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HomeMy WebLinkAboutApplication- PermitProject Address Garfield County Building & Planning Department 108 8th Street Suite 401 Glenwood Springs, CO 81601 - Phone: (970)945-8212 Fax: (970)384-3470 Parcel No. Permit NO. BLRE-10.11-2258 Permit Type: Residential Building Work Classification: New Pem-iit Status: Active Issue Date: 10/25/2011 Expires: 04/22/2012 Subdivision Section Township Range 235 SNOWCAP CR CARBONDALE, CO 81623- 239320404014 ASPEN GLEN FLG 1 Owner Information Address Phone Cell Crawford Design Build (970)963-3833 (970)618-0480 1101 Village RD Carbondale CO 81623- Contractor(s) Phone Primary Contractor Crawford Design Build (970)963-3833 Yes Proposed Construction / Details Single family dwelling on a finished basement and crawl space, and an attached garage with open and covered patios. FEES DUE Fee Plan Check Fee Residential Building Fee Total: Amount $1,636.02 $2,516.95 $4,152.97 FEES PAID Valuation: Total Sq Feet: $ 371,706.56 4200 Inv Total Paytype Amt Paid Amt Due Inv # BLRE-10-11-21475 $ 4,152.97 Check # 2430 Check # 2423 $2,487.83 $1,665.14 $ 0.00 Required Inspections: For Inspections call : 1(888)868-5306 Inspection IVR See Permit Record 1 Building Department Copy Tuesday, October 25, 2011 2 108 80, Street, Suite 401, Glenwood Springs, CO 81601 Ph:970-945-8212 Fx:970-384-3440 Inspection Line:888-868-5306 www.garfield-county.com lin 81100 BUILDING PERMIT APPLICATION 'f-"2_44/ 1 ' !/ STAFF USE ONLY CE P9 4 0 s , Li CJ'`7��.- �tLDC/ Limn Special Con ' ' s: Parcel No: (this information is crva labte at the assessors office 970-945-9134) %` 3-- 2O/-CY-01y Lot No: Block No: Subd./ Exemption: 1> Pi PLS: I l ,serri 1i10e 2 Job Address: (fair address Inas not been assigned, please provide CR, HWY or Street Nome & City) or and legal description '7._3 s" s si0wC 11' _, 6:4 k-/ .,i " c ,zsa-Id.�zi c -c 9/( +' 3 Owner: (property owner) /1244-v) /Z4 Vvt Mailing Address: 1 ! Of A-4 det6E Rp c l o—i Cts ova Ph: 61 -04/90 Alt Ph: 73.3 $-K 4 Contractor: - c,'r9 C -O PES I ciZ/l131-4I Li) Mailing Address Ph: /1 Alt Ph:,71 5 Manufactured home installer: Mailing Address: Ph: Lic #: 6 Architect: Mailing Address: Ph: Alt Ph: 7 Engineer: bye. 1 Mailing Address: 'Lvoop Ph: 9y 56 j 3 Alt Ph: 8 Sq. Ft. ofd Building: Sq. l=t. � ot: Height: 2,- 9" No. of Floc yr 9 Use of Building: esidential ❑Commercial ❑Other Class of Work: New ❑Alteration ❑Addition DRepair DDemo DMove 10 Describe Work: ' (- % 1'7713 T> -c Cl"--/ ‘14 5 11, 11 Garage: gAttached ❑Detached Septic: ❑ISDS Community Type of Heat: ,tat. Gas ❑Propane ❑Electric ❑Other 12 Drivel ay Permit: iL (^I 1pf Owners valuation of Work: �l % 3NOTICE Authority. This application for a Building Permit must be signed by the Owner of the property, described above, or an authorized agent. If the signature below is not that of the Owner, a separate letter of authority, signed by the Owner, must be provided with this Application. Legal Access. A Building Permit cannot be issued without proof of legal and adequate access to the property for purposes of inspections by the Building Department. Other Permits. Multiple separate permits may be required: (1) State Electrical Permit, (2) County ISDS Permit, (3) another permit required for use on the property identified above, e.g. State or County Highway/ Road Access or a State Wastewater Discharge Permit. Void Permit. A Building Permit becomes null and void if the work authorized is not commenced within 180 days of the dale of issuance and if work is suspended or abandoned for a period of 180 days after commencement. CERTIFICATION I hereby certify that I have read this Application and that the information contained above is true and correct. l understand that the Building Department accepts the Application, along with the plans and specifications and other data submitted by me or on my behalf (submittals), based upon my certification as to accuracy. Assuming completeness of the submittals and approval of this Application, a Building Permit will be issued granting permission to me, as Owner, to construct the structure(s) and facilities detailed on the submittals reviewed by the Building Department. In consideration of the issuance of the Building Permit, l agree that 1 and my agents will comply with provisions of any federal, state or local law regulating the work and the Garfield County Building Code,1SDS regulations and applicable land use regulations (County Regulation(s)). I acknowledge that the Building Permit may be suspended or revoked, upon notice from the County, if the location, construction or use of the structure(s) and facility(ies), described above, are not in compliance with County Regulation(s) or any other applicable law. 1 hereby grant permission to the Building Department to enter the property, described above, to inspect the work. 1 further acknowledge that the issuance of the Building Permit does not prevent the Building Official from: (1) requiring the correction of errors in the submittals, if any, discovered after issuance; or (2) stopping construction or use of the structure(s) or facility(ies) if such is in violation of County Regulation(s) or any other applicable law. Review of this Application, including submittals, and inspections of the work by the Building Department do not constitute an acceptance of responsibility or liability by the County of errors, omissions or discrepancies. As the Owner, I acknowledge that responsibility for compliance with federal, state and local laws and County Regulations rest with me and my authorized agents, including without limitation my architect designer, engin r and/ or builder. 1 HEREBY ACKNOWLEDGE I HAVE READ AND TAND THE NOTICE & CERTIFICATION ABOVE: A77/ g/72 0 hi OW IGNATURE t r DATE 'f-"2_44/ 1 ' !/ STAFF USE ONLY CE P9 4 0 s , Li CJ'`7��.- �tLDC/ Limn Special Con ' ' s: Adjusted Valuation: 37/, 704 574 Plan Check Fee: /6 4, o Permit Fee: Z574. g Manu home Fee: Misc Fees: -- Total Fees: z. /(� / �j Fees Paid: �/ J� f IO ?rp I Balance Due:�j [� Z '7 /• 8 85 BP No & Issue Date: iSDS No & Issued Date: ,9L aa5-3 Of 01'1111'? Setbacks: F3 cy'i- 2 57d f OCC Group. G Const Type: ' L Zoning: Ft/ u AB[ jG D S "10,0 PS G ' //,//l2� /� PPROVAL DATE APPROVAL DATE Building Plan Review Description of Work: Bin #: Location Address: 235 SNOWCAP CIR CARBONDALE, CO 81623 General Information Contacts Case Manager: David Bartholomew Plan Case Number: BLDG -10-11-7028 Parcel: 239320404014 Application Date: 10/18/2011 Owner: Crawford Design Build Applicant: Crawford Design Build Applicant Phone: (970)963-3833 Email: crawforddesignbuiig Building Planning/Zoning Engineered Foundation Property Line Setbacks !✓A / Driveway Permit f 30ft Stream Setbacks Surveyed Site Plan / Flood Plain P/74 Septic Permit and Setbacks Building height Grade/Topography 30% Zoning Sign -off Attach Residential Plan Review List L Road Impact Fees Minimum Application Questionnare A)/ HOA/DRC Approval Subdivision Plat Notes Grade/Topography 40% N(.4 Fire Department Review Planning Issues Valuation Determination/Fees Subdivision Plat l Red Line Plans/Stamps/Sticker General Comments: Attach Conditions Application Signed Pian Reviewer To Sign Application Parcel/Schedule No. N/''''¢ 40# Snowload Letter - Manu. Homes Soils Report Tuesday, October 25, 2011 Applicant Address Date VALUATION FEE DETERMINATION Bead Crawford 235 Snowcap Circ1, Carbondale 10/25/2011 Subdivision Lot/Block Contractor Finished (Livable Area): Main 3332 sq.ft Upper sq.ft Lower 960 sq.ft Other sq.ft X $74.68 Total Square Feet 4292 sq.ft Total Valuation Basement: Unfinished Conversion of Unfinished to Finished Other Total Valuation Garage/Storage (wood framed) Conversion of garage to finished living Carport Other Total Valuation Crawl Space Total Valuation Decks/ Patios/Porches Covered Open Other Total Valuation Type of Construction: Occupancy: Total Valuation Total Valuation 700 sq.ft X $41.00 sq.ft X $33.68 sq,ft X sq.ft X $18.00 sq.ft X $56.68 sq,ft X $12.00 sq.FI X 2372 sq.ft X $9.00 538 360 sq.ft X $24.00 sq.ft x $12.00 sq.ft X Commercial sf X sf X sf X sf X sf X sf X Aspen Glen Lot D-14 Owner 320,526.56 0.00 12,600.00 21,348.00 17,232.00 0.00 371,706.56 GARFIELD COUNTY Building & Planning Department 108 8th Street, Suite 401 Glenwood Springs, Colorado 81601 Telephone: 970.945.8212 Facsimile: 970.384.3470 www.oarfield-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 Toad, 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. NOTE: If any required information is missing, delays in issuing the permit are to be expected. If determined by the Building Official that additional information is necessary to review the application and/or plans for compliance, the application may be placed on hold until 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, as 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. Building cannot be occupied until a Certificate of Occupancy (CO) is issued. Using the building without a CO will be considered an illegal occupancy and may be grounds for vacating the premises. (Final/CO inspection requirements will be attached to your approved field set of plans.) I hereby acknowledge I have read, understand, and will abide by the requirements of this checklist. Signature of Date /c1/ b' /2.,o/( Garfield County Building & Planning 108 8'h Street, Suite 401 Glenwood Springs, CO 81601 Phone: 970-945-8212 Fax: 970-384-3470 www.garfield-county.com Permit Card Garfield County Building and Planning Department 108 8th Street, site 401 Glenwood Springs, CO 81601 Phone: (970)945-8212 Fax: (970)384-3470 POST ON SITE Permit NO. BLRE-10- 1 1-2258 issue Date: 10/25/2011 Permit Type: Residential Building Work Classification: New Expires: 04/22/2012 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 f f the proposed structured for which this permit is granted, and further agrees that if the above said regulations are not fu ly complied with in the zoning, location, erection and construction of the above described structure, the permit may tl°en be revoked by notice from the County Building department and IMMEDIA' ELY BFr OME NULL AND VOID. Residential Building Owner's Name: Crawford Design Build Parcel #:239320404014 Job Address: 235 SNOWCAP GIR CARBONDALE, CO 81623- Contractor(s) Crawford Design Build Phone Primary Contractor (970)963-3831 Yes Owner's Phone: (970)963-3833 Total Square Feet: 4200 Work Description: Single family dwelling on a finished basement and crawl space, and an attached garage with open and covered patios. Inspection Scheduling Code Ins' ection IVR Comments Pass Date Footers i//'Ae T 105 neat (2/A 6T HOZ/t ii'sPo, Ge/ !4 r -L6 -a Foundation Walls 110 (V /1-3—, Framing 115[f/l/ ' fY-1`,," Drywall 120 /7)4/1/5 f ,(_ 5".47 G� _ Zz3^/ Final 125 135 160 175 i.�y.( 4.,4.,.-4., I � � ,-S 1 Misc /// - A// 5 0416),/f �'/ Insulation 41 /(' Grout Mechanical 405 UG Plumbing 605 O/4 7)1/1-' Q�J'�,� ! % - .� -% -ljJ4 !l Rough Plumbing 610 Gas 620 \ ,q/ / . /7+7/ c; oga.. %4.= or_ �//3//2 7 2 -Ali ADDITIONAL INSPECTIONS MAY BE REQUIRED POST THIS IN CONSPICUOUS PLACE WHEN CONSTRUCTION IS STARTED For Inspections Call: 1-888-868-5306 &Me t;ouriee„ pa II e `— r (C Ys• r pis A\I 0' 1 •• 2.4.0, i1 ••• M 09c .91 se 6014c ( tt pATta • II .._ r1 pts 9rE9) I T ▪ les fen f ti Otte et - 4tofkN\Qoto FAT% t7 ©f* `?fib 'y = s 1 int Afro • b t+► BA 4t4s r ,a)ki& s * 1 t+tt&t TOME. \jeHEt.. ADD Yt� Mom afrotEHT x23 i eNC1/4/46Ar LANE-• — 4p E-1 t4 F. 61 yp:q • t•�ttu is &pal - to ioR nzea rtITE:174.4 i� SITE PLAN 1:10 LOT D-14 • ASPEN GLEN • CARBONDALE GARFIELD COUNTY • COLORADO BUILDING DESIGN DATA ONE STORY SINGLE FAMILY RESIDENCE 3 BEDROOM W/ LIBRARY (BR #4) • 4 1/2 BATH BASEMENT FAMILY ROOM 2 CAR GARAGE W/ OFFICE AREA CALCULATIONS PROPERTY: LAND AREA: 0.718 ACRES = 31,275.0 SF (100.0%) BUILDING COVERAGE = 4,033.0 SF (13.0%) DRIVEWAY & PATIOS = 3,700.0 SF (11.8%) (2350 + 1350) PERVIOUS AREA = 23,542.0 SF (75.2%) BUILDING: MAIN FLOOR = 3,332.75 SF BASEMENT = 960.00 SF TOTAL LIVING = 4,292.75 SF GARAGE & STORAGE = 700.25 SF TOTAL AREA = 4,993.00 SF APPROVED SUBJECT TO NOTED EXCEPTIONS & INSPECTIONS GARFIELD COUNTY BUILDING EP nate Z / By LD COPY NO INSPECTION WITHOUT THESE PLANS ON SITE page of architecture P.O. BOX 95RADO 81CARBO623 NDAL E grwarch®comcast net George R. Winne A.LA. COLORADO Phone: 970.618.4346 Fax 970.7043062 CO #306099 NY #022861 FLORIDA Phone: 561.644.4704 Fax: 561.404.4988 FL #0007732 COA #26001453 ONE STORY SINGLE FAMILY RESIDENCE LOT D-14 • ASPEN GLEN • CARBONDALE GARFIELD COUNTY • COLORADO • CRAWFORD DESIGN BUILD • CARBONDALE • COLORADO sheet description: PLAN No. Description bate drawn checked date job no. sheet CO cn N 0 W J CO - C 0 c- o c:-7 E.3 coo J = --. = 0) l!J a Ln d N � m — N Q &cup coup t-c' 7 s •• Q r 1 i •• - -- PATto 1 co • auixr zee Nl.G A (to k—t3W) se .01 i PNd 14 I'ot`a; ') 1 E.NVE t Of (90 ie. +VA - toms taoato,5 ` 0 b . _lV> l rn/ V ll 1 PILk,e&. \la Nay coVE4a4ti-_a PATI c, See_ grin. Atka 0/Levi-LI, Fog 15.L1I d log Requirewien4 PcNi 1"Jt t?�.A4OEa a), Jfy..,4,:ity; \i..\ii.A.oprea 1( 1 ..5-43 .., JEraGO, • / pp \s B TE • itki5Lt. 4` iE; t4r. & Ism. - • Ai'u 1. GM �v C,G+'? Et 3 r,ror'E P- tot61` et) P i� d / t� +1 ,CpokI x '�>�J N1 /r01-1 \tei4U.F. Apoi MON t*i .t4f #25 eNOV'IcAr LANE' SITE PLAN 1:10 LOT D-14 • ASPEN GLEN • CARBONDALE GARFIELD COUNTY • COLORADO BUILDING DESIGN DATA ONE STORY SINGLE FAMILY RESIDENCE 3 BEDROOM W/ LIBRARY (BR #4) • 4 1/2 BATH BASEMENT FAMILY ROOM 2 CAR GARAGE W/ OFFICE AREA CALCULATIONS PROPERTY: LAND AREA: 0.718 ACRES = 31,275.0 SF (100.0%) BUILDING COVERAGE = 4,033.0 SF (13.0%) DRIVEWAY & PATIOS = 3,700.0 SF (11.8%) (2350 + 1350) PERVIOUS AREA BUILDING: MAIN FLOOR BASEMENT TOTAL LIVING GARAGE & STORAGE TOTAL AREA = 23,542.0 SF (75.2%) = 3,332.75 SF = 960.00 SF = 4,292.75 SF = 700.25 SF = 4,993.00 SF APPROVED SUBJECT TO NOTED EXCEPTIONS & INSPECTIONS GARFIELD COUNTY BUILDING Date, 2 / By LD COPY NO INSPECTION WITHOUT THESE PLANS ON SITE Page of architecture P.O. BOX 95 CARBONDALE COLORADO 81623 grwarch@comcast.net George R. Winne A.I.A. COLORADO phone: 9711618.4346 Fax: 970.7043062 CO #306099 NY #022861 FLORIDA Phone: 561.644.4704 Fax: 561.404.4988 FL #0007732 COA #26001453 ONE STORY SINGLE FAMILY RESIDENCE LOT D-14 • ASPEN GLEN • CARBONDALE GARFIELD COUNTY • COLORADO CRAWFORD DESIGN BUILD • CARBONDALE • COLORADO 1 sheet description: 9(T et...Ai-4 No, Description Date drawn checked date Job no. sheet seal ,Loi .04 - BIRE-I0-II-2258 101'-8' v 221-10 1/211 5'-6" 20'-11• 241-6" 14'-10 V2' 9'-0" ii, 4'-10 9/4• 1s1 -61n' 9 s/4• PAP FOOTING SCHEDULE � r �— FOUNDATION PLAN NOTES: _ -�� ----�,� ---�� T2-b"X21-6'X10' MARK SIZE REINFORCEMENT REMARKS Iik/ +b +b TP 48'-4 1/8' 5—se EW 90T PAD TF 46'-I 1/8' �� I) TIN -TOP OF CONCRETE WALL ELEVATION Floors over vented crawlspaces must be insulated; R-30 or enough to fill the Vents be HOT PAD _ — — _ W 48 ,/8" 2) TF -TOP OF CONCRETE FOOTING ELEVATION cavity. shall 3' -0"X31 -0'X10" 4-45 Ell located below the bottom of the floor joist per IRC, R-408.1. As an alternative to insulating floors, © 3' 5-R5 EA BOT PAD 'l 1 I /TF 46'-' 1/e' 5) it -T� or �"O�TE LEDGE ELEVATION crawls ace walls r shall be permitted to be insulated when the space is not vented to the outdoors -4'X3' -4"X101 I I I �I/ and ' meets the requirements of IRC, R-408.3. Take precautions to protect plumbing in these areas. 021 -6°X11 -5°X10" I -N5 EW BOT ADDED EXT ®I I I I 4) STEP Top OF WALL CONT SPREAD —_J TW 48'-4 1/8" ___J 5) 5 ' STEP FOOTING ® 2'-0"X10' X CONT 8-45 CONT CONCRETE O 31-01X10° x CONT 9-45 CONT GOVT SPREAD b© TF 46'-I 118" +n$b�b 6) ///// STEP OF CONCRETE ^�- OR PLYWOOD SURFACEJ:— ® 1/////r 1) BUILDING ELEVATION /i ___________ Q• Vr \ 1----- --- I r — — — 11) PAD FOOTING SYMBOL TY4 48'-4 We• sr TF 46'-1 1/6' - r 1 J 1I ,-1 v tXXX -xxh BEAM ELEVATION / r 7ir ry 2 6• �® 10) • COLUMN FROM ABOVE 2-2X6 TYP UNO COLUMN \ / EFF. — y — — t — — — _ \ , I TW 48'-4 1/8" © SIZED ' C�ONISAIsr� roR LEVEL P hl / � - �''� r � I 1 TF 46'-1 1/e• LEVEL uNL_Ess FMANGED SY NOTE — — -I ® 2 �" I I CRAWL SPACEIU fl : OVERFRAMINb ; f I I 12) ALL coNGRETE WALLS 8• THIGK IMO °' m GRAM. SPACE I 1 - ,A. 6 ry ® IV VENT cRArt. SPACE PER IBC FOUNDATION w�°; 'AS o 11 ® ® —_ 1` - REaI,eL°`REO sem" -♦NO=ES FOR REINFORCEMENT - e iiir 1 a� I I� I TIN 48'-4 1/8" 14) DO NOT SCALE DRAWINGS CONTACT ARCHITECT OR ENGINEER FOR DISCREPANCIES OR MISSING DIMENSIOPLS .,_ ;DI ® L 111 r -- in r ® J JJ� �: — — In TF 46' 11/8" ® 1 I I—� 1 err — T 4'-4" 101-0' 4'11' 4' -II I/4" x 4' -II 1/4' 1 r —�- � t die Irr-- / 1I TP 48111 1/8' ®_--1 1 J� . 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"GsuBSE E DUE TG1u8NT Ovaa3i5 r TF 46'-1 1/8' b �+ @ +, SHALL BE NOTIFIED OF THIS RISK AND SHALL ALSO ELECT ACCEPT 4 •�• b 6 1 TIN 100'-I 1/6' 1� TO THE RISK. M a TF 96'-I Wee 1 9/4' ® 6 14'-9 3/4" LL IZI>+ J • fi 14'-5 In' 23'-1I' J / 4'-4 In' 11'-8• 24'-6 1/2" 141-9 1/2'9'-0• /® 1® /� 4' vo rn 48 -4 1/8 TM 481-41/8" ' • -/-,5 5 9 /2 7 OUND TION FLAN TF 46'-I 1/8• Tn 1001-1 1/8" Tr 46'-I 1/8• TF 46'-1 V6' / i 1 ®1/4" = 1 -O" architecture P.O. BOX 95 CARBONDALE COLORADO 81623 grwarch@comcast.nct George R. Winne A.I.A. COLORADO Phone: 970.618.4346 Fax : 970.7045062 CO 0306099 NY 0022861 FLORIDA Phone: 561.644.4704 Fax : 561.404.4988 FL #0007732 COA #26001453 0 W 0 co tt NGLE FAM ONE STORY S LOT D-14 ASPEN GLEN CARBONDALE 0 0 0 D 0 0 LU cc V sheet dssorlptlone FOUNDATION PLAN No, Description Date 1 PROGRESS _ 10-10-11 4...-. drawn checked DDK DDK date OCTOBER 17, 2011 Job no. sheet 11045 5.1 seal 0011111411110,. 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NAILING 13) ALL COLUMNS (2)-2X6 TYP UNO 14) ALL HEADERS (2)-2X12 TYP UNO 15) DO NOT SCALE DRAWINGS CONTACT ARCHITECT OR ENGINEER FOR DISCREPANCIES OR MISSING DIMENSIONS 10'-0" 10'-0" r Q1 11 II II II r i 14'-5 I/2" 5'-6" II 1/317J1 210 o16"OG TYP JOIST UNO II 1/6"TJI 210 23'-5" in 9 O r. h T PLY = CP 100'-O" — I II Lfl II • • 1 (3) 11 1/6 ML (9Q' -I 11/4"] [4q' -I 1 I/4"] (9) 11 1/6 ML [44'-11 I/4"] I1 L k (2) 11 1/& ML r II 1/6"TJI 210 O 16'0C. TYP JOIST LINO v (9) 11 1/6 ML 1.3 601.ln 8-011°75- ,1\/lAIN LEVEL FLOOR FRAN/IING FLAN ZI NOTE. ALL HEAVY TIMBER BEAMS TO BE DOIJS—FIR architecture P.O. BOX 95 CARBONDALE COLORADO 81623 George R. Winne A.I.A. COLORADO FLORIDA iThr=8.4346 Phone: 561.644.4704 Fax : 970.7045062 Fax : 561.404.4988 CO #306099 FL $0007732 NY #022861 COA #26001453 LLI 0 —J NGLE FAM ONE STORY S LOT D-14 ASPEN GLEN CARBONDALE GARFIELD COUNTY, COLORADO sheet descriptions MAIN LEVEL FLOOR FRAMING PLAN • 1 No. Description 1 PROGRESS Date 10-10-111 L. ir drawn checked DDK DDK date OCTOBER 17, 2011 job no. 11045 sheet 5.2 1011-2" 22'-I0 1/2" 5'-b' 20'-5" I4'-4 I/2' 3'-0' 1/2" PLYWOOD SHEAR WALLS TYP • PERIMt i tK U.N.O. 41-13/4' I5' -b I/2" 2 3/4" bx12 DFL 01 COMMON TRUSS 1, 1 •24"OC (3) 2x10 COMMON TRUSS COMMON TRUSS •24"OG (GIRDER TRUSS GOMP'ION 1711.9e .24"0G ,71 a f=Q.rm /Ylrnj L✓S s ✓.4s9lrf7 Cr-ninehmj 5-4e/ rt- (2/41/ ,See 51/ hair •24"OG 51-6" COMMON TRUSS J 41-4 I/ r +, 101-0" FLOOR PLAN NOTES: 1) ■ COL BELOW OR COL ABOVE AND BELOW 2) 0 GOL ABOVE 3) [ JOIST HANGER 4) JOIST BEARING 5) T GONG • BUILDING ELEVATION IPO' -0' 6) ////4 STEP OF CONCRETE OR PLYWOOD SURFACE 1) Exxx'-XX"] BEAM ELEVATION OVERFRAMING DISCONTINUOUS BEAM 8) 4) —■- 10) 11) T PLATE= 110'-O' CONTINUOUS BEAM TOP OF 2X PLATE 12) ALL SUBFLOORS TO BE 3/4'T46 PLYWOOD GLUE -NAILED WP UNO SEE GENERAL NOTES FOR NAILING 15) ALL COLUMNS (2)-2x6 TYP UNO 14) ALL HEADERS (2)-2x10 TYP UNO 15) DO NOT SCALE DRAWINGS CONTACT ARCHITECT OR ENGINEER FOR DISGREPANGIES OR MISSING DIMENSIONS 101-0" 101-0" PRE-ENGINEERED RF TRUSSES HAVE ENGINEERING FOR INSPECTOR AT TIME OF FRAME INSPECTION e 9O/, St / /8 r 1/2" PLYWOOD SHEAR WALLS TYP • PERIMETER U.N.O. 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COLORADO FLORIDA nc: 970.618.4346 Phone: 561.644.4704 Fax: 970.704.5062 Fax: 561.404.4988 CO *306099 NY *022861 FL 80007732 COA #26001453 NGLE FAM ONE STORY S LOT D-14 ASPEN GLEN CARBONDALE GARFIELD COUNTY, COLORADO sheat description: ROOF FRAMING FLAN drawn checked DDK DDK data OCTOBER 17, 2011 Job no. sheet 5.3 11045 No. 1..__...-ro Description PROGRESS Date 1 10-10-11 , 33 s ..w j -. —, 1 j 1 I drawn checked DDK DDK data OCTOBER 17, 2011 Job no. sheet 5.3 11045 r L_ LOT 17-14 RESIDENCE 10-04-11 A. DESI6N LIVE LOADS SNOW 2. RESIDENTIAL 5. WIND. 4. SEISMIC ZONE B. DESIGN CODES 40 P5F 40 P5F WIND SPEED 40 MPH (3 SECOND SUSST) EXPOSURE B 5 INTERNATIONAL RESIDENTIAL CODE (2009) 2. AGI BUILDING CODE (AGI 916-95) 5. AISG STEL. CONSTRUCTION MANUAL (4th Edition) 4. AITG TIMMER CONSTRUCTION MANUAL (4th Edition) G. FOUNDATION NEW BUILDING FOOTINGS HAVE BEN DE91610E2 FOR A MAXIMUM ALLOWABLE SOIL WARNS PRESfxJRE OF 1200 PSE, PLACED Ot4 UNDISTURBED SOIL SEE SOILS INWESTISATION REPORT NO. III 2S4A, SEPTEMBER 4, 2011 BY HP 6EOTEGH FOR ADDITIONAL SOIL DATA AHD GONLSiTRUGTION REQUIREMENTS. THE OWER SHALL RETAIN A S0IL5 ENGINEER TO INSPECT THE BEARING SOILS EXPOSED DURING EXCAVATION TO VERIFY BEARING CONDITIONS. PROVIDE FOUNDATION DRAIN AND UNDERDRAIN SYSTEMS AS RECOMMENDED BY THE SOILS ENGINEER PRECAUTIONS SHOULD BE TAKEN TO PREVENT WETTING OF THE BEARING SOILS. PROVIDE UNDER SLAB DEYIATERIN6 PER SOILS REPORT. D. CONCRETE CONCRETE HAS BEEN DESIGNED AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE AMERICAN CONCRETE INSTITUTE BUILDING CODE (AGI 516-84) ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OP 9000 P51 IN 26 DAYS. MECHANICALLY VIBRATE ALL CONCRETE WHEN PLACED EXCEPT SLABS ON 6RADE. ALL SLABS ON GRADE SHALL HAVE CONTROL JOINTS (KEYED OR 5AW GUT) AT MAX 20'-0' O.G. EACA4 WAY UNLESS SHON4 OTHERWISE ON PLAN. REINFORGIN6 BARS SHALL EC A5T4 A6I5 - &RADE 60. NO SPLICES OF REINFORCING SHALL E MADE AND NO WE3.DIN5 OF REINFORCING SHALL BE PERMITTED EXCEPT AS DETAILED OR AUTHORIZED BY THE STRUCTURAL ENGINEER. LAP SPLICES, WHERE PERMITTED, SHALL BE A MINIMUM OF 96 BAR DIAMETERS. PROVIDE CORNER BARS OF EQUAL SIZE AND SPACING AROUND ALL CORNERS. PROVIDE 2 - O5 BARS WITH A MINIMUM OF 2'-0' PROJECTION BEYOND THE SIDES OF ALL OPENINGS IN WALLS, BEAMS AND SLABS. PROVIDE ALL ACGE550RIE NECESSARY TO SUPPORT REINFORCING AT POSITIONS SHONP! ON THE PLANS. WELDED WIRE FABRIC SHALL CONFORM TO ASTM AI65. LAP WIRE FABRIC REINFORCEMENT ONE FULL MESH PLUS 2' AT SIDE AND ENDS AND WIRE TOGETHER. ANCHOR BOLTS FOR BEAM AND COLLMN BEARING PLATES SHALL CONFORM TO ASTM A301 AND BE PLACED WITH SETriis TEMPLATES. E. CONCRETE MASONRY ALL EMUS SHALL CONFORM TO ASTM 000. C44):5 USED BELOW GRADE AND ALL EXTBUOR WALLS SHALL BE GRADE P4 -I. INTERIOR GONC.RETE MASONRY LINTS NOT EXPOSED TO WEATHER OR EARTH MAY BE GRADE M -I OR 5-1. ALL MORTAR FOR EXTERIOR WALLS AND INTERIOR BEARING WALLS SHALL CONFORM TO ASTM 210, TYPE 9. GROAT FOR MASONRY BOND BEAMS AND PILASTERS SHALL BE MADE WITH STONE AGGREGATE AND SHALL DEVELOP 9000 P51 COMPRESSIVE STRENSTH IN 26 DAYS. ALL MASONRY SHALL DEVELOP 1950 P51 LLTIMATE COMPRESSIVE STRENGTH (Rte) IN 26 DAYS. ROD *ROUT IN vORTGAL SPACES IMMEDIATELY AFTER POIIRI146 AND AGAIN 5 MINUTES LATER. PLACE CONTROL JOINTS IN OK WALLS MAXIMUM 24'-0" O.G. EXCEPT GMU FOUNDATION WALLS. HORIZONTAL REINF-ORGIN& SHALL BE STANDARD 17tR-0-WAL" OR AUTHORIZE" EQUIVALENT SPACED AT 16" O.G. EXCEPT AS NOTED. VERTICAL REINFORCING SHALL EXTEND FOR THE FILL HEIGHT OF THE WALL IN &ROUTED CELLS. &ROUT LIFTS SHALL NOT EXCEED 4'-0' UNLESS GLEAN OUTS ARE PROVIDED IN WHICH CASE GROUT LIFTS SHALL NOT EXE® 6'-0'. PROVIDE I - •9 IN CENTER OF &ROUTED CELL AT ALL CORNERS, INTERSECTIONS, WALL ENDS, BEAM BEARINGS, JAMBS, EACH SIDE OF CONTROL JOINTS AND AT INTERVALS NOT TO EXCEED 46' 0O_ UNLESS NOTED OTHERWISE 014 PLAN. DOWEL ALL VERTICAL REINFORCING TO POLNDATION WITH DOWELS TO MATCH WALL REIPFORGIN'. PROVIDE 2 - •5 CONTINUOUS HORIZONTAL IN 6 DEEP &ROUTED BOND BEAM AT EACH FLOOR AND ROOF LEVELS NO MIN 46' LONG BELOW ALL BEAM BEARINGS. REINFORGINS BARS SHALL CONFORM TO ASTM A615, SPADE 60. AT SPLICES, LAP BARS 40 DIAMETERS. AT CORNERS AND INTERSECTIONS, MAKE HORIZONTAL BARS GONTNJOI)S OR PROVIDE MATCHING CORNER BARS. AROUND OPENINGS IN WALLS, PROVIDE 1 - 04 TO EXTEND A MINIMUM OF 24' BEYOND EDGE OF OPENINS. F. 5-naeL ALL STEM. SHALL CONFORM TO ASTM A492-50 EXCEPT TUBE COLUMNS WHICH SHALL CONFORM TO ASTM A■ • (GRADE 5) LATEST EDITION. PIPE SHAPES SHALL CONFORM TO ASTM A59 ((RADE 5). ALL SHOP GONECTONS SHALL BE WELDED. FIELD CONNECTIONS SHALL EC STANDARD FRAMED BEAM CONNECTIONS WITH MAXIMUM WEER OF ASTM A501 5/4' DIAMETER BOLTS TO FIT BEAM IN SINGLE ROW AND SHALL CONFORM TO ASTM AS01, UNLESS OTHERWISE NOTED. ANCHOR BOLTS SHALL CONFORM TO ASTM A901. STRUCTURAL 5TH SHALL BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE WITH LATEST PROVI91ot9 OF THE AISG MANUAL OF STH CONSTRUCTION AND AISG CODE OF STANDARD PRACTICE. SHOP DRAWINGS SHALL BE S I3MITTED TO THE ARCHITECT OR l3 i e FOR REVIEW PRIOR TO FABRICATION. SHOP DRAWINGS SHALL DETAIL EACH BEAM, APPLICABLE GONNEGnosts, LAYOUT, AND BRACING.. USE WELDERS PECTINS THE REG)IREMENTS OF THE AWLS 'STANDARD QUALIFICATION PROCEDURE. COMPLY WITH AWS 171.1 'STRUCTURAL WELDING CODE.' ALL WELDS SHALL BB E70XX TYPICAL uNLE5s NOTED OTHERWISE. PRIME ALL STEL WITH APPROVED PRIMEFL TOUGH -UP PANT AT EXPOSED BOLTS, WELDS, AND ABRADED SHOP PAINT AREAS. DRY PACK OR (ROUT FOR MARINO PLATES SHALL BE SHRINK RESISTANT EMBEGO 159 OR EQUIVALENT. EXPANSION BOLTS SHALL BE YEJ-IT', RED HEAD', KW'IKBOLT', OR APPROVED WEDGE TYPE, INSTALLED IN ACCORDANCE WITH THE MANFAGTJRER'S REOUIRENENTS. 6. STRUCTURAL WOOD FRAMING AU_ WOOD FOR STRUCTURAL FRAMING SHALL BE KILN DRIEST HEM FIR 02 GRADED AS PER LATEST EDITION 'NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION' BY THE NATIONAL FOREST PRODUCTS ASSOCIATION AND WWIPA. HEAVY TIMBER FRAMING (DOUGLAS FIR NO. 1 ) Pb • 1500 P51 Fv • 85 PSI E • 1600000 P51 SIZES SHOWN FOR STRUCTURAL WOOD FRAMING ARE NOMINAL SIZES. PROVIDE SOLID BLOCKING BETNEEN ALL JOISTS AND RAFTERS AT SUPPORTS AND MINIMUM I X 4 CROSS BR1D61N6 AT NOT MORE THAN 8'-0' O.G. BETWEEN SUPPORTS EXCEPT AS OTHERWISE NOTED. PROVIDE DOUBLE JOISTS UNDER ALL PARTITIONS RUNNING PARALLa, TO J015T5 AND SOLID BLOCKING UNDER ALL PARTITIONS RUNIN6 PERPENDICULAR TO JOISTS. PROVIDE BRID6146 AT NOT MORE THAN 6'-0' O.G. FOR STUD WALLS NOT COVERED BY SHEATHING OR WALL COVERINGS MEETING. LBG MINIMUM REQUIREMENTS PER UBC SECTION 25114.1. CONNECTORS SHOWN ON THE PLANS ARE MANUFACTURED BY THE SIMP°SON COMP . CONNECTORS BY OTHER MANUPAG1tWE LS SHALL BE DEEMED AS EQUIVALENT IP WEIR RATED CAPACITY IS EQUAL TO OR 6REATER THAN THAT OF THE CONNECTOR SPECIFIED. FOLLOW MAUFAGTURERS RECOMMENDATIONS FOR NAILS AND BOLTS. ALL NAILING NOT NOTED SHALL BE ACCORDING TO TABLE 29-11-8-1 OF THE UNIFORM BUILDING CODE. PLYWOOD FOR ROOFS, FLOOR4, AND SHEAR WALL SHEATHING. SHALL BE APA &RADE TRADEMARKED COX WITH EXTERIOR SLUE. LAY IP PLYWOOD WITH FACE GRAIN PEIRPENDIGULAR TO SUPPORTS AND STAGGER JOINTS. ALL NAILING COMMON NAILS RING SHANGED FOR ROOF AND FLOOR SHEATHING. REFER TO TABLE BELLOW FOR USE REQUIREMENT: USE THICKNESS SPAN/INDEX EDGE NAILINS FLAT ROOF 5/4' SLOPED ROOF 5/6' 9,008 5/4' T.G. SPEAR WALL I/2' 48/24 52/16 48/24 24/0 8d • 6' O.G. 8d • 6'O.C. bd • 6' O.G. Sd • 4" O.G. ALL EDSE5 OF SHEAR WALL SHEATNIN6 SHALL BE BLOCKED. INTERMEDIATE NAILING 8d • 12'O.G. 6d •12' 0.G 8d • 12'04. 6d •10' O.G. ELLE LAMINATED BEAMS SHAT BE FABRICATED NTH Ltfr' OF EITHER DOUGLAS FIR/LARCM OR SOUTHERN PINE. LAMINATED MEMBERS SHALL BE DESISNED AND FABRICATED IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR THE DESIGN Ate FABRJGATON OP STRUCTURAL GLUE LAMINATED LUMBER" PUBLISHED BY THE ATG AND THE APPROPRIATE LUMBER PRODUCERS' ASSOCIATION. 'APPEARANCE °RADE SHALL BE INDUSTRIAL, EXCEPT VENEERS TO BE EXPOSED SHALL BE ARCHITECTURAL AND SUPPLIED INDIVIDUALLY WRAPPED. LAMINATED MEMBERS SHALL BE BUILT LP U51N6 2" NOMINAL MATERIAL. 512E5 SHOWN ARE NET FOR 6LUE LAMINATED MEMEER5. ALLOWABLE UNIT STRESSES POR DRY CONDITIONS OF Lee REQUIRED SHALL BE AS FOLLOWS, MEHEER9 STRESSED PIVNGIPA.LY IN MOANS (BEAMS, GIRDERS) - COMBINATION 24F Fb • 2400 P51 Fv • 165 PSI E • 1600000 P91. PROVIDE SAME PROPERTIES TOP AHO BOTTOM FOR CANTILEVERED BEAMS. FABRICATED WOOD JOISTS, 1 SERIES FA9RIGATED J015T5 WITH STRUCTURAL WOOD FAN ES AND PLYWOOD YCS GATED FOR ON THE DRAWINGS AS -TJI? ARE A5 MANUFACTURED BY THE TRUs- J0157 CORPORATION OF BOISE, IDAHO. FABRICATED WOOD JOISTS SHAT BE INSTALLED 114 ACCORDANCE NTH THE MANUFACTURERS RECOMMENDATIONS. ' PPLY ALL PLATE, BLOCKING, BRIDGING, BRACING, STIFFENERS AND OTHER RELATED ITEMS AS REGOMME1C7ED BY THE MANLIFACTUREiR. CONTINUOUS BLOCKING SHALL BE IPLSTALLEP AT ALL INTERIOR SUPPORTS. PROVIDE DAUBLE J019T5 UNDER ALL PARTITIONS RUNNING PARALLEL TO JOISTS AND SOLID BLOGKIN6 UNDER ALL PARTITIONS RUNNING PERPENDICULAR TO JOISTS. FABRICATED WOOD TRL.CCC.. PROVIDE 19461NEEREV OPE94 PC ROOF TRUYC_, AS PROFILED BY DRAWINGS. DESIGN TO CARRY LIVE LOADS INDICATED BY STRUCTURAL DRAWINGS, FOLLOW REQUIREMENTS OF THE INTERNATIONAL BUILDING COPE WITH A LoAD DURATION FACTOR of I.o WITH A MAXIMUMALLOWABLE TOTAL LOAD DEFLECTION OF L/560. 5410? DRAWINGS, AN ERECTION FLAN AND SEALED STRUIGTURAL GALC.LATONS SHALL BE SUBMITTED TO THE ENSINEER FOR REVIEW PRIOR TO FABRICATION CALCULATIONS SHALL BE SEALED BY AN ENGINEER REGISTERED IN THE STATE OF COLORADO. SHOP MANTES SHALL DETAIL EACH TRUSS TYPE, APPLIGAPI r CONNECTIONS, TRUSS LAYOUT * BRACING. TRUSS TO TRUSS GONNGEC•Tote TO BE DPSI614197 4 SUPPLIED BY TRUSS MANUFACTURER. SUPPLY ALL PLATE, BLOCKING, BRIDSING$RACINS, STIFFENERS, BEARING ENHANCERS t OTHER RELATED ITEMS AS RECOMMENDED BY THE FABRICATOR MGRO•LAM LUMBER BEAMS, VERTICALLY LAMINATED VENEER HEADERS AND BEAMS 1 5/4' THICK GALLED FOR ON THE DRAWIN65 AS TL' ARE AS MANUFACTWED BY THE TRIS -JOIST CORPORATION OF BOISE, IDAHO. MIGRO•L.AM HEADERS AND BEAMS SHALL BE INSTALLED IN AGGORDANGE WITH THE MANUFACTURERS RECOMMENDATIONS. WHEN MORE THAN ONE THICKNESS IS REQUIRED . THE MEMBERS SHALL ENE FASTENED TOGETHER WITH TWO ROWS OF 16 -PENNY COMMON NAILS SPACED 12' O.G. FOR I -EMBERS WITH 14' AND GREATER DEPTH USE THREE ROWS. I. THE ARCHITECT MUST AUTHORIZE ALL SUBSTITUTIONS. SUCH AUTHORIZATION DOES NOT RELIEVE THE CONTRACTOR FROM CONFORMANCE WITH THE DRAWINGS AND _AT4IFIGATON6. J. COORDINATE ALL OPB4IN65 THROUGH FLOORS, WA LS AND ROOFS WITH THE MECHANICAL AND ELEGTTRIGAL. CONTRACTOR*. K. DO NOT BACKP1LL ASAINGT WALLS UNTIL FLOOR AND ROOF SYSTEMS BRACING THOSE WALLS ARE IN PLACE. L CONSTRUCTION MATERIALS SHALL BE SPREAD OJT IF PLACED ON FRAMED CONSTRUCTION. LOAD SHALL NOT EXGEPD THE DESIGN LIVE LOAD PER SQUARE FOOT. M. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. INE CONTRACTOR SHALL E PROVIDE ALL MEASURES. NECESSARY TO PROTECT THE STRUcTURE DURIN6 GONsTRUGTON. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING., SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. OBSERVATION VISITS TO THE 511E BY THE STRUCTURAL ENSIMEE R SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS NOR WILL THE STRUCTURAL E SI EER BE RESPONSIBLE FOR THE CONTRACTORS MEANS, METHODS, TECHNIQUES, SEGJENGES FOR PROCEDURE OP CONSTRUCTION, OR THE SAFETY MEGA/Mae AND THE PROGRAMS INCIDENT THERETO. H. SPECIAL IPLePfcTloN STRUCTURAL WELDING, ALL 5140P WELDING TO BE TERPORM® IN AN APPROVED PA RJCATORS SHOP. ALL FIELD WELDS WILL REQUIRE SPECIAL IN9P rSt•Pt'BY A SFEC401 IN9PEGTGt�.APPROVED BY THE BOLDING DEAR V Floors over vented crawlspaces must be insulated; R-30 or enough to fill the cavity. Vents shall be located below the bottom of the floor joist per IRC, R-408.1. As an alternative to insulating floors, crawlspace walls shall be permitted to be insulated when the space is not vented to the outdoors and meets the requirements of IRC, R-408.3. Take precautions to protect plumbing in these areas. ROOF PLAN NOTES: 1) • COL BELOW OR COL ABOVE AND BELOW 2) 0 COL ABOVE 3) [ JOIST HANGER 4) „ JOIST BEARING • T CONE = BUILDING ELEVATION 1 ooLo" 6) ///// STEP OF CONCRETE OR PLYWOOD SURFACE ////// T) LXXX' -XX'] BEAM ELEVATION 6) • 01/ERFRAMIN& DISCONTINUOUS BEAM IO) '•-'-F- GONTIMLJOUS BEAM IU T PLATE TOP OF 2X PLATE 110'-0" 12) ALL ROOF SHEATHING. WITH A 3:12 SLOPE OR GREATER TO BE 5/6' GDX PLYWOOD ALL ROOF SHEATHING WITH LESS THAN A 512 SLOPE TO BE 3/4' GDX PLYWOOD SEE GENERAL NOTES FOR NAILIM6 13) ALL COLUMNS 3-2X6 TYP UNO 14) ALL HEADERS 2-2X10 TYP UNO 15) DO NOT SCALE DRAWINGS CONTACT ARCHITECT OR ENGINEER FOR DISCREPANCIES OR MISSING. DIMENSIONS °ROOF PLAN NOTES FLOOR PLAN NOTES: 1) • COL BELOW OR COL ABOVE AND BELOW 2) 0 COL ABOVE 3) E JOIST HANGER 4) JOIST BEARING • Abh,T GOND • 00'-0" BUILDING ELEVATION 6) ////* / ///// STEP OF CONCRETE OR PLYWOOD SURFACE ?) [XXX' -XX'] SEAM ELEVATION 6) 4) 10) OVERFRAMIN6 • - DISCONTINUOUS BEAM CONTINUOUS BEAM TOP OF 2X PLATE II) T PLATE■ f/ 110'-0' 12) ALL SUBFLOORS TO BE 3/4'T46 PLYWOOD GLUE -NAILED TYP LINO SEE GENERAL NOTES FOR NAILING 13) ALL COLUMNS 3-2X6 TYP UNO 14) ALL HEADERS 2-2X10 TYP UNO 15) DO NOT SCALE DRAWINGS CONTACT ARCHITECT OR ENGINEER FOR DISCREPANCIES OR MISSING, DIMENSIONS FLOOR PLAN NOTES FOUNDATION PLAN NOTES: I) TW 2) TF s) n- 4) lc L4)F• -TOP of CONCRETE WALL ELEVATION - TOP OF CONCRETE FOOTING, ELEVATION - TOP OF CONCRETE LEDGE ELEVATION STEP TOP OF WALL 5) STEP FT6 6) ///// STEP OF CONCRETE OR PLYWOOD SURFACE ////// ) T GONG • 100'-0" BUILDING ELEVATION 8) ® PAD FOOTING SYMBOL STEP CONCRETE FOOTING 4) [XXX' -XX"] BEAM ELEVATION 10) • COLUMN FROM ABOVE 3-2X6 TYP UNO COLUMN II) OVE RFRAMINS 12) ALL CONCRETE WALLS 6' THICK UNO IS) VENT CRAWL SPACE PER 10 PROVIDE BLOGKOUTS IN FOUNDATION WALL ASREOUIRED SEE bENERAL� F NOTES ORREINFORGI3-TENT 14) DO NOT SCALE DRAWINGS CONTACT ARCHITECT 014 ENGINEER FOR DISCREPANCIES OR MISSING DIMENSIONS FOUNDATION NOTES 2X6 ROAD SILL X CONT PV 5/8'4'XIO' ANGH BOLT • 32" 00 2-MBXGONT T CONE WALL SEE X6 BRE WALL • 16"00 X_b Dm•16'00 (ALTERNATE LEES) 10' 2x6.16' 00 STUD WALL NV I/2' PLYWOOD SHEATHING 2X6 ROAD SILL PL W/ /6'41XI2'ANGHOR BOLTS • 32'OG 2) 45 x GOVT TOP * SOT III lil /�J - Arts T WALL/ SLAB GRADE T SLAB= SEE PLAN /SEE PLAN • X t000u000000uoou00000uO°°• Lououo0000°0000000°0°000ge oooooo,,o(�D • na!ogo°o°o°Ooogo°°o°°o°°o°°o°o°e°°o° T FYS ■ el D14c_I I _ IIID -M 1 We PLAN '17 Hi=ll �_ I I 1=-1-- 0 III 3 05XCONT CQ PLAN INTERIOR FOOTING 3/4" = 1'-0" MASONRY TIE 0 16' 0.0EJ^L STONE VENEER SEE ARCH FOR DRAINAGE MAT, ETC. SEE ARCH FOR FLASHING 4 VEEP HOLES TYP UNO T WALL• X12 PLAN FOUNDATION DRAIN CIS SOILS REPORT Pt4 2x6.16'00 STUD WALL WI/ 1/2' PLYWOOD SHEATHING. • 2X6 RDWO SILL PL WV /8'0X12°ANCh4OR BOLTS • 52'00 • T CONGOak - 5EE PLANVY • e o 0 0 o e o e e e e u f 0 0 0 0 0 0 0 0 0 0 o D O o 0 0 0 0 0 0 0 0 0 0 l 00000000000000000000000 O O D 0 0 0 0 0 0 O, af21`I 1°�'-IDI �-r -I11-1I1-111- 4' • 6" GORE 1. •3 X A -I" O 18°00 FOUNDATION DRAIN SEE SOILS REPORT 2) •5xCANT TOP R BOT HORIZ • 16"0G 05 VERT • 18'00 CENTERED 0 00000000r o°20°r PLAN 1 FOUNDATION WALL @ GARAGE 3/4" = 1'-0" 105 X al LDAL • 18'00 ALTERNATE 6' LESS open f tole Solis IZEpdg-T1 p -eq ,re of ,tt Fowl k ' i pec. ovi . 12-0 psi. I/2"X3'X4 1/2" STEEL KNIFE PLATE IN/ (2) to TE RI) BOLTS SPADE 4" APART STEEL PLATE I/2"X6 I/2"X6 I/2" • &" x 8" COLUMN. ("xe4"x8;" • 10x10 COL) STONE VENEER SEE ARCH (2) *5 BA III III III-IV -III-III-I I I-1 I -III -I I'ILC dL, O I' FTC. SEE PLAN XCONT 1/4 V TIMBER COLUMN SEE PLAN AULK 2) /' HEADED ANCHOR STUDS 6' CMU BLOCK FULLY GROUTED T PER - SEE PLANNY III 'III il1-HE;,III; _ GONG PIER -111-1 =HI SEE PLAN (6) K5 VERTS (3) •3 TIES N • • • SEE PLAN (4)15Xm1_121•4-5 6' FT6 SEE PLAN FOR SIZE 4 REINF TFT& • SEE PLANIIIV FOOTING TO BEAR 014 NATURAL UNDISTURBED SOILS EXTERIOR COLUMN W/ STONE WRAP 3/4" = I' -O" P1•r_1t5 l I-ORIZ • 16'00 VERT • 16'00 T WALL= Lik SEE PL4Nmisf •5 X 111 LDK_ • 16.00 16" • •T CONE SEE PLAN o"oofl ooo000o$ 0 0 0 0 0 0 0 0 0 0 0 0 o D 0 0 0 0 0 0 0 0 0 0 0 0 0 0. /.?°o°oo°°o'°o°°opo°ro°°°°oma°00°02°o; T FTG. Sim PLAN 1 SEE PLAN 2 9 •BXGONT MID HEIGHT FOUNDATION WALL 3/4" = 11-0" MASONRY TIE 0 16' 0.GE.W. STONE VENEER SEE ARCH FOR FLASHING, WEEP HOLES, DRAI MAT, ETC. TYP UNO TI MBERSTRAND RIM X CONT 04 X CONT • NOSING -m-I I I, 1111 1 I I-_ III 10" 7" •5 x 4 DN. • 16'OC FOUNDATION DRAIN CQ SOILS REPORT 11/2' GLR S ..i/c2x6.1611OC STUD WALL WI 1/2' PLYWOOD SHEATHING TJ1 FLOOR JOIST SEE PLAN . • EACH 4019T T PLY■ oik SEE PLAN 2X6 ROM SILL PL W/ /b 4'XIO"ANCHOR BOLTS • 32'OC T WALL plik - SEE PLAN ADD ML BLOCKING • 24" O.G. FOR FIRST 2 BAYS WHEN FLOOR JOIST PARALLEL GONG WALL 2) 05 x CONT TOP 4 BOT VERT • 16,00 • HORIZ4•I 16'OG •5 X in DM_ • 16"OG 6" T GONG • SEE PLAN 00000004;g4000000000000000: D o 0 0 0 0 o a o 0 0 0 0 0: o°o°o,°,o,°,o°o°o°oo°°o°°o°°o°o°°o°oo` T FT6 o -D �a a o D SEE PLAN SEE PLAN TALL FOUNDATION WALL W/ STONE 9 •5XCONT 3/4" = 1'-0" 2X10X1-6'RDWD SILL PLATE W/ 2- 5/4' S X 10" ANCHOR BOLTS SCE PLAN FOR FT& I REINF T FT6 = SEE PLAN TALL FOUNDATION WALL 3/4" = 1'-0" GoIYLttg MA.SONRY TIE • 16' 0.GP!"1. STONE VENEER SEE ARCH TIMBERSTRAND RIM X GOVT 2x6016'00 S1)0 WALL W/ 1/2" PLYWOOD SHEATHING. TJI FLOOR JOIST 5EE PLAN T PLY • Achi SEE PLAN 2X6 RDWD SILL PL W/ /8"PXI2'ANCHOR BOLTS • 52'O0 -m-111I I I 1=1 I I I I l- 10' , "E' *3 x :6_3 DWL • 16.00 FOUNDATION DRAIN SEE SOILS REPORT • ;s:S O0000r SEE PLAN LOW FOUNDATION WALL 3/4" ■ I'-0" MASONRY TIE • 16' 0.G.EJN. STONE VENEER SEE= ARCH TIMBERSTRAND RIM X DONT T WALL* cik SEE PLANIIIIi ADD ML BLOCKING • 24' O.G. FOR FIRST 2 BAYS WHEN FLOOR JOIST PARALLEL LONG WALL 2) 15 x GOVT TOP 4 BOT HORIZ • 16"OG •5 VERT • 16'OG CENTERED 1 •3 X LDWL . 16'00 ALTERNATE 6" LEES 5 T FT6 SEE 05/CONTPLAN 2x6.16"OG STUD WALL WV/ 1/2' PLYWOOD SHEATHING. -1 1 1-I I I -I 1I 4' r" •B X 'AVWL • 16'00 FOUNDATION EE DRAIN_ SSOILS REPORT 00000 000 ;0°_0 .00"0 y7 l TJI FLOOR JOIST SEE PLAN TPLY= SEE PLAN ML BLOCKING IN FIRST 2-13AYS • 24' D.G. •_ T WALL= 5EE PLAN R23 CLIP EA SIDE TOP 4 BOTTOM \\._BIUILT-UP BEAM Se PLAN f 0 o' BUILT-UP RPM W00D COLUMN SEE RAN 2X4XI'-0' ROAD SILL PLATE WI/ 2 -PAF TO FOOTING TFT6 SEE PLAN SEE PLAN 1, LOW FOUNDATION WALL 3/4" = 1'-0" 2x6.16"0G STUD WALL W/ 1/2" PLYWOOD SHEATHING CCE DETAIL I FOR FOUNDATION WALL AND FOOTING REINFORCEMENT AND ADDITIONAL INFORMATION TJI FLOOR JOIST SEE PLAN T PLY • SEE PLAN 2X6 RDWD SILL PL W/ 5/610X12"ANCHOR BOLTS • 52'00 I L I I III 1 1 1 6' FOUNDATION DRAIN SEE SOILS REPORT 0 0 rt1=1 2) 05 x CONT TOP 4 801" 1/15 VERT 0 16'OG CENTERED HORIZ • 16'OC O °-o 0 0000eOo0000pr 9 MI5 X in LDWL • 16'OG ALTERNATE 6" LEGE T WALL. SEE PLAN 3 wxcoNT T FT6 goik SEE PLAN! SEE PLAN LOW FOUNDATION WALL WITHOUT STONE 3/4" = 1'-0" NOTE: BEAM POCKET WIDTH = BEAM FLANGE WIDTH + 4' FORM POCKET INTO IGF WALL SHOWN IIF) 1" TEEL BEAM SEE PLAN /4" FITTED STIFF PL EA 51DE 5" NEW GONG SEE PLAN 4, STEEL BEAM POCKET ALT BEAM 5EE PLAN \-11"SEE PLAN R BEAM 014 NON -SHRINK tsRottr BOLTS architecture P.O. BOX 95 CARBONDALE COLORADO 81623 grwarch@comcast.net George R. Winne A.I.A. COLORADO FLORIDA OrInr70.6-18.4346 Phone: 561.644.4704 Fax: 970.7045062 Fax : 561.404.4988 CO #306099 FL #0007732 NY #02286I COA #26001453 0 >- NGLE FAM ONE STORY S LOT D-14 ASPEN GLEN CARBONDALE GARFIELD COUNTY, COLORADO sheet description: SCALE: AS INDICATED DETA I LS AND GENERAL NOTES No. DeocrIpdon drawn DDK chocked DDK OCTOBER 17, 2011 job no. 11045 sheet 5.4 seal • XXX 1 I/2" = 1'-0" XXX 3/4" = 1'-0" XXX 3/4" = I' -O" XXX 3/4" = I' -O" BxGOL SEE PLAN 8 x TIMBER M PLAN • 2 1/2" TIMBER T -CONNECTION 1 1/2" = 1'-0" XXX 3/4" = 1'-0" @--5)3/4" = I'-0" XXX XXX (2) 5/8" 0X16"LASS PAGE 4" APART. COUNTERSINK 2 3/4" (2) 5/8"0X12"LA6 ACE 4" APART COUNTERSINK 8 x TIMBER EAM DEE PLAN Ben_coll 3/4" = 1'-0" 2-5/8" OX18"LA&5 PAGE 3 1/2" APART. COUNTERSINK 6 x TIMBER M SEE PLAN 6 x COL SEE PLAN TIMBER BEAM I@ WOOD COLUMN 1 1/2" - 1'-0" 2X CRIPPLE STUDS •16'0GMAX) T BEAM= SEE PLAN 2X FULL HEIGHT KIN& STUD TO ENSASE 2X COLUMN AND NO HEADER BUILT-UP WD HEADER SEE PLAN 2X NAILER PLATE COLUMN SEE PLAN (2-2X6 MIN) TYPICAL HEADER N.T.S. *4XGONT • N05 NOTE: SHORE ALL STRUCTURE AS REQUIRED UNTIL CONCRETE HAS REACHED FULL DESIGN STRE&NTH. 0 5 VERT • 16" D.G. SHORE AS REQUIRED UNTIL GONG REACHES DESIGN STRENGTH. Brn_co 11 T PLATE - SEE PLAN11-1 2-2X TOP PLATES 2X STUDS (FULL HEIGHT) evi• 16"OC (MAX) TWIN RO= doik SEE ARGH12 NOTE: SEE GENERAL NOTES FOR NAILING PATTERNS E PLAN FOR SLAB 4 REINF 0 lb" 00 SEE DTL 9/53.1 FOR WALL AN REINFORCING T. SLAB SEE PLAN o°o°o°o°o°o°o°o°o°< PTY � t"Y`' PLAN SEE I I—III-1 I I—I � III -III -III IIIIIIIII11=11'II IIIIII�II THRESHOLD DETAIL 3/4" = I' -O" MASONRY TIE ea 16" O.GEA. STONE VENEER SEE ARCH L4X4X3/8 STEEL ANGLE TYPICAL LINTEL. U.N.O. PROVIDE 8' MINIMJM BEAR • EACH END OF LINTEL. FOR STEEL ANGLE CONTOUR SCE ARCH. NON-STRUCTURAL TIMBER LINTEL. SEE ARCH. STEEL LINTEL 3/4" = 1'-0" 2X6STUD HALL SEE PLAN BUILT UP HEADER • OPENIN&. SEE PLAN. Lotir12 GONG BEAM @ WINDOW WELL 1 I/2" = I' -O" TPLY SEE PLAN FLOOR FRAMING SEE PLAN. T WALL SEE PLAN 8' GONG WALL IN ICF FORM. SEE PLAN. 2)45xCONT TOP 4 BOTTOM. EXTEND 2' a/eSSISI/—//—/ Lon_rtI2 T PLY = CCC PLAN T BEAM •, SEE PLAN FLOOR JOIST 4 HANGER ,EC PLAN WOOD BEAM SEE PLAN HANGING JOIST @ WOOD BEAM 1 1/2" = I'-0" S n_PrJel NOTE: SEE ARCH FOR HEEL HEIGHT OF TRUSS TYPICAL TRUSS BEARING 3/4" = I' -O" T PLATE= oak SEE PLAN1112 NOTE: GLC ARLF1' FOR HEEL HEIGHT OF TRUSS SCISSOR TRUSS BEARING 1 I/2" = 1'-0" SHAPED 2X PLATE W/ /2"0 BOLTS • 24"OG STAG&ERED STEEL FLOOR BEAM 3/4" = 1'-0" Z•J 1 1/2" TYP OPL A 3/4"X10"XIO' 3/4"X8"X5;" • PL A.I OP" 3/4"X 5"XIb' 2' TYP 'rPLY = DEE PLAN T BEAM = SEE PLAN FLOOR JOIST 4 HANGER SEE PLAN NOTE: BEAR PLS ON 1 I/2' HIGH STRENGTH &ROUT ALL BOLTS 3/4"0X12" 0 111 • • rei • • I I/2' TYP OPL 5 3/4"XS"X16" DE EDGE OF PLATE STEEL BASE PLATES N.T.S. I I/2" CLR CORNER REINFORCEMENT DETAIL TO BE USED • ALL TALL WALLS 24" (MIN) LE 05 HORIZONTAL 05 VERTICAL OPL D 3/4"X1I"XI I" Bepite HORIZONTAL SEE PLAN 1 I/2" CLR TYP CORNER BAR DETAIL 1 1/2" = I'-0" 24' (MIN) 1 1/2" 05 X 751' HORIZONTAL 4'-0' MATCH HORIZONTAL. BAR SPACIN& CM1QOItT Y4AL1b HORIZONTAL G ADD VERTICALS AS QUIRED TO SUPPORT HORIZONTAL 4'-0"X4'-0' 4'-0. e5 X 4 HORIZONTAL 1 I/2" MATCH HORIZONTAL BAR SPAGIN& *5 HORIZONTAL *5 VERTICAL CLR CC FLAN CORNER REINFORCEMENT DETAIL TO BE USED • ALL TALL WALLS TYP CORNER BAR DETAIL N.T.5. CNTRFORT Kaaba architecture P.O. BOX 95 CARBONDALE COLORADO 81623 gtwarch@comcast.net George R. Winne A.I.A. COLORADO FLORIDA oni8.4346 Phone: 561.644.4704 Fax: 970.704.5062 Fax : 561.404.4988 CO *306099 FL *0007732 NY #022861 COA *26001453 CARETAKER UNIT - GREENHOUSE - ROOT CELLAR W 0 W 0 SNOOK RES CD w gN O w O 0- U 0 r a Z(/) O ' U YO Z � YZ w co 0 co r- Z >-w Q 21 D co O c sheet description: SCALE: AS INDICATED DETAILS No. Description Date 1 PERMIT 2f2S/10 drawn checked DDK DDK date FEBRUARY 25, 2010 hob no. 10008 sheet 5.5 r 4 a 1' a li CURVE TABLE CURVE LENGTH RADIUS Chord CHORD BEARING DELTA Tongent 6'1 39.12 46.00 37.95 503'49128T 4843'47" 20.83 C2 4.34 46.00 4.34 5305325"E 524'09" 2.17 C3 3.28 5750 3.28 5294926"E 376"10" 1.64 C4 40.70 5750 39.85 50754 47"E 40:3309" 21.24 C5 51.78 8750 51.03 51174'08"E 335426" 26.67 C6 8.71 8750 8.71 5,31'02'26"E 5'42'10" 4.36 Drainage Easement Golf Course casement MITTS SURVEYING' SEP VICES' 727 Blake A venue Glenwood Springs, Colorado 87607 (970) 928-9708 (FAX 947-9007) jeffatss—us. com ss c-1* i.',5-- „,••,--'674,,, b�c?s� cm r%/ 0� co/d` s��q F ` - °fid �ohN, 9.8'`Da/o r62296� \4eeof /o hes) \ I \ 1 I 1 I I I I I I I I I I I 1 / L / \ i 4 Mile 04 ' 512— --89'66 zsca( Sury Lot 011, aspera Glen Szthdivision Filing 1 According to a plat recorded as 176330 County of Garfield, State of Colorado Found. No. 5 Rebar with Yellow Plastic Cop L.S. #15710 Elevation 6029.75 -� Ir I I I I I I I I I j ► Ic-3 I I+ II Water Service? 11 1 1a 1 1 1 1 1 \ k 11.50' 1 cr 1 \off \ \c \ce \". Sewer Service \\� \'O \� \ t.k \/ // \(/ / \// cry "er co en • Jb N Cn • gufldfn9 —1 I \\ \ \ a\ i w\� J Jent E / 5 Dr°tna9° / \ / / / Z/ 7.50' J,J / GRAPHIC SCALE 70 mcswio a 70 20 to Legend and Notes: (Oi tnET ) 1 inch - 10 tt - o indicates found monument as described - Bearings are based upon two rebars with ye/low plastic caps L.S#15710 found at the westerly corner and northwestem corner both of Lot E39 using a bearing of S4455'60"W between the two described monuments. - Th/s survey does not represent a title search by this surveyor to determine ownersh/p or to discover easements or other encumbrances of record and \no title commitment was provided at the time of this survey. This property is subject to easements, rights of way and/ or requirements as noted or shown on the Final P/at of Aspen Glen, Filing No. 1 Surveyor's Certificate: 1, Jeffrey Allen Tutt/e, do hereby certify that / am a Professional Land Surveyor licensed under the law of the State of Colorado, that this site plan is true and correct, that this site p/an was made by me from an accurate survey of said property by me, and under my supervision and correct/y shows the location and dimensions of the boundary, easements and the proposed building. Jeffrey Allen Tuttle L.S. #33638 Date btabe. I ► ► 1 1 I I -- _ — --' I 1 � ' — i i - — — I''� i ■ - TUTTLE SURVEYING SERVICES . Topographical Survey Nap TBI Snowcap Carbondale Colorado DroM'n b y SI Dote: 1047/2070 c."isk/�aif/�o/AaE3v J OF cco, a Co �W, you must commence ny legal action bared upon any defect in kis survey within three years after you discover such defect ,n no event may ny legal action based upon any defect an ny legal Sts survey be commenced more Man len years ^om the date of the certsfacahbn shown ereon Golf Course - -- Golf Course Easement Property Line ------------ Stepping Stones (2'- 6" x 6'-0" poured in place colored concrete. Color to be selected by owner.) Patio (4" Colored Concrete w/ 3' x 3' control joints pattern. Color to be selected by owner.) NIB mp - 2'-0" Stone Wall (Stone to match residence.) 1 1 1 \ \\ \ 6027 6028 1\ 6029 \ \ 1 1 Native Grass 0,\ / Native Grass 1 + 6028.5': / / / Existing Trees (To remain) co co n 0 Drainage Swale Gravel Area (3/4 crushed gravel set on weed barrier, edged with 4" metal edging.) Existing Shrubs (To remain) Drainage Swale / Garage (Finish Floor Elev. = 6030.0') Proposed Residence,z (Finish Floor Elev. = 6030.5') z Auto Court (2,400 sq. ft. colored concrete w/ 12" colored Color to be selected by owner.) border. 1 3'-0" Berm (Slope not to exceed 2:1) Plant Key Symbol Qts Common Name / Scientific Name 1\ 8 Colorado Spruce / Picea pungens 4 Colorado Spruce / Picea pungens Area Drain Existing Trees (To remain) Dry Well (Rim El. = 6028.5') Entry Walkway (4 Colored Concrete w/ 3' x 3' control joints pattern. Color to be selected by owner.) General Notes: 1. Location of all trees shall be staked and approved by Landscape Architect prior to final installation. 2. Exact placement and shape of planting beds shall be reviewed by Landscape Architect prior to final installation. 3. Verify locations of all pertinent existing site improvements and utilities already installed prior to commencing planting work. If any part of the this plan cannot be implemented due to site conditions, contact the Landscape Architect for instructions prior to commencing work 4. Four mil. steel edging shall be installed between all grass areas and planting beds. 5. All planting beds shall receive 2" small Pine bark mulch. 6. Grades shown in the landscape areas are finish grades, including 4" of topsoil in lawn areas and 8" of topsoil in planting areas. 7. All disturbed areas are to be seeded with the Aspen Glen's recommended Native Grass seed mix. 8. All sod and perennial areas shall receive spray irrigation with 100% overlap. This system shall be automatic. Rotor irrigation shall be provided to all revegetated and native seed areas for a minimum of 30 days, thereafter reduce watering gradually. All trees and shrubs located within native grass areas shall receive drip irrigation. 9. Mulch all sown areas with 2" of "Certified Weed Free" straw. Indian Magic Crabapple / Malus sp. Narrowleaf Cottonwood / Populus angustifolia 6 Quaking Aspen / Populus tremuloides 4 Quaking Aspen / Populus tremuloides 1 Autumn Blaze / Acer freemanii 'Autumn Blaze' g Bailey Redtwig Dogwood / Cornus stolonifera 8 Globe Spruce / Picea pungens 'Globosa' 15 Peking Cotoneaster / Cotoneaster lucidus 5 Orange Shrub Rose / Rosa x 'Morden Sunrise' 12 Froebel Spirea / Spriea japonica 'Froebelii' 10 Scale: 1" = 10'- 0" 20 Size Spacing Condition 10' 12' min. Specimen 14' 12' min. Specimen 2" cal. 12' min. 2.5" cal. 20' min. 1.5" cal. 6' min. 2.5" cal. 6' min. Specimen Specimen Nursery Grown Nursery Grown 2" cal. 20' min. Specimen #5 #10 #5 #5 #5 5' min. 5' min. 3' min. 4' o.c. 3' o.c. Full to base Full to base 100 Mixed Perennials #1 18" min. Deer Resistant: Dianthus, Delphinium, Lavender, Alyssum, Coreopsis, Echinacea, Rudbeckia, Gailardia, Lupine, Iris, Peony, Shasta Daisy, Yarrow, Bleeding Hearts, Penstamen 9,000 s.f. Bluegrass Sod FM6,000 s.f. Aspen Glen's Native Grass Seed Mix cc 417 Main Street - Studio L Carbondale, CO 811123 V est "CI .1.4U b S A V a • cn 5:14C Date: September 22, 2011 Revised: Sheet: L-2.0 es ON 4 (01 y1Q'i Q" Wit oth" kir /4 I6k6`11C pti 10) 4' '1 ')' dry 1► Sl ?l1 Pe a t3, tty +t 0040 1010 ati 1 uv 0 r - cot Ph, Pals , eoet/5, sett "drs.¢t g 3io. rt H 9 it r - 9r • .mss\a ,16i.\1WIC% -HOMO rr+' 14 � a• -:fir � Trot f- -1-100.0 1+14 1 9‘•'��L ► i L 4' v I! -571 „'s waaaSIN .n t�ti.�����•�w� s MSS O i5-xf5 IPZie fit, �l' 'pgr' 1' 1/444lvfl7tIf 5 474-alw 114 WET BAR: An area of a room that is designed to be used for serving of beverages, that may only have a single bar sink and no standard size kitchen appliances such as a stove, oven, dishwasher or full size refrigerator. Counter space is limited to 25 square feet. 1 g' 3u et 247 t, 9' toil (oA) FLOOR PLAN 1 : 4 bTor u Ft19 +100.4' -+alna.� architecture P.O. BOX 95 CARBONDALE COLORADO 81623 grwarch@comcast.net George R. Winne A.I.A. COLORADO Phone: 970.618.4346 Fax : 970304.5062 CO #306099 NY #022861 FLORIDA Phone: 561.644.4704 Fax : 561.404.4988 FL #0007732 COA #26001453 ONE STORY SINGLE FAMILY RESIDENCE LOT D-14 • ASPEN GLEN • CARBONDALE GARFIELD COUNTY • COLORADO • CRAWFORD DESIGN BUILD • CARBONDALE • COLORADO I sheet description: reosta r A, No. Description Date drawn ;-"Qj`f checked date 0"IJ2 j11 ttr job no. lo l ` l '. sheet A. 1 .seal OF �7o\\\ 1 ,C .� RC 6099 "e5, •RCE 'I r.1.# l , f \ # . (0 (ill [ 1 V•l 00 p W I NDOW SCHEDULE N 4141- 'i12E- 11) 1 (►) 21ox77/o 2. (t) 1JO' rt/o 3 (1) '`12I0 4 (1) 2.,1Q xWo 5 a) ijant 9/O aum4, 12,,t404-1.1-6 c711 tl.l& tate / 112ANS0M O5t/vr 1AT> 2 042 mar ?LAW. 'L (1) ,/o'- /o 1 2) (sx5/o Q { hZ) 2/& 'o (1) "Joy- Wo 4 A 14 STI✓ 69141" KATT,- Ix�17 1'LATe 1,2 (1)'fe l t/o• t i (1) Stip Fty.e12 T-M'P F- meet, etEIst‘ -1144490m (1) /o' tIo kv11 N 1'► -i re- ? 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I1. BASEMENT PLAN 1 : 4 • Tor vF coNGtzETE. _ 4-0)0\11/e _ &cWW'•7'/ 'ft .tL • JW T2. Cr1Ntgc 124.1 CTI oNk : - Crt' L 4TRI MGE SS $ cwt coMG,i' 9 Q tom./50 o -IGfiIL nSe 1019" - orFkt (a-1sea Vv sN (mkt( opN& 42' - l "f x.1.. 11.1.1 & t ISO" 1-11c4-1 lh! / 1'1 Gti- .Tr I`% HAY 7/414145 -pre L /7r'i pen /./plan fi303. / 693 41144 . oe =ss. _ L/f4/ 64 1j la X •0y ' 211.7" doN//, 4n 0 owieobru5 = M 25 A' z architecture P.O. BOX 95 CARBONDALE COLORADO 81623 grwarch@comcast.net George R. Winne A.I.A. COLORADO Phone: 970.618.4346 Fax: 970.7045062 CO #306099 NY *022861 FLORIDA Phone: 561.644.4704 Fax : 561.404.4988 FL #0007732 COA #26001453 0 •• a Cz7 0 sheet description: t5ikei Nsit taRT No. Description Date drawn f` checked; date /'t it1 job no. /jot IIoff' sheet > • t seal / RIC a �P 3, :099 9�\ E,�RGE j` r . 4 Of 111 1 1 ( 11 1lc 101'011' 1111 1Ttooy,kw I L f f r� <4,A2 I fa 1 li to/ .4_t—r *1 101•4ii' L 17; ( Q C(24GiLe- r1" 191 I2 et file (4 1�'.�'/Z' Arr)-7 (01'.412? 4/i1. tttro" t)2.`• 0" (1.2 t'• '1 a;' ik Fr) l©1.1t 1(e\0" T 1� 101,0C of ROOF PLAN 1 : 4 I{o"t411Lt iiloveyjt* 1 oK- I • A1<4. P40 diteoreca To 29112.- t t.iz t$t . • AR, ?4) r-1~4�t� �a , FJ I'Z. 1'0t 1gu AUS &Alt7Le. eNt,FHARcy, -1-p 51a. 91 4 GOV E4) e 1" 1# LE $ PiPs t FOKI-1 i -o 12;6 1 2, architecture P.O. BOX 95 CARBONDALE COLORADO 81623 grwarch@comcast.net George R. Winne A.I.A. COLORADO Phone: 970.618.4346 Fax : 970.704.5062 CO #306099 NY #022867 FLORIDA Phone: 561.644.4704 Fax : 561.404.4988 FL#0007732 COA 426001453 w • Q0 1-10 e O O w• z W�H zwo au 7QQ S QL O 0 z 0 sheet description: rthoreL4644.4 CRAWFORD DESIGN BUILD • CARBONDALE • COLORADO No. Description Date Ib 1-1GkE9T 111170' , T1 or 5 EAST ELEVATION. 1 : 4 FRONT NORTH ELEVATION 1 : RIGHT SIDE FINISH MATERIAL SCHEDULE 1 • ASPHALT SHINGLES (50 YR) W/ RIDGE VENTS 2 • 2 x 8 WOOD FASCIA W/ ALUM. DRIP EDGE 3 • STUCCO FINISH (5/8" - 2 COAT) 4. 1 x 6 T&G HORIZONTAL CEDAR SIDING 5 • 1 x 10 WOOD TRIM @ TRANSOMS 6 •2 x 6 APPLIED WOOD TRIM @ GABLE ENDS 7. 5" STONE VENEER (FARMERS ROCK) 8 • 3" STONE SILL CAP (COLORADO BUFF) 9 • ALUMINUM CLAD WOOD WINDOWS & DOORS 10 • CUSTOM WOOD ENTRY DOORS 11 • 8 x 8 WOOD COLUMNS W/ STONE VENEER BASE 12 • 10 x 10 WOOD COLUMNS 13 • 6 x 12 WOOD BEAMS 14 • 6 x 12 RIDGE BEAM EXTENTION 15 • 9' x 8' GARAGE DOORS WITH WOOD VENEER 16 • BLACK METAL CHIMNEY CAP (OPEN TOP) NOTE: ALL SOFFITS & PORCH CEILINGS TO HAVE 1 x 6 T&G WOOD FINISH ALL PLUMBING & MECHANICAL FLUES, VENTS & STACKS TO BE PAINTED TO MATCH ADJOINING SURFACES TO CONCEAL THEIR APPEARANCE l architecture P.O. BOX 95 CARBONDALE COLORADO 81623 grwarch@comcast.net George R. Winne A.I.A. COLORADO Phone: 970.618.4346 Fax : 970.704.5062 CO #306099 NY #022861 FLORIDA Phone: 561.644.4704 Fax: 561.404.4988 FL #0007732 COA #26001453 No. Description Date drawn LOT D-14 • ASPEN GLEN • CARBONDALE GARFIELD COUNTY • COLORADO CRAWFORD DESIGN BUILD • CARBONDALE • COLORADO date ��rt,�� job no. � sheet description: F.44:117 sheet F, or2 x @ seal . No. Description Date drawn .)/ checked date ��rt,�� job no. � t b , o+ sheet x @ seal . 117 (006oss:�,RGE •• 0 1111( 0`\ HA -4 ARf WEST ELEVATION 1 :.4 REAR SOUTH ELEVATION 1 : LEFT SIDE FINISH MATERIAL SCHEDULE 1 • ASPHALT SHINGLES (50 YR) W/ RIDGE VENTS 2 •2 x 8 WOOD FASCIA W/ ALUM. DRIP EDGE 3 • STUCCO FINISH (5/8" - 2 COAT) 4• 1 x 6 T&G HORIZONTAL CEDAR SIDING 5 • 1 x 10 WOOD TRIM @ TRANSOMS 6 •2 x 6 APPLIED WOOD TRIM @ GABLE ENDS 7 • 5" STONE VENEER (FARMERS ROCK) 8 • 3" STONE SILL CAP (COLORADO BUFF) 9 • ALUMINUM CLAD WOOD WINDOWS & DOORS 10 • CUSTOM WOOD ENTRY DOORS 11 • 8 x 8 WOOD COLUMNS W/ STONE VENEER BASE 12 • 10 x 10 WOOD COLUMNS 13 •6 x 12 WOOD BEAMS 14 •6 x 12 RIDGE BEAM EXTENTION 15 • 9' x 8' GARAGE DOORS WITH WOOD VENEER 16 • BLACK METAL CHIMNEY CAP (OPEN TOP) NOTE: ALL SOFFITS & PORCH CEILINGS TO HAVE 1 x 6 T&G WOOD FINISH ALL PLUMBING & MECHANICAL FLUES, VENTS & STACKS TO BE PAINTED TO MATCH ADJOINING SURFACES TO CONCEAL THEIR APPEARANCE R6 architecture P.O. BOX 95 CARBONDALE COLORADO 81623 gtwareh@comcastset George R. Winne A.I.A. COLORADO Phone: 970.618.4346 Fax: 970.7045062 CO #306099 NY #022861 FLORIDA Phone: 561.644.4704 Fax : 561.404.4988 FL #0007732 COA #26001453 CW V z A cip W a �O °2 F., U O -< • IZIz aaH z Wo W0;1 CID •0A� E -4o i/) z O shoot description: r /coin PerNirrtoNtes, No, Description Date drown Chocked dots 0 VS1/ 11 job no. 2v its 0,4. shoot Al 13 seal RGEi!IRC V 099 \ 10 11 1( i t� Iopmi 1111 iiragra awl1 ASMI • 711 ..s.■iii 11110 Lk r,A.c & EA k BUILDING SECTION • C 1 : 4 TRANSVERSE @ MASTER BATH BUILDING SECTION • A 1 : 4 LONGITUDINAL (GARAGE TO BDRM #4) ;2 Te, _r_i_c 4Zyj7f• 3 cZVZ7. t 3 / f ioi � I 47_,7 petite/ Czy 2 7.5, 3 crerrvllrle 7tn-t / nn4 (t / , L I � I fi 1-- I-+ - - I -- 1- 1-1 --- 4-- AFANA BUILDING SECTION • B 1 : 4 TRANSVERSE @ FOYER / LIVING / PORCH architecture P.O. BOX 95 CARBONDALE COLORADO 81623 grwarch@comcast.net George R. Winne A.I.A. COLORADO Phone: 970.618.4346 Fax : 970.704.5062 CO #306099 NY #022861 FLORIDA Phone: 561.644.4704 Fax : 561.404.4988 FL #0007732 COA #26001453 z ct 0 0 0 0 0 0 44 U Q c!)PQ rn sheet description: S o1 - No. Description Date drawn c<../ chocked date 0sh.2 1 \ f job no.) sheet 6 seal OF #1 / 06099 EORnE icer, ' \ ittr . G