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HomeMy WebLinkAboutPlans101-8" 19'-10 1/2" 310" 22'-10 1/2" 15'-6 1/2" PAD FOOTING SCHEDULE SIZE REINFORCEMENT 3 -*5 EW BOT 4 -*5 EW BOT 5 -*5 EIN BOT / 5 3/4" REMARKS V 0/ TP 08'-9 1/8" TF 16'-1 1/8" TP 08'-1 1/8" TF 16-1 1/e" I -*5 EW BOT ADDED 2'-0"X10" X DONT 5 -*5 CONT CONT SPREAD 31-0"XI0" x CONT 3 -*5 CONT CONT SPREAD FOUNDATION FLAN NOTES: U TIN -TOP OF CONCRETE WALL ELEVATION 2) TF -TOP OF CONCRETE FOOTING ELEVATION 5) TL -TOP OF CONCRETE LEDGE ELEVATION 4) la STEP TOP OF WALL 5) STEP FT& 6) ////4 STEP OF CONCRETE OR PLYWOOD SURFACE T GONG = 100'-O" -() BUILDING ELEVATION STEP CONCRETE FOOTING CRAWL SPACE TW q8' 9 1/8" TF 16' 1 1/8" PAD FOOTING SYMBOL 0) [XXX' -XX"] BEAM ELEVATION 10) • COLUMN FROM ABOVE 2-2X6 TYP UNO COLUMN SIZED AT LOWEST LEVEL 4 CONSISTANT FOR EACH LEVEL UNLESS CHANGED BY NOTE II) • _ . OVERFRAMING 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. 12) ALL CONCRETE WALLS 8" THICK UNO 15) VENT CRAWL SPACE PER IBC PROVIDE BLOGKOUTS IN FOUNDATION \ WALL AS REQUIRED SEE GENERAL NOTES FOR REINFORCEMENT 14) DO NOT SCALE DRAWINGS CONTACT ARCHITECT OR ENGINEER FOR DISCREPANCIES OR MISSING DIMENSIONS CRAWL SPACE I ', 1 4'-11 1/4" W — — 9' -II I/4" TP 181-0 '1/8" TF 94'-O" TW 18'-0 "1 TF 16'-1 1/ 9'-O 1/2" 11'-4 3/4" TW 98'-9 1/8" TF 96'-I 1/8" STEP FT6 TW 18'-1 1/8 TF 06-1 1/8" NOTE: ADD 6"0 DRAIN IN FT6 NOTE: BLOCK FACES DO NOT ALLI&N (VIF) NOTE: ADD 6"d, DRAIN IN FT& TW 08'-0 1/8" TF 811-5 1/8" TW 14'-9 1/8" TF 80'-5 1/8" TF 16'-1 1/8" TYP U.N.O. 9 TW 100'-1 T/8" TF 06'-1 1/8\ 4" GONG SLAB W/ *4 s Ib"0G E.W. ON COMPACTED &RANULAR BASE CONTROL JOINTS s 10'-0' 00 MAX. NOTE:SEE ARCHITECTURAL FOR SLAB SLOPES, DRAINS, 1 ADDITIONAL INFORMATION 14'-9 1/4" 14'-0 1/4" TW 081-9 1/8" TF 06'-1 1/8" TW 10-1 -N8" TF 89'-5 V8" TW 99'-4" TF 16'-1 1/8" 4" GONG SLAB W/ *4 • 18"OG E.W. 014 COMPACTED &RANULAR BASE CONTROL JOINTS a 10'-0" 00 MAX. NOTE,SEE ARCHITECTURAL FOR SLAB SLOPES, DRAINS, 4 ADDITIONAL INFORMATION CRAWL SPACE TW 100'-I 1/6" TF 06'-1 1/8" TW 14'-9 1/8" TF 89'-5 1/8" TW 100'-1 1/8" TF 96'-1 1/8" 4' GONG SLAB W/ *4 • 18"00 EA. ON COMPACTED &RANULAR BASE CONTROL JOINTS O 10-0" 00 MAX. NOTE:SEE ARCHITECTURAL FOR SLAB SLOPES, DRAINS, 4 ADDITIONAL INFORMATION TW 90'-1 1/8" TF 80'-5 1/8" TW 941-0 1/8" TF 89'-5 1/6" 1 II I r L_ F.) I 11 1 1 O T8'-9 1/8" + W 9 6 OI 1I I © TF 96'-1 1/8" 4 +° +"+" I 11 1 �® m ——— IA --- `dry I I — --J II TW q8'-01/6" J I I TF 84'-5 1/6" TW 96'-1 1/6" TF 80'-5 1/8" TW 08'-0 1/8" TF 06-1 1/6" TW 100'-I 1/6" TF 96'-1 1/6" T TW 98'-9 1/8" n TF 811-5 1/8" TP 18'-1 1/8" TF 541-5 1/6" 18"x18" GONG PIERS YW (4) *5 VERT TYP O PERIMETER U.N.O. NOTE: THE CONTRACTOR 4 OYPIER HAVE READ THE SOILS REPORT *III 254A BY HP &EOTEGH DATED SEPTET -SER 0, 2011, AND HAVE ELECTED TO ACCEPT THE LOW RISK OF SUBSIDENCE DUE TO SINK HOLES THAT EXISTS FOR THIS SITE. SUBSEQUENT OWNERS SHALL BE NOTIFIED OF THIS RISK AND SHALL ALSO ELECT TO ACCEPT THE RISK. TW 100'-I 1/6" TF 16-1 1/8" 14'-3 3/4" 14'-5 1/2" 9'-0 1/2" 24'-6 1/2" TW 18'-9 1/8" TF 06'-1 1/8" TW 100'-1 1/8" TF 16-1 1/6" TW 08'-9 1/8" TF 16'-I 1/8" /-SA3, 9, /2,77 , FOUNDATION FLAN / ®1/4"_I -O" 14'-5 1/2' architecture w P.O. BOX 95 CARBONDALE COLORADO 81623 grwarch@comcast.net George R. Winne A.I.A. COLORADO FLORIDA ons: 970,618.4346 Phone: 561.644.4704 Fax : 970.704.5062 Fax : 561.404.4988 CO #306099 FL #0007732 NY #022861 COA #26001453 W U w Z 0_ J VJ Q 0 m g J U O w V Z Z J o- O O CO o Z Q w V Q O O J VJ W Z 0 sheet description: FOUNDATION FLAN No. Description Date 1 PROGRESS 10-10-11 4. • drawn checked DDK DDK date OCTOBER 17, 2011 Job no. Sheet 11045 seal 111111111111 , D�Pp0 REG ft 1: FF C4G., c,SS/0N1 1-k,N'. 1 raw • • • I • •� r► • • � 4 ,ryyy C Z?':fit' Y1 tip.. a s 14C, PiskTto u . U . (4)Q$- ' PAet7•04 ,irre &Qv dee 5ee_ p/Ain Aff-k-avvi,ev), 6,1/01,y) st \ 0 tjk 1,;(0.),--Lp4o 1-11614 4,rot4e, \tEN ADt,,r? 4 „it. :5,71.4046r, A-rur4kL, C7t1.- e--770 tO o'' LOT D-14 • ASPEN GLEN • CAR13ONDALE GARFIELD COUNTY • COLORADO BUILDING DESIGN DATA ONE STORY SINGLE FAMILY RESIDENCE BASEMENT FAMILY ROOM 2 CAR GARAGE W/ OFFICE AREA CALCULATIONS PROPERTY: BUILDING COVERAGE = 4,033.0 SF (13.0%) (2350 + 1350) PERVIOUS AREA BUILDING: MAIN FLOOR BASEMENT TOTAL LIVING GARAGE & STORAGE TOTAL AREA = 23,542.0 SF (75.2%) = 960.00 SF = 4,292.75 SF = 700.25 SF = 4,993.00 SF APPROVED SUBjECT TO NOTED EXCEPTIONS & INSPECTIONS GARFIELD COUNTY BUILDING EP Date/ ny LD COPY NO INSPECTION WITHOUT THESE PLANS ON SITE page of P,O. BOX 95 CARBONDALE COLORADO 81623 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 Description Date e\f, '6L CCI L. CCI co Ln PI cm I F3 CfJ LOT D-14 • ASPEN GLEN • CARBONDALE GARFIELD COUNTY • COLORADO CRAWFORD DESIGN BUILD • CARBONDALE • COLORADO sheet description: Description Date e\f, '6L CCI L. CCI co Ln PI cm I F3 CfJ IOL' -2" r L L 22'-10 1/2' T GONG= 100'-0" 5'-6" 20'-5' SOLO" 10'-4 1/2" 4'-1 5/4" 15'-6 1/2' 2 3/4" —-- / 119/6"TJI210 •IS"OC Ti? JOIST UNO (3) 11 1/8 ML T 14'-5 I/2" IL T GONG • 49'-6" I LL L (3) II 1/6 ML 1 II II II jmi 12±1 f 10'-0" FLOOR PLAN NOTES: I) • COL BELOW OR COL ABOVE AND BELOW 2) ❑ COL ABOVE 3J [ JOIST HANGER 4) JOIST BEARING • T "'NC • BUILDING ELEVATION LOO' -O" b) ///// STEP OF CONCRETE OR PLYWOOD SURFACE ///// "!) [XXX' -XX"] BEAM ELEVATION a) OVERFRAMINS 0) • DISCONTINUOUS BEAM 10) CONTINUOUS BEAM II)�T PLATE= TOP OF 2X PLATE r/ 110'-0" 12) ALL SUBFLOORS TO BE 3/4"T46 PLYWOOD SLUE -NAILED TYP UNO SEE SENERAL NOTES FOR NAILING' 13) ALL COLUMNS (2)-2X6 TYP UNO 14) ALL HEADERS (2)-2XI2 TYP UNO 15) DO NOT SCALE DRAWINSS CONTACT ARCHITECT OR ENGINEER FOR DISCREPANCIES OR MISSING' DIMENSIONS TPLY• 100'-0" 10'-0" m x C Y 10'-0" T PLY a 100'-0" N II II U U (3) II VS ML [99'-I1 1/4"] (3) 11 1/6 ML Y r u 10— -x- �I I in 10'-5 I/2" 10'-10" 2 3/4" II T/B"TJI 210 •IG'"OG TYP JOIST UNO [001-11 I/4"] (3) II 1/0 ML [0911-11 1/4"1 u (3) II 7/8 ML v II Y/8'TJI 210 •I6"OG TYP JOIST UNO II (3)1 1/6 ML in n IC 14'-b 3/4' 24'-6 1/2' F. inp We0,1I'n 14'-5 1/2" / 3'-0" MAIN LEVEL FLOOR FRAM I NO FLAN ®I/4"=1 -O" (1 4 m m r NOTE' ALL HEAVY TIMBER BEAMS TO BE DOUG -FIR LARGHMI TYPICAL UNO architecture P.O. BOX 95 CARBONDALE COLORADO 81623 grwarch@comcast.net George R. Winne A.I.A. COLORADO FLORIDA onil� e: 970.618.4346 Phone: 561.644.4704 Fax : 970.704.5062 Fax : 561.404.4988 CO #306099 FL #0007732 NY #022861 COA #26001453 LI sheet description: MAIN LEVEL FLOOR FRAMING PLAN Description Date PROGRESS 10-10-11 drawn DDK checked DDK date OCTOBER 17, 2011 Job no. 11045 sheet seal S.2 .\.�o0110� uu1././i,, i • •cc •., „„///NM4 a rpq q{h\l 22'-10 1/2' 5,-b" 101'-2" 20'-5' 30'-0" 4'-1 5/4' 15'-b 1/2" 2 5/4" i0 6xI2 DFL 41 (5) 2x10 FLOOR PLAN NOTES: 14'-4 I/2' PRE-ENGINEEREDoR RIFNSPTRUSSES HAVE ENGINEERINGAT TIME OF FRAME INSPECTION -Tea- e 9/7/511 =/6, /8 I) • COL BELOW OR COL ABOVE AND BELOW 2) 0 COL ABOVE 3) [ JOIST HANGER 4) JOIST BEARING 5) T GONG • BUILDING ELEVATION 100'-0' 6J ///// STEP OF CONCRETE OR PLYWOOD SURFACE T) [XXX -XX"] BEAM ELEVATION 8) OVERFRAMINS a) • — DISCONTINUOUS BEAM 5'-0' JACK 4 HIP TRUSSES TYP AS SHOWN U.N.O. f2) 2X10 TYP HDR 11N0 10) II) T PLATE= / 110'-0' CONTINUOUS BEAM TOP OF 2X PLATE GIRDER TRUSS 12) ALL SUBFLOORS TO BE 5/4'T46 PLYWOOD GLUE -NAILED TYP UNO SEE GENERAL NOTES FOR NAILING' IS) ALL COLUMNS (2)-2x6 TYP UNO 14) ALL HEADERS (2)-2x10 TYP UNO 15) DO NOT SCALE DRAWINGS CONTACT ARCHITECT OR ENGINEER FOR DISCREPANCIES OR MISSING DIMENSIONS z Fns 01:066/5 _ - //Aynfin 9 cennec1ni, 4'-4 I 10'-0" 10'-0" 101-0" 1 I II 1 8x12 DFL •I 8x12 DFL MI III • lir N 8x12 DFL MI s5 ��+,o 1 / �0+,o II l I I.< I Alik (5)4 1/2 ML 0 ADD LSSO EACH BOTLTYPUNo (3)II9/8MLNII_ I• I 1 I I I ® KE .I �- di ,/��"1x �' 5 "' �^ 3 T ` t0 ,L1 =1L4 1/2" lj I— tr/ kr �s sry HUG 62 SEEA^ :Q h 21sT I/2" C-- -` GIRDER TRUSS 1/2" PLYWOOD SHEAR WALLS TYP • PERIMETER U.N.O. (5) 2x10 •24"OC E -ENGINEERED RF TRUSSES HAVE ENGINEERING FOR INSPECTOR AT TIME OF FRAME INSPECTION GIRDER TRUSS (5) 2xI2 COMMON TRUSS 6x12 DFL *1 14'-8 5/4' NOTE, ALL HEAVY TIMBER SEAMS TO BE DOUG -FIR LARCH I TYPICAL UNO PREFABRICATED TRUSS NOTES TCLL•40PSF TODL•15PSF BCDL•IOPSF BCLL•4OPSF (ATTIC) DOL•1.0 SEE ARCH FOR TRUSS PROFILES 4 DIMENSIONS (2) 2x12 (2) 2xI2 1/9/5-/8 Zz, 76 241-6 1/2' ROOF FRAM I NO FLAN e 1/4" = I' -O" architecture P.O. BOX 95 CARBONDALE COLORADO 81623 grwarch@comcast.net George R. Winne A.I.A. COLORADO onP>8.4346 Fax : 970.7043062 CO #306099 NY #022861 FLORIDA Phone: 561.644.4704 Fax: 561.404.4988 FL #0007732 COA #26001453 LOT D-14 ASPEN GLEN CARBONDALE 0 z O 0a J L. W 0 • sheet description: ROOF FRAMING, PLAN No. Description I 1 PROGRESS 1 Date 10-10-11 1 • drawn checked DDK DDK dads OCTOBER 17, 2011 job no. 11045 shoot 5.5 • as LOT D-14 RESIDENCE 10-04-I1 h DESIGN LIVE LOADS SNOW 2. RESIDENTIAL 5. WIND, 4. SEISMIC ZONE B. DESIGN CODES 40 Par 40 PSF WIND SPEED q0 MPH (3 SECOND GUST) EXPOSURE D B I. INTERNATIONAL RESIDENTIAL CODE (2009) 2. AGI BUILDING CODE (AGI 316-95) 3. AISC STEEL CONSTRUCTION MANUAL (9th Edition) 4. AITG TIMBER CONSTRUCTION MANUAL (4th Edition) G. FOUNDATION NEW BUILDING FOOTINGS HAVE BEEN DESIGNED FOR A MAXIMUM ALLOWABLE SOIL BEARING PRESSURE OP 1200 PSH, PLACED ON UNDISTURBED SOIL. SEE SOILS INVESTIGATION REPORT NO. III 254A, SEPTEMBER 4, 2011 BY HP GEOTECH FOR ADDITIONAL SOIL DATA AND CONSTRUCTION REQUIREMENTS. hE OWNER SHALL RETAIN A SOILS ENGINES TO INSPECT TIE BEARING SOILS EXPOSED DURING EXCAVATION TO VERIFY BEARING GONIDITIONS. PROVIDE FOUNDATION DRAIN AND UCERDRAIN SYSTEMS AS RECOMMENDED BY THE SOILS ENGINEER. PRECAUTIONS SHOULD BE TAKEN TO PREVENT WETTING OF THE BEARING 501L5. PROVIDE UNDER SLAB DEWATERING PER SOILS REPORT. D. CONCRETE CONCRETE HAS BEEN DESIGNED AND SHALL BE CONSTRUCTED IN ACCORDANCE HIT- THE AMERICAN CONCRETE INSTITUTE BUILDING CODE (AGI 3I5-89) ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 9000 PSI IN 28 DAYS. MECHANICALLY VIBRATE ALL CONCRETE WHEN PLACED EXCEPT SLABS ON GRADE. ALL 51-A135 ON GRADE SHALL HAVE CONTROL JOINTS (KEYED OR SAW CUT) AT MAX. 20'-0° O.G. EACH WAY UNLESS SHOWN OTHERWISE ON PLAN. REINFORCING BARS SHALL BE ASTM A615 - GRADE SO. NO SPLICES OF REINFORCING SHALL BE MADE AND NO WELDING OF REINFORCING SHALL BE PERMITTED EXCEPT AS DETAILED OR AUTHORIZED BY THE STRUCTURAL ENGINEER. LAP SPLICES, Y* -ERE PERMITTED, SHALL BE A MINIMUM OF 56 BAR DIAMETERS. PROVIDE CORNER BARS OF EQUAL SIZE AND SPACING AROUND ALL CORNERS. PROVIDE 2 - 45 BARS WITH A MINIMUM OF 2-0" PROJECTION BEYOND THE SIDES OF ALL OPENINGS IN WALLS BEAMS AND SLABS. PROVIDE ALL ACCESSORIES NECESSARY TO SUPPORT REINFORCING AT POSITIONS SHOWN ON THE PLANS. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. LAP HIRE FABRIC REINFORCEMENT ONE FULL MESH PLUS 2' AT SIDES Ate ENDS AND WIRE TOGETHER ANCHOR BOLTS FOR BEAM AND COLUMN BEARING PLATES SHALL CONFORM TO ASTM A301 AND BE PLACED WITH SETTING TEMPLATES. E. CONCRETE MASONRY ALL ONUS SHALL CONFORM TO ASTM C90. CMJ'S USED BELOW GRADE AND ALL EXTERIOR WALLS SHALL BE &RADE N -I. INTERIOR CONCRETE MASONRY UNITS NOT EXPOSED TO WEATHER OR EARTH MAY BE GRADE N -I OR S -I. ALL MORTAR FOR EXTERIOR WALLS AND INTERIOR BEARING WALLS SHALL CONFORM TO ASTM 210, TYPE S. &ROUT FOR MASONRY BOND BEAMS AND PILASTERS SHALL BE MADE WITH STONE AGGREGATE AND SHALL DEVELOP 9000 PSI COMPRESSIVE STRENGTH IN 28 DAYS. ALL MASONRY SHALL DEVELOP 1$50 PSI ULTIMATE COMPRESSIVE STRENGTH (I51J IN 28 DAYS. ROD GROUT IN VERTICAL SPACES IMMEDIATELY AFTER POURING AND AGAIN S MINUTES LATER. PLACE CONTROL JOINTS IN CMU WALLS MAXIMUM 24'-0" O.G. EXCEPT CHU FOUNDATION HALLS. HORIZONTAL REINFORCING SHALL BE STANDARD "DUR-0-WAL" OR AUTHORIZED EQUIVALENT SPACED AT 16" O.G. EXCEPT AS NOTED. VERTICAL REINFORCING SHALL EXTEND FOR THE FULL HEIGHT OF THE WALL IN 'GROUTED CELLS. GROUT LIFTS SHALL NOT EXCEED 4'-0" UNLCOO CLEAN OUTS ARE PROVIDED IN WHICH CASE GROUT LIFTS SHALL NOT EXCEED 6'-0". PROVIDE I - •5 IN CENTER OF GROUTED CELL AT ALL CORNERS, INTERSECTIONS, WALL ENDS, BEAM BEARINGS, JAMBS, EACH SIDE OF CONTROL JOINTS AND AT INTERVALS NOT TO EXCEED 46" 0.0. UNLESS NOTED OTHERWISE ON PLAN. DOWEL ALL VERTICAL REINFORCING TO FOUNDATION WITH DOYCLS TO MATCH WALL REINFORCING. PROVIDE 2 - •5 CONTINJOUS HORIZONTAL IN 8" DEEP GROUTED BOND BEAM AT EACH FLOOR AND ROOF LEVELS AND MIN 48" LONG BELOW ALL BEAM BEARINGS. REINFORCING BARS SHALL CONFORM TO ASTM A615, GRADE 60. AT SPLICES, LAP BARS 40 DIAMETERS. AT CORNERS AND INTERSECTIONS, MAKE HORIZONTAL BARS CONTINUOUS OR PROVIDE MATCHING CORNER BARS. AROUND OPENINGS IN WALLS, PROVIDE I - *4 TO EXTEND A MINIMUM OF 24' BEYOND EDGE OF OPENING. F. STEEL ALL STEEL SHALL CONFORM TO ASTM A442 -DO EXCEPT NEE COLUMNS WEIGH SHALL CONFORM TO ASTM A500 (GRADE B) LATEST EDITION. PIPE SHAPES SHALL CONFORM TO ASTM A59 (GRADE B). ALL SHOP CONNECTIONS SHALL BE WELDED. FIELD CONNECTIONS SHALL BE STANDARD FRAMED BEAM CONNECTIONS WITH MAXIMUM NUMBER OF ASTM A501 3/4' DIAMETER BOLTS TO FIT BEAM IN SINGLE ROW AND SHALL CONFORM TO ASTM A501, UNLESS OTHERWISE NOTED. ANCHOR DOLTS SHALL CONFORM TO ASTM A501. 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, SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT OR ENGINEER FOR REVIEW PRIOR TO FABRICATION. SHOP DRAWINGS SHALL DETAIL EACH BEAM, APPLICABLE CONNECTIONS, LAYOUT, AND BRACING. USE WELDERS MEETING THE REQUIREMENTS OF THE AIMS 'STANDARD QUALIFICATION PROCEDURE". COMPLY WITH AWS DI.1 'STRUCTURAL WELDING CODE.' ALL YELPS SHALL BE E1OXX TYPICAL UNLESS NOTED OTHERWISE. PRIME ALL STEEL WITH APPROVED PRIMER.. TOUCH-UP PAINT AT EXPOSED BOLTS, WELDS, AND ABRADED SHOP PAINT AREAS. DRY PACK OR GROUT FOR BEARING PLATES SHALL BE SHRINK RESISTANT ENSEGO 153 OR EQUIVALENT. EXPANSION BOLTS SHALL BE °L"EJ-IT", 'RED HEAD', KWIKBOLT", OR APPROVED WEDGE TYPE, INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS REQUIREMENTS. b. STRUCTURAL WOOD FRAMING ALL WOOD FOR STRUCTURAL FRAMING SHALL BE KILN DRIED HEM FIR •2 GRADED AS PER LATEST EDITION 'NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION' BY THE NATIONAL FOREST PRODUCTS ASSOCIATION AND AIWA. HEAVY TIMBER FRAMING (DOUGLAS FIR NO. I Flo • MOO PSI Fv • 85 P31 E • 1600000 PSI SIZES SHOWN FOR STRUCTURAL WOOD FRAMING ARE NOMINAL SIZES. PROVIDE SOLID BLOCKING BETWEEN ALL JOISTS AND RAFTERS AT SUPPORTS AND MINIMUM I X 4 CROSS BRIDGING AT NOT MORE THAN 8'-0' C. BETWEEN SUPPORTS EXCEPT AS OTHERWISE NOTED. PROVIDE DOUBLE JOISTS UNDER ALL PARTITIONS RUNNING PARALLEL TO JOISTS AND SOLID BLOCKING UNDER All. PARTITIONS RUNNING PERPENDICULAR TO JOISTS. PROVIDE BRIDGING AT NOT MORE THAN 6'-0" O.G. FOR STUD HALLS NOT COVERED BY SHEATHING OR HALL COVERINGS MEETING UBC MINIMUM REQUIREMENTS PER LBG SECTION 25114.1. CONNECTORS SHOWN ON THE PLANS ARE MANJFACT.RED BY THE SIMPSON COMPANY. CONNECTORS BY OTHER MANUFACTURERS SHALL BE DEEP"ED AS EQUIVALENT IF THEIR RATED CAPACITY IS EQUAL TO OR GREATER THAN THAT OF THE COMeTOR SPECIFIED. FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR NAILS AND BOLTS. ALL NAILING NOT NOTED SHALL BE ACCORDING TO TABLE 23-II$I OF THE UNIFORM BUILDING CODE. PLYWOOD FOR ROOFS, FLOORS, AND NEAR HALL SHEATHING SHALL BE APA &RADE TRADEMARKED CDX WITH EXTERIOR GLUE. LAY UP PLYWOOD WITH FACE &RAIN PERPENDICULAR TO SUPPORTS AND STAGGER JOINTS. ALL NAILING COMMON NAILS RING SHANKED FOR ROOF AND FLOOR SHEATHING. REFER TO TABLE BELOW FOR USE REQUIREMENTS. USE THICKteS SPAN/INDEX EDGE NAILING FLAT ROOF 5/4" 48/24 8d • 6' O.G. SLOPED ROOF 5/8' 32/16 8d • 6'OC. FLOOR 3/4' TOG 48/24 8d • 6' 0C. 54 -EAR WALL 1/2° 24/0 8d • 4" O.G. INTERMEDIATE NAILING' Sd • 12'0.C. 8d •12" OC 8d • 12'O.C. 8d •IO° OC. ALL EDGES OF SHEAR WALL SHEATHING SHALL BE BLOCKED. GLUE LAMINATED BEAMS SHALL BE FABRICATED NTH LUMBER OF EITHER DOUGLAS FIR/LARCH OR SOUTHERN PINE. LAMINATED MEMBERS SHALL BE DE516NED AND FABRICATED IN ACCORDANCE WITH 'THE STANDARD SrCGIFICATIONS FOR THE DESIGN AND FABRICATION OF STRUCTURAL SLUE LAMINATED EMBER" PUBLISHED BY THE AITC AND THE APPROPRIATE LUMBER PRODUCERS' ASSOCIATION. 'APPEARANCE GRADE SHALL BE INDUSTRIAL, EXCEPT MEMBERS TO BE EXPOSED SHALL BE ARCHITECTURAL AND SUPPLIED INDIVIDUALLY WRAPPED. LAMINATED MEMBERS SHALL BE BUILT UP USING 2" NOMINAL MATERIAL. SIZES SHOWN ARE NET FOR GLUE LAMINATED MEMBERS. ALLOWABLE UNIT STRCZCCZ' FOR DRY CONDITIONS OF USE REQUIRED SHALL BE A5 FOLLOWS, MEMBERS SIRE—GED PRINCIPALLY IN BENDING (BEAMS, GIRDERS) - COMBINATION 24F Po • 2400 PSI F•/ • 165 PSI E • 1500000 PSI. PROVIDE SAME PROPERTIES TOP AND BOTTOM FOR CANTILEVERED BEAMS. FABRICATED WOOD JOISTS. I SERIES FABRICATED JOISTS WITH STRUCTURAL WOOD FLANGES AND PLYWOOD WEBS CA I FD FOR ON THE DRAWINGS AS "TJI/" ARE AS MANUFACTURED BY THE TRY, - JOIST CORPORATION OF BOISE, IDAHO. FABRICATED WOOD JOISTS SHALL BE INSTAI I Fr) IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS. SUPPLY ALL PLATES, BLOCKING, BRIDGING, BRACING, STIFFENERS AND OTHER RELATED ITEMS AS RECOMMENDED BY THE MANUFACTURER CONTINUOUS BLOCKING SHALL BE INSTA I FD AT ALL INTERIOR SUPPORTS. PROVIDE DOUBLE JOISTS UNDER ALL PARTITIONS RUNNING PARALLEL TO JOISTS AND SOLID BLOCKING UNDER ALL PARTITIONS RUNNING' PERPENDICULAR TO JOISTS. FABRICATED WOOD TRUCE_,. PROVIDE ENGINEERED OPEN WEB ROOF TRU1..,CG AS PROFILED BY DRAWINGS. DESIGN TO CARRY LIVE LOADS INDICATED BY STRUCTURAL DRAWINGS, FOLLOW REQUIREMENTS OF The INTERNATIONAL BUILDING CODE WITH A LOAD DURATION FACTOR OF 1.0 4 WITH A MAXIMUMALLOWABLE TOTAL LOAD DEFLECTION OF LP960. SHOP DRAWINGS, AN ERECTION PLAN, AND SEALED STRUCTURAL CALCULATIONS SHALL BE SUBMITTED TO TI -E ENGINEER FOR REVIEW PRIOR TO FABRICATION. CALCULATIONS SHALL BE SEALED BY AN ENGINEER REGISTERED IN THE STATE OF COLORADO. SHOP DRAWINGS SHALL DETAIL EACH TRUSS TYPE, APPLICABLE CONNECTIONS, TRUSS LAYOUT 4 BRACING. TRUSS TO TRUSS CONNCECTIONS TO BE DESIGNED 4 SUPPLIED BY TRUSS MANUFACTURER SUPPLY ALL PLATES, BLOCKING, BRID&ING,BRAGING, STIFFENERS, BEARING ENHANCERS • OTHER RELATED ITEMS AS RECOMMENDED BY THE FABRICATOR.. MICRO•LAM LUMBER BEAMS, VERTICALLY LAMINATED VENEER HEADERS AND BEAMS 13/4" THICK CALLED FOR ON THE DRAWINGS AS 'ML" ARE AS MANUFACTURED BY THE TRUS-JOIST CORPORATION OF BOISE, IDAHO. MICRO•LAM HEADERS AND BEAMS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS. WHEN MORE THAN ONE THICKNESS IS REQUIRED , THE MEMBERS SHALL BE FASTENED TOGETHER WITH TWO ROWS OF 16 -PENNY COMMON NAILS SPACED 12" 0.0. FOR MEMBERS 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 SPECIFICATIONS. J. COORDINATE ALL OPENINGS THROUGH FLOORS, HALLS AND ROOFS WITH THE MECHANICAL AND ELECTRICAL CONTRACTORS. K. DO NOT BACKFILL AGAINST WALLS UNTIL FLOOR AND ROOF SYSTEMS BRACING THOSE WALLS ARE IN PLACE. L. CONSTRUCTION MATERIALS SHALL BE SPREAD CUT IF PLACED ON FRAMED CONSTRUCTION. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. M. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISH® STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL E 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, ETC. OBSERVATION VISITS TO THE SITE BY THE STRLGTURAL ENGINEER SHALL NOT INCLUDE INGrtCTION OF THE ABOVE ITEMS NOR HILL THE STRUG'TURAL ENGINEER BE RESPONSIBLE FOR THE CONTRACTORS MEANS, METHODS, TECHNIQUE -9, SEQUENCES FOR PROCEDURE OF CONSTRUCTION, OR THE SAFETY' PRECAUTIONS AND TE PROGRAMS INCIDENT THERETO. N. 'STLGIAL INSPECTION STRUCTURAL WELDING, ALL SHOP YELPING TO BE PERFORMED IN AN APPROVED FABRICATOR'S SHOP. ALL FIELD WELDS WILL REQUIRE SPECIAL INSPECTION BY A SPECIAL INSPECTOR APPROVED BT' RHE LD1�U I) H6� /ARTMENT. - - - 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: I) • COL BELOW OR COL ABOVE AND BELOW 2) 0 COL ABOVE 3) C JOIST HANGER 4) JOIST BEARING 5)-411COAG = BUILDING ELEVATION 100'-0" b) /777/ STEP OF CONCRETE OR PLYWOOD SURFACE ////// 1) [XXX' -XX"] BEAM ELEVATION 8) .• OVERFRAMINS q) • — DISCONTINUOUS BEAM 10) f CONTINUOUS BEAM II) T PLATE• ! 110'-0" 12) ALL ROOF SHEATHING WITH A 3,12 SLOPE OR GREATER TO BE 5/8° CDX PLYWOOD ALL ROOF SHEATHING WITH LESS THAN A 3,12 SLOPE TO BE 3/4" CDX PLYWOOD SEE GENERAL NOTES FOR NAILING TOP OF 2X PLATE 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: I) • COL BELOW OR. COL ABOVE AND BELOW 2) ❑ [- COL ABOVE JOIST HANGER 4) JOIST BEARING, 5) T CONG = BUILDING ELEVATION 100'-0" 6) 7/77/ STEP OF CONCRETE OR PLYWOOD SURFACE ////// 7) [XXX' -XX°] BEAM ELEVATION 6) 4) 10) II) T PLATE= no' -o^ 12) ALL SUBFLOORS TO BE 3/4"T46 PLYWOOD GLUE -NAILED TYP UNO SEE GENERAL NOTES FOR NAILING • OVERFRAMIN6 DISCONTINUOUS BEAM CONTINUOUS BEAM TOP OF 2X PLATE 13) ALL COLUMNS 3-2X6 TYP UNO 14) ALL HEADERS 2-2X10 TYP LINO 15) DO NOT SCALE DRAWINGS CONTACT ARCHITECT OR ENGINEER FOR DISCREPANCIES OR MISSING, DIMENSIONS FLOOR PLAN NOTES FOUNDATION PLAN NOTES: I) TW -TOP OF CONCRETE WALL ELEVATION 2) TF -TOP OF CONCRETE FOOTING ELEVATION 3) TL -TOP OF CONCRETE LEDGE ELEVATION 4) h STEP TOP OF WALL STEP FTG 6) 77/7 STEP OF CONCRETE OR PLYWOOD SURFACE /7/77/ T) T COAG • 100-0" BUILDING ELEVATION - 8) ® PAD FOOTING SYMBOL 5) STEP CONCRETE FOOTING q) [XXX' -XX"] BEAM ELEVATION 10) • COLUMN FROM ABOVE 3-2X6 TIP UNO COLUMN II) , , - : O'VERFRAMIN& 12) ALL CONCRETE HALLS 6' THICK UFO 13) VENT GRAM SPACE PER IBC-'` PROVIDE BLOCKOUTS IN FOUNDATION WALL AS REQUIRED SEE GENERAL NOTES FOR REINFORCEMENT / 14) DO NOT SCALE DRANIINSS CONTACT ARCHITECT OR ENGINEER FOR DISCREPANCIES OR MISSING DIMENSIONS FOUNDATION NOTES 2X6 RDWD SILL X CONT W/ 5/8'4'X10" ANG- BOLT • 32' OG 2- 5XGONT TO - CONG WALL SEE PLA 2X6 BR& WALL • 16"OC .. X O DWL el6'OC - (ALTERNATE LEGS) 0' T WALL/ SLAB ON GRADE T SLAB= SEE PLAN SEE PLAN 000000000o000 000°o 0000 O 0 0 0 0 °- 0 0 0 0 000000. onon�Dnoo°000°00000� T FTG • O 0 o 00020 0 I 17 lit J SEE PLAN INTERIOR FOOTING 3/4" = 1'-0" MASONRY TIE e 16' O.Cf$N. STONE VENEER SEE ARCH FOR DRAINAGE MAT. ETC. SEE ARCH FOR FLASHING 4 rep HOLES TYP UNO T HALL= SEE PLAN _— SEE PLAN 1111=1 111 XCONT Ftta_tb2 2x6.16"OG STUD WALL W/ U2" PLYWOOD SHEATHING 2X6 WIND SILL PL Y1/ /8"4'X12"ANCHOR BOLTS • 52"OG • T COAG• • SEE PLAN -I 11-1I I—I II 4" 0 6" CORE •3 X L DWL 0 10"00 FOUNDATION DRAIN ".LEC SOILS REPORT 0_0.00 0 Y 0 0 0 0 0 0 0 0 0 0 0 o a o 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0ono 0 0oppo;±1ii- 0^00000Il000ro, I I I I— I I 2) 05 x CONT TOP 4 SOT HORIZ o 16"OC 05 VERT • I8"OC CENTERED •5 X m I DIAL • 18"0G ALTERNATE 8" LEGS • 0000 00o0„ SEE PLAN FOUNDATION WALL ® GARAGE 0 Doc 3/4" a I'-0" T FTG SEE PLAN -•5XCONT Opev] Hole sods REpc T- geq rare d ,rt- Foc / i fl J inspechavt. I zoo Psi. I/2"X3"Xq 1/2" STEEL KNIFE PLATE W/ (2) t" d' THRU BOLTS SPACE 4" APART STEEL PLATE I/2"Xb I/2"Xb 1/2" a 6" x 6" COLUMN. ()j"x8;"x8" a IOxIO COL) STONE VENEER SEE ARCH (2) •3 BA 1/4 V TIMBER COLUMN SEE PLAN HULK 2) HEADED ANCHOR STUDS 8" CMU BLOCK FULLY GROUTF12 I—III—I I—M I I II I III I III 1•EE- II I II T PIER =al SEE PLAN (8) *5 VERTS (3) $$3 TIE5-\ CI m v SEE PLAN —III III 111 III ,II„_, CONG PIER II=I I I SEE PLAN • (4) M5 X'5) DIALS a”) 6" FT& SEE PLAN FOR SIZE 4 REINF T FT& = SCE PLAN FOOTING TO DEAR ON NATURAL UNDISTURBED SOILS EXTERIOR COLUMN W/ STONE WRAP 3/4" = 1'-0" PI•r_ft5 2x6016' OC STUD HALL W/ 1/2" PLYWOOD SHEATHING -7-171-17177-111-7117//— FOUNDATION DRAIN SEE SOILS REPORT 11/2" CLLR 6' 2X6 ROM SILL PL W/ /8"45XI2"ANCHOR BOLTS • 52"O0 2) M5 x CONT TOP 4 BOT !ire VERT 0 16'00 i / 0 �// ie X m LDAL • 16"0C 16" HORIZ • 16"OG a0000Qoao SEE PLAN MID HEIGHT FOUNDATION WALL T HALL - SEE PLAN T CONC 74,0 • • Sc! PLAN i /00o0o0a0o0o000000000o0o0aeo0: 2g2g2go 0 0 00°0°0°0°0°0°0°0; T FTS 00$.122,,.a-nSEn „ aim SEE PLAN 3/4" = 1'-0" MASONRY TIE 0 16' O.CEJN. STONE VENEER SEE ARCH FOR FLASHING, WEEP HOLES, DRAI MAT, ETC TYP UNO TIMBERSTRANND RIM X CANT *4 X CONT • NOSING —1 I I—III—I I I 10" •B X i) DWL a Ib"OG POUNDATION DRAIN SEE SOILS REPORT 0 °ec 9 USXGONT 2x6016110C STUD WALL W/ 1/2" PLYWOOD SHEATHING TJI FLOOR JOIST SEE PLAN • EACH JOIST I niir ii0-�-fr `\� altr4 Plik 91-"P 4 1% GLR 7w, 7 10 011p Pie e T PLY = chi SEE PLAN 2X6POND SILL Pl. IN/ /8''XIO"ANCHOR BOLTS o 32"OC 11/2' GLR 1/2" T HALL. adik SEE PLAN ADD ML BLOCKING • 24" O.G. FOR FIRST 2 BAYS WHEN FLOOR JOIST PARALLEL GONG WALL 2) 05 x CONT TOP 4 SOT VERT • 16'0C HORIZ • 16'OC 119 *5 X C LDAL • 16"00 6" • T GONG. SEE PLANV 0°000ti°00000°0000000°00000°c °°°°0°°o°O0o°o°°°°°°°°° T FTs°0°0°0°0a0OoDon comp, 415 n SEE PLAN SEE PLAN TALL FOUNDATION WALL IN./ STONE 43XGONT 3/4" = 1'-0" L 2 X 10 X I' -b" RPM SILL PLATE WV 2- 3/4" 4' X 10" ANCHOR BOLTS C PLAN FOR FTG 4 REINF TFT& • SEE PLAN — 1 1 11 -III-1 I=1 1=1 I I— I 1— —- I I I -_ /I—III- PLAN -III I— 1 FOOT N4 SHALL BEAR ON TALL FOUNDATION WALL 3/4" = 1,-0" UNDISTURBED NATURAL SOIL CoWLftg MASONRY TIE 0 16" O.C.E.W. STONE VENEER SEE ARCH TIMBERSTRAND RIM X CONY -r=7n111 1111,;,11111111 10' T„ M3 X 'A DWL • 16'OC FOUNDATION DRAIN SEE SOILS REPORT 2x64416"O0 STUD WALL W/ 1/2" PLYWOOD SHEATHING TJI FLOOR JOIST SEE PLAN TPLY • di SEE PLAN 2X/RDPOSILL PLW/ /8"0X12'ANGHOR BOLTS • 52"OC 5 0 6 T WALL= 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 HORIZ • 16'OG M5 VERT • 16'OC CENTERED o'oo` .°0000 X0000 o°o°•°•°o°oo 00 000 X000;,,•1.000, Y aooiW SEE PLAN LOW FOUNDATION WALL 5/4" a II -O" MASONRY TIE • 16' O.G.EJN. STONE VENEER SEE ARCH TIMBERETRAND RIM X GOVT •5 Xit)LDWL • 16"OG ALTERNATE 8" LEGS T FTG SEE PLAN -MSXCONT 2x68Ib1OC STUD WALL IN/ 1/2" PLYWOOD SHEATHING 711111111 111 111 1 I 1" V T„ •3 X DAL 0 16"0G FOUNDATION DRAIN SEE SOILS REPORT 4 TJI FLOOR JOIST SEE PLAN TPLY • ad ik SEE PLAN ML BLOCKING IN FIRST 2-15AYS 0 24" O.G. T WALL• SEE PLAN H25 CLIP EA SIDE Fr,TOP 4 BOTTOM BUILT-UP BEAM SEE PLAN BUILT-UP RDWD WOOD COLUMN CC PLAN 0 0000','. 00000 000 00.00 0 000 0000 °_°9 00 o_o_ _• • • t(1 \ t\ 2X4X11-0" RPC SILL PLATE LN/ 2 -PAF TO FOOTING T FTG SEE PLAN SEE PLAN LOW FOUNDATION WALL 3/4" = I' -O" 2x6016"OG STUD WALL W/ 1/2" PLYWOOD SHEATHING DETAIL I FOR FOUNDATION WALL AND FOOTING REINFORCEMENT AND ADDITIONAL INFORMATION TJI FLOOR JOIST SEE PLAN TPLY • SEE PLAN 2X8FOND SILL FLNI/ /8'4'X12"ANCHOR DOLTS • 52"OG —rn-111,, I I I,, I =1 I I� III—,, FOUNDATION DRAIN SEE SOILS REPORT o:oto 6" 000°0 0. 00g o°o! • •ate Yo 0 0 0000000000c � •.o�o„r SEE PLAN 2) 05xCONT TOP 4 BOT M5 VERT • 16"OG CENTERED I-ORIZ • 16'OC T HALL. ch SEE PLAN n5 X in LDIAL • I6'O0 ALTERNATE 8" LEGS 9 4T5XGONLT T FT& di SEE PLAN LOW FOUNDATION WALL WITHOUT STONE 3/4" • I'-0" NOTEi BEAM POCKET WIDTH a BEAM FLANGE WIDTH + 4' FORM POCKET INTO IGF HALL A SHOWN (VIF) NEW CONC. HALL SEE PLAN I" TEEL BEAM SEE PLAN /4" FITTED STIFF PL EA SIDE SEE PLAN kJ BEAM `41°SEE PLAN ALT 5t4 PKT \FSEE PLAN EAR BEAM ON NON -SHRINK GROUT BOLTS STEEL BEAM POCKET architecture P.O. BOX 95 CARBONDALE COLORADO 81623 grwarch@comcast.net George R. Winne A.I.A. COLORADO FLORIDA or6r70.618.4346 Phone: 561.644.4704 Fax: 970.7045062 Fax: 561.404.4988 CO *306099 FL #0007732 NY #022861 COA 4126001453 0 NGLE FAM ONE STORY S LOT D-14 ASPEN GLEN CARBONDALE GARFIELD COUNTY, COLORADO sheet description: SCALE: AS INDICATED DETAILS AND GENERAL NOTES No. Description Date 1 PROGRESS • 10-10-11 4 drawn checked DDK DDK date OCTOBER 17, 2011 Job no. 11045 5.4 sheet seal XXX 11/2" = I' -O" XXX 3/4" = I' -O" XXX 3/4" = I' -O" XXX 5/4" = I' -O' SxCOL SEE PLAN (2) 5/8"43X16"LAGS PACE 4" APART. COUNTERSINK 2 3/4" • (2) 5/8"'X12"LAG ACE 4" APART COUNTERSINK 2 1/2" 8 x TIMBER M SEE PLAN TIMBER T -CONNECTION I /2" = 1'-0" XXX 3/4" = 1'-0" XXX 3/4" = ILO" XXX 5/4" = 1'-0" 8 x TIMBER EAM SEE PLAN Bm_co ll 2-5/8" 4,XlB'LAGS PACE 5 1/2" APART. COUNTERSINK 6 x TIMBER AM SEE PLAN 6xCOL SEE PLAN TIMBER BEAM @ WOOD COLUMN 1 1/2" = I' -O" 2X CRIPPLE STUDS o l6'OC(MAX) T BEAM= di SEE PLAN 2X FULL HEIGHT KING STUD TO ENGAGE 2X COLUMN AND WD HEADER BUILT-UP WD HEADER SEE PLAN 2X NAILER PLATE COLUMN CCE PLAN (2-2X6 MIN) TYPICAL HEADER N.T.S. NOTE SHORE ALL STRUCTURE AS REQUIRED UNTIL CONCRETE HAS REACHED FULL DESIGN STREGNTH. •5VERT •16"O.G. SHORE AS REQUIRED UNTIL CONC. REACHES DESIGN STRENGTH. Bm_co11 T PLATE• idb SEE PLAN 2-2X TOP PLATES 2X STUDS (FULL HEIGHT) k77 -e16"00 (MAX) TWIN RO= alik SEE ARCHIV NOTE: SEE GENERAL NOTES FOR NAILING PATTERNS E PLAN FOR SLAB 4 REINF • Ib" OG SEE DTL q/53.I FOR WALL A REINFORCING THRESHOLD DETAIL 3/4" = I' -O" MASONRY TIE • 16" O.CEYV. STONE VENEER SEE ARCH L4X4X3/8 STEEL ANGLE TYPICAL LINTEL U.N.O. PROVIDE 8' MINIMUM BEARI • EACH END OF LINTEL. FOR STEEL ANGLE CONTOUR CCE ARCH. NON-STRUCTURAL TIMBER LINTEL. CC ARCH. STEEL LINTEL 3/4" = I' -O" jabki,T. SLAB SEE PLAN AbkhT. WALL SEE PLAN 2 X 6 511U0 WALL ccc PLAN BUILT UP HEADER • OPENING. CCC PLAN. 1opud2 T PLY = SEE PLAN _FLOOR FRAMING SEE PLAN. T WALL SEE PLAN 8' GONG WALL IN ICF FORM. SEE PLAN. GONG BEAM @ WINDOW WELL I 1/2" = I' -O" 2)*5xCONT TOP a BOTTOM. EXTEND 2' Lon.j"12 TPLY = SEE PLAN T BEAM =0 OEC PLAN FLOOR JOIST 4 HANGER SEE PLAN WOOD BEAM SEE PLAN HANGING JOIST @ WOOD BEAM 11/2" = l'-0" SEE ARCH PREFABRICATED TP' !° -SES C C PLAN 2X BLOCK 12 Bm_4r)s"1 NOTE: SEE ARCH FOR HEEL HEIGHT OF TRUSS STRAP SEL PLAN 2X6016"OC STUD WALL TYPICAL TRUSS BEARING 3/4" = I' -O" PREFABRICATED TRUCICCC r� PLAN 2X BLOCKI SEE ARC 12 T PLATE= odi SEE PLAN NOTE: SEE ARCH' FOR HEEL HEIGHT OF TRUSS ISEE ARCH 12 STRAP CIS PLAN 2X6•I6'OC STUD WALL SCISSOR TRUSS BEARING I I/2" = I'-0" T PLATE= SEE PLANW SHAPED 2X PLATE W/ /2"43 BOLTS o 24"0G STAGGERED STEEL FLOOR BEAM 3/4" = I' -O" • 111/2" TYP OPL A 3/4"XIO"XlO" 3/4'X8"XB" • PL A.I (V OPL C 5/4"X 5"X16' TPLY . SEE PLAN T BEAM = SEE PLAN FLOOR JOIST 4 HANGER SEE PLAN NOTE: BEAR PL'S ON 11/2" HIGH STRENGTH GROUT ALL BOLTS 5/4":9X12" $ TYP • S S • • 11/2" 1YP architecture P.O. BOX 95 CARBONDALE COLORADO 81623 grwarch@comcast.net George R. Winne A.I.A. COLORADO FLORIDA on 970.618.4346 Phone: 561.644.4704 Fax: 970.704.5062 Fax : 561.404.4988 CO #306099 FL #0007732 NY #022861 COA #26001453 OPL B 3/4"XS"Xlb" IDE EDGE OF PLATE STEEL BASE PLATES N.T.S. 11/2" OPL D 3/4"XII"XII" Bs_pIts 1:1 CLR HORIZONTAL ISEEPLAN CORNER REINFORCEMENT DETAIL TO BE USED • ALL TALL WALLS 24" (MIN) L M5 HORIZONTAL $5 VERTICAL _T I 1/2" TYP CORNER BAR DETAIL 11/2" = I' -O" 24" (MIN) LE 1 1/2" -1 CLR MSX 4 HORIZONTAL 4'-0" MATCH HORIZONTAL BAR SPACING GNTTtFORT MALLS HORIZONTAL C R *5 HORIZONTAL *5 VERTICAL ADD VERTICALS AS QUIRED TO SUPPORT HORIZONTAL 4'-0"X4'-0' 4'-0-0' *5 X Q I HORIZONTAL 7 11/2" CUR. EC PLAN MATCH HORIZONTAL BAR SPACING CORNER REINFORCEMENT DETAIL TO BE USED o ALL TALL WALLS TYP CORNER BAR DETAIL N.T.S. CaTRFORT POLLtO CARETAKER UNIT - GREENHOUSE - ROOT CELLAR W U Z 0 SNOOK RES O co Ow g O 0 0N Zu) D O ' UO ZO YZ Q 1 w co 0co r 5• w Q II 0 D cOCO IL CO CO shoot descriptions SCALE: AS IND !GATED DETAILS No. Description 1 PERMIT drawn checked DDK DDK date FEBRUARY 25, 2010 Job no. 10008 sheet 5.5 seal CURVE TA LE CURVE LENGTH RADIUS Chord CHORD BEARING DELTA Tangen t Cl 39.12 46.00 37.95 503'4928 E 48'43'47" 20.83 C2 4.34 46.00 4.34 53053'25"E 524'09" 2.17 03 3.28 57.50 3.28 5294926t 316110" 1.64 C4 40.70 57.50 39.85 SO754'4Tt 4033"09- 21.24 C5 51.78 87.50 51.03 S11 74108"E 3354'26" 26.67 C6 8.71 87.50 8.71 531'02'26"E 5'42'10" 4.36 Drainage Easement Golf Course Easement TETTLA' SIIRVEYINC SERVICES 727 Bloke Avenue Glenwood Springs, Colorado 87607 (970) 928-9708 (FAX 947-9007) jeffatss-us. corn Notice.. According to Colorado law, you must commence any legal action based upon any defect in this survey within three years after you first discover such defect In no event may any legal action based upon any defect in this survey be commenced more than len years from the date of the certification shown hereon. I I I I II I i i I I I tis ss Lre5 • s.9 `�o� ,>,3,-- • U�A�Jio: /qno"„J! • ao°9e o \ -- -- rea= o e"et __SJ I I I I I I 1 I I I I- \ i i 1 N r�1a4295 \ \ N 1+ d .E x'42 5,2 "W 89,6 / Surve Lot P141, Aspen Glen Subdivision Filing / According to a plat recorded as 476330 County of Garfield, State of Colorado Found No. 5 Reber with Yellow'Plastic Cap L.S. #15710 Elevation 6029.75 Vam Water Service? AN_ ca Sewer Service fig le protnogs- TUTTLE SURVEYING SERVICES 7.50' 1/ N Topographical Survey Map 10 GRAPHIC SCALE 0 8 10 20 40 Legend and Notes: - 0 indicates found monument as described Bearings are based upon two rebars with yellow plastic caps L.S.#15710 found at the westerly corner and northwestern corner both of Lot E.J9 using a bearing of 54455'60-W between the two described monuments. - This survey does not represent a title search by this surveyor to determIne ownership or to discover easements or other encumbrances of record and --Tot/tie 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 Plat of Aspen Glen, Filing Na 1 Surveyor's Certificate: I, Jeffrey Allen Tuttle, do hereby certify that I 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 plan was made by me from an accurate survey of said property by me, and under my supervision and correctly shows the location and dimensions of the boundary. easements and the proposed building. Jeffrey Allen Tuttle L.S. #13638 Date TED Snowcap Carbondale, Colorado Drawn by sd Dote: 7041/4070 Golf Course a • 1 1 \ 1 1 1 \1 6027 6028_ \\ 6029~ \ 1 abcb 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.) Native Grass 2'-0" Stone Wall (Stone to match residence.) IMP ----------------- co\ i / Native Grass —7 / ! 0 1 1 Existing Trees (To remain) 77 77 i 1\ Existing Shrubs (To remain) Drainage Swale / Garage (Finish Floor Elev. = 6030.0') Proposed Residence z (Finish Floor Elev. = 6030.5') Drainage Swale Gravel Area (3/4 " crushed gravel set on weed barrier, edged with 4" metal edging.) _Apo 3'-0" Berm (Slope not to exceed 2:1) Plant Key Symbol aty. Common a e I Scientific 8 Colorado Spruce / Picea pungens 4 Colorado Spruce / Picea pungens Auto Court (2,400 sq. ft. colored concrete w/ 12" colored border. Color to be selected by owner.) Area Drain Existing Trees (To remain) Dry = W602ell 8 (Rim E .5') Entry Walkway (4" Colored Concrete w/ 3' x 3' control Color to be selected by owner.) pattern. 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. • •""n�wvvi 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' 100 Mixed Perennials Deer Resistant: 9,000 s.f. Bluegrass Sod 5 10 Scale: 1" = 10'- 0" 20 She 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 #1 18" min. Dianthus, Delphinium, Lavender, Alyssum, Coreopsis, Echinacea, Rudbeckia, Gailardia, Lupine, Iris, Peony, Shasta Daisy, Yarrow, Bleeding Hearts, Penstamen 6,000 s.f. Aspen Glen's Native Grass Seed Mix J cc 417 Main Street - Studio C Carbondale, CO 81623 (970) 963 7123 a? ftp • g is 0 u Lot D-14, Aspen Glen, Garfield County, Colorado Date: September 22, 2011 Revised: Sheet: L - 2.0 w colI1,_l(Q4; 1t'•ko`/C 1.0' ,9" q 1.374 Ick it, x‘ 00 Nr- san a 4•A If Z iN 4), 11 Otom E) +100,P ttl 4 9. 4 to rasa *RIO 1 '` dt" l of, Ah/ fit" t0" y R t' 1010'" i f if kilek, 'WSW* WW1' 7x)c:1,0 3o' --amp Coullx3o°i3o44 cr* ..` C, tt F 41,o" ki-;1ki feAtAttay i \ c9 ic& ig " Pi • • k 444 1z 1' i, "V D' %A 4 �iVtt —4 siact, 8.91, t tlj, tort/5, 5ctrr ptr.RC g 3io.y IP1(0 t 7r' 5 C4 it t1"� 0 tu, ftp -Homo 4 c z 2`i Aj to, RI T 4 -Ionto R `2 2.42', 9"t 01' I' 12. Ite s [...tv\sc, -4- I 1 44', o" 6 LS MIININ 11‘_ 44711MINS 47i y all Cir.- %kit e e iss Its er Tat 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. z`1 co'/? i ' i t 0 lot' (0A) I FLOOR PLAN 1 4 •-rof il? ft\f 'is = +I00.0' -(, Mir architecture P.O. BOX O80�COORA grwarch@comcast.net George R. Winne A.T.A. 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 ca/ 4 O O U O 1±1 Et4 a 6 Z O a S. 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WNtrel 1LUCtt ON - Glt E.L 4ThNG 4 nteCAPir coso11 z t;'9 tl Lt%4f7 Q esIA - I -112-E4479 e 1019" - j I t�t>a1. j t t.A $& : t�" I.l tG�t \M/rt Gv..t=eT� ' `o'o 3'4I&X 31--93 //6/,, Simre C.ph/seUed44.4 PM,/ 693 044 .643 -f5 r Lq4/ 69 17 x .oy , Otte. ' 010/4tri%n 4,u/ dials = //.2SxZ = z2•�f architecture P.O. BOX 95 CARBONDALE COLORADO 81623 grwarch@comcast.net George R. Winne A.I.A. COLORADO Phone: 970.618.4346 Fax : 970.704.5062 CO #306099 NY #022861 FLORIDA Phone: 561.644.4704 Fax : 561.404.4988 FL #0007732 COA #26001453 0 1-1A C U z a 0 sheet description: No. Description Date drawn �� i checked date 0 712c e' Job no. got(! 0,40. sheet I 'G//I seal 1 r •— 9y !I n . i, � ; , `'s%� IM 0, 306099 E, RGE RIC- WPI ` •RC. No. Description Date 4 QD1t4h: Oessese 10u'• e°1t 41l1..lt 4/12 111a 0 4/12 10 ,a ei Io el 4q v _P__ sr I ma c'+ V ail' T221 bPf) --� f i Is { tiet 11`- p". 12lratt2e0- (t 21'• (,Yi` iNFr) -- c CrLitCaati 4/i2 0 ROOF PLAN 1 : 4 I Z` ovf c* - gait 1-1-A&N it 19. • AIA, Pao ? V V6° To 0/ 1/2. 1.100, t4 , • AL? SAV h+ cu SH&� AM L S I'1 r'o i? ,• &\,L Wp v 'v t-1A$&fy ?. 2 YQ 1%.! 1.6E, 6 OO M. ? .'r l k c e. « M r2. r-•FojcK-r-Ot776.1'�," 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 sheet description: drawn checked date 09/11.21‘‘ job no. 2. o t 1 44. sheet A 2 seal ----°, 34soss JRGF Nt AR fr71( fee VP air raErxr- nl -N,„ Tera \"ir1�SIL • it El v- �8 An °E.j� . t alar— MU, rro +Ill 11" { T-6 Ml. to: t. WEST ELEVATION REAR •4 • 3`d -"WifarS ilds- -MOM ._ AvOIN Z77 ilarnor, albt&L ‘1 o n SOUTH ELEVATION 1 : LEFT SIDE IQ AlgookS 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 jit.cture P.O. BOX 95 CARBONDALE giwarch@comO George R. Winne ALA. COLORADO Phone: 970.618.4346 Fax : 970.704.5062 CO #306099 NY #022861 FLORIDA Phone: 561444.4704 Fax: 561.404.4988 FL #0007732 COA #26001453 No. Description Date drawn -ai checked date 0 VS, I Job no. 20 ti ♦ v* sheet A, seal aF .io.. \, soss ORGE HPI-• 12 V Vlbtx I a C' =- ar .n11.111 "r ii 1lrAirla� !u trri!l�i�i* sors # it �lilesli�a r 11I •- i al I istUM trer N aila... a ad BUILDING SECTION • C 1 TRANSVERSE @ MASTER BATH • • C Th1 r Mu W I LI 1-_ r moan JaiI •..... len let\IIILA&PWRiMEST BUILDING SECTION • A 1 : 4 LONGITUDINAL (GARAGE TO BDRM #4) 12 92 Ter rg-c- 42yz7J-- 3 , S2-yz7. 4 3. / _OSA - feY"RG, 4zv z i5:3=7ev»u i4- in I I air US' FE! t EMAILr r t r .n!! saRINI•ss ,lls..su a i I i 'Ii'. .( Ilallinliallitierrinommarit r-- x Q Etta BUILDING SECTION • B 1 : TRANSVERSE @ FOYER / LIVING / PORCH I ire:::, j--4 "kJ i-41 �� ■ 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 W 4 A A 0. g zW 0 Ago o 2 . w pt.4 . a Ecs isA ...t • u . W4 Ho6T., z • I—I •A z Zaoco A c.)ck < 7 W 1.., O° g 7)0 3 O sheet description: L Q4u No. Description Date