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Home My WebLink AboutDRB100423 PlansPROJECT TEAM SF -' =ET INDEX T1 Al A2 S1 ABV above LT light AFF above finished floor LTL iin#ai Finish Wood AP access panel LVR louver AC acoustical MH manhole Marble ADD addendum MFR manufacture (er) Glass ADJ adjaaant MO masonry opening 1 ALT alternate MTL material Elevation Reference AL aluminum MAX maximum Large Area Detail Reference ARCH architect (Ural) MECH mechantc (al) BASMT basement MC medicine cobinet `vr .l BRG bearing MMD membrane HVL beveled MET metal SIT bituminous M meter (s) BLK block MM millimeter (s) BLKG Mocking MIN minimum HOT bottom M mirror SLOG boding MISO miscelloneous OPT carpet (ed) MULL mullion CSMT casement MAT natural (a) coulking) caulking) NR noise reduction CLG ceiling NOM nominol ' CT ceramic the N north CLR clear (once) NIC not In contract COL column NTS not to scale CONG concrete OPG opening CMU concrete masonry unit OPP opposite CONST construction OPH opposite hand CONT continuous OH overhead CJT control joint (P) paint or stain CPR capper PR pair CUST cutstam PK parking DTL detain PVMT pavement DIM dimension PLA, plastic laminate DR door PL plats DWO drawing PW plywood OF drinking fountain PT point E east PSF pounds per square foot ELEC electric (at) P81 pounds per square inch EL elevation (s) PL property line ELEV elevator QT quarry the EQ equal REP reference EXH exhaust REFF2 refrigerator EXG existing RE reinforce (d), (inn) EXT exterior READ required FOC face of concrete RES resilient FOF face of finish REV revision (d), (tng) FOM face of masonry RH right hand FOS face of studs R riser FIN finish (ed) R &S rod and shelf F'F finished floor elevation RD roof drain FE fire extinguisher RFC roofing FOG fire department connection RM room FHO fire hose connection RO rough opening FEC fire extinguisher cabinet R/S rough sawn FPL fireplace (S) sealant (exterior) FP fireproofing, sprayed SHTG sheathing FLG flashing SM sheet metal FR floor (ing) SIM similar FO floor drain Sc solid core FTG footing S south FND foundo #ian SPEC spectflooton (s) FBO furnished by others SQ square FUR furred (ing) STD standard GA gage, gouge ST stain GV galvanized STL steel GC genercl contract (or) so storm drain CL gloss, glazing STR structural CYP BD gypsum board TEL telephone tiDW hardware TV television HDR header THR threshold HTG heating T &G tongue and groove HVAC heating /ventilating/ % top of slab air conditioning TSL top of steel HT height TW top of wall HO hallow core TB towel bar HM hollow metal TR transom HOR horizontal T tread HWH hot water heater TYP typical INCL include (d), (ion) LINO unless noted otherwise to inside diameter VB " vapor. barrier: lac installed by contrgotor VERT' vertical IBO installed b owngl' VCT vinyf; composition INS Insulate (d�. (ion5; wo water"odeet INT tntericr ", W water: protiftn,gl9, JC janitor's closet WWF welled wire" Berle XIT kitchen W 4vest, LAM laminate (d) W Width," wide LAV lavatory r WDyt Winito r L14 eft hand Y0' Without L Length WD vraad LANDSCAPE SITE PLAN INDEX & LEGEND MATERIAL SYMBOLS: GENERAL NOTES: Earth Plywood Porous Fill / Drainage Finish Wood /,1J Stone Masonry Wood—Rough Structural Concrete Blocking Concrete Masonry Unit _. _ Gypsum Board Hatt Insulation Marble Rigid insulation t " Granite Acoustical Ceiling Tile Quarry Tile Glass Tile / Pavers Steel Metal as noted WWWWWAIIIAM Carpet 1, 1411 1 1 Section Cut References Detail Area Reference 1 A -B3 tt' o. Elevation Reference Elevation Symbol 6_ 0 Detail Cut 'Reference Large Area Detail Reference " 12/31{1998 Revision Cloud Revision Symbol 01 Field verify all dimensions for remodel projects. 02 Verify all dimensions, conditions and utility locations on the job site prior to beg Ina ing any work ar ordering any mdterials, Notify Arcol #eat of any cantik is or discrepancies in the documents immediately, 03 Areas of canfilots ar discrepanotes must be fuly resolved with writfieh =notes the Architect before construction continues in those areas. 04 Plan dimensions are to face of stud, conteriine of stud or face of concrete unless otherwise noted. Section and elevation dimensions are to top of concrete, top of plywood, or top of wall plates or top of wall plates or beams unless Otherwise noted. 05 Provide all necessary blocking stud walls and ceilings. Locations Include but are not limited to ceiling and wail — mounted fixturos, toilets, toilet accessories, cobInstry, countertops, shelves, closet rods and fake beams. 06 Coordinate all electrical and mechanical fixtures to fit within ceiling, floor and wall spaces, Verify with Architect when diverting from drawings. Q7 In the event that additional dotage or guidance is needed by the Contractor for construction of any aspects of this project, he shall Immediately notify the Architect. Failure to give ample notice shall relieve Architect of responsibility. 08 The General Contractor shall be responsible for satisfying all applicable codes and obtaining all permits and required approvals. this projedt Is governed by the Uniform Building Code, 1994 Edition as amended by Eagle Oounty, Colorado. At projects outside of Eagle County, Colorado shall conform to the U.B.C, as well as loco] and regional codes. Code compliance Is mondotory. The Construotian Documents shall not permit work that dos not conform to all relevant codes. 09 The Geherai Contractor and Subcontractors shall field coordinate and obtain approval from the Architect/ Engineer before any cutting, notching at drilling of any cost —in —place concrete, steel framing, or any other structural elements which may affect the structural integrity of the building. 10 The Contractor shall verify all existing grades and stoke out the Building footprint for Owner & Architect approval prior to beginning any site we& 11 The Owner has been advised that due to hdrsh winter conditions roof and deck surfaces trust be maintained reasonably free of ice and snow to ensure minimal problems with these surfaces. 12 Substitutions of "Equot" products will be occepttible only with Owners written opprova6 ,Unique specified items dre intended as qualtty'spklf ations only.. 73 It is the Intent and meaning of Poe documents that the Contractor and each Subconteactor provide all lobar, materials, transportation supplieso aqulpment, etc., to obtain a complete job within the recognized standards of the industry. ti SITE PLAN F 0 it r� f i �frr�D� � f�2 t t�tr3ea RE\MONS: " `vr .l CD NE MAIN LEVEL FLOOR PLAII SCALE 1/4 ))=V_0 - E X S TI N G UPPER LEVEL FLOOR PLA NE SCALE 1/4"—l'—O -EXISTING ELECTRICAL NOTES ELECTRICIAN TO PROVIDE COMPLETE SMOKE DETECTOR SYSTEM TO COD 1) PROVIDE ALL ELECTRICAL WIRING AND DEVICES ACCORDING TO CURRENT GOVERNING CODE, WHICH MAY REQUIRE ADDITIONAL WIRING AND DEVICES TO THOSE SHOWN. 2) PROVIDE EACH ELECTRICAL SYSTEM WITH SEPARATE WATER BOND. GROUND SYSTEMS TO COPPER PIPE WATER SYSTEM. 4) KITCHEN AND BATH GFI CIRCUITS MUST BE KEPT SEPARATE. 5) PROVIDE ALL RANGES AND DRYER LOCATIONS WITH 220 VOLT 30 AMP / 50 AMP CIRCUITS AS REQUIRED. 8) PROVIDE RHEOSTAT DIMMER SWITCH TO DINING ROOM CHANDELIR. 12) PROVIDE SWITCHES AND WIRING FOR FIREPLACES AS FOLLOWS: A. WIRED FOR FUTURE BLOWER (110) B. LOW — VOLTAGE ON —OFF SWITCH FOR AUTOMATIC GAS FIREPLACE. 13) OWNER PROVIDES ALL DECORATIVE PENDANTS/ SCONCES. 14) ELECTRICIAN TO PROVIDE ALL CANS/ TRIM AND OTHER GENERIC TRIM. DECORA TRIM IS STANDARD. LOW— VOLTAGE WIRING NOTES 1) PROVIDE DOORBELL AND CHIME (HARD — WIRED) WITH TRANSFORMER. 2) PROVIDE ALL CATV JACKS WITH COAXIAL WIRING HOME— RUN TO MAIN SOURCE, WITH ACCESS TO FUTURE SATTELITE DISH AS WELL AS UNDERGROUND COAXIAL WIRE TO COMCAST TV PEDESTAL. 20)PROVIDE TELEPHONE OUTLET ADJACENT TO ALL CATV OUTLETS WITH ONE PIECE FACEPLATE TRIM COMBINING JACKS. MAIN LEVEL FLOOR PLAN SCALE : 1/4"=V-0" -PROPOSED WINDOW SCHEDULE I SYM. I QTY. I SIZE j MODEL ( ROUGH OPENING I REMARKS 4 NOTE: WINDOW SIZES SHOWN ARE GENERIC, AND ARE TO BE MATCHED AS CLOSELY AS POSSIBLE BY ANY MAKE SUBMITTED. SCHEDULE SIZES TAKE PRECEDENCE OVER PLAN AND ELEVATION. CLAD CASEMENTS ARE SPECIFIED UNLESS NOTED OTHERWISE V UPPER LEVEL FLOCP, PLAN: SCALE 1/4 ° =, ° -o" _PROPOSED Grand West Design, Grit. robert a. mach architect (970) 949 -70 49 g.o. box 18198 Avon, Colorado SHEET NO.: DATE Al __ lot— i--I M �l2 W C) E—+ LO SHEET NO.: DATE Al __ lot— a ELEV. 127' -0" 118'- W0" REMOVE *LL SPA EQUI'MENT STRUCTURE, ROOF, WALLS ARID SLAB .J EV. 109' -0" EL r E6 NEW RIGHT SIDE SCALE 1 /4 " =1' -0" LJ **� RIGHT SIDE SCALE 1 /4 " =1' -0" ,,� EL EV. 118' -W0" v r ENTRY WING WALL WRAP NEW MOSS ROCK STONE VENEER 3 SIDES 36" HT. TO FRONT DOOR- CAP W/ SNAPPED SANDSTONE CAP ENTRY ELEVATION-EXISTING SCALE : 1 r REPLACEMENT WDO. ELEV. 127' -0" r ELEV. 109' -0" r ELEV. 127' -0" NXII r II 4040 fixed X► ELEV. 109' -0" f• M EF_ Fj 1 � _a SCALE : 1/4"=V-0" i m REAR ELEVATION- EXISTING SCALE : 1/4"=l'-O" REAR ELEVAT PROPOSED SCALE : 1/4"=l'-O" ELEVATION - EXISTING /"& EL EV. 100' -0" v PROVIDE 4" WIDE X 1" HT. STUCCO BUMP -OUT TOM ADr)l IN1r) At 1 IAl1l\lI" nlA /Q M LEVEL FOUNDATION, SCALE : 1/4"—l'—O" I LAB E ZE SHOWN 4T. SLAB DAM SLAB INSULATION FROST WALL STRUCTURAL NOTES 1) Roof load is 100 psf live load(snow), 10 psf dead. 2) All window headers are to be (3) 7.5" LVL Spans greater than 4' to have 2 trimmers, typ. Spike together 3x/ ]in. ft. with 10d framers 3) Provide continuous load transfer to foundation. Beam ends are to have stud packs equal to the width of the beam, at minimum U.N.O. 4) Structural connectors are specified as Simpson products or matched with approved equals.. Full nailing must be provided with each connector as specified in Simpson 2008 edition catalog. 5) All ganged micro— lams must be nailed together w/ 10d framers (3) per lin. ft. ...... .... .. — — (3) 7.5" LVL (3) 7.5" M EMBED STEEL ANCHOR TO BE BOLTED TO POSTS, TYP. LO r--� EMBED STEEL ANCHOR TO BE BOLTED TO POSTS, TYP. C� 0 0 SISTER BACK 2X 10 JOISTS 2 : @16" ON CENTER 1 1 1 1 1 1 1 1 1 ,) o ��- M < LO NO 2X 10 JSTS. x 61 - U. C — 1 0 o I I I I I I I I I ._._.___.. ��- " k -4c C) CANTILEVER LOWER LEVEL FOUNDATION SCALE : 1/4"—l'—O" I BEAM CALCULATIONS I SOLVE FOR MAXIMUM SPAN: SIDE DECK: 110 PSF X 4.5 FEET= 495 PLF 3-1/8 X 10,5" GLUE LAM CARRIES 603 PLF AT 12' SPAN (WALL LEDGER CARRIES 2.5 FEET OF LOAD) I Am I Wlei M 111 Im 1I I . �W CARRIES ROOF AND UPPER FLOOR LOADS FROM INTERIOR BEAM SUPPORT OF ROOF TRUSSES 12 FEET BACK FROM EXTERIOR WALL EQUALS 6 FEET OF ROOF LOADS X 110 PSF= 660 PSF OF ROOF LOADS PLUS FLOOR LOADS AT 55 PSF X 6 FEET EQUALS 330 POUNDS/ LINEAR FOOT TOTAL LOADS EQUAL 990 POUNDS/ LIN. FOOT ON DINING HEADER ONE 1.75 X 7.25" LVL CARRIES 1,033 PLF @ 6 '-0" SPAN, (3) 1,75 X 7.25" LVL IS SPECIFIED / Lu < U-1 :D bi 0 ` 2X 10 JSTS. x (617 G.C. 00 JPPER LEVEL FRAMING PLA� SCALE : 1/4"=V-0" DECK PIERS MAIN LEVEL FRAMING PLAN MATERIALS STANDARDS LUMBER: DF/HF #2 FB 1500 PSI CONCRETE: 3500 # MIX WALL ANCHORS PROVIDE ANCHOR BOLTS ALL EXT. WALLS 6'-0" O.C., + EACH CORNER AND PLATE SPLICE FOUNDATION REINFORCEMENT WALLS (2) #5S COT. TOP AND BOTTOM FOOTINGS (2) #5'S CONT. I