------- 7 IL\- i A5.1 -- -- -- �►- -- 1 � 2-0" X 22'-tl" T.O. SLAB TE.A10" 1 v 1 ) � i 4 SITE ELEV. ELEV. IOD2' 1 1 A/0 HANGLINS UNIT ` \ l COVERED PORCH - ry Cr f _ /,1'/s -Y,,, q ---,,, B - B "" 21'-1"� 6y f ..0 i EGH 115 72-)(Z.3 s 5.0C I I = Ord; '�� r - dl 31,15 2 - -_ mo- 2 A5.1 4'-o" 4,, % --*", __ -- TRASH TRASH -- -- -- �.A 1 _ -- -- A5,1 /CIO rd ' a T GuaelES w, I r 1 I 0 141•12� ii 3 ' R. �► OOM ;n •��, m • y2 LAUNDRY 113 rcr =� 4 112 = --r° x 1" - 1-5" _I" Ql Ei T _ a - H BATH A5.1 1 O FLAT GEILAT 10'-O' - T..V�LY. ■� _� _ -- _ IOC A5.1 -� �,/� 1000" qX 13VAULTED , x 6' -II " = sr MASTER 11 / 1 _ -- - la -I FIAT'-{ � {/\/moo/yj i J �� 1 r m i 1 T.D. FLY. _ J = + -r - — 51 V. 100'0" I05 � n / 12'-2" X 11'-5" 4G Q �I�G — ME 51TE EL�1/. in ELEV. I OOs'-0 =' -prirL7 - �� IIS. I II Hal a0- N 1 - 1 W60 1 71- 2'-01131- i sal\ +N 5'-e'" `rTrE cl 1 1 II' - if) 1 1 111 =/ AI M1itIi1rEE ��r//r14 il1Ir f� 1j ( I TIGHEN raeL E ! - �� ;_ `� =j 1 — 1- H 5 CL:_:* HER IL •: LOSET 0444 - ,�I ,�„ �-, L. % _ CLOS T _ = - , x , b _ 1�� I'I F T GEILIN& AT ... I[ J 04 /�. 4'-6 " 4 11-1" T 0EILI46 10'-0" A _ - FLAT 0EI1.- AT 10' N . -0" ,:, n ' _,, m ''! 105 j4jJjj J -11- 1 ilial CO I I 06 Qt ry a _SY _ (!t a a or Pe +ER 10h _ -r4sol 121-0 20 �i C's±" o 131_ 'I 6'-2" X s 1 rD�P toll• ,r/} _ 1 -tet MA ER - �-mow m BED OM 1 di el = Mr _ — — — — DINING - - - • — — FLAT GEIINs T In '� A5.2 V 104.IA 6 10 STUDY 6 ?% 7,1 13 1,er - /11 _ f l'-10" x 15'-9" 105Ilk 1 VAULTED i mu, I I GREAT ROOM �'-0,� I I of r\ II I 19'-0" X Iii' -9" VAULTED I41111. 1 0 vi 1 6 Ot/m 1 II 4. . 1 II� I in _ . 11111�1ra iF___.4 il •a f ET 1 /, flij\ I 43: 4,4, 1I I 7 I DECK f I I illi \--. �,113) �t r t»l I —m ffi--- —� ---- \ 1 �j I 9'll� C11-11 "i I' -O" I Q"_ 1 1 I `-O' SPIRAL 5TAi1Q0A5E perLi/a? eG z i ,1.19. 1 1 41-cr" 61-4" *I 4•00,,,, epi_4.,. 1 , 1 { 'y' 61'-0" 3'-0" 1'-0 ' „000. 201-0 " ENTRY LEVE 55'-I 1" 1 1 2 tJ1UC�i14t� A`�iG 3 C4-)/'? .42 6(-7-)8 ppLIVABLE (9) 10 SPA „Jr.mYID Llt n Mn 2 A5.2 L PLAN CE = 2,007 SQ FEET RCH = 180 SQ FEET GARAGE/MECHANICAL = 539 SQ FEET Issued Date aconrardy@msn.com 00 00 T CN 00 0 r--•4 CC, Cfd . V Oo -414-1 -1 .1 .1 . 1 ■ Cr) N 1 N c4) 551-11" 2 A5.2 1-6" 4'-6" 22'-0" 16'-4" 2'-11" 2'-6" I I' -O" r 16 b - � 4'-0" QVAI 'L' ,Y' £NJSTl 4'-0" BEDROOM �n 12011 I3'-0' X Ip IO' VNILt NN f1i 70 131-1" t i i 4 • / \\ BA—H rice" 6'-0' X -0° FLAT -0' 0 17- 11'-3 I'- L CI 11-4" LAIpEj BEDROOM 11'-9' X 191-4' VAULTED 1 1 3'-6" 4 6'-3 Low HEAD NeI6NT IN CLOSET (DOWN TO 4'-0') i 1' 9 DN T.0 ELEV. III SHELVES? 31 5' - y2 L 12'-0" qI-0 e 1' -II" MECH/STORAGE 201 201 CLOSET 12001 0 2 -2" 4. BATH fF-6 in a1 LOW HEAD !EI6NT IN CLOSETS (EOM TO 5'-09 w N VAULTED 1'-I" BEDROOM 15' -0'X1' -O' VAULTED 1v'-1" -w 7 m N I' -O s" .--.ter 3'-0" I' -O' 12'-6" 20'-0" 4'-0" 10'-0 22' -II" 55'-11" 2 A5.2 UPPER LEVEL PLAN 1/4" = 1'-0" 10 LIVABLE SPACE = 1,260 SQ FEET ed , DECK = 183 SQ FEET t t vl (o -4P 0 CC$ 0 U • • I l'ETTAINalliTaIRMSITWATI 45 ;111 li9Pzi : $ E ► aconrardy@msn.com 00 N 00 M� N A-1 N 00 (rr0 . . ) U ,_, CZ, (i) MM W 0 0 cn • 1N' c) 0 0 • Roof Plan 4'-6" 15'-q" 11) A 7` rn 3,12 6-P 24'-2 12d2 '-3" 12'-3" 61-4 22'-11" IJ GIRARDOT RESIDENCE I Lot 9 I Ranch at The Roarin: Fork I Garfield Count Colorado Drawing Issued Date Design Development 9.11.08 Design Development 10.11.08 ReDesign 3.1.11 3.3 Design Review Set 4.7.11 Structural Revision Set 5.1.11 AXIS Productions, Inc. 78 Lewis Lane Basalt CO 81621 t 927.3558 f 927.6558 aconrardy@msn.com MEI BARN IN= SIDING T.O. PLATE EL= 1111-0" FLOOR HEIGHT T.O. PLY. T.O. PLATE EL= 1201_0" EL = I00' -O" FLOOR HEIGHT T.O. SLAB / EL= 1q'-0" FLOOR HEIGHT T.O. PLY. EL=III'-O" 2'-8" 2'-1111 551-11" 221-0" 51-0" 1-O11 1'-6" -71-6" rr11111111111r 1IMON11111r11111•111111MM11m�"w r�m1l� mum Ir rrmn ■111 1► 1t HARD I PL NK SI rlMlrrimromm1r11mmmomammili minamommumn ro r' r�1i1�11m�n1 �Y��Irll1r�l�r�rr�rl� Ir�rl�r�il� Ir�l��lr�� 1m�I1r�11r�1Inlr1.1111111111=111111i�� 11m�mmnll �1�rmrnm 1�m1��im rMllIIIMIt m11m mr1111mr1Iun1rr1m1r1[ r 1_u_ 11m11111MMI llilrrlllmrn11MMr11M1 111111I11 [11UL I1 IIIHill -O' 4'-6" 12 1v marinia24.--- -------.1_5_, .._ ....... _ ■.„,,..?., �„, �tr'ii,��iw,s� std .kms F„,,,,..... ami a�s�.% tmitimassmistbs )ffik mu 6010,00.1.1" —lir r14.101001 ill OM- -:1111:SMI-S1 Mr Olt a..rw+iR . Mira.. - •01 / / i 5'-611 1R-5" INN �_- 11111 11111111111 a�e�l wear t,cm, oar}/11111I 1a4r51bu1 1 1 1 1 1111111111 SXS WOOD POST 12'-5" EMI MOIR 6?' -4 STONE T.O. PLATE EL= 120'-0" T.O. PLATE EL= 1151-0" FLOOR HEIGHT T.O. PLY. EL=III'-O" T.O. PLATE EL= 109'-0" FLOOR HEIGHT T.O. PLY. EL=100'-011 STREET ELEVATION EL= qui'- 5/5" FLOOR- HE I GHT T.O. SLAB EL= 11'-0" FRONT (NORTH) ELEVATION 1/4" 1 1_011 22'-11" FLOOR HEIGHT T.O. PLY. EL=100'-0" FLOOR HE 1 GHT T.O. SLAB / EL= 11'-0" /vwh pc( 427.5.1 I ,ik'111 III IIIIMM 11tIM111 r rrll1l11r1n11 111/11101 111 1 1rm11rM111MMrrirl -.0iinTh.1111111111MMIMMIVIONIMINIMMINIII111111111111111111111111111111111111111111111111111M1111 111r11r11io11111111111/111 IMIMI Irmm mi1111111111 ui1111uI1111u1111n1m11111111r11 11111111�1�I11 rmllrrmlrlmr�m�m 11n1111�1111�1111�•11 11r11111r11 5 I� _ _ _ \ _ x11119 l 11r 111 11r11111111111r1111111I111jr111 111�111m111111I1I11r1111I1rIMIII11m1111111!! _`1111111 1111M111�111MMI 111n1111M 11111111111m111r11.1111111� 11111111rUMMI pM11rUMBIlf lb - 1111II111111111rI111111I1111n1111IIr1111I111111I1r11111111111111 �1111■In1m1r11�mmr� 1m1 1 71111111IIr111111 U r 11111vi111111111 I1 U 1 1 11111111 1 11 Ilt� 141' i M1 11111 r r r I .111.. � 111 , �� mn��nm�numrn �r1ir1�11I1111�r1111 � r �1i��1 In IlII__-_-_ -._-_fi_■_-__ ILIII1■--- -PH !1iU Ir 111N111r111I11 fI II 1-© 1 / \ /\ / \ / / (4) \ \ \ / / \ / \ ( ) \ \ / / \ / \ / h1 1v marinia24.--- -------.1_5_, .._ ....... _ ■.„,,..?., �„, �tr'ii,��iw,s� std .kms F„,,,,..... ami a�s�.% tmitimassmistbs )ffik mu 6010,00.1.1" —lir r14.101001 ill OM- -:1111:SMI-S1 Mr Olt a..rw+iR . Mira.. - •01 / / i 5'-611 1R-5" INN �_- 11111 11111111111 a�e�l wear t,cm, oar}/11111I 1a4r51bu1 1 1 1 1 1111111111 SXS WOOD POST 12'-5" EMI MOIR 6?' -4 STONE T.O. PLATE EL= 120'-0" T.O. PLATE EL= 1151-0" FLOOR HEIGHT T.O. PLY. EL=III'-O" T.O. PLATE EL= 109'-0" FLOOR HEIGHT T.O. PLY. EL=100'-011 STREET ELEVATION EL= qui'- 5/5" FLOOR- HE I GHT T.O. SLAB EL= 11'-0" FRONT (NORTH) ELEVATION 1/4" 1 1_011 22'-11" FLOOR HEIGHT T.O. PLY. EL=100'-0" FLOOR HE 1 GHT T.O. SLAB / EL= 11'-0" /vwh pc( 427.5.1 I ,ik'111 III IIIIMM 11tIM111 r rrll1l11r1n11 111/11101 111 1 1rm11rM111MMrrirl -.0iinTh.1111111111MMIMMIVIONIMINIMMINIII111111111111111111111111111111111111111111111111111M1111 111r11r11io11111111111/111 IMIMI Irmm mi1111111111 ui1111uI1111u1111n1m11111111r11 11111111�1�I11 rmllrrmlrlmr�m�m 11n1111�1111�1111�•11 11r11111r11 5 I� _ _ _ \ _ x11119 l 11r 111 11r11111111111r1111111I111jr111 111�111m111111I1I11r1111I1rIMIII11m1111111!! _`1111111 1111M111�111MMI 111n1111M 11111111111m111r11.1111111� 11111111rUMMI pM11rUMBIlf lb - 1111II111111111rI111111I1111n1111IIr1111I111111I1r11111111111111 �1111■In1m1r11�mmr� 1m1 1 71111111IIr111111 U r 11111vi111111111 I1 U 1 1 11111111 1 11 Ilt� 141' i M1 11111 r r r I .111.. � 111 , �� mn��nm�numrn �r1ir1�11I1111�r1111 � r �1i��1 In IlII__-_-_ -._-_fi_■_-__ ILIII1■--- -PH !1iU Ir 111N111r111I11 fI II 1-© 1 IMO / \ 1:7 I REGT VEN per w'ilirot. ►+rers In scree s / \ \ n'R+ai•}�r.J"rr��`E`sT�■' _ �riti+"��'—'w,.IIII iiQa.. MEIra.frl.171:11:011:011..tianatiNto...154771,..77111TIVETni �"-■� 1�la.. HARD I PLANK • STONE M :1W;■111.i :VIII'. ir 1NE MF ria., 11=1.lkie i it mm,®1o{ s;II _J 11-0 MEM jrrii TrigrarT1 1.11' 1111 SXS 1NOO13 POST ■ Erb ■,m,r ■ sms Ntrimigato mon • tai rlis1J10 Iran well .- HIGH -PROF I LE ASPHALT COMPOSITION SHINGLE MATERIAL GORRE6ATE1, METAL ROOF I NG T.O. PLATE EL = 116'-0" FLOOR HEIGHT T.O. PLY. - - EL=1 I I' -O" \ T.O. PLATE EL = 110'-O" FLOOR HEIGHT T.O. PLY. - - EL=100'-0" \ FLOOR HEIGHT T.O. SLAB EL= QQ'-0" (2) EAST ELEVATION 1/4" = 11_0Mi 0 0 0 4ad 0 L av 0 aconrardy@msn.com 00 CN 00 LCD CN LD 00 0 (71 77) C ><co MMV=V, ■ ., /\ / \ \_- / / (4) \ \ \ / / IMO / \ 1:7 I REGT VEN per w'ilirot. ►+rers In scree s / \ \ n'R+ai•}�r.J"rr��`E`sT�■' _ �riti+"��'—'w,.IIII iiQa.. MEIra.frl.171:11:011:011..tianatiNto...154771,..77111TIVETni �"-■� 1�la.. HARD I PLANK • STONE M :1W;■111.i :VIII'. ir 1NE MF ria., 11=1.lkie i it mm,®1o{ s;II _J 11-0 MEM jrrii TrigrarT1 1.11' 1111 SXS 1NOO13 POST ■ Erb ■,m,r ■ sms Ntrimigato mon • tai rlis1J10 Iran well .- HIGH -PROF I LE ASPHALT COMPOSITION SHINGLE MATERIAL GORRE6ATE1, METAL ROOF I NG T.O. PLATE EL = 116'-0" FLOOR HEIGHT T.O. PLY. - - EL=1 I I' -O" \ T.O. PLATE EL = 110'-O" FLOOR HEIGHT T.O. PLY. - - EL=100'-0" \ FLOOR HEIGHT T.O. SLAB EL= QQ'-0" (2) EAST ELEVATION 1/4" = 11_0Mi 0 0 0 4ad 0 L av 0 aconrardy@msn.com 00 CN 00 LCD CN LD 00 0 (71 77) C ><co MMV=V, ■ T.O. PLATE EL= 114-6" FLOOR HEIGHT T.O. PLY. EL=III'-O" T.O. PLATE EL= IDQ'-D" FLOOR HEIGHT T.O. PLY. EL= 1001-0" - FLOOR HEIGHT T.O. SLAB / EL= qq`-0" GORREGATED METAL ROOFING FLOOR _HEIGHT T.O._PLY. EL=III'-O" FLOOR HEIGHT T.D. PLY. EL = IOU'_O" FLOOR HEIGHT T.0. SLAB / EL= 9q'-0" 4 I2' -O" II' -0 ' 20'-0" 56'-O" 20'-4" (9) 2'-8" �1-,■cul��-,..,.�1 r-:■.�7-�_�.r�z -;■��j uoT•...-,7-A.Tem.'mmailimiiim. di mmairmo fan: 71,01 1 r 1 , Ik 1! Mat i++ r Kj./ ` \ \ 1 / \ / / / km_ ase rmium �� ees mittp on. ,� ham. iii...tilting .01111111111111.1.1,M111111.11111/11111 in, Ily. -001110"%011111.1iikeNt 4% gm J/ 114111104 Wia 1401,1110 ennie row ili r.t lagamivA Timms inginjWit 01101.10110111 lataA :1i 1111 1>ta�i. i• -,si. man.! , ra ino doiltinse •.l.- � linea, ssiu 111•. ,1111�1.1U. mem eillotnalmison- :151E12�Ciwaviiirom J,I, 1111— •ii }aim w SO lirtra millinsfil nit waft maw it 1111i®s" 4 II 11 H � IM14.11.1M15 IIIIIlIIIHIIlIIII e/ HIGH-PROFILE ASPHALT COMPOS I TI ON SHINGLE MATERIAL 22'-I I " STONE HARD I PLANK SIDING 6z '-4" 24'-2 axe)WOOD 'POST 15`-a. CORRELATED METAL ROOFING T.O. PLATE EL= T.D. PLATE EL= IOq'-O" FLOOR HEIGHT T.O. PLY. - - EL=IOC?'-O FLOUR HEIGHT T.O. SLAB EL= qQ'-0" REAR (SOUTH) ELEVATION 1/4" I I_0" 4s-6" 11�1111�1111-11111-11111-111 11111111��111NH � 1111/1111 �INI 1111111 1111111 r1n111 1nsin11111111111111111111111111111111111MUMMIIIIIIIIIIIIIII airaaiav&i NMI liShi��111 LlI l� l I 1 11� ll H 11 11I u 1111111111111111111111111111111111=111111111111111111111111. f . 1111111111111111111111111111111111111111111111111111 �• ('-O ir 01 111 11 1 1111111110111110111111111111111111111111 111 44 ci 111'} M sIkein.' f e( zoo? raC,4-2/zz53 A -11 1 STONE " HARD I PLAN SIDING // is \'! 1inin 1 / \ \ \ \ \ / / K ) // / / � IM14.11.1M15 IIIIIlIIIHIIlIIII e/ HIGH-PROFILE ASPHALT COMPOS I TI ON SHINGLE MATERIAL 22'-I I " STONE HARD I PLANK SIDING 6z '-4" 24'-2 axe)WOOD 'POST 15`-a. CORRELATED METAL ROOFING T.O. PLATE EL= T.D. PLATE EL= IOq'-O" FLOOR HEIGHT T.O. PLY. - - EL=IOC?'-O FLOUR HEIGHT T.O. SLAB EL= qQ'-0" REAR (SOUTH) ELEVATION 1/4" I I_0" 4s-6" 11�1111�1111-11111-11111-111 11111111��111NH � 1111/1111 �INI 1111111 1111111 r1n111 1nsin11111111111111111111111111111111111MUMMIIIIIIIIIIIIIII airaaiav&i NMI liShi��111 LlI l� l I 1 11� ll H 11 11I u 1111111111111111111111111111111111=111111111111111111111111. f . 1111111111111111111111111111111111111111111111111111 �• ('-O ir 01 111 11 1 1111111110111110111111111111111111111111 111 44 ci 111'} M sIkein.' f e( zoo? raC,4-2/zz53 A -11 1 STONE " HARD I PLAN SIDING / / // is \'! 1inin 1 / \ / / / \ \ \'! /,� (\-'/ \ 1 / \ / \ \ / / BARNWOOD SIDING IitelrearaiitainArr 111 ._t 1 I'' Pn ■l�ri��;��ar, _iwar_sAmuir m:•"111 X1 . 1 .-1—..t ,�ir Illailensig 111146141.311 eskimaim 11141141 -is 1114".• Stag tri"ZINTE a 111-41111111111 IA sum NBA SIM i011111111 no111111111 nal ■°este■MINAmi; lisioirstw will.. slime ' -O GORREGATED METAL ROOFING 2) FLOOR HEIGHT T.O. PLY. EL=III'-0" FLOOR HEIGHT T.O. PLY. EL =IOU' -0" 1 FLOOR HEIGHT T.D. SLAB - - EL= a9'-0" WEST ELEVATION 1/4" = 1'-0" 0 ccs O 0 L) L .r ie • Cou I.. i s - • grin_ • Ci C VI I MI Li MIEN Ka I M NEON aconrardy@msn.com 00 CN CN LCD GO 0 CCi . Q.) V (f) V x00 .0 • ■ Jl \'! 1 / / \' 1. 1\ ' -O GORREGATED METAL ROOFING 2) FLOOR HEIGHT T.O. PLY. EL=III'-0" FLOOR HEIGHT T.O. PLY. EL =IOU' -0" 1 FLOOR HEIGHT T.D. SLAB - - EL= a9'-0" WEST ELEVATION 1/4" = 1'-0" 0 ccs O 0 L) L .r ie • Cou I.. i s - • grin_ • Ci C VI I MI Li MIEN Ka I M NEON aconrardy@msn.com 00 CN CN LCD GO 0 CCi . Q.) V (f) V x00 .0 • ■ Jl T.O. PLATE EL= III' -O" U 2'-8" 21-11" 16'-4" 5EE STRUCTURAL DRAWINGS FOR FOUNDATION DESIGN AND DETAILS. T.O. PLATE EL= III' -O" FLOOR HEIGHT T.O. PLY. EL= I00' -O" FLOOR HEIGHT T.O. SLAB / EL= qq'-O" 55'-11" 221-0" 2'-11" 16'-4" 551-11" 22'-0" 31-0" 3 2 11-6" 11 ll LI LI LI L_1 LILT 1 LI 1.] 1111 1111 11 1 1 I 1 Jr 11m111111m11m111 Imlm11Im111mi11u1uu11mn111■111mn11111111Ir 1nImI11m111ml1umn�1m11mnmmlmmlmnlmmlmnlmn►. nII1111nm1nm1nm111m11rmmmnlmnlmn11111111mmW mn 111111,m1r�11m•m11m111mI11mnlmlllminm11la11' 11i1111m111m1111 Ino11mr11m111m111m111m111m11rm01r nlmnimnlmnl fmn1m111m111mn1mll1m111mnmr I1 "111I U111�1 111 111 _III U ' 11] 1I III I11� 1111 I I II1 CU C 31 11-6" /Le. Ask FLR FIGHT T.O. PLY. EL=100'-O" BATH 102 ENTRY 101 7 BATH WIN 000 O 0 0 / 12 112 • DID g'0/zy L L r GARAGE 115 0 BEDROOM 20q 7 v 36 1'-ol' T.O. PLATE T.O. PLATE EL= 120'-0" EL= 120'-O" 4 T.O. PLATE EL= 115'-0" FLOOR HEIGHT T.O. PLY. FLOOR HEIGHT T.O. PLY. EL=III'-0" EL=III'-O" T.O. PLATE Si T.O. PLATE EL= 10011-4 1/2" EL= 101'-0" FLR HGHT T.O. PLY. U BUILDING SECTION 1/4" = 1'-0" T.O. PLATE EL= 120'-O" T.O. PLATE EL= 115'-0" FLOOR. HEIGHT T.O. PLY. EL=III'-O" 4 T.O. PLATE EL= IOq'-O" FLOOR HEIGHT T.O. PLY. EL =1001-0" FLOOR HEIGHT T.O. SLAB EL= °'-0" BUILDING SECTION 1/4" = 1'-O" FLOOR HEIGHT T.O. PLY. EL =1001-0" STREET ELEVATION / 1 , EL= qW- 3/8" r L-1( FLOOR HEIGHT T.O. SLAB EL= qq'-0" BUILDING SECTION 1/4" = 11-0" 0 t Cis 0 0 U LnniTIMM PirrETECIMMIUMNIN 1111/111111 07114311011M Issued Date m A 0 0 -. 0 co 0 0 � v 5 0 v A 0 v aconrardy@msn.com 00 LCD CN co co CN C7) 1-1 CN 00 0 U cn cn MCC3 • N --I 0 •.-" a.) • ct U � -0 r--1 0 s~•y) oo N— .; mi v ■ Lr) T.O. PLATE EL= 120'-0" 4 4 4 T.O. PLATE EL= 114-6" FLOOR HEIGHT T.O. PLY. EL=III'-O" T.O. PLATE EL= IOq'-O" 121-0" 1'-0' 201-0" 561_0" 20'-4" 2'-8" FLOOR HEIGHT T.O. PLY. EL= IO0'-O" FLOOR HEIGHT TO SLAB / EL= q°1'-0" FLOOR. HEIGHT T.O. PLY. EL=III'-O" FLOOR HEIGHT T.O. PLY. EL= 100-0" FLOOR HEIGHT T.O. SLAB / EL= 0101'-0" 41-6" 3 Ir DINING 110 'A•uuiuu1ui■uuiuiuuuuui.iuisamauu■I■1iu1.ui■I■u.isuiuii ■uui•uiui•11uiu Sal111011111a111111111111Ila1111111111 all111111In11r 11111 IIIIMUNIUMUMIIISIIMIN1111111111111101 X71 111m1�a111mn11A111 1a11n11 ' 1111mn1111111_� BATH BEDROOM } [LI i GREAT ROOM STUDY g v� ai • { MASTER BEDROOM I0' 1 Ip' -3" " 12-3" 61' 3 A5.1 22'-11" T.O. PLATE EL= 1111-8" T.D. PLATE EL= IOq'-O" FLOOR HEIGHT T.O. PLY. EL= 100-0" \ FLOOR HEIGHT T.O. SLAB EL= qq'-0-O" BUILDING SECTION 1/4" = I'—O" 3 Ir BEDROOM 1203 \ n1unim m oomnioiiml�°IIqq i 1 1iii1 moon mn mn mo mni�m moor n muni n mionumnlmmumm m mmome nlmmommunmsmonlmmon11immnam 1mm1mn1m111mn1m111mm1m umnlm mmnlmnlmnlm umm111mn1mn1mnlmn nlmn umn mnlmnlmmumm nlmmlm1mmn1mn1m111mn1mn1mnlmm11m111m111 ._ 11011mn1m111mn1mn1mn1mn1mn1mn11111n1mmmmm111m111mn1m111m Inlmnlmn1111 1nlmn1m111m111mn1m111mn1I1■I1mnlmnlmnlmnlmnlmnlmnlmn1II111m111MM1_ 11111mn1111111mnr1111101111mn1mmm41mn1mn1mn1mn1mn1mn1mn1mnlmnlmn 1Inlmnlmnlmnlmn1m111mn1mn111111111mn1mn1mn1mn1mnvmn1mp1mn1mn1N1I 'X111mn1mn1mn1mn1mn.mn.mm1I11n.mn1mmmn1mn1mnlmnlm Inlmnimn_ 'X1111.11111111mn111111111111n1ml1mn 1mn1mn1mn1m111111111mn111110111Irn1m111m11 1111111111mn0111111111111mn1mnlml 11mn1mnlmnimnlmnlmn1m111 mnlmnlmn 11mn1mn111an 1 ttall11111n1mn1mn1mn1mn1mn1mn1m011mn1m111mI ��mm�mm�mn��ni mmmagi 1_mILIMOI_mn1m1y1_mm1m111_mmlmlll_mn1■� iI11111111min 1 1 1 1 1 al 111 CLOSET I' -O' MASTER BEDROOM 101 MASTER BATH 03 ,71 SEE STRUCTURAL DRAWINGS FOR FOUNDATION DESIGN AND DETAILS. - - 1116 us=i.n• airra7f _a Iwre. ---es arm am IN • tat •Nisaat lot ttntantan- IlissarallatestiIts R. 1111. 111 • ■ • ■ 1.etSas 1 eaeira arm C ) T.O. PLATE EL= I Ib' -O" FLOOR HEIGHT T.O. PLY. EL=III'-O" FLOOR HEIGHT T.O. PLY. EL=100-0" FLOOR HEIGHT T.O. SLAB EL= 0101'-0" BUILDING SECTION 1/4" = 1'—O" 0 t ct 0 r--1 0 U L .1" ield Coun C IRARD 111•711i$7E III Issued Date 0 o 0 Ci o 0 r, o 5E 0 v v 0 0 v en o0 aconrardy@msn.com oo r) N 00 CV Cfl N (0 00 0 .0 U }, ,—, �MM • N U 0 oo 1-4 re; r vz v cn v '5 z N ■ Lr)