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Home My WebLink AboutB07-0130 PLANS5TAND,4RV A 55REV I A►TI ©N5 A,F,F. ABOVE FINISHED FLOOR DETAIL DE516NATOR A DOOR TYPE A.F.G ABOVE FINISHED 6RADE 20 FIRE RAMS$ IN MWES ACOU5. ACOUSTICAL JT. JOINT ADJ. ADJUSTABLE LAM. LAMINATE ANCH. ANCHOR LAV. LAVATORY APPROX. APPROXIMATELY LIN. LINEN ARCH. ARCHITECTURAL LT. L16HT ATTEN. ATTENUATION LT.AT. L16HTAEI6HT AWN AWNING M.H. MANHOLE BDRM. BEDROOM M.O. MA50NRY OPENIN6 SV. BOARD MACH. MACHINE BLDG. BUILDIN6 M. MASTER BLK. BLOCK MAX. MAXIMUM BLR. BOILER MECH. MECHANICAL SM. BEAM M. METAL 50T. BOTTOM MF6R. MANUFACTURER C.B. CATCH BASIN MIN. MINIMUM 0.6. CORNER GUARD MA MICROWAVE G.J. CONTROL JOINT MTV. MOUNTED C.M.U. CONCRETE MA50NRY UNIT N.I.C. NOT IN CONTRACT G.O. CLEAN OUT NEC'Y NECE-55ARY C.T. CERAMIC TILE (N) NEW CAB, CABINET NOM, NOMINAL GEM. CEMENT O.G. ON CENTER CER. CERAMIC O.D. OUT5IDE DIAMETER C.I.P. CAST IN PLACE OP6. OPENN6 61-6. CEILING PT. PAINT 01-05. CL05ET PARTN. PARTITION CLR. CLEARANCE PH. PHONE COL, COLUMN PL. PLATE CON. CONCRETE PLA5. PLASTER CONT. CONTINUOUS PLNK. PLANK GON5T. CONSTRUCTION PLWD. PLYWOOD CPT, CARPET PORC. PORCELAIN D. DRYER Q.T. QUARRY TILE D.A D15HWA5HER R. RISERS DBL. DOUBLE R.D. ROOF DRAIN DET. DETAIL R.O. ROUGH OPENING DIA., DIAMETER RAV. RADIUS DIA6. DIAGONAL RE: REFERENCE DIM. DIMEN51ON REC, RECE55ED DN. DOWN REF. REFRI6ERATOR DR. DRAIN REINF. REINFORCED DWG. DRAWIN6 REOV REQUIRED VUMP5TR. DUMP5TER RES. RE515TANT E.J. EXPAN5ION JOINT RE51L. RESILIENT EA. EACH RET. RETAINING EL. ELEVATION REV. REVISION ELECT. ELECTRICAL RM. ROOM ENO. ENGINEER R.5. ROUGH SAWN EQ. EQUAL- 5.5. STAINL.E85 STEEL EQUIP. EQUIPMENT 5.V. SHEET VINYL EXIST. EXI5TIN6 50HED. SCHEDULE EXP. EXPANSION SECT. SECTION EXT. EXTERIOR SOLT STRUCTURAL 6LU -LAM TIMBER F.D. FLOOR DRAIN 5HT. SHEET FDN. FOUNDATION 51-10V5. SHELVES FFE FIN15H FLOOR ELEVATION SIM. 51MIL.AR FIN. FLR. FINISH FLOOR SPEC. SPECIFICATION FIX. FIXTURE 50. SQUARE FLUOR, FLUORESCENT 5TD. STANDARD FPH5 FREEZE PROOF HOSE BIB 5TL. STEEL FREZ. FRM. FREEZER FRAME 5TRUCT. 5TR I0TURAL FT. FOOT SUSP. SUSPENDED FTC. FOOTING T. TREAV5 F.V. FIELD VERIFY T.5 TOPEL BAR G.I. 6ALVANIZED IRON T413 TOP AND BOTTOM GFP, 6A5 FIRE PLACE T4 C7 TONGUE AND GROOVE 6A. 6AU6E T.O.C. TOP OF CONCRETE 6ALV. 6ALVANIZED TEL. TELEPHONE 6EN. 6ENERAL THRU THROU6H 6L. 6LA55 T.P.H TOILET PAPER HOLDER 6RT. GROUT T.O. TOP OF 6YP. 6YP5UM T.Q.V. TOWN OF VAIL GWS. GYPSUM WALL BOARD T.O.W. TOP OF WALL H.S. HOLLON T.V. TELEVISION H.M. HOLLOW METAL TYP. TYPICAL HP. HAND RAIL U.O.N. UNLE55 OTHERWISE NOTED Y.G.P. VITRIFIED CLAY PIPE HVAD. HARDAOOD V.G.T. VINYL COMPOSITION TILE HORIZ. H) HORIZONTAL VERT. (V) VERTICAL HT. HTR. HE16HT HEATER W. W.G. WASHER WATER CLOSET IN INCH A.F. WIDE FL.AN6E . IN, INSULATION A.P. A.W.F. WATERPROOF WELDED HIRE FABRIC INS. INTERIOR WATER -RE WATER RESISTANT INV. INVERT J.B. JUNCTION BOX o �OHOOUT M150. ASEMEVIATION5 4� ROUND W/ WITH ° DE6REE5 0 5WARE FOOT PLUS OR MINU5 It PROPERTY LINE ¢ CENTER LINE VR "IN& CONVENTIONS MATERIAL 5YMBOL5 DOOR DE516HATOR DETAIL DE516NATOR A DOOR TYPE ...` . KA`LL TYPE 20 FIRE RAMS$ IN MWES COMPACTED BACKFILL GRAVEL DETAIL tax WOOD SHMT iBRE SHOM e WINDOW DES16NATOR DESGRIPTION i3Y EX D6. SECTION DESIGNATOR REFERENCE Y'A9EOTtON LErrm ROOM SHMT INHIM 5+40M NAMMt— --ROOM NAME PARTICLE BOARD w• ROOM NUMBER 100' -Ou • I • M FINISH LEVEL INDICATOR 06/04/01 G.I.P. CONCRETE STEEL 10 6ROUND LINE SPOT ELEVATION p„EVIgEp AREA OF DRAWING DATE INSULATION 2 ELEVATION LErmK ADDENDUM r waeE slavrt � ❑ KEY PLAN t?E516NATOR I T 2 I SYSTEM NOTE5 DESIGNATOR �'. �' CEILING HEIGHT MATERIAL 5YMBOL5 ♦ ♦•- COLORADO :r. Qtkml JERRY CROSS 11410 CA50LAR DEL NORTE DR VAIL, COLORADO 81657 P: 2 f 2.874.IO36 F: 804.200.4254 E: erlo beringauscoolcoa.Com l =_ BILL PIERCE, PRINCIPAL IN CHARGE FRITZLEN PIERCE AROHITECT5 1650 E. VAIL VALLEY DRIVE, CI VAIL, COLORADO 81657 P: 4170.476.6342 F: 4170.476.44101 E: SILL@\ /AILARCHITECT5.COM CONTRAGTOf?: NEDBO CONSTRUCTION ROLAND J. KJESBO PO BOX 54141 VAIL, CO 51658 P: 4170.545.1001 F. 4170.545.4141741 E: ROLL IE ®NED50.COM TIM BOYLE 145 E. MEADOW DRIVE #5410 VAIL, COLORADO 81657 P: 4170.476.2170 F: 4170.476.4355 E: 50YLEEN6N ®05.COM DESIGN BUILD APPROVED Community It- •• IF.� Building M s Inspection ow or a Section '0� A===-1-1 'z:: E N E cz=� t< 0 5 5 - I ISSUE RECORD I PERMIT 155UANCE 05.02.07 PLAN CHECK GOMMENT5 06.04.07 LLj PERMIT ...` . COMPACTED BACKFILL GRAVEL LUMBER WOOD LU SHEET DESGRIPTION i3Y ISSUANCE COMMENTS LU PAVERS EX15TIN aS AL PLYWOOD PARTICLE BOARD w• /L/ w • I • 05/02/0" f 06/04/01 G.I.P. CONCRETE STEEL STUD WALL 6ROUND LINE • DATE INSULATION R160 INSULATION CMU a • (D STONE CONCRETE FLATWORK DEMO PLANS FPA ♦ ♦•- COLORADO :r. Qtkml JERRY CROSS 11410 CA50LAR DEL NORTE DR VAIL, COLORADO 81657 P: 2 f 2.874.IO36 F: 804.200.4254 E: erlo beringauscoolcoa.Com l =_ BILL PIERCE, PRINCIPAL IN CHARGE FRITZLEN PIERCE AROHITECT5 1650 E. VAIL VALLEY DRIVE, CI VAIL, COLORADO 81657 P: 4170.476.6342 F: 4170.476.44101 E: SILL@\ /AILARCHITECT5.COM CONTRAGTOf?: NEDBO CONSTRUCTION ROLAND J. KJESBO PO BOX 54141 VAIL, CO 51658 P: 4170.545.1001 F. 4170.545.4141741 E: ROLL IE ®NED50.COM TIM BOYLE 145 E. MEADOW DRIVE #5410 VAIL, COLORADO 81657 P: 4170.476.2170 F: 4170.476.4355 E: 50YLEEN6N ®05.COM DESIGN BUILD APPROVED Community It- •• IF.� Building M s Inspection ow or a Section '0� A===-1-1 'z:: E N E cz=� t< 0 5 5 - I ISSUE RECORD I PERMIT 155UANCE 05.02.07 PLAN CHECK GOMMENT5 06.04.07 LLj PERMIT PLAN C+ ECIK LU SHEET DESGRIPTION i3Y ISSUANCE COMMENTS LU O*; w• w • I • 05/02/0" f 06/04/01 • i • A000 COVER SHEET FPA a • (D D200 DEMO PLANS FPA A200 LOWER LEVEL FLOOR PLAN FPA �1 A201 MAIN LEVEL FLOOR PLAN FPA A202 UPPER LEVEL FLOOR PLAN FPA A501 SOUTH ELEVATION FPA s A401 BUILDING SECTIONS FPA 0 A701 STAIR 5ECTION FPA 51 FOUNDATION 4 L.L. DECK FRAMING 5E1 52 MAIN LEVEL FRAMING PLAN BE 55 UPPER LEVEL t LOW ROOF FRAMING. BE E200 LOWER LEVEL ELECTRICAL PLAN FPA i ♦ ♦•- COLORADO :r. Qtkml JERRY CROSS 11410 CA50LAR DEL NORTE DR VAIL, COLORADO 81657 P: 2 f 2.874.IO36 F: 804.200.4254 E: erlo beringauscoolcoa.Com l =_ BILL PIERCE, PRINCIPAL IN CHARGE FRITZLEN PIERCE AROHITECT5 1650 E. VAIL VALLEY DRIVE, CI VAIL, COLORADO 81657 P: 4170.476.6342 F: 4170.476.44101 E: SILL@\ /AILARCHITECT5.COM CONTRAGTOf?: NEDBO CONSTRUCTION ROLAND J. KJESBO PO BOX 54141 VAIL, CO 51658 P: 4170.545.1001 F. 4170.545.4141741 E: ROLL IE ®NED50.COM TIM BOYLE 145 E. MEADOW DRIVE #5410 VAIL, COLORADO 81657 P: 4170.476.2170 F: 4170.476.4355 E: 50YLEEN6N ®05.COM DESIGN BUILD APPROVED Community It- •• IF.� Building M s Inspection ow or a Section '0� A===-1-1 'z:: E N E cz=� t< 0 5 5 - I ISSUE RECORD I PERMIT 155UANCE 05.02.07 PLAN CHECK GOMMENT5 06.04.07 LLj LU LU O*; w• w • I • � • • • i • � a • (D C FRITZLEN P I E R C E D ftu±====�, t F L A N ISSUE RECORD PERMIT 1551JANOFE 05.02.01 LLJ u z LLJ p 7j < �2 Lr) 0 • > rV 0 �• 7 10 op It t.0 < Lu • 0 Lu < u meU 100 Lf) "o 0 U CL m • C', L010 u FRITZLEN P I E R C E A R C H I T E C TS 1650 E. Vail Valley Dr. Fallridge C-1 Vail, CO 81657 vailarchitects.com fax(970) 476-4901 (970) 476-6342 1 DEMO FLANS D-200 1 00R 5CHEDULE DOOR NO. DOOR TYPE DOOR 51ZE WINDOW 51ZE DETAIL5 HDK 5ET REMARK5 HEAD JAMB THRE5H I 100 2' -5 " x 7' -0" x 1 5/4" - - - - - 2 120 5' -0" x 7' -O" x 1 5/4" (51 -PA55) - 1 5' -01" x 5' -O'" MATCH EX5T - - 5 100 6' -0" x 7 "-O" x 1 5/4" (51 -PA55) - - - - 1 101 2' -5" x 'T' -O" x 1 5/4" - 2 101 2' -4" x7'-O" x 1 5/4" (POOKET) - _ - - c4o 1 102 5' -0" x 7' -0" x 1 5/4" _ 2 122 5" -0 " x 7' -0" x 1 5/4 " (51 -PA55) - 1 125 5' -0" XT-O" x 1 5/41" - - - - 5ELF- CLO5IN64WEATHER 5TRIPPED(1RO- 02406) 1 104 2' -5" x 7' -O" x 1 5/41' - - - - 2 104 2" -5 " x7'-O" x 1 5/4" - - - - - 2 105 5' -0" x 7' -O" x 1 5/4" (51 -PA55) - 1 107 2' -5 " x 7' -O" x 1 5/4" - - - - 2 107 6' -01" x 7' -O" x 1 5/4" (51 -PA55) NI Nr;T N 50HEDULE WIND. NO. WIND. TYPE WINDOW 51ZE HEADER HEIGHT DETAILS LA5 TYPE REMARKS HEAD JAMS 51LL A DBL. OA5MENT 51' -01" x 5' -0" EX5T - - - - - B OA5EMENT 1 5' -01" x 5' -O'" MATCH EX5T - - - - EGRE55 b TRUE NORTH L V t" A200)1/4 1 1-011 I ISSUE RECORD I PERMIT I55UANOE 05.02.Oi PLAN OHEOK OOMMENT5 06.04.07 LIJ Lmu r) • ., .. • 0 t rw � LIJ 00 • c4o L) r r r ARCH I T E C T S 1650 E. Vail Valley Dr. Fallridge C -1 Vail, CO 81657 vailarchitects.com fax(970) 476 -4901 (970) 476 -6342 LONER LEVEL FLOOR PLAN DOOR 50HEDUL E DOOR DOOR DOOR 51ZE DETAILS HDIN. REMARKS NO. TYPE HEAD JAMB THRESH 5ET 1 201 V —O" x T —O" — — — — 20 MIN RATED DORR 1 202 5' -0" x T —O" 2 202 5' -0" x T —O" (5I —PA55) — — — - I 203 1:2'-4" x T -O" • TRUE NORTH Em %�vvlA � N LEVEL F L F L /kTN71, ISSUE RECORD PERMIT ISSUANCE 05.02.0"1 PLAN CHECK COMMENTS 06.04.0-1 LIJ r LLJ r • • �• .• a • C) ! r • i +� + r a CL u • • 0 i FRITZLEN P I E R C E mammonsweW 1650 E. Vail Valley Dr. Fallridge C -1 Vail, CO 81657 vailarchitects.com fax(970) 476 -4901 (970) 476 -6342 MAIN LEVEL FLOOR PLAN i TRUE NORTH A202)1/411 = 11-011 I ISSUE RECORD I PERMIT 155I)ANCE 05.022.0-T PLAN 0HECK COMMENTS 06.04.0-7 U-j u z • > • 0 z Z Co -4 —j 0 Lu • 0 < • o Lu (/) < r"o u U 00 r"o • Lf 0 m • • ARCH I T E C T S 1650 E. Vail Valley Dr. Fallridge C-1 Vail, CO 81657 vai larch i tects.com fax(970) 476-4901 (970) 476-6342 1 UFFFER LEVEL A �2 �W kj ISSUE RECORD PERMIT 1551JANGE 05.02.07 Lu LLJ • i Lu i E ,• 00 i 0 i i • a ••00 0 N • • ii < • i a j ru ARCH 1TECTS 1650 E. Vail Valley Dr. Failridge C -1 Vail, CO 61657 uai larch itects.cam fax(970) 476 -4901 (970) 476 -6342 SOUTH ELEVATIONS A 5c'- �� ') I I I i�t.r.� s ✓��U v,� v, vii.r a..: REF 5TRUOT MSEC,,TION 5UN (")`l III! �,, • NEW FLUE Vl PROVIDE ONE WHERE NE055E HEARTH" AT OAK"AlOE REF STRUGT 1-) t ISSUE RECORD PERMIT ISSUANCE 05.02.07 PLAN (::,HECK COMMENTS 06.04.0-1 Lu i rU z n; Lu a r .. -• • • • Me • • • .. a 0 141's MEMO 1650 E. Vail Valley Dr. Fallridge C -1 Vail, CO 81657 uailarchitects.com fax(970) 476 -4901 --y (970) 476 -6342 I 5EGTION5 4 01 STAIR SEC,TION 1/211 = 11-011 ISSUE RECORD PERMIT 1551.)ANCE 05.02.01 PLAN CHECK COMMENTS1 06.04.01 FRITZLEN P I E R C E W11 ommommomm-1 1650 E. Vail Valley Dr. Fallridge C-1 Vail, CO 81657 vailarchitects.com fax(970) 476-4901 (970) 476-6342 STAIR SECTION A701 u Z U.� i10 > 0 0:� < Z —1 �'o 0 LLJ r) 0 • • Lu V) < r1l < C) U 0 o u u --3 n- • > (D Cie u FRITZLEN P I E R C E W11 ommommomm-1 1650 E. Vail Valley Dr. Fallridge C-1 Vail, CO 81657 vailarchitects.com fax(970) 476-4901 (970) 476-6342 STAIR SECTION A701 PATE: 05/21/07 r-ILr=- ORO%-51 DRAM. ADM REVISED: REVISED: 1/4" = 11-011 NOTE: 11/211 N 10 x 22 BEAM GOPE FLANC-A=- 1 3/411 -1 11/4" SECTION B PAIR 5X5XJ4"4S H 10 x 22 E3EAM5 11/411 511 511 11/411 5 ROIA6 5/4"(P J 1 5/411 1 1/411 ,4325 BOLTS ELEVATION EX15TINC7 CONCRETE HALL ELEVATION NO 5GALE Now, I -)Q' 4) EPDXY A kl.-LA,-A*J =A,-1A 1 1/211 5EGTION DATE: 04/0q/O'l FILE: CR065-52 DRAWN. AVM RIIEVI3ED.06-04-07 REVISED: vo (p UA UA UA �o zZ UAJ IIA ��Q �Q� � m v UA < ly WON • ISSUE RECORD I PERMIT 155IJANCSIE 05.02.01 PLAN CHECK 00MMENT5 06.04.01 ARCH I T E C T S 1650 E. Vail Valley Dr. Fallridge C-1 Vail, CO 81657 vai larch itects.com fax(970) 476-4901 (970) 476-6342 LONER LEVEL ELEOTICAL E200 LLJ • r) < u-j �— > w 0 Z • 0 oo t t-o _j • Lu r) r) < Ce- Lu Ln < • • u r ► 00 U 000 • 0 U w CL Co • • ARCH I T E C T S 1650 E. Vail Valley Dr. Fallridge C-1 Vail, CO 81657 vai larch itects.com fax(970) 476-4901 (970) 476-6342 LONER LEVEL ELEOTICAL E200 boyle engineering. Inc. 143 e. meadow drive suite 390 crossroads crossroads shopping center vail, colorado 81657 970/476 -2170 JOB SHEET NO. OF CALCULATED BY DATE' r CHECKED BY DATE cnar c boyle engineering, inc. 143 e. meadow d suite 390 !V/ crossroads shopping ng center voii, colorado 81657 970/476 -2170 SHEET NO. c/ OF CALCULATED BY �r y `� ' DATE CHECKED BY DATE PPMUCT20i•r rs Shub)205 -t iPa04 EXISTING FOUNDATION DRILL t EPDXY 18 GROUT #4 DOPELS, *24110.0. 6" PENETRATION NEW FOUNDATION WALL 1 #5 CIONT. EXPAN51ON (Oil MATERIAL NEH 411!51-,AB #4 24"l O.C. lam 11-411 2 #5 CONT. DATE- 04/0q10*7 FILE: CIR055-51 DRAWN: ADM REVISED-01/31/0-7 REVISED: ! ` N II II f4 C--Cj -5�'r-j-t-NAAL '5qE�---N'S A4pf"AZD - srz DATE I` I= PROVIDE BLOOKIN& Ul STONE VEN H 10 x 22 BEAM COPE FLANGE 15/411 14- 1 1/411 5EGTION B PAIR 5x5xl/4 11,419hL W 10 x 22 SEAMS I I v Z/ 14 w 11/411 .511 511 11/4 11 5 ROWS 5/4114) 1 5/4" 1 1/41' A525 BOLTS ELEVATION PATE: 041coqlo-t FILE:, OR055-52 C>RAUJN-. ADM REVISED: 06/04/01 REVISED.-OWN/01 o14165 Co F-I F DATE: 04/0q/01 FILE: GR056-53 DRACt N: ADM REVISED :0'1/31/07 REVISED: 14965 ro 1 I 1 i ! N i t � � r � ! t 1 6r=Nr-RAI. N071r- 5 DATE: 04/0q/01 FILE: GR056-53 DRACt N: ADM REVISED :0'1/31/07 REVISED: 14965 ro 1 I 1 i ! N i t � � r � ! t 6r=Nr-RAI. N071r- 5 I I G T I All framing lumber to be #2 Doug -Fir or better. This structure has been designed to meet the requirements of the 2003 All Glue -lam beams to conform -to the allowable stress international Residential code with amendments as adopted by the Town of Vail. requirements for a F24-V4 combination bean. All omissions or confilcts between varlous elements of the working drawings All Mlcro =tam's to be manufactured by True Joist MacMillan and conform to the and/or specifications shall be brought to the attention of the Structural Engineer allowable stress requirements for a 1 3/4" 1.8DF Micro -Lan L\4- before proceeding with any work so involved. The General. Contractor shall verify All TJI joists to be manufactured by Trus Joist Mar-Milan. all dimensions and conditions at the job site and shall be responsible for the means, methods, techniques, sequences and procedures associated with this All connection hardware to be by the Simpson Company. project. Furthermore, he shall be responsible for coordination of all work and materials Including those furnishead by subcontractors. The Structural Engineer All roof decking to be 5/8" C,<, Ext APA 32116 plywood. Nall with shall be contacted during the construction phase to make the job site inspections 10d a 6" o.c. at panel edges and a 12" o.c in the field necessary to confirm that the actual field conditions are consistenet with the design assumptions and that the construction Is proceeding according to the All floor decking to be 3/4" C -D Int -APA 42/20 T46 plywood. Value plans and specifications. sheathing to joists with PL400 and nail with lOd 0 6" O.C. at panel edges and 12" o.c. in the field. Live Loads Used in Design: All exterior walls to be sheathed with 1," O.S.B. Nall with 8d 0 6" o.c. at panel Roof 80 psf edges and 12" o.c. in the field. Floors 40 pef Decks 100 psf All concrete to attain a compressive strength of 3000 psi in 28 days. Earthquake Seismic Zone C iNind 90 mph, 3 Second bust All reinforcing bars to be Grade 60. All steel beams shall conform to ASTM AcM2 -50 Specifications. The foundation design for this residence is based upon the assumed bearing capacity of 2000 psf. All steel plates and angles shall conform to ASTM A36 Specifications. A licensed Soils Engineer shall be contacted during excavation to inspect the site and confirm that conditions are consistent with this assumption. The General Contractor should review the Sails Engineer's report and follow its recommendations for excavation, bockfilling, grading and drainage systems. DATE: 04/0q/01 FILE: GR056-53 DRACt N: ADM REVISED :0'1/31/07 REVISED: 14965 ro 1 I 1 i ! N i t � � r � ! t