HomeMy WebLinkAboutB12-0269 Plans approved iSSUE RECORD
06/25/2012
� PERMIT SUBMITTAL
STANDARD ABBREVIATIONS DRAWING INDEX ADMINISTRATIVE INFO. PROJECT DIRECTORY xx
xx
A.F.F. ABOVE FINISHED FLOOR DRB PERMIT LEGAL DESCRIPTION OF PROPERTY:
A.F.G ABOVE FINISHED GRADE SHEET # DESCRIPTION BY ISSUANCE ISSUANCE 1360 WESTHAVEN DRIVE, VAIL, CO 81657
ACOUS. ACOUSTICAL JT. JOINT 06/25/2012 OWNERS: UNIT 6-A UNIT 6�
ADJ. ADJUSTABLE LAM. LAMINATE XX SHIRLEY JOONDEPH ROBER
� 103 GLENMOOR LANE 10325
ANCH. ANCHOR LAVA Y A100 COVER SHEET PA PARCEL NUMBER CHERRY HILLS VILLAGE, CO OVERL�
APPROX. APPROXIMATELY LIN. LINEN
ARCH. ARCHITECTURAL LT. LIGHT UNIT 6-A 80113 66207
ATTEN. ATTENUATION LT.WT. LIGHTWEIGHT A201 1 ST LEVEL FLOOR PLAN PA � PARCEL 2103-121-11-009 720-231-8761 720-2.
AWN AWNING M.H. MANHOLE
BDRM. BEDROOM M.O. MASONRY OPENING
BD. BOARD MACH. MACHINE A202 2ND LEVEL FLOOR PLAN pq • UNIT 6-B
BLDG. BUILDING M. MASTER PARCEL 2103-121-11-010 UNIT 6-C UNIT 6
BLK. BLOCK MAX. MAXIMUM A203 3RD LEVEL FLOOR PLAN • UNIT 6-C KIM GUDMUNDSON SHIRLE'
BLR. BOILER MECH. MECHANICAL PA 22365 REGNANT RD. 103 GL
BM. BEAM MTL. METAL PARCEL 2103-121-11-011
BOT. BOTTOM MFGR. MANUFACTURER A301 • UNIT 6-D CUPERTINO, CA CHERR�
C.B. CATCH BASIN MIN. MINIMUM NORTH ELEVATION 95014 80113
C.G. CORNER GUARD M.W MICROWAVE PARCEL 2103-121-11-012
C.J. CONTROL JOINT MTD. MOUNTED A302 EAST ELEVATION • 408-921-3186 720-2.
C.M.U. CONCRETE MASONRY UNIT N.I.C. NOT IN CONTRACT
C.O. CLEAN OUT NEC'Y NECESSARY A204
C.T. CERAMIC TILE (N) NEW SOUTH ELEVATION �
CAB. CABINET NOM. NOMINAL BUILDING CODE SUMMARY OWNER'S REPRESENTATIVE DON MACLACHLAN
CEM. CEMENT O.C. ON CENTER A204 WEST ELEVATION �
CER. CERAMIC O.D. OUTSIDE DIAMETER DESTINATION HOTELS
C.I.P. CAST IN PLACE OPG. OPENING VAIL, CO 81657
CLG. CEILING PT. PAINT A501.1
CLOS. CLOSET PARTN. PARTITION DETAILS BUILDING CODE: 2009 IBC
CLR. CLEARANCE PH. PHONE LETTER STRUCTURAL KRM � P: 970-476-6106
COL. COLUMN PL. PLATE MECHANICAL CODE: 2009 IMC E: DMaclaclanQDestinationHotels.com
CON. CONCRETE PLAS. PLASTER
CONT. CONTINUOUS PLNK. PLANK �
CONST. CONSTRUCTION PLWD. PLYWOOD PLUMBING CODE: 2009 IPC
CPT. CARPET PORC. PORCELAIN
D. DRYER Q.T. QUARRY TILE •
D.w DISHWASHER R. RISERS ELECTRICAL CODE: 2008 NEC ARCHITECT: BILL PIERCE, PRINCIPAL IN CHARGE
DBL. DOUBLE R.D. ROOF DRAIN � PIERCE ARCHITECTS
DET. DETAIL R.O. ROUGH OPENING
DIA., DIAMETER RAD. RADIUS ENERGY CODE: 2009 IECC 1650 FALLRIDGE ROAD, C1
DIAG. DIAGONAL RE: REFERENCE
DIM. DIMENSION REC. RECESSED VAIL, COLORADO 81657
DN. DOWN REF. REFRIGERATOR FUEL GAS CODE: 2009 IFGC P: 970.476.6342
DR. DRAIN REINF. REINFORCED F: 970.476.4901 �
DWG. DRAWING REQ'D REQUIRED E: BILL@VAILARCHITECTS.COM �
DUMPSTR. DUMPSTER RES. RESISTANT KEY PLAN OCCUPANCY: R-2
E.J. EXPANSION JOINT RESIL. RESILIENT O
EA. EACH RET. RETAINING CONSTRUCTION TYPE: TYPE V, 1 HOUR CONTRACTOR: STEVE ELICKER
EL. ELEVATION REV. REVISION
ELECT. ELECTRICAL
ENG. ENGINEER RM. ROOM , _ XX �
R.S. ROUGH SAWN '�_
EQUIP. EQU PMENT S.S. STAINLESS STEEL XX
EXIST. EXISTING S.V. SHEET VINYL , UNIT B �: UNIT A , UNIT B UNIT A UNIT D UNIT C XX
EXP. EXPANSION SCHED. SCHEDULE W
EXT. EXTERIOR SECT. SECTION � � P: 970.3XX
F.D. FLOOR DRAIN SGLT STRUCTURAL GLU-LAM TIMBER ���
SHT. SHEET � I� � F: 970.X
FDN. FOUNDATION � � ^ ° ' E: XX
FFE FINISH FLOOR ELEVATION SHLVS. SHELVES ❑ ❑
FIN. FINISH SIM. SIMILAR �I . �, m -, �, �
FLR. FLOOR SPEC. SPECIFICATION �� ">
FIX. FIXTURE SQ. SQUARE ' }'' �. / - W
� STRUCTURAL ENGINEER: TIM HENNUM
FLUOR. FLUORESCENT ST. STAIN � � KRM CONSULTANTS, INC
FPHB FREEZE PROOF HOSE BIB STD. STANDARD
FREZ. FREEZER STL. STEEL �
FRM. FRAME STRUCT. STRUCTURAL UNI B UN D UN C UNI A � C� UNIT D UNIT C PO BOX 4572
SUSP. SUSPENDED - VAIL, COLORADO 81657 � W
FTG. FOOTING T. TREADS UNIT D UNIT C P: 970.949.9391 � � � �
T.B TOWEL BAR
F.V. FIELD VERIFY � �
G.I. GALVANIZED IRON T&B TOP AND BOTTOM _ — �
GFP. GAS FIRE PLACE T&G TONGUE AND GROOVE E: TDH�KRMConsultants.com Z � � O
T.O.C. TOP OF CONCRETE — N
GALV. GALVANIZED THRU THROU ONE ( � � w � N
GEN. GENERAL T.P.H TOILET PAPER HOLDER �J � > � �
T.O. TOP OF Z Q
GRT. GROUT LEVE� 1 F�OOR PLAN LEVEL 2 FLOOR PLAN LEVE� 3 FLOOR PLAN o � �
T.O.V. TOWN OF VAIL �
GYP. GYPSUM =
GWB. GYPSUM WALL BOARD T.O.W. TOP OF WAL� � U � � C�
H.B. HOSEBIB T P. TYPICAL�N � J �
H.M. HOLLOW METAL U.O.N. UNLESS OTHERWISE NOTED W w � O
HDRL. HAND RAIL � � U � U �
HD. HEAD V.C.P. VITRIFIED CLAY PIPE .� � ��:- Q
HDWD. HARDWOOD V.C.T. VINYL COMPOSITION TILE � � � O J�
HORIZ. H) HORIZONTAL VERT. (V) VERTICAL � J
HT. HEIGHT W� WASHER „�. � _ � � Q I
HTR. HEATER WC. WATER CLOSET .,.� (Y� �
W.F. WIDE FLANGE I I I � �
INSUL. INSULATION W�P. WATERPROOF ^�
I N T. I N T E R I O R WWF. WELDED WIRE FABRIC
INV. INVERT WATER-RES. WATER RESISTANT
J.B. JUNCTION BOX WD. WOOD
W/0 WITHOUT W
MISC. ABBREVIATIONS �
Q
NOTE: B U � � I V C � �
4> ROUND WOOD STRUCTURAL PANELS SHALL BE PERMITTED
W/ WI TH TO BE INSTALLED BETWEEN THE FIRE PROTECTION
D E G R E E S AND THE WOOD STUDS ON EITHER THE INTERIOR �
OR THE EXTERIOR SIDE OF THE WOOD FRAME AS
? SQUARE FOOT PER 2003 I.B.C. TABLE 720.1(2), FOOTNOTE "L".
f PLUS OR MINUS �
? PROPERTY LINE
� ANGLE GYPSUM ASSOCIATION FILE N0. WP 8107
? CENTER LINE 1 HOUR FIRE (LOAD BEARING) �
GYPSUM WALLBOARD, WOOD STUDS, GLASS FIBER, PLYWOOD SIDING GYPSUM ASSOCIATION FILE N0. FC 5406 (formerly RC 2601)
EXTERIOR SIDE: 19/32" PLYWOOD SIDING PANE�S with SHIP-LAP FIRE 1 HOUR FIRE
D R A WI N G C 0 N VE N TI 0 N S VERTICAL EDGES APPLIED PARALLEL TO STUDS with 8d HOT
DIPPED GALVANIZED COMMON NAILS, 12" o.c. IN FIELD, 6" o.o. GYPSUM BOARD, WOOD JOISTS, ROOF COVERING
at EDGES. FACES OF THE PANELS GROOVED 8" o.c., 3/8" WIDE
DOOR DESIGNATOR and t/4" DEEP. BASE LAYER 5/8" TYPE X GYPSUM WALLBOARD APPLIED at RIGHT
DOOR TYPE INTERIOR SIDE: 5/8" TYPE X GYPSUM WALL BOARD APPLIED ANGLES to 2x10 WOOD JOISTS 24" o.c. with 1-1/4" TYPE W or S DRYWALL -
DETAIL DESIGNATOR A 1/�l� WALL TYPE OVER 4 MIL POLYETHYLENE FILM and PARALLEL to 2 x4 WOOD FIRE SIOE SCREWS 24" o.c. FACE LAYER 5/8" TYPE X GYPSUM WALLBOARD or -� �
20 FIRE RATING IN MINUTES STUDS, 16" o.c. with 6d COATED NAILS, 1 7/8", SPACED 8" o.c. GYPSUM VENEER BASE APPLIED at RIGHT ANGLES to JOISTS with � �
DETAIL NUMBER UNFACED 3 5 8" GLASS FIBER BLANKETS, 0.67 PCF, FRICTION FIT THICKNESS: 4 3/4° 4y,� � /'��
/ 1-7/8" TYPE S DRYWALL SCREWS 12° o.c. at JOINTS and INTERMEOIATE
SHEET wHERE SHOwrr IN STUD SPACE. APPROX. WEIGHT: 6 psf p��.�' ��
IN DETAIL BOOK O� WINDOW DESIGNATOR JOISTS and 1-1/2" TYPE G DRYWALL SCREWS 12" o.c. PLACEO 2° BACK �
FIRE TEST: WHI-495-0870 ON EITHER SIDE OF END JOINTS. JOINTS OFFSET 24" FROM BASE APPROXIMATE
THIS SYSTEM HAS BEEN TESTED with FIRE EXPOSURE ON the INTERIOR and 0871, 7-15-87 LAYER JOINTS. WOOD JOISTS SUPPORTING 1 2° PLYWOOD with CEILING WEIGHT: 5 sf
REFERENCE SIDE ONLY. THIS SYSTEM SHALL NOT BE PERMITTED to BE USED IF � P , � ;
BLDG. SECTION OESIGNATOR O_ _ ONE HouR FIRE RESISTANCE IS REQUIRED FROM THE EXTERIOR SIDE EXTERIOR GLUE APPLIED at RIGHT ANGLES to JOISTS with 8d NAILS. '.
APPROPRIATE ROOF COVERING. CEILING PROVIDES ONE HOUR FIRE FIRE TEST: FM FC 172, �'
RESISTANCE PROTECTION FOR WOOD FRAMING, INCLUDING 2-25-�2 ~ �
SECTION LETTER ROO�M� GA FILE NO 1NP 8105 1 HOUR TRUSSES. SOUND TEST: ESTIMATED + �..� �
SHEET WHERE SHOWN NA�VIt �ROOM NAME
GYPSUM WALLBOARD,GYPSUM SHEATHING,WOOD STUDS FiRE ��.� G"�.
ROOM NUMBER
X Extedor Side:One layer 5(e'type X gypsum sheathing,48"wide,applied parallel to � (�,il,r� �,"��
100'-0�� ROOM FIN ISH sluds wilh galvanized roofing nails,1�!�"long,0.120"shank,�he"or Vz"heads,7"o.c. rr�
�( in field,4"o.c.perimeler.Joinls ol gypsum shealhing may be lelt exposed.Exlerior
LEVEL I N DI CATOR cladding to be atlached through sheathing to studs.Wallboard and sheathing nailed to
top and bollom plates a17"o.c.
Interlor Side:One layer 5/e"lype X gypsum wallboard or water resistant backer board
� 100�-0�� or veneer base appliod parallel with or at right anglos l0 2 x 4 wood studs.24"o.c.with
SPOT ELEVATION 6d coated nails 1�/e"long,0.0975"shank,Va"heads,T o.a(LOAD•BEARING Thickness: 4�/a" ;, �-„ .., �--,.,.,,.. „ -
REVISED AREA � Approx.Weight: 7psf �
���
�' OF DRAWING FireTese SeewP3510
2 APPROVED -
A601 ELEVAiION LETiER ADDENDUM � 1 HOUR RATED EXTERIOR WALL 2 1 HOUR RATED FLOOR CEILING
SHEET WHERE SHOWN A000 1 HOUR CONSTRUC110N A000 1 HOUR CONSTRUC110N S I TE L 0 C A TI 0 N M A P
� KEY PLAN DESIGNATOR BASED ON G.A. FILE N0. WP8105 & WP8107 BASED ON G.A. FILE N0. FC 5406
q�..��w.� Y .. ..�r�
W2 SYSTEM NOTES DESIGNATOR �'_�' CEILING HEIGHT
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NOTE: ORIGINAL FIREPLACE AND FLUE AT UNIT A
(BELOW) HAS BEEN REMOVED. CONTRACTOR TO NOTE: REPLACE WINDOWS AS REQUIRED. USE
SEAL OPENING THROUGH FLOOR TO UNIT ABOVE. EXACT DUPLICATES OF EXISTING WINDOWS.
SEE DETAIL, A 501.1 CONTRACTOR TO FOLLOW MANUFACTURER'S
RECOMMENDATIONS REGARDING INSTALLATION
PROCEEOURES..
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06/25/2012
i PERMIT SUBMITTAL
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