HomeMy WebLinkAboutPRJ01-0042.pdf I hereby certify that this improvement location certificate was prepared for CLIENT'S
NAME, that it is not a land survey plat or improvement survey plat, and that it is
not to be relied upon for the estabiishment of fence, building, or other future POWER /
improvement lines.
FOUND PIN & ALUM. POLE /
V further certify thot the improvements on the above described parcel on DATE OF CAP (P.E. & P.L.S.
SURVEY, 2000, except utility connections, are entirely within the boundaries of the 26626�
parcel, except as shown, that there are no encroachments upon the described o
premises by improve�rents on any ad joining premises, except as indicoted, and that �, L�Z+ 33 v,
there is no apparent evidence or sign of any easement crossing or burdening any C�1TV � �
part of said parcel, except as noted. TELE.
PED. PED.
This certificote does not constitute a title search by Inter—Mountain Engineering to \
determine ownership or easements of record. For all information regarding / o � `
easements, rights—of—way or titl�',,q�_'�e,��,o�d�, ,Inter—Mountain relied upon final plat of �
the Vail Villoge West, Filing NQ:C�,��bgl4�b�ptyi,Colorado. �� �
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CATV 1 � � � DESICfJED BY:
PED. �
DRAWN BY:
GRAPHIC SCALE TELE. SPF
PED./ / CHECI<ED BY: DDF
1U 0 5 10 20 40 \
L�T 38 DATE ISSUED: Q8,21`O�
/ \ PROJECT N0.
NOTICE: According to Colorado law you must commence � / QO—Q131
any legal action based upon any defect in this survey ( IN FEET ) `
within three years after you first discover such defect. In 1 inch = 10 ft. LOT 39 SHEET N0.
no event, may any action based upon any defect in this
survey be commenced more than ten years from the ' 1 OF 1
date of certificotion shown hereon.
I hereby certify that this improvement location certificate wos prepared for CLIENT'S
NAME, that it is not a land survey plat or improvement survey plat, and that it is /
not to be relied upon for the establishment of fence, building, or other future POWER
improvement lines. FOUND PIN $t ALUM. POLE
I further certify that the improvements on the above described parcel on DATE OF CAP (P.E. 8t P.L.S. /
SURVEY, 2000, except utility connections, are entirely within the boundaries of the 26626}
parcei, except as shown, that ihere are no encroachments upon the described z
premises by improvements on any adjoining premises, except as indicated, and that °�i
there is no apparent evidence or sign of any easement crossing or burdening any CATV�' LOT 33 �
part of said parcel, except as noted. TELE. PED. ~ '�
PED.
This certificate does not constitute a titie search by Inter—Mountain Engineering to �
determine ownership or easements of record. For all information regarding / o � \
easements, rights—of—way or title qf.re�o�di tnter—Mountain relied upon final plat of � �
the Vaii Village West, Fi�ing N�;�.,���oi�14 jiCou�tp, Colorado. �
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CATV ` � ' ' DESIGNED BY
PED. ' DRAWN BY:
TELE. SPF
GRAPHIC SCALE /
PED. CfiECKED BY: DDF
10 0 5 10 20 40 � `
LOT 38 DAIE iSSUED: 08�21�01
/ ` PROJECT N0.
NOTICE: Accarding to Colorado law you must commence � 00—����
any legal actiqn based upon any defect in this survey ( IN.FEET ) �
within three years after you first discover such defect. In 1 inch = 10 ft. LOT 39 ` SIiEET NO.�
no event, may any action based upon any defect in this
survey be commenced more than ten years from the ' 1 OF �
date of certification shown hereon.
I hereby certify that this improvement focation certificate was prepared for CLIENT'S
NAME, khat it is not a land survey plat or improvement survey plat, and that it is
not to be relied upon for the establishment of fence, building, or other future POWEft /
improvdment lines.
FOUND PIN & ALUM. POLE /
I furth qr certify that the improvements on the above described parcel on DATE OF CAP (P.E. & P.�.S.
SURVEY, 200Q, except utility connections, are entirely within the boundaries of the 26626)
parcel, except as shown, that there ore no encroachments upon the described
premises by improvements on any adjoining premises, except os indicated, and that ` � �
there is no apparent evidence or sign of any easement crossing or burdening any CATV� LOT 33 �
part of said parcel, except as noted. TELE. � y
PED. PED.
This certificote does not constitute a title search by Inter—Mountain Engineering to �
determine ownership or easements of record. For all information regarding o � �
easements, rights—of—way or title,q�:reCOrd+ inter—Mountain relied upon final plat of �
the Vail Village West, Filing Ncz;_l ,�b I� ou t Colorado. � ��
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CATV � ` ' � DESIGNED BY•
PED. �'
DRAWN BY:
SPF
GRAPHIC SCALE TELE.
PED. � ctiECKED ew DDF
10 0 5 10 2Q 40 / � `
LOT 38 DAIE ISSUED: 08�21�0,
NOTICE: Accc�rding to Colorado law you must commence � ` PRO�CT N0.
any legal actiqn based upon any defect in this survey ( IN FEET )
/ 00—0131
within three years after you first discover such defect. In 1 inch = 10 rt. LOT 39 \ 5"�T"o.
no event, moy any action based upon any defect in this
survey be commenced more than ten years from the ` 1 OF 1
date of certification shown hereon.
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ost office box 3235 avon colo�ado S1 ��� tele: 970-949-4441 fx: 970-949-4442 email: rda��vail.net �'
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ABBREVIATIONS PROJ ECT DI RECTORY I N DEX 0 � DRAWI �IGS NOTES
.Richard
AC ARCHITECTURAL CONCRETE LTWT LIGHTWEIGHT GENERAL:
ACOUS ACOUSfIC(AL) LVR LOWER D o mini c k
AD ARE4 DRAIN MACH MACHINE 1. THE CONTRACTOR SHALL REPORT ANY DISCREPANCIES
n�d ADJACENT MnTt MATERIAL ��ER LINDA AND PETER SAMPSON GENERAL GENERAL STRUCTURAL CONTAINED WITHIN THESE CONSTRUCTION DOCUMENTS
,4FF ABOVE FINISHED FLOOR MAX MAXIMUM IMMEDIATELY TO THE ARCHITECT.
nFa ACOUSIIC FABRIC PANEL MECH MECHANICAL 1824 ALTA CIRCLE CONTRACTOR A0.1 PROJECT INFORMATION SHEET S1 GENERAL NOTES '
ALT ALTERNATE MED MEDIUM VAIL, COLORADO S2 FOUNDATION PLAN 2. DO NOT SCALE DR,4WINGS. ANY DISCREPANCIES IN rchitect
ALUM ALUMINUM n+EZZ MEZZANINE S3 MAIN FLOOR FRAMING PLAN
ANOD ANODIZED MFR MANUFACTURER LANDSCAPE DIMENSIONS SHALL BE POINTED OUT TO THE ARCHITECT
AP ACCESS PANEL MH MANHOLE S4 UPPER FLOOR FRAMING AND DETAILS AND RE50LVED PRIOR TO COMMENCEMENT OF WORK.
APPROX APPROXIMATE(L17 MIN MINUTE L1.1 LANDSCAPE PLAN S5 ROOF FRAMING PLAN
ARCH ARCHITEC7(URAL) Misc MISCELL4NEOUS 3. DIMENSIONS ARE TO FACE OF STUD FACE OF CONCRETE
ACT ACOUSTIC CEILING TILE MLW MILLWORK S6 DETAILS ' ' P.O. Box 3235
e/o BOITOM OF MM MILLIMEfER ARCHITECTURAL OR CENTERLINE OF STRUCTURE UNLESS NOTED OTHERWISE. Avon, Colorado 81620
BD BOARD Mo MASONRY OPENING ARGHITECT RICHARD DOMINICK ARCHITECT 4. ALL WALLS REL4TED TO THE FOUNDATION OF THE BUILDING
eu�cG BLOCKNG MT OUNTE P. O. BOX 3235 A1.1 SITE AND GRADING PLAN SHALL BE CONNECTED TO THE FOUNDATION DRAINAGE
BM G BLO�CKING MTD MOUNTED AVON COLORADO 81620 A1.2 BUILDING HEIGHTS SYSTEM UNLESS INDICATED OTHERWISE.
eor BOITOM NTL N�H VOICE�: �970� 949-4441 A2.1 LOWER LEVEL FLOOR PLAN 5. COORDINATE ALL ELECTRICAL AND MECHANICAL WIRING,
eRC BFARING NA NOT APPLICABLE PIPING, CHASES, DUCTS, ETC, TO FIT WITHIN CEILING AND
BRK BRICK Nic NOT IN CONTRACT FAX: �970� 949-4442 A2.2 MAIN LEVEL FLOOR PLAN WALL SPACES.
BRZ BRONZE NOM NOMINAL
BSMT BASEMENT CONTACT: RICK A2.3 UPPER LEVEL FLOOR PLAN
Bnl BRITISH THERMAL UNIT Nrs NOT TO SCALE 6. PROVIDE ALL NECESSARY BLOCKING IN STUD WALLS AND
suR BUILT-UP ROOFING oA OVERALL � AZ.4 ROOF PLAN CEILINGS. LOCATIONS INCLUDE, BUT ARE NOT LIMITED T0,
C/C CENTER TO CENTER oC ON CENTER TOILETS, TOILET ACCESSORIES, CEILING AND WALL-MOUNTED Seal:
c�t CUBIC FEEf PER MINUTE oo OUTSIDE DIAMEfER ELECTRICAL FIXTURES, SHELVES, CLOSET RODS, CABINETRY,
ciP CAST-IN-PLACE oFO OVERFLOW DRAIN A3.1 BUILDING ELEVATIONS BUILT-INS, DRAPERY RODS, COUNTERTOPS, AND FALSE BEAMS.
CJ CONTROL JOINT OPNG OPENING
c� CENTER IJNE oPP OPPOSITE A3.2 BUILDING ELEVATIONS 7. REFER TO DETAILS AND INTERIOR DRAWINGS
CLG CEILJNG OSB ORIENTED STRAND BOARD FOR ROOM FINISH SCHEDULE.
CLOS CLOSEf OSF OUTSIDE FACE
cuz c� oz OUNCE(5) A4.1 BUILDING SECTION
cM CENTIMEfER PnRr PARTITION 8. ALL ANGLES OTHER THAN 90 DEGREES ARE 45 DEGREES
CMP CORRUGA7ED METAL PIPE PAV PAVER
OR 135 DEGREES, UNLESS NOTED OTHERWISE.
cMU CONCREfE MASONRY UNIT Pc PRECAST CONCREfE E1.1 LOWER LEVEL ELECTRICAL LAYOUT PLAN
co CLEAN OUT PERP PERPENDICULAR 9. PROVIDE 2x 6 STUD WALLS AT ALL POCKET DOORS,
co� COLUMN P� Pu,� E1.2 MAIN LEVEL ELECTRICAL LAYOUT PLAN PLUMBING WALLS, AND AS SPECIFIED BY STRUCTURAL OR
cor�isr CONSTRUCTION Pv+M PUtSTIC L4MINATE E1.3 UPPER LEVEL ELECTRICAL LAYOUT PLAN ARCHITECTURAL DR,4WINGS.
CONT CONTINUOUS P�B PLUMBING
PLSTC Plnsnc 10. ALL INTERIOR WALLS TO BE 2X6 WALLS UNLESS
CONTR CONTRACTOR PLWD PLYWOOD NOTED OTHERWISE.
CORR CORRUGA7ED
�pT �p� PNT(D) PAINT(ED)
CS CONCREfE SFALER PPL PROPERTI' LINE
cT CERAMIC TILE PR PaR 11. INTERIOR DOORS 6" FROM ADJACENT WALL OR CENTERED
cU cue�c PREFAB PREFABRICATED IN OPENING UNLESS NOTED OTHERWISE.
CY CUBIC YARD PROJ PROJECTION
D DEPTH PSF POUNDS PER SQUARE FOOT
DD DECK DRAIN PSI POUNDS PER SQUARE INCH
DF DRINKING FOUNTAIN PVC POLYVINYL CHLORIDE SYSTEMS NOTES:
OIA DIAMEfER QT QUARRY TILE
owc DIAGONAL Qn' qunNTin 1. PROVIDE SOUND ATTENUATION BLANKET AT ALL JOIST SPACES � �
DIM DIMENSION R RISER
DN DOWN RB RESILIENT BASE BETWEEN FL EVELS.
DTL DETAIL RC RESILIENT CHANNEL
D/W DISH WASHER RCF RAISED COMPUTER FLOOR � �
DWG DRAWING RCP REFLECTED CEILING PIAN
E EAST RD ROUND, ROOF DRAIN �
E4 F1�CH REF REFERENCE
SYM BO �S � EG Ef� D � "
EC EXPOSED CONSTRUCTION EFR REFRIGERATOR
EIFS EXTERIOR INSULATION dc FINISH SYSTEM REINF REINFORCING
EJ EXPANSION JOINT REQD REQUIRED
ELEC ELECTRIC(AL) Rty REVISION
ELEV EL�/ATION RM ROOM � ,
ELEVR ELtVATOR Rp ROUGH OPENING
EMBED EMBEDMENT S sourH NOTE; NOT ALL SYMBOLS USED ON ALL DRAWINGS ��
• � �
EM EMERGENCY g� SOLID CORE "^
EPS IXPANDED POLYSTYRENE SCH SCHEDULE
EQ EQUAL gp STORM DRAIN V �
EQPT EQUIPMENT SECT SECTION � . N
ESC ESCAIATOR gHJ SHEEf
ExP IXPOSED s,M s���� PLAN 41 EXIST. CONTOUR BLOCKING U � �
EXPA IXPANSION S�P STRUCTURAL INSUL4TED PANEL � DRAWING TITLE & SCALE { � ) COLUMN CENTER LINE, 0
EXIST D(ISfING SLR S��R 1�8�� _ ��-Op `J GRID & REFERENCE 4Q NEW CONTOUR ��
WOOD (FRAMING) ��'' r
EXT D(TERIOR SNK SINK � h
l �FD FZOOR DRAIN SPEC SPECIFICATION WOOD (FINISHED) u
FDN FOUNDATION sQ SQUARE � EARTH �
FEC FlRE EXTINGUISHER CABINET �S STAINLESS STEEL
FF FlNISHED FLOOR SSK SERVICE SINK �
�^
FG FlBERGLASS sr �T�� 1 PARTITION or WALL TYPE FILL PLYWOOD � . N
FHC FlRE HOSE CABINET �p STANDARD
FHR FlRE HOSE REEL y��� STIFFENER 3 O �
FIN FlNISH(ED) � STEEL A21 EXTERIOR ELEVATION �,'� ��' �� r ��,r CONCRETE � PLASTER/GWB/STUCCO � �
FLR FLOOR STP STAMP(ED) ..........................
FLG �cE �oR STORAGE DOOR o 0 0 0 - GRAVEL BATT INSULATION � �
FLUOR FlUORESCENT �R��J STRUCTURE, STRUCTURAL
Ff FOOT, FEET SUSP SUSPENDED DOOR TAG �
FfG FOOTING T TRF�4D TYPE DW
cn cnucE T� TEMPERATURE CONTROL p, �iE ASPHALT � RIGID INSULATION ,
cn� GALLON �� TELEPHONE 12.1 2.4 INTERIOR ELEVATION
GALV GALVANIZED �Mp TEMPERATURE, TEMPORARY 2. CONCRETE BLOCK WOOD STUD WALL
GI GALVANIZED IRON �RZ TERRAZZO
GL GL4SS �K THICKNESS
GL BLK GIASS BLOCK THRU THROUGH AZ.�
GMMU GL4SS-MESH MASONRY UNR O WINDOW NUMBER STONE METAL
GND GftOUND T.O. TOP OF A1
GR GRANITE TRANS TRANSVERSE �
GRD GRADE T5 TUBE STEEL EXISTING WALLS
TRAV TRAVERTINE �
GWB GYPSUM WALLBOARD TYP TYPICAL FLOOR ASSEMBLY TYPE
HdcV HE4TING dc VENTILATION UG UNDERGROUND
HB HOSE BIBB UL UNDERWRITERS� IABORATORIES � REVISION NUMBER
HC HOLLOW CORE UNO UNLESS NOTED OTHERWISE
HDW HARDWARE UR URINAL
HM HOLLOW METAL VB VINYL BASE
HORZ HORIZONTAL VCT VINYL COMPOSffION 11LE FLOOR TRANSITION
HP HIGH POINT VERT VERTICAL
HPL HIGH-PRESSURE LAMINATE VEST VESTIBULE FI N FLOOR
HR(s) HouR(s) v�F VERIFY IN FIELD � EL = +100'-O" ELEVATIONS OR HEIGHTS D AT U M R E � E R E N C E
HT HEIGKf VNR VENEER I S S U E D F O R
ID INSIDE DIAMEfER VWC VINYL WALL COVERING
INCL INCLUDE(ING) W WEST
NO. ll�,SCltll'T10N llAT�
INFO INFORMATION W/ WITH
IN INCHES W/0 WITHOUT 8 CiU£,ST BEDRUO'_VI
INSUL INSUfATI�N WC WATER CLOSET BUILDING SECTION ROOM NAME AND NUMBER > >> 1 Desi nReview 1-21-U1
INT INTERIOR Wp w000 A2.� 115 10� - 0 = 7 9 8 6 . 2 5 0 N T 0 P 0 G R A P H I C S U R V E Y �
JC JANITOR CLOSEf W� yyq��
JMB JANITOR MOP BASIN WP WATERPROOF
JT JOINT WPM WATERPROOF MEMBRANE 4'
�B IABORATORY WR WATER RESISTANT A2.� V E R I F Y 0 N S I T E A N D C 0 N S U L T W/ A R C H I T E C T
�M LAMINATE AREA OF ENLARGEMENT
WT WEIGHT
IAV LAVATORY WWF WELDED WIRE FABRIC 2.500 DETAIL SECTION
LB(S) POUND(S) XPS EXTRUDED POLYSTYRENE
LP LOW POINT
LT LIGHT
FLOORS: WALLS: CEILINGS:
ROOFINGS:
W� 1X LAP SIDING (CEDAR-MATCH EXISTING), wi STUCCO: - C1 GWB.: R� 24" #1 CEDAR (MEDIUM) SHAKE SHINGLES W/ 9"
F1 WOOD: O „ „
3 4" X2 1 4" WOOD FLOORING RUN HORIZONTALLY-SMOOTH SIDE OUT, BLIND NAIL 7/8 THREE COAT STUCCO� APPLICATION ON SELF 5/8 GWB. ON 2x FRAMING W/TEXTURE O MAX. EXPOSURE-INTERWOVEN W 15 FELT ON 30
� � W/STAINLESS STEEL OR DOUBLE HOT DIPPED MAZE FURRING 17-GUAGE 1 1 �2 MESH STUCCO WIRE OR (MATCH EXISTING) + 2 COATS OF EGGSHELL BASE FELT ON WEATHERSHIELD MEM RANE #
MATCH EXISTING NAILS OR EQUAL ON 1/2" EXTERIOR PLYWD. OR GALVANIZED EXPANDED METAL LATH ON 15# FELT, EXCEPT IN KITCHEN, BATHS, LAUNDRY AND ��
REFER TO DETAILS INSUL. SHEATHING ON 2X FRAMING W MIN. 6 BATT (ENTIRE ROOF) ON 2X FRAMING W/ 5/8 EXTERIOR
/ LAPPED TO DRAIN ON 1 /2 EXTERIOR PLYWD. ON 2x SKI ROOM (SEMI-GLOSS). ATTACHED. FILL CAVITY W/ 12" BATT INSUL. ( R38) T
INSU�. (R19) W/ VAPOR BARRIER & 5/8" GYP. BD. FRAMING W/MIN. 6" BATT INSUL. (R19) W/VAPOR 1.�.fO
INTERIOR SURFACE & COAT FINISH W/ PRIMER & BARRIER & 5/8" GWB. INTERIOR SURFACE 8c COAT
F3 CARPET: (TO BE SELECTED BY OWNER) 2 COATS EGGSHELL PAINT (VERIFY COLORS W/ OWNER) FINISH W/PRIMER 8c 2 COATS EGGSHELL PAINT.
REFER TO DETAIL Sheet
VERIFY COLORS W/OWNER.
F2 TILE: (TO BE SELECTED BY OWNER� W2 1X10 VERTICAL BOARD ON BOARD SIDING (CEDAR-MATCH EXISTING),
R2 METAL ROOFING-(TO BE DETERMINED)
RUN VERTICALLY-SMOOTH SIDE OUT, BLIND NAIL Q INTERIOR PARTITION WALL:
REFER TO DETAILS W/STAINLESS STEEL OR DOUBLE HOT DIPPED MAZE 2x WOOD WALL (REF. PLAN FOR SIZE) W/5/8"
NAILS OR EQUAL ON 1/2" EXTERIOR PLYWD. OR GYP. BD. EA. SIDE. PROVIDE BLOCKING FOR
F4 CONCRETE: INSUL. SHEATHING ON 2X FRAMING W/ MIN. 6" BATT SHELVES, CABINETS, ETC. AS NEEDED.
SMOOTH FINISH CONCRETE FLOOR, SLOPE TO DRAIN. INSUL. (R19) W/ VAPOR BARRIER & 5/8" GYP. BD. MATCH EXISTING TEXTURE. INSULATE BTWN. ROOMS.
REFER TO DETAIL INTERIOR SURFACE & COAT FINISH W/ PRIMER &
2 COATS EGGSHELL PAINT (VERIFY COLORS W/ OWNER)
•
DA'1'�: PRUJ�C'1'NO,:
'.VIarch 27,2000 ppS.Q�
DRAVG'I�13Y: S(:Al.i::
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A�chitect
LOT 34
FOUND PN Bc ALUM. CAP P.�. Box 3235
(P.E. & P.L.S. 26626� L 0 T 33 Avon, Colorado 81620
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SQ SANITARY SEWER MANHOLE 1�� �� \ 11,837 SQ. FT. s-dx�9' � I� O
� FIRE HYDRANT �'� �,, 0.272 AC. � �;I ,i � �
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��E� TELEPHONE PEDESTAL (TPED) �� � � O K a��3� �j � �; � �
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`\'�, '-,\\ t�q,2 �, �I
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''� TREES - 1-1 ' TO 2" CALIPER � -�; ',
3 CURRANT BUSHES '-�-, � .
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1 LILAC BUSH � '�- j
1,32.�p; -._..,..,._, i
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ASSORTED PERENNIALS ` � - �
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LOT 38
1 . NATURAL VEGETATION TO REMAIN AND TO BE RESTORED.
�or 3s
2. CONTRACTOR TO PROVIDE EROSION FENCING AS REQUIRED. �,, . La�dsca �
. �
3. CONTRACTOR TO PROVIDE PROTECTIVE FENCING AROUND '
EXISTING TREES AS REQUIRED.
Plan
4. TOPOGRAPHIC INFORMATION TAKEN FROM iNTERMOUNTAIN LAND
SU RVEYI N G, JOB # 0�, D ATED 00— 00— 2000.
5. EXISTING SOD AREAS TO BE RESTORED. 1 Landscape Plan
1/4"=1'0"
•
DA'1'�: PROJ�Cl'NO.:
December 14,2000 pp7.pp
DR11WN 13Y: SC:AI.H:
I I I RT.D 1"= 10'-{1"
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Richa�rd
D ominick
A�chitect
cor 34
FouNO rv � acuM. caP P.O. Box 3235
(P.E Bc P.LS 26626) LOT 33 Avon, Colorado 81620
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� FlRE HYDRANT � ��, '�ti `, o.��2 ac. � � �. � I �o r 3� � o
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LOT 38
1 . NATURAL VEGETATION TO REMAIN AND TO BE RESTORED. GRAPHIC SCALE
�o o a �o zo +o L D T 39
2. CONTRACTOR TO PRO�IDE EROSION FENCING AS REQUIRED. ,, � Slt�
.
3. CONTRACTOR TO PROVIDE PROTECTIVE FENCING AROUND ' � � �T � �
1 �IICll z i� �. Plan
E X I S TI N G TR E E S A S R E Q U I R E D. 2-FOOT CONTOUR INTERVAL
4. TOPOGRAPHIC INFORMATION TAKEN FROM iNTERMOUNTAIN LAND
SU RVEYI N G, JOB # 00, DATED 0�— 00— 2000.
5. VERI FY LOWER LEVEL ELEVATION AN D M AI N LEVEL ELEVATI ON 1 S ite P I a n — 1
PRIOR TO CONSTRUCTION . 1/4��=i�o��
.
DA'1'�: PROJ�CI'NU.:
� December 14,2000 pp'7.Q�
DRAWN BY: SCAI.I::
I I I RT.D 1"=10'-0��
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Richa�d
D omi�ick
A�chitect
�or 34
FO(1ND PN & ALUM. CAP P.�. Bo� 3235
(P.E. & P.L.S. 26626) ��r 33 AVOtl� Colorado S 1620
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DA'1�: PROJ�Cl'NO.:
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December 14,2000 pp'7,pp
I�RAWN 13Y: SC;AI.H:
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� 2 3 4 Richa�d
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October 17,200a pp7.pp
1�R11�'N 13Y: S�AI.H:
I I I Ri.n �,��._ ,�_�,.
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1)RAVG'N 13Y: �C;AI.H:
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DA'1'L�: PRUJ�C'1'NO.:
�ctober 17,2000 pO�,qp
1�RAWI`]3Y: SCAI.H:
I I I RT.D 1/4"= 1'-0"
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� R.ichard
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Avon, Colorado 81�20
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NoTES:
Elect.�ical
1. CONTRACTOR TU COORDINATE PU��TER REQUIREMENTS FOR NIECHANICAL La OU�
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EQUIPMENT AND �PPI�IAI�CES WITH EI.ECTRICAL SUB-CONTRACTOR.
2. CUNTRACTUR TO CUORDIN.r'�TE THER�.,VIUST.AT LOCATIONS W/A.RCHITECT.
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�ToTES:
Electrical
1. CONTRACTOR TU CUORDINATE POWER REQUIREMENTS FOR MECHANICAL La QL�t
EQUIPMENT AND �PPIIIANCES WITH EIIECTRICAL SUB-CONTRACT�R.
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2. CONTR�CTUR TO COORDIN.r'�TE THERi�ZUST.l1T LOC.�'�TIONS W/.ARCHITECT.
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ABBREUTATIOI� S PROJ ECT DI RECTORY I I� DEX 0 � DRAWI NGS NOTES
� Richard
AC ARCHITECTURAL CONCRETE LTWr LIGHiWEIGHT GENERAL:
ACOUS ACOUSIIC(AL) LVR LOUVER D o mini c k
AD ARFA DRAIN MACH MACHINE 1. THE CONTRACTOR SHALL REPORT ANY DISCREPANCIES
ADJ ADJACENT MAn MATERIAL OWNER LINDA AND PETER SAMPSON GENERA� STRUCTURAL CONTAINED WITHIN THESE CONSTRUCTION DOCUMENTS
/�F ABOVE FINISHED FLOOR M/+x MAXIMUM IMMEDIATELY TO THE ARCHITECT.
aFP ACOUSTIC FABRlC PANEL MECH MECHANICAL 1824 ALTA CIRCLE A0.1 PROJECT INFORMATION SHEET S1 GENERAL NOTES �
ALT ALTERNATE MED MEDIUM VAIL, COLORADO S2 FOUNDATION PLAN 2, DO NOT SCALE DRAWINGS. ANY DISCREPANCIES IN �ch�tect
ALUM ALUMINUM MEZZ MEZZANINE
p,t�o� ANODIZED MFR MANUFACTURER LANDSCAPE S3 MAIN FLOOR FRAMING PLAN DIMENSIONS SHALL BE POINTED OUT TO THE ARCHITECT
AP ACCESS PANEL MH MANHOLE
APPROX APPROXIMATE(Ll� MIN MINUTE L1.1 LANDSCAPE PLAN S4 UPPER FLOOR FRAMING AND DETAILS AND RESOLVED P IOR TO COMMENCEM NT wo .
ARCH ARCHITECT(URAL) S5 ROOF FRAMING PLAN
Misc MISCELV�NEOUS 3. DIMENSIONS ARE TO FACE OF STUD, FACE OF CONCRETE,
a,cr ACOUSIIC CEILING TIIE M�w MILLWORK S6 DETAILS OR CENTERLINE OF STRUCTURE UNLESS NOTED OTHERWISE. P.O. Box 3235
B/0 BOTfOM OF MM MILUMEfER ARCHITECTURAL AV�17� Colorado 81620
e� BOARD Mo MA50NRY OPENING ARCHITECT RICHARD DOMINICK ARCHITECT 4. ALL WALLS REIATED TO THE FOUNDATION OF THE BUILDING
BLDG Bui�oiNC MR MARBLE A1.1 SITE AND GRADING PLAN SHALL BE CONNECTED TO THE FOUNDATION DRAINAGE
euc BLOCK MT MOUNT P. . BOX 3235 A1.2 BUILDING HEIGHTS
SYSTEM UNLESS INDICATED OTHERWISE.
BLKG BLOCKING MTD MOUNTED AVON, COLORADO 81620
MTL METAL
eor eonoM N NORTH 5. COORDINATE ALL ELECTRICAL AND MECHANICAL WIRING,
BRG BEARING VOICE: (970) 949-4441 A2.1 LOWER LEVEL FLOOR PLAN
NA NOT APPLICABLE PIPING, CHASES, DUCTS, ETC, TO FIT WITHIN CEILING AND
BRK BRICK N�c NOT IN CONTRACT FAX: (970� 949-4442 A2.2 MAIN LEVEL FLOOR PLAN WALL SPACES.
BRZ BRONZE NOM NOMINAL
BSMT BASEMENT CONTACT: RICK A2.3 UPPER LEVEL FLOOR PLAN
eTU BRITISH THERMAL UNIT NTS NOT TO SCALE 6. PROVIDE ALL NECESSARY BLOCKING IN STUD WALLS AND
BuR BUILT—UP ROOFING oA OVERALL A2.4 ROOF PLAN CEILINGS. LOCATIONS INCLUDE, BUT ARE NOT LIMITED T0,
C/C CENTER TO CENTER OC ON CENTER TOILETS, TOILET ACCESSORIES, CEILING AND WALL—MOUNTED Seal;
cFM CUBIC FEET PER MINUTE o� OUTSIDE DIAMEfER ELECTRICAL FIXTURES, SHELVES, CLOSET RODS, CABIN�RY,
aP CAST—IN—PLACE oFO OVERFLOW DRAIN A3.1 BUILDING ELEVATIONS BUILT—INS, DRAPERY RODS, COUNTERTOPS, AND FALSE BEAMS.
CJ CONTROL JOINT OPNG OPENING
c� CENTER L1NE oPP OPPOSITE A3.2 BUILDING ELEVATIONS 7, REFER TO DETAfLS AND fNTERIOR DRAWINGS
CLG CEIUNG OSB ORIENTED STRAND BOARD FOR ROOM FINISH SCHEDULE.
CLOS CLOSEf OSF OUTSIDE FACE
cu: CLFAR oz OUNCE(S) A4.1 BUILDING SECTION
cM CENTIMETER PnRr PARTITION 8. ALL ANGLES OTHER THAN 90 DEGREES ARE 45 DEGREES
CMP CORRUGATED METAL PIPE PAV PAVER
OR 135 DEGREES, UNLESS NOTED OTHERWISE.
cMU CONCREfE MASONRY UNIT Pc PRECAST CQNCRETE E1.1 LOWER LEVEL ELECTRICAL LAYOUT PLAN
co cL� ouT PERP PERPENDICUTAR 9. PROVIDE 2x 6 STUD WALLS AT ALL POCKET DOORS,
co� COLUMN p� P�,� E1.2 MAIN LEVEL ELECTRICAL LAYOUT PLAN
coNC CONCREfE PLUMBING WALLS, AND AS SPECIFIED BY STRUCTURAL OR
coNSr CONSTRUCTION P� P��C LAMINATE E1.3 UPPER LEVEL ELECTRICAL LAYOUT PLAN ARCHITECTURAL DRAWINGS.
CONT CONTINUOUS PLMB PLUMBING
coNrR CONTRACTOR P�� P�T�� 10. ALL INTERIOR WALLS TO BE 2X6 WALLS UNLESS
CORR CORRUGATED PLYWOOD
NOTED OTHERWISE.
�pr �p� PNT(D) PAINT(ED)
CS CONCREIE SFl�R PPL PROPERTY LINE
cT CERAMIC TILE PR P�R 11. INTERIOR DOORS 6" FROM ADJACENT WALL OR CENTERED
cu cueic PREFAB PREFABRICATED IN OPENING UNLESS NOTED OTHERWISE.
CY CUBIC YARD PROJ PROJECTION
D DEPTH PSF POUNDS PER SQUARE FOOT
DD DECK DRAIN PSI POUNDS PER SQUARE INCH
DF DRINKING FOUNTAIN PVC POLYVINYL CHLORIDE SYSTEMS NOTES:
DIA DIAMEfER QT QUARRY TILE
owc DIAGONAL Qn OUANTITY 1. PROVIDE SOUND ATTENUATION BLANKET AT ALL JOIST SPACES �
DIM DIMENSION R RISER BETWEEN FLOOR LEVELS.
DN DOWN RB RESILIENT BASE
DTL DETAIL RC RESILIENT CHANNEL �
D/W DISH WASHER RCF RAISE� COMPLITER FLOOR
�WG DRAWING RCP REFLECTED CEILING PLAN
E FAST RD ROUND, ROOF DRAIN �
E4 E4CH REF REFERENCE
EC EXPOSED CONSTRUCTION REFR REFRIGERATOR S Y M B 0 �S
EIFS EXTERIOR INSULATION d� FINISH SYSTEM REINF REINFORCING � E G E N D �
EJ EXPANSION JOINT REQD REQUIRED
ELEC ELECTRIC(AL) REy Rt1/ISION
ELEII ELEYATION RM ROOM �
ELEVR ELEI/ATOR Rp ROUGH OPENING
EMBED EMBEDMENT S souTH NOTE; NOT ALL SYMBOLS USED ON ALL DRAWINGS
EM EMERGENCY g� SOLID CORE � �'�"� �
EPS IXPANDED POLYSiYRENE SCH SCHEDULE /►/+� Q
EQ EQUAL gp STORM DRAIN V J � �i
EQPT EQUIPMENT SECT SECTION w ` • N �?
ESC ESCAIATOR g� SHEET P L A N ( ' , �
E x P D(P O S E D s�M s�M�v� 4� E X I S T. C O N T O U R B L O C K I N G v'� v O
EXPA IXPANSION s�P STRUCTURAL INSULATED PANEL � DRAWING TITLE & SCALE - � COLUMN CENTER LINE,
SEALER GRID & REFERENCE 42 NEW CONTOUR �,
Ex�sr oasrin,c s�R SINK ��a~ ��—��� WOOD (FRAMING) � Q
EXT D(TERIOR SNK SPECIFICATION r \
FD FZOOR DRAIN SPEC SQUARE '� EARTH WOOD (FINISHED) �%
FDN FOUNDATION �
FEC FlRE EXTINGUISHER CABINEf S5 STAINLESS STEEL
�^
FF FlNISHED FLOOR SSK SERVICE SINK /�
FG FlBERGIASS � STAIN —{ 1 � PARTITION or WALL TYPE FILL PLYWOOD
FHC FlRE HOSE CABINET �p STANDARD �/ � ' N
FHR FlRE HOSE REEL SJ�� STIFFENER 3 �
FIN FlNISH(ED) �' STqMP ED A21 EXTERIOR ELEVATION �' � �' � �=, . ;..o CONCRETE � PLASTER/GWB/STUCCO � �j
.......................... "� �
FLR FLOOR STP � �
F�c FlANGE �oR STORAGE GRAVEL BATT INSULATION � �
FLUOR FLUORESCENT �R�� STRUCTURE, STRUCTURAL DOOR o 0 0 0 -
Ff FOOT, F�ET SUSP SUSPENDED DOOR TAG �
Frc Foor�NC T rR�rw IYPE DW
cn cnucE T� TEMPERATURE CONTROL 2, s�1� ASPHALT � RIGID INSULATION
GAL GALLON TEL 1ELEPHONE �2•� Z•4 INTERIOR ELEVATION CONCRETE BLOCK WOOD STUD WALL
GALV GALVANIZED TEMP TEMPERATURE, TEMPORARY 2
GI GALVANI2ED IRON TERZ TERRAZZO
GL GL4SS THK THICKNESS
GL BLK GLASS BLOCK THRU THROUGH AZ.� STONE METAL �
GMMU GLASS—MESH MASONRY UNIT T.O. TOP OF A� WINDOW NUMBER
GND GROUND TRANS TRANSVERSE
cR cw,��rE TS TUBE STEEL EXISTING WALLS �
GRD GRADE TRAV TRAVERTINE
cwe GYPSUM WALL80ARD TrP rrpic� FLOOR ASSEMBLY TYPE
HdcV HEATING Ac VENTIlATION UG UNDERGROUND
HB HOSE BIBB UL UNDERWRITERS' LABORATORIES � REVISION NUMBER
HC HOLLOW CORE UNO UNLESS NOTED OTHERWISE
HDW HARDWARE UR URINAL
HM HOLLOW METAL VB VINYL BASE
HORZ HORIZONTAL VCT VINYL COMPOSRION 11LE FLOOR TRANSITION
HP HIGH POINT VERT VERTICAL FI N FLOOR
HPL HIGH—PRESSURE IAMINATE VEST VESTIBULE ELEVATIONS OR HEIGHTS D AT U M R E � E R E f� C E
HR(S) HOUR(S) VIF VERIFY IN FIELD EL = +100�-0�� I S S U E D F O R
HT HEIGHT VNR VENEER
ID INSIDE �IAMETER VWC VINYL WALL COVERING
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INCL INCLUDE ING) W NrEy�
INFO INFORMATION
iN INCHES w%o wiTHOUr 8 GL'£,ST BEDROOM > >> Q
INSU� INSUTATION wC WATER CLOSET BUlLD1NG SECTION ROOM NAME AND NUMBER 10 0 - 0 - 7 9 8 5. C�� O N TO P 0 G R A P H I C S U R VE Y 1 i�esi�n Re��iew 1-21-Q1
INT INTERIOR WD WOOD A2•� 115 2 Iiuildin 1'ermit 4/10/Ol
�� JANITOR CLOSET W� W,�S V E R I F Y 0 N S I T E A N D C 0 N S U L T W/ A R C H I T E C T
JMB JANITOR MOP BASIN WP WATERPROOF �
JT JOINT WPM WATERPROOF MEMBRANE 4
�B �BO�,TO� wR WATER RESISTANT A2�' P R I 0 R T 0 C 0 N S T R U C T I 0 N
� �`M��`T� WT WEIGHT
AREA OF ENLARGEMENT
IAV LAVATORY WWF WELDED WIRE FABRIC 25 O DETAIL SECTION
LB(S) POUND(S) XPS EXTRUDED POLY5TYRENE
LP LOW POINT
LT LIGHT
FLOORS: WALLS: CEILINGS:
RO'OFINGS: "
F1 WOOD: W� 1X LAP SIDING (CEDAR—MATCH EXISTING), w3 STUCCO: C1 GWB.:
„ „ RUN HORIZONTALLY—SMOOTH SIDE OUT, BLIND NAIL 7�8�� THREE COAT STUCCO APPLICATION ON SELF— 5/8'� GWB. ON 2x FRAMING W/TEXTURE R1 24 #1 CEDAR (MEDIUM) SHAKE SHINGLES W/ 9
3/4 X2 1 /4 WOOD FLOORING W/STAINLESS STEEL OR DOUBLE HOT DIPPED MAZE FURRING 17—GUAGE 1 1 /2" MESH STUCCO WIRE OR (MATCH EXISTING) + 2 COATS OF EGGSHELL MAX. EXPOSURE—INTERWOVEN W/ 15# FELT ON 30#
MATCH EXISTING NAILS OR EQUAL ON 1/2" EXTERIOR PLYWD. OR GALVANIZED EXPANDED METAL LATH ON 15# FELT EXCEPT IN KITCHEN BATHS LAUNDRY AND BASE FELT ON WEATHERSHIELD MEMBRANE
REFER TO DETAILS INSUL. SHEATHING ON 2X FRAMING W/ MIN. 6" BATT �� ' � � (ENTIRE ROOF) ON 2X FRAMING W/ 5/8" EXTERIOR
LAPPED TO DRAIN ON 1 /2 EXTERIOR PLYWD. ON 2x SKI ROOM (SEMI—GLOSS). ATTACHED. FILL CAVITY W/ 12" BATT INSUL. ( R38) I.�fO
INSUL. (R19) W/ VAPOR BARRIER & 5/8" GYP. BD. FRAMING W/MIN. 6" BATT INSUL. (R19) W/VAPOR
INTERIOR SURFACE & COAT FINISH W/ PRIMER & BARRIER & 5/8" GWB. INTERIOR SURFACE & COAT
F3 CARPET: (TO BE SELECTED BY OWNER) 2 COATS EGGSHELL PAINT (VERIFY COLORS W/ OWNER) FINISH W/PRIMER 8c 2 COATS EGGSHELL PAINT.
REFER TO DETAIL VERIFY COLORS W OWNER. Sheet
/ R2 METAL ROOFING—(TO BE DETERMINED)
F2 TILE: TO BE SELECTED BY OWNER W2 1X10 VERTfCAL BOARD ON BOARD SIDING (CEDAR—MATCH EXISTING), O
O � � RUN VERTICALLY—SMOOTH SIDE OUT, BLIND NAIL 4 INTERIOR PARTITION WALL:
REFER TO DETAILS � „
W/STAINLESS STEEL OR DOUBLE HOT DIPPED MAZE 2x WOOD WALL (REF. PLAN FOR SIZE) W/5/8
NAILS OR EQUAL ON 1/2" EXTERIOR PLYWD. OR GYP. BD. EA. SIDE. PROVIDE BLOCKING FOR
F4 CONCRETE: INSUL. SHEATHING ON 2X FRAMING W/ MIN. 6" BATT SHELVES, CABINETS, ETC. AS NEEDED.
SMOOTH FINISH CONCRETE FLOOR, SLOPE TO DRAIN. INSUL. (R19) W/ VAPOR BARRIER & 5/S" GYP. BD. MATCH EXISTING TEXTURE. INSULATE BTWN. ROOMS.
REFER TO DETAiL INTERIOR SURFACE & COAT FINISH W/ PRIMER &
2 COATS EGGSHELL PAINT (VERIFY COLORS W/ OWNER)
�
DA'1'�: PROJ�Cl'NU.:
'.VIarch 27,2000 pp§,pq
llRAVVt�13Y: S(:AI.H:
RI,1� 1�4��= 1'-���
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D o mi�i c k
A�cchitect
�or 34
FDUND PlN & ALUM. CAP P.O. Box 3235
(P.E. & P.L.S 26626J L O T 33 Avon, Colorado 81620
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3 CURRANT BUSHES ������-_, TREES — 1-1/2" TO 2" CALIPER �`'-� I
1 LILAC BUSH N,¢2s����--_,, � 1 Uesi�,m Review 1-19-21
J�' �.-�..,\` � 2 Building Pcrmit 4/10/01
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3 JUNIPER SHRUBS �� ```�' _, ` SOD AREA � I`
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NOTES:
LOT 38
1 . NATURAL VEGETATION TO REMAIN AND TO BE RESTORED.
L 0 T 39
2. CONTRACTOR TO PROVIDE EROSION FENCING AS REQUIRED. �,, . La.�dsca e
. p
3. CONTRACTOR TO PROVIDE PROTECTIVE FENCING AROUND '
EXISTING TREES AS RE UI Plan
Q RED.
4. TOPOGRAPHIC INFORMATlON TAKEN FROM iNTERMOUNTAIN LAND
SU R VEYI N G, JOB # 00, DATED 00- 00- 2�00.
5. EXISTING SOD AREAS TO BE RESTORED. La ndsca pe Pla n
1 ., . ,.
1/4 =1 0
•
DA'1'�: PROJ�C'1'NU.:
December 14,2000 ()p'7,pp
DRA�'N]3Y: SC:Al.N:
I I I RT.D 1"=10�_0"
i i i
Richa�d
D o mi�i c k
A�chitect
LOT 34
FDUND PN & ALUM. CAP P.�. Box 3235
(P.E. & P.L.S. 26626) LOT 33 Avon, Colorado 81620
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NOTES:
LOT 38
1 . NATURAL VEGETATION TO REMAIN AND TO BE RESTORED. GRAPHIC SCALE
�o o s �o zo �o L 0 T 39 �
2. CONTRACTOR TO PROVIDE EROSION FENCING AS REQUIRED. �,, � Slt�
.
3. CONTRACTOR TO PROVIDE PROTECTIVE FENCING AROUND ' c � � �
1 �h = io �. I'lan
E X I S TI N G TR E E S A S R E Q U I R E D. 2-FOOT CONTOUR INTERVAL
4. TOPOGRAPHIC INFORMATION TAKEN FROM iNTERMOUNTAIN LAND
SURVEYING, JOB # 0�, DATED 0�- 00- 2000.
5. VERI FY LOWER LEVEL ELEVATI ON AN D M AI N LEVEL ELEVATI ON S i te P I a n — 1
PRIOR TO CONSTRUCTION . � ��_ � ��
1/4 —1 0
•
DA'1'L�: PROJ�,C'1'NO.:
December 14,2000 p��_qq
DRAWN 13Y: SC;AI.H:
I ( I RT.I� 1"= 10'-0"
i i i
Richard
D o mi�i c k
A�chitect
�or 34
FOUND lPN & ALUM. CAP P.�. Box 3235
(P.E. & P.L.S. 26626� L 0 T 33 Avon, Colorado 81620
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NOTES:
L D T 38
1 . VERIFY ALL EXISTING ELEVATIONS PRIOR TO GRAPHIC SCALE
CONSTRUCTION . NOTIFY ARCHITECT OF ANY �� � � ,� � � LOT 39 . .
Bu�ldln
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DISCREPANCIES. - �
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DA'1�: PRU)�C!'NU.:
December 14,2000 qp�,qp
DRl1WN I3Y: SC;ALI-s:
I ( RT.D 1"= 10'-0"
i i i
Richard
1 2 3 4
Dominick
Architect
27'- 6 " 25' -6��� 9 , _ 5�..
' � P. O. Box 3235
� Avon, Colorado 81620
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SHELVES/CABINETS/WORK BENCH
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GARAGE SQUARE FOOTAGE . 669 SF < 69 SF OVER > � (���,��� Level
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A2. �
Dd'1T.: PROJCCI' NO.:
Oceuber 1?, 2000 p�7,pp
DR:1�G'N UY: tiCAI.H:
I I I RT.D 1 /4�� - 1 � _ ���
i i i
� Richard
' � r�� Dominick
�
,,,�` �� �
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�12. 2
DA'1T.: PROJ�Cl' NO.:
Ocrober 1 ?, 2000 (�'7_pp
UIL1�V'K ISY� SCAI .H:
I I I RTn f /;,. = ,. �„
i i i
Richard
Dominick
A�chitect
1 2 3 4
P.O. Box 3235
Avon, Colorado 81620
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� A2. 3
DA"1T,: PROJCCI' NO.:
Deccmber 14, 2000 pp�,pp
URAW'N 11Y: tiCN.H:
I I I R1D I /�4�� - 1 � _ (1"
i i i
Rticha�rd
Domir�ick
A�chitect
1 2 3 4
P.O. Box 3235
Avon, Colorado 81620
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DA'1'�: PRUJ�C'1'NU.:
December 14,2000 pp�,pp
DRAWN 13Y: SCALh:
I I RT,D 1/4"= 1'-0"
i i i
� 2 3 4 Richard
Domi�ick
� � A�chitect
. . P.O. Box 3235
Avon, Colorado 81620
TOP OF RIDGE
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DA'1�: PRUJ�CI'NO.:
October 17,2000 p��_pp
DRADVN]3Y: SCAI.N:
I I ( RT.D 1/4"= 1'-Q��
i i i
- �Z.ichard
D omi�ick
A�chitect
' P.O. Box 3235
Avon, Colorado 81620
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TOP OF PLATE�
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DA'1'�: PROJ�Cl'NU,:
October 17,2000 pp�,pp
1�RAWN 13Y: SCAI.H:
I I ( RT.D 1/4"= 1'-�"
i i i
Richa�d
D o mir�i c k
A.�chitect
P.O. Box 3235
Avon, Colorado 81620
Seal:
D C B A
� TOP OF CHIMNEY,-L_
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VERIFY EXISTING ELEVATIONS 1 l)esi�m Review 1/19/01
2 13ui1din�;Permit 4/1U/Ol
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DA'1'�: PRUJ�CI'NO.:
October 17,200a pp'7,pp
1�RAWN]3Y: SC;AI.N:
( I I RT.D i/4"= 1'-0"
� i i
Richard
D omi�ick
� 2 3 4 Architect
. . . P.O. Box 3235
Avon, Colorado 81�20
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IvJUTUR
1 Desi�n Review 1-19-01
�' S�UITCII 2 13ui1cLng 1'ermit 4/lU/01
cLi��!c7 MOUNTLD
j� YENllAN'1"LIGI3'1'I�1X'1L:RE � 1NDIR1-;CT FI.OLRSCN;NT I.IGHT
r1�N/VCNT Tn GXTLRIOR
D(�(�R JAMB LIC'TIiT SWITCF� � (W'1T.H I.iGHT AS [NDICATN.D)
EMPLOYEE O � 1.1GHT
HOUSING UNIT
000 52" CEILII�U FAN
� SURrACF.MnL3N1'F,D
LICTHT
i--� UNllL'R C!'�B1I�L'T L1GHTiNG
Q � D SUR�AC]?MOC)NTJ�;D
Q Q PLUURESCENT LIGH:l'
- - - . . . . . ° Lw�. Lvl.
NoTES: Electrical
1. CONTRACT�R TO CUORDINATE PUWER REQUIREMENTS FUR M�CHANICAL
EQUIPMENT AND APPI�IANCES WITH ELECTRIC�L SUB-C�NTR�CTOR. La, OL�t
2. CUNTRACTUR TU CC�URbIN.r'�TE THERMOST.�T LUCATIUNS W/.ARCHITECT.
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Pla�
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1 ELECTRICA � LAYOUT PLAN
1/4"=1'-0"
DA'1'�: PRUJ�C!'NU.:
January 19,2001 p��.pq
DRAWN I3Y: SCALh;:
I I I RLD 1/4"=1'-0��
i i i
Richard
D omi�ick
� 2 3 4 Architect
� . . P.O. Box 3235
Avon, Colorado 81620
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I I I I �- SWITCi I
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I I I I � c.Liia�c7 MOUNTLD
I I I I P YENllAN'1'LIGH'1'I�IX'1L`RE � 1NDIR}�:CT FI.OLRSC}�:NT LIGHT
I I I I I r1�N/VGNT Tn CXTL,RIOR
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� 2 3 4 Architect
� P.O. Box 3235
� � Avon, Colorado 81�20
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4 IvI.UTUR
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2 Building 1'crtnit 4/10/f)1
CL1Li1\C'7 MOUNTL;D
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D(�(�R JA_'vil3 LIC'TI�T SWITCTi (WITH I.IGHT AS INDICATI�:D)
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pp
NOTES:
1. CONTRACTOR TO CUORDINATE POWER REQUiREMENTS FUR iVLECHANICAL
Electrical
EQUIPMENT AND APPI.IANCES WITH ET,ECTRIC�L SUB-CONTRACT(�R. � La �u�
Y
2. CONTRACTOR TO CUORDIN.r'�TE THERI�VIOST.AT LOCATIUNS W/.f1RCHITECT. 1
�lari
�
.
1 ELECTRI CAL �AYOU T PLAN
1/4"=1'-0"
DA'1"L,: PRUJ�Cl'NU.:
January 19,2001 pp�.pp
DRAWN 13Y: SCALh::
I I I RLD 1/4"=1'-0"
� � . 11 1 �' I '.. T S t{ �I 4c � ` � � � � a I ' A � � � 1
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. : v. . _ . �l �!i . � . � �. � L . _ N .:. . I 3 .. � . .n ' -� ..i"' ;." �Sr. _ r. - J �i ra � . r . , a�'. r` � �. w.. .L _ � . . _ A �A� a _ � . _ . .N L
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\ � 1 � � ) / ��� C � $$ & �
T � � 'E'S 3 k
� ' � SC�� -� a
2'-5 62'-6' � Q � g, �
� o `� � s $�
CENERAL ---- - - ! _� zs� -o' — 2z'-o' 9'-G' 3�-s' 3� - �}° s � � � °' � "-
i . DE51GN LIVE LOAUS: 5now= 75pst, Floor- 40psf, Wind BOmph exp. B ` , 1 TOW= 105' -D 1 2' � � �°� g �
2. RESPONSIBILITY The cuntroctor is responsib�e for eross referencing ' � a,g .
TOW= 108' -9 7/8" a�8 � -
oll pians and inspectiny work placement at the site io assure that no � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � � � $ _ F"
omissions or discrepancies exist thot might adversely affect construction - - ��A' l � � � � � �g,;.x3
or the integrity of the finished product. Job site ond construction safety � - - - -- � `���
are no1 oddressed in these plons and ore the responsibility of the I f— ' - - - - - - - - '- - - - - - - - - - - - - - - - - 1 I �" 7
contrxtor. These responsibilities are industry standard , I TOf= 9'- 2�� I I I I L
TOF= 7' -6" I I I
FOUNUATION I I I � � /�^
L Foundotinn designed in acrordonre with Huntingdon Eng Md Env , � � � I o V J
Inc -'s soil report N4 369 94, which is hereby made u port of these I I I I o �
Qrowings Alaximum allowable soil benring pressure = 1000 psf, no min. � TOW= 105' - � Y I I 1/T Exp. Janl(NP) I I ^
Pro er outhoriza6on for use of the re rt or its recommendations ore � I �y I �
thePresponsibility of the owner. � TOW= 102'- � I y I
2. We recommend excovoting controctor verify duri�g Pxcavotion (ond � I I � O
� I I I TOW= 108'-9 7 8"
bafore construction of ony part of the foundation) that soils types and Euponded Fig. M/
W p9� ) � � 70'� l� A ('i'oc Ew � � 5p'b TOW= 107'-3 7/8" Ex rided it . w �
conditions mo1ch those described in the t I s of the above � _ _ J L — � � — J � _ P0 9 � � - - - - -- - - - - - - - - - , � I'� O
mentioned soils report. � � /a 0 5ac, E.w. ^, �
TOF-99' -2" I
3. Remove topsoils, organic material, and ony questionoble moierial E"P0"� �9 "� � I � � TOF-99'-8" - - - J I I b p ,
�406'o.cE.W. � - - - - - - - - - - - - - - -- - - - - - - - r r - - - - - - - - - '� �- - - - -4 r - - - -� � � L,� � pp ol
below pods ond footers All pods ond footings exposed to frost must I I �I P�� � � � 1 � � „ �I N f�
maintain the required 4' frost depth. Minimum pod thickness = 10" . � � � ow�N � I I � � � � � �/ , /� � O �
The tooting elevotiais of this desiyn are indicated in economicei relation , I I I - - - - - -T - - T ^ - - - - � � _ _ _ _ , � � � v , � N �
- - - - -
-1 �- - - - - - -r - - �- - - - � �
to architecturat elements. Proper soil bearinq and/or the soil report moy q � � �w,u, � � � � -�- 46 -�- � � � �
require lower footings. � � � � - � � � I I 36" x36" x17' Pod � p . L O
4 Draino e, and rodin dekads +o diveh s�urfoce d�ma e at least 10' p4' Ftg � � � 4" SOG TOW= 103' -0" / � � - - - � - � ! , � � , . ' � I w 16"QPier -' � m a. �
9 9 9 � 9 � f TOW- 108' -9 7 8" I � /
awa from the struciure. Do not backFill a ainst an foundation or I � � I I � � � V�
r e t o�m n g w o fl u n t d a l l s u p p o r t i n g t t o o r o n d s l o b s y s t e m s o r e i n p l a ce � I I i � � 4 5(1� � j i A � � O �
and securely anchored, or other adequate wall support is pruvided. � TOF=97' -6" � � � �' - - - - - - , � z � 00
5. Where exterior backfill rises above ony ad�aceni tloor, use granulor - � � � � � - t3'-o' -- 9'- � ' �� � � O
TOF=95' - 10" I � I I � � c�
free draining backfill from drain tile up. Exterior backfill moy be notive � � � � � - � � � r - - - - - - - - - - - - - - - - - - - - -, I I � � 1�
inorganic materiol where final grade is below lowest fluor (UNO). Before I I � � 2�"x2a' �i7 Paa �� � ` �,. i i + 1 , � � �,Y � �
placing finish topsoil, we recommend capping backfill with a A�irofi I � E •� � - - - - - - - - - - - - - - - y 1 I W
+ � � I I I � 1 I i4 � �
fobric under 12' oi water impermeable material (e.g. day). � I i�'�1`L6�bN� I I I � I � � �tr � � 2d' ftg.(TYP)(UNO) � 1 �
TOW= 102'-6" I � � �°- t�' �g. i ` + 1 - -aI 16' Ft � � 7
6. Provide 4" diameter perforoted RVC draintile in o 12" by 12" grovel � - - � I `�p�.� I 9' e' wan(tt�)
TOW=99' -�- I I I I
envelope at lowest levels of ond perimeter of excavation sloped o I vEF.1FY 8' Woll � � L
minimum of 1 8" r foot to an ade uate da li htin drain. Provide � I I t/2" E,p. Jomt(lYP) I ,}gx3�' � ❑� F� I
� pe q y 9 9 I li-- Uepress Wnll A Upening I I � � I � r/ �4 0 5oc E.W9 � I � � «
< leanouls and streen end. Mirafi ur other filter barriers will hel rPVent b I ��� 4" SOG
P P , � I I '"1,' � L � � � 3fi x36" z12" Pad
drain clogging. Test drointile before und after backfilling. :-, � (' � � r � 5/e"eEpo,ry Do�el I I
7. All construction and matenals to conform with ACI 318. � � � ° � � I I � ? C? ��0� � I J-- y5',35 Ex Ftg. I I New rND wow �o Ex�t- � w/ 16�0Pier 7
TYPICAL ABBREVIATIONS Ue ress wal� 0 nin � 1 5/e"oEpnxy Oure1 P0"�d � FNO Woll 6 1Yac j � � �
8 Reinforcin bor to be de(nrmed fi0 ksi steel ( er ASTb1 A-615 la � � P � 9 � � � w/ �4 0 6'o.c E.w TOF =99' -8" /t � i �
B(1G8 = buitum of rade beom 9 P ) F j � L ; N�. n+D wai �o E,��sc. (�)5, 9"IEpoxy DovN New� � � - 7(
9 all rebar s hces and comers 1 � minimum. ' � -,_ - � rN� waii 0 � 7o.c. - � � TOW= 103' -0"r / Fig m Ex�st Ftg.(TYP) I I
BRG = bearing P � I - - - - - - - - - - - - - - - - - - - - - - - - r � J L� 0 J I I
CL = center line 9 C�incret? 28 doy compressive strength = 3006psi. � � � � id=-� � Exponded Fiq. wj � � I �� I ��
E. E. = each end 10. Concrete cover. Concrete cust against and permanently exposed to ` - - - - - - - - - - - - - - - - - - - - - - - - - - - - �� pa � s'o.c EW. I I L �
E.M. = eoch member earth: footin , d = 3� Concrete ex osed to earth or wecrther � � � / � _ _ _ __ ._ _ J � - _ _ � � _
9 Pa P � 8 �. L _ _ � _ _ J NOTE: Owner/Contractor Verify � - �
E.S. = eoch �ide walis, slabs = 1 . 5" � o NEW FOUNDATION J Uesign Basr.d on Assumed Exist • T.U.Ex�st. Sbb = 100' -U' (7986'-0' ) � I 4-3-01
GL = Glulam 11 . Consolidote concrete per ACI 309. Casi in �,luce concrete shall Ge � - Footin of ot least 24" J JOB# 0135
NDR = heoder oured continuuusl so as tu revenl culd oints. FXIST FOUN[u+TION 9 T .O E.Ist Wa11= 105' -S" (7991 '-8" ) � � - - - - - - - - - - -
P Y G 1 -. � _ ;4• � g�_�r �ontructor/Owner Venfy T.O Exist. Ftg. =99'-8" (7985'-8') _ J (���
ML = Micro-lam 12 . Provide 5/8" diameter by 10" min anchor bolts at 32" on center �, Design Assumes Rebar Reinforced ' I DRWN , I.YI
oc = on center TDF=99' -8" , TOW= 107' -3 7 �S" nA'
with an embedment of 1' to connect framing to foundation (UNO). s -� Exterior Foundation � ENG. l.11
OF = overframe Use galvonized anchor bolts with pressure treated plates. finish all -- '�'-�� , TOF=99' -8'� , TOW= 105'-8'�
OH = overhang F +_�1��0,� ����
OPP SIA1 = opposite similar concrete wall tops to within 1 /8" of specitied elevations. NEW FOUNDATION
13. foundation insulation and woterproofing to be specified and installed ADDITION FOUNDaTION PLAN j����' C�N� EXISi . FOUNUAPON FILE � 0135S3
Pc = plote in accordance with the above mentioned soils report, UBC, bcal codes, �����
P't - �`���0m and accepted construction prociice. ._ ,
R.O. = Rough opening Scale: 114 -1 -0' 9�-s��
SOG = slab on grode 14. Provide slab shrinkage r?inforcement of 6x6rWi 4 welded wire mesh }
STR = Structurol with 2" laps, or o poly fiber mesh per manu(acturer's insiructions. ��
15. �lob surfoees to be lefl free (rum trowel marks, uni(orrn in �- PT 2xfi sill piate
TOBL = top of brick ledge 1 /7' Expansion joint
TOF = top of foo6og appearance, and with o surface plane toleronce not exceeding 1 /8" in
10'0" when tested with a 10' strai hted e 4" slob un grade
TOGB = top of gwde beam 9 9 • Maintain 6" cleorance between
TOS = to� o( sbb i6. Provide 1" deep tooled (or cut) control joints ot opproximately 1D' - sill plates ur sidinq ond soils �
TOSB = top of steel beam on center in each direction. * . ,�� ;_� ° ot finish grade. (1YP) ' ' n '�\ �
TOW = top of wall 17. Provide i /2" expansivn joint material at all slob tu wall, tooting, or �'., -' t `' a " «,,, ,, ,;;s ;4- �_ - PT 2xE plate `
1YP = Typicol column interfoces. Provide o 6 mii poly barrier under all interior siobs 4" Sand or qravel(lYP) • • ' _ ��= Vert. �4 @ 16° o. c . ��TOB=TOW+plote �C
UNO = Unless noted otherwise fur moisture protection and as n bond breaker. Provide an opproved Conhnuous 6 mil polyvinyl �lf ' ' � � � �� _" � Huc �4 @ I6' ac . �
WS - steel web sfilteqers hardener �nd sealer !e the surfoce cf ��I! slahs . TYp (2) �4 Horrz. lop - t� �E _ . . Frovide 1 /2" air � f
� 1 Beam per Plan
".omp�cte,� qravel� pFr -/ and bot of woll and � beom Isidesue d t �
— Attemote bends in toohn f . ' t YP� � ,` ``
$J�I) rC�,ort (TYP) �,r� , �.�u�er � � � .
� '
I �)'• 0 1 /2" steel shim � ,
(3)�5x24" (TYP)
; Ttu; W
L� Per F'lan � 4"0 Druin tile in gravel bed 8" Cuncrete wull �
at lowest levels uf ?x�.uvotron
� �- �xf, ��a W���� ��,,,�,��, ,,P� ����� � au���f � BEAM POCKET DETAIL z
' � 1 I�Y ( rY�, p � Timbers(rand rim(TYP) �
WALL DETAIL B NTs
� Joist per plan FT 2x6 sill Glale SCQ � e � / 2" _ � � � �
Maintain 6" cieuronce between �
s+ll plates or siding ond soil� ' X
.
o at finish grade. (TYP) —
�
`;'�' dia�x ' 0" onchor � � r � � � G�
- _ _ _. . , ' 1
boit C� 3l' o.c.(TYP) II = 11 = _ _ _ . - - o '� W
Il - ll - �
�� _ - iJl per plan � � �
i �
� Per Plari PB, CB per plon for standord posts. � z
, 8" PT 2x6 sill plote Knife rut 1 /4" steel plote similnr Z O
(2)�4 Horiz. top & bot p
wall and in footer s 5/8" dio.xl0" anchor to Simpson PB into log bose and
o- rowde t 5 8� la C�tts � lo ost
boft � 32" o c. P �� ) / 9 9 P ` ¢
a g, Nointain 6" clenrnnce between 1 /2"0x10"Mchor --� -- -- � - - �, � �
1 /Y Expansion joint �TY�') � �____ _ sil� plates or siding ond soils B�9 wo11 Pef D�a� bolt �48"oc $� ����� �� � � v
- -Vert. �4 � 12" o.c. 4" slab on rode II = II = at finish grade. (iYf') (lYP)(UNOj II ° !I = II = il = � C.V
- Hor. 4 � 12" o.c. 9 II II- II - P.T plate A II = II - 11 = II - \ Z � �
� Vert. �4 � 12" o.c. �3x3f'i' Hw�z . � 24" o.c . II - / 0 +-�
1 /2'� Exponsion joinl 4° Sand w yravel(TfP " � Sona tube � �l4 p 6" oc. eoch way � � � �
4" slob on grode Alternote bends in looting � �� �____________ E - Hor �4 (iy 12" o.c - ` Per plan in fuoting. Hook p N =
Continuous 6 mil polyvinyl(TYP) . , , � °D ' 3 4 vert lYP ve�Ys in foatinq 0 ( � � �
0 o Compocted gravels per �� ' • ' .r "' � � � � � � �+ •
:,;��.�:;•;:. .:. .;;� �,ils re ort TYF 2 4 Horiz to & Got• \ u _ o ¢ T �
� p" P ( ) (ull and in (ooter — Alternate bends in ic,ohng � � �„ `v Note: Piers w%o pod
4" Sand or grovel(1YP) • ' , ' � � Fonfer elev vones �
Continuous 6 mil pofyvinyl(TYP) ���ff1 ' • � I � � p" 1 Delete hoiiz . foeting steei Page
� }-� Per Plan � 4`0 prain tile in qrovel bed �`Typ `�' ( 3)�4 Horiz. cont top & boHom o , o o �- ` and delete hoaks in vert s
Com cled ravels er at lowesl levris o� excavntion
� � � IAaintain 48" min. frost depth.
soils�eport{Tl'P) P gearinq per soil repori � � Per Flan � � ` 4"0 Dro�n hle in yrnvel bed I � 6� � -� plan � J �
�t InwPSt levels nf ?xCavOlion
WALL DETAI � A WALL DETAIL �- THICKENED S �AB DETAIL D TYPICAL EXTERIOR PAD / PIER DETAIL 0135 of4
Scale 1 / 2" = 1 ' � cale i /2" = 1 ' NTS Scale 1 � 2'� = 1 '
_ - - _ - �� ''rt •� . - . � r ������,� V7T�,xM !..y ,
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WOOU fRAMWG -f� �I q O
t . Framing pians show structurnl requirements only. IWditiunol members may j � - \��� �
be required for bbcking, nailers and code requirements. I I �
`t . Use Douqlas Fr or Hem Fir " stud grade" (S4S) 2xfi for oll wall � �
studs(UNO). Use L1F�2 (S4S) or better (or all mulli- stud pos!s, joists, rafters, I � � � �
headers, posts, beams and plates. I � I r� O'� p�p �
3. Sill lates in direct conta:t with concrete- Californi� Foundation Grade I b I N ^
RedwoodPor Species Group B Pressure Treated Lumber. Use galvanized anchor I m I �� � � �
boits w�th pressure treated plates. I ° I ��' ^ vi �
4 Clulams (GL)- manufoctured in accordance with AITC 117 -A4, � � �
fb=2400psi. � � � � m ' � �
5. Ilicrulam (ML) - nwnufactured in accordance with APA criterio. fb= 2G00psi. y�, d.o`` � � � N
6. Extenor Wall Ply- 1 /2" APA roted C�X with 8d's �6" oc edge, 12' oc field. � �` $ `� � � �
Manufactured m conformance with APA PS 1 -83. Ftoor Ply- 3/4" TkG APA � �oQ� � � � 0 --- - 7 � 1�
� � I I .�0 Tfmberstrand Rim(TYP) ? � L � �
rated ?4/0 minimum, 8d's �6" ce edge, 10" oc field. Glue to joists. Roof Ply - ;,* \ � , �
e,+ ��' I I ��Q7 Beom Pckt. � j�- � � � p
5�t3" APA rated 40/20 minimum, Bd's �6�� a edge, 12" oc field. b+ .�l � �
7. Roof Trusses- 75 psf snow luad, 24" oc. Truss design and fabricution by - • - - - • - • ��� •1 • - • - � - • - • j�� -� � �
t% �
. . � r � r - �Tr' - � r' � r � r � �
- -� � - � r � - � - � - - - . _ T �_ . _ . -� _ . _
others. W18z50 � � � � ,� ( ,��� LLJ
8. Mlainiain 6" cleoronce between untreaied wood or sidinq aod soiis at finish I: i I I � • I i I o f � 1�
Cope W10:22 ond connect to � � � � �- 2z6 0 24"o.c. -+ I �
grade. ' j I � wiaxso vio +�r�°xl /4' Mgk � � I I � �'�. / eeomy wow i � ��
9. i /"1" Plywood sheath 100% all exterior frame. (, ' I � I Steei E.S. 3/ts" Weld All lvound I J I I �y � pz4r 0 24•a.c. �� �� j� � �
1U. NI tluor and rooi plywood plae vrith 8' dimension perpendicuiar io j I � I (� �) � � o � � I m f Beormq wan � / � ��
b +o � � � I � �� �\ Web Stifteners(iYP) l rS
froming with end joints staggered. j I O I � I e I I �{�i�{i��'�.::fiii�'i/i� � - - - - - - - �j� t./
11 . All lood bearing headers in 2x6 wall (3)2x10; in 2x4 wall (2)2x10, (UNO). I - - - - �� tt .eB rdi/Pao 25o e � 5oc (�Ya) r - - - - - � ML Rim � Cantilevers( Tl'F')
� I oI -J g, I I � � � I I �� - - L� - - - - - - - - - - - - - - � �
12. Provide 2 studs under each end af all load beoring beoms or heoders :r � � �' J� �L t 1 .88 T,N/PRO 250 p tb'o c.
>38" (UNO). I' I & I i I & I ( � I � ' I �I I - - - � - - - - - - - - - � i 1 1
� 1 � I I � I ( � � & � - - - �1,
13. Muttiple 3tud posts onticipate 2'min wal� s?clions preventing buckiing. � � 3 I I .$ I I� �
Verify new adjacent upenings wiih engineer. I I ,p I i I � I � I � � ��'; ,`� N � . �/ r t Can!ileve� Joisfs per TJI Details
14. Studs removed for doors and windows shall be ploced equally ot the end j I � I I � I � 1 ;� x � � �'� � ! j
of henders, up to (2)king (full height) siuds each end, j i I � I I oO 1 n ( / +S+a«dY9wo I
� 1'S. Posts to stock over e ual below UNO . Trusses to stock over studs ( � � �� , %¢- 2%6 m �4 � �. 4-3 -01
Q � ) � I I I ��"� � • I I I � ��� &annq wou I
below (UNO). Provide new studs as required in existing wall. Provide end joist o � � ° � I I I '- ' - " " " '� "� ' -" '� '�
where studs otrove do not stack over studs below. 3 i � � 3 I i � � . _ . _ 11 .88 ML i � � JOB# Q135
16. Solid bbck _all beariag walls and posts tor continuity to foundation. � � �� ✓ ' ' % DRWN . l.11�
17. BlDCk all trusses, outlookers, rafters and joists at ail bearing points. �y I I I I � � � ,
18. Provide joists or blocking under interior walls which parallel joists. Where I �c,�' I I � i I L j°r' � 2� 0 2�'o.c. -� ENG: C�N
full heighl foundation or frnme woll porollel to joists, blak Ist jast spoce � y�ti+� I y�ti`� �,a�L ,��`� 1 I � f I I I � l �'�""9 w� /
�2a" oc � , �. _ , W1Ux3U HDR i � � FILE: 0135S3
_ . � . � . _ .� . _ . _ . _ . � . _ . .�. _ . _ . _ . _ . _ . _ . -� REVS:
19. Wull studs to be continuous irom floor tu floor , or floor to ruoL 8alloun (3) I1 .88 ML HDR � W8x58 � � _ � �r f ,
� . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . . - - - - - - - d" ' '
frame all gQble walls. (No drop top trusses without approval ot Engineer.) , � �c � , *s� `' - I
Provide firestop blocking at 10' max intervols in any wall with studs over 10' cope wsx58 ana connect to oti \ � � � ( ; +%.°�� i I
hei ht Wi6.22 vio 4'.1'rI/C M�c � I � � j � co 4° -- - -- - �
9 Steel E.S 3/16' Weld All Around ' • � • � °� ��
20. Conneet. joists to b�ocking wiih o minimum oi (2) 10d nails and ronnect ��pP �� ; . � o � 0 �- C,ontilever W10x22 � '
Connect'ron A
joists to plate or beam below with o minimum of (3) tOd toenails. Connect rim f'�� �ppP gM) � 5. 125x10.5 GL � � � � � °a
ko late below with iQd t�enoils �6"0� . Conkilever WlOx27 : _ _ _ _ _ _ _ 1� �J _ _ _ �. ,
P �= ' _ ' ' - - - . . . . . .. . -_ . . _ . _ . - --- - _�.
- - - - - - - - - - - -- - -- -- - -- --- - --- --
21 . Noil exterior wall sule plate to joists below with (3) 1pd ond to blocking,
rim or end joist with 10d's �4' oc.
?2. Connect oll ?x rofters to blocking with (3) l6d noils. ?x rofters to plote
or beam below wilh ( 3) 16d tuenails. Connect bbcking to plate below �� i�
with(3) 16d tcenai{s minimum. :�
23 Connect common lrusses to all beoring points with Simpson H3
co�nectws 048" oc (UNO) and otherwise to pfate or beam below with (3) 16d
toenuils. (,���� trusses connect o�P end with Simpson T�z6.� ConneCt (o ADDITION MAIN FLOOR FRAMING PL.AN
blocking with (3) l6d nails
24. Ventilote roof froming per locol codes. Scale: 114'= i '-0'
?5 Nailing, bk�cking, and oll other construction detoils per UBC 97, such as
Table 23-II-B- 1 . (UNO) w
26. NI cunnector caUouts to be Simpson Strong-re or equoi by Simpsun ` `
Strong-Tie Compony, Inc. Install per monufacturer's instructions. � v
27. TJI and MicroLam (ML) are products by Trus Joist MocMillon. Install per � 7
manu(acturei s ir.structions. Mul6ple MIL's qlue and noil together with (2)rows N L
16d @t2"oc (UNO). � `�
28. Steel beoms pack oui oer detail where noted. Where not otherwise noied, �
provide Ml full width nailer un top with 1 /2" Thru bolt at 48° oc or Romset L Q
y--�
at 24" oc staggered to beam. Where frame wall pocket prevents beum rolling, (z)5/8'� rnruw�ics u� - 2� ���F v���r l �"F) � �
connect steel beom bose to post or benm beloW with (2)S/8" Lags. Otherwise �� WPb ����� no�cn a �o ra `~ [ ^
connect beam to beanng vio welded " eors' i.e. , fionges similar ta Simpson CC. Pru��ae 7o M09hC15 3/4' P� � `r •
N r� /- Y �
Provi�ie 1 /4' fitted web stiiteners al sieef beam point louds ond beoring ry� �;�!�-
points (UNO). ' �
STRUCTURAL STEEL _ 0 5 � 25w �o5 ci � �
I /4' Web sMfene� - _ Z
1 . All structurol steel shoil conform to ASTM specifications A56 except steel � - �-_ -� � �
tube columns which shaA coniorm to ASTM A5W Grade 8. Steel to steel
member connection bolfs sholl be A307 steel ond miscellaneous wood
embedded items shatl be A36 steei. wlOx22 � � �h� ���� � O
2. Steel column bose plotes shaV bear evenly to concrete below via 4000 psi O
non shnnk yrout. /� �q - -� � �i �
3. Minimum weWs tu be per AISC and/or AWS, bul not less thon 3\ 16" C 0 N N E C T 10 N n � I Y 1 � � N -� o ) Z n �
continuous fillet unless otherwise noted. Welding quolity control shull be per -� � 1..� �
AWS. All welders sholl havt evidence of passing the Amencan Weldmg Society N T `, � U
�tandard Oualifications Test as detailed in AWS D1 . 1 O �
�
¢ OO
� �¢ V 1 °Q �
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0135 of 4
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. �v of $offit per Contruclor R C,/) �
r I'A�UMv9f �5�11 .88 4t v � � ��
� � (2) 11 .88 ML Rim �;� - - - � � �
I �, �5 j
conti�ever (2)t t&1 Ml. ; `1'L� �r�' ;�+' �`e' — p
I /� � _ ___ �, , � � �
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I : . I r�*��' x � / +' � �b (3)11 A8 AIL � +� r IAL Rim _ , ` '
U / � ^ n
, I � � �� ^ /\��y I ��� I /�y I _ _ . . �
� �,( � � � � � � �
2r4 0 24'o.c. ,(, w � � �
� �. I � I Beaing Wall 7� � ^' � ' ',
i� '}��/�'1�;,�„���/.{x'x� 1 v � I �����`�1 �`�+6 � I � — Block � Jois,s !� Bearinq �
w. i i i i � i y � ; �.rL✓- �-_-_ _ _ �-_- -_ �_-- _- - - . ., �
� I � I I � I o� •� — — — —. — — � I1 .88 TJI/PRU 250 0 16"o.c. � � , W
r °� r — �-- _ _ 1 c�,� ario �;st� �
�t j � i �'I t f �s%,+� � ,L n .ea r,n/vRO 2so o , s'o � J�- — — _--___=T—__— ' i
�
I 1 �, I f� '�o -- `� � � i 1 �--- ;^antilever � x 1 u :,i;ter;
I NI � � 2M6 O 2a'O.C. � � I O � I
Y
E�earing won J) v'J. x - �
� -'I I� — — — — — — — — — — 1 � 1+ I cv I � �
� 11 .88 iJl/PRO 250 0 1Ko.a ,� 6 . � 2z Decking � E
�� _ . 1 . _ . � _ i - r ; �- i ; � 4- 3 -01
. � . � . � . l' '� I � I J
11 .88 ML J - ^ - - - - - y i ; v � x � - - - - - - - c� JOB# 0135
� J i
- � ti i ' �� /�����y�
� t .88 iJl/PRO 250 9 16"o.c J� � � �2 Ply. 5h20lh G'rS .. � ( � '� � D�� • — " '
ni , /���
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ABBREV AT ONS PROJECT D RECTORY NDEX 0 � DRAW NGS NOTES
Richard
AC ARCHfiECTURPI CONCREfE �� uci+rw�cFrr GENER4L: , ,
�o� �o��,���, �� �o�R Dominick
Ap na�r, oaaN w�cH MACHINE 1 . THE CONTRACTOR SHALL REPORT ANY DISCREPANCIES
� ��c� �`n MP'�R� OVYWER LINDA AND PETER SAMPSON GENERAL STRUCTURAL CONTAINED WITHIN THESE CONSTRUCTION DOCUMENTS
AFF ABOVE FlNISHED FLOOR "�"X "^x"��" 1824 ALTA CIRCLE A0. 1 PROJECT INFORMATION SHEET S1 GENERAL NOTES IMMEDIATELY TO THE ARCHITECT, PRIOR TO CONSTRUCTION.
AFP ACOUS�C FABRIC PANEL MECH MECHANICAL Architect
q�T wt�Rru� pm MEDIUM VAIL, COLORADO S2 FOUNDAIION PLAN 2, DO NOT SCALE DRAWWGS. ANY DISCREPANCIES IN
a.uM uuMwuM M¢z MmANINE LANDSCAPE S3 MAIN FLOOR FRAMING PLAN DIMENSIONS SHALL BE POINTED OUT TO THE ARCHITECT
ANOD ANODIZE� MFR AIANUFACTURER
AP ACCESS PANEL MH �r+o� S4 UPPER FLOOR FRAMING AND DETAILS AND RESOLVED PRIOR To CoMMENCEMENT OF WORK.
MIN uu+ure L1 . 1 LANDSCAPE PLAN
APPRO% APPRO%IIM7E(Ll� S5 ROOF FRAMING PLAN
u:cH utcH�cr(ur�u) Misc MISCELLANEOUS 3. DIMENSIONS ARE TO FACE OF STUD, FACE OF CONCRETE,
M�w MILLWORN $6 DETAILS OR CENTERLINE OF STRUCTURE UNLESS NOTED OTHERWISE. P.O. BOX 3Z3S
ncr ncoumc cewNC ntE MM MIWMEIER ARCHITECTURAL A��OII, Colorado 81620
B/O BOTfOM OF
eD eonlio Mo MASONRY OPENING ARCHITECT RICHARD DOMINICK ARCHITECT 4. ALL WALLS RELATED TO THE FOUNDATION OF THE BUILDING
e�oc euitniNC MR Mnrte� A1 . 1 SITE AND GRADING PLAN SHALL BE CONNECTED TO THE FOUNDATiON DRAINAGE
euc BLOCK nrt Mourrr P . 0. BOX 3235 A1 . 2 BUILDING HEIGHTS SYSTEM UNLESS INDICATED OTHERWISE.
eucc BIOCKING MTp MOUMED AVON , COLORADO 81620
e0T oM � N� VOICE: ( 970 ) 949 - 4441 A2. 1 LOWER �EVEL FLOOR PLAN 5. COORDINATE AI.L ELECTRICAL AND MECHANICAL WIRING,
artc sEnrtiHC ry(� NOT APPLICABLE PIPING, CHASES, DUCTS, ETC, TO Fff WITHIN CEILING AND
eaK BRICK Nic NOT IN COHTRAC� FAX: ( 970� 949 - 4442 A2. 2 MAIN LEVEL FLOOR PLAN WALL SPACES.
eRZ BRONZE NoM NOMINAL CONTACT: RICK A2. 3 UPPER LEVEL FLOOR PLAN
eswrt BASEMENT Nis Nor ro scwE 6. PROVIDE ALL NECESSARY BLOCKING IN STUD WALLS AND
BTU BRfTISH THERMAL UNR pp ovew�u A2. 4 ROOF PLAN CEILINGS. LOCATIONS INCLUDE, BUT ARE NOT LIMITED T0,
eua BUILT-UP ROOFlNG � oH cwrm TOILETS, TOILET ACCESSORIES, CEILING AND WALL-MOUNTED
C/C CENfER 70 CENTER 00 OUiSIDE DWAEfQt ELECTRICAL FIXTURES, SHELVES, CLOSET RODS, CABINEfRY, ye��
CFM CUBIC FEET PER MMUTE
ciP GSi-IN-PUCE �� �R�w ��N A3. 1 BUILDING ELEVATIONS BUILT-INS, DRAPERY RODS, COUNTERTOPS, AND FALSE BEAMS.
CJ CONTROL JOIHT OPNG OPENING A3. 2 BUILDING ELEVATIONS
c� CENiER LINE oar+ OPPOSRE 7. REFER TO DETAILS AND INTERIOR DR4WINGS
CLG CEILING OSB ORIEMID StRAND BOARD
aos c�osEr OSF OUTSIDE FACE FOR ROOM FlNISH SCHEDULE.
cu+ c� oz ourvcE(s) q4. 1 BUILDING SECTION 8. ALL ANGLES OTHER THAN 90 DEGREES ARE 45 DEGREES
cM CEMIMEfER pnrir PAFiTIT10N OR 135 DEGREES, UNLESS NOTED OTHERWISE.
CMP CORRUGATED MEUL PIPE PAV PAVER
crau C�NCREfE MASONR'f UNIT pC PRECASf CONCREfE E1 . 1 LOWER LEVEL ELECTRICAL LAYOUT PLAN
co ctFnt� our p�p PQZP�DICULAR 9. PROVIDE 2x 6 STUD WALLS AT ALL POCKET DOORS,
ca� COLUMN p� PU,� E1 . 2 MAIN LEVEL ELECTRICAL LAYOUT PLAN P�UMBiNG WALI.S, AND AS SPECIFlED BY STRUCTURAL OR
cor+c coNCR� P� P�� �iw,� E1 . 3 UPPER LEVEL ELECTRICAL LAYOUT PLAN ARCHITEC7URAL DRnwINGS.
CONST CONSTRUCTION p�g PWMBING
CDM CONTINUOUS pLSTC PL0.SIIC
cor�rn cormucroR Pt� PL�,N,�p 10. ALL INTERIOR WALLS TO BE 2X6 WALLS UNLESS
CORR CORRUG4TED P��p� Pa���� NOTED 07HERWISE.
CPT CARPEf
CS CONCREfE SEPLER PPL PROPERiY IJNE 11 . INTERIOR DOORS 6' FROM ADJACENT WALL OR CENTERED
CT CEMMIC T11F PR PAIR
CU CUBIC PREfAB PREFABRIGTED
CY Cl1BIC YARD PRQI PR0.IECTION
0 p� PSF POUNDS PER SOUARE FOOT
UD DECK DRAIN P9 POUN�S PER SOUME INCH
DF DRINNING FOUNTNN PVC POLVVINYL CHLORIDE
OIA DWAEfER OT OUARRY TILE
oNC owcowu aT" ��^�+T�T�" 1 . PROVIDE SOUND ATTENUATION BLANKEf AT ALL JOIST SPACES _ `
OIM DIMENSION R RISER BEiWEEN FLOOR LEYELS. ��
DN DOWN R9 ftESWENT B0.5E
OTL DEfAIL RC RESILIEM CHANNEL r ,
O�W DISH W0.5HER RCF RAISE� COMPUfER FLOOR v
OWG DRAWING RCP REFLECTED CEILING PLAN
E �� RO ROUNO, ROOF DRAIN
EA EACH REF REFERENCE
EC E7(POSEO CONSIRUCIION REFR REFRIGERA70R S Y M B 0 S
EIFS IXTERIOR INSULATION k FlNISH SYSfEM REINF REINFORCING � E G E N D �
EJ IXPANSION JOINf REQD REOUIRm
ELEC ELECiFiiC(AL) REy REVISION
ELEV ELEVATION RM ROOM �
ELEVR EIEVATOR RO �UGH OPENINC
EMBEO EMBEOMENT 5 souni NOTE; NOT ALL SYMBOLS USED ON ALL DRAWINGS
EA1 EMERGENCY SC SOL10 CORE � � �
EPS D(PAN�m POL75fYRENE SCH SCHEDl1LE ( � � O
EO EOUPL gp STORM DR4IN V I ,� �1
EOPT EOUIPMENT gE� SECTION N �vi
ESC ESCALA70R S� SHEEf [ � V
IXP D(POSED s�M s����+ PLAN n 41 EXIST. CONTOUR � BLOCKING `/ O
IX7A D(PANSION Sip STRUCiURAL INSULATE� PANEL 'I DRAWING T1TLE & SCALE � COLUMN CENTER LINE,
IXIST IXISTING g�p S�R 1 1 g" = 1 '_ p^ GRID & REFERENCE '�
SINK � 42 NEW CONTOUR � WOOD (FRAMING) � �
� �IODRAIN SPEC SPECIFlCA710N 'V ` `
cnN FouNOnnon so sounaE EARTH WOOD (FINISHED ) � v
FEC FlRE IXTINGUISHER CABINEf � SfAINLESS SfEEL J
FF FlNISHED FLOOR �K SERVICE SINK ( ' .�
�
Fc FlBERGV55 sr STaN 1 PART1T10N or WALL TYPE FILL PLYWOOD �r� �
FHC FlRE MOSE GBINEf Sfp �µ��
FHR FlRE HOSE REEL y�� Sf1FFaER � � �
FlN FlNISH(mJ � s�a � � EXTERIOR ELEVAl10N �' � ! -.����. - -� �-�-. � . � :� �. . CONCRETE � PLASTER /GNB/STUCCO O N
h7R FLOOR y�p S�AMP(m)
SiORAGE
�uoR ORESCEM ��� srRUCTUa�, sraucruwu DooR - GRAVEL � BATT INSULATION �
Fr Foor, r� susa SusaExom DOOR TAG ^
�c FoonNC T rnaEno 11'PE DW ( �
cr� ceuce T� 7EAIPERANRE CONTROL p. � ASPHALT RIGID INSULATION ,..J...j
c4� c4ttoN � 7ELEPHONE �2.� Z.4 INTERIOR ELEVATION �
GALV GALVANiZED 7OAP 7EMPER4TURE, TEMPORARY �
c� GALVANIZFA IRON �Z �Ranzzo CONCRETE BLOCK WOOD STUD WALL
niicKNess
ci euc cias�s a�ocK TMn-iRU niaoucH A21 O STONE METAL
GMMU GlASS-M6H AVSONRY UNR 7.0. TOP OF A � VIANDOW NUMBER
CND GROUN� TRANS 7RANSYERSE �
ca cw,�rrF TS TUBE SIEEL � EXISTING WALLS �
CRD GRADE TRAV 7RAVEFi�INE
GWB GYPSUM WALLBOARD TYP TYPICPL
H�v HEnnNC a� v�munoN uc uNO�rscROUHO FLOOR ASSEMBLY TYPE
HB HOSE BIBB UL UNOERWRITERS' LABORATORI6 1 REVISION NUMBER
HC HOLLOW CORE UNO UNL65 NOTED OTHERWISE
HDW HAROWPRE UR URINAL
HM HOLLOW MEfAL yg y�m g�SE
HORZ Homzorrru VCr VINYL COMPOSfTION T1LE FLOOR TRANSITION
HP HIGH POINT FIN FLOOR
HPL HICH-PR65URE WAINATE � �� � ELEVATIONS OR HEIGHTS D AT U M R E F E R E N C E I S S U E D F o R
HR(S) HOUR(S) V1F VERIFY IN FlE7D � EL = + 100�- 0��
FR HEIGFR VNR VENEER
10 INSIDE �IAMEfER VWC VINYL WqLL COVERING
INCL INCLU�EQNG) N' �yg�7
INFO INFORMAiION y�� Nr�rry n��� D�.SCR1PTl( 1V ll�1Tt
�� INCHES W,a W�„a� e U�"�T ��°R°°�� 10 0 ' - 0 " = 7 9 8 5 . 81 O N T O P O G R A P H I C S U R V E Y
INSUL INSUL4T10N W� WATEfi CLOSEf � � BUILDING SECTION 115 ROOM NAME AND NUMBER 1 De�i�,.nRrvirv� 1 -2i -ol
INT INiERIOR WD WOOD
JC JANROR CLOSET �y� �yq��s 2 [1i;ildiaqPemLt 4/ Ip/pl
JMB JANfTOR MOP B/SIN WP WqTERPR00F V E R I F Y 0 N S I T E A N D C 0 N S U � T W / A R C H I T E C T 3 2cvived Cnnsvu<ooa �„ �;�„
JT JOINT WPM WATERPROOF MEMB(7ANE �
LAB LABORATORY NR WATER R615TPNf
�•� AREA OF ENLARGEMENT P R I 0 R TO C 0 N S TR U C TI 0 N
LAM LAAIINATE WT WEIGHT
uv uvnrorcr WWF WELDED WIRE FABRIC 2 � DETAIL SECTION
�e(s) aouNO(s) zas exrRUOm VOLYSIYRENE
LP LOW POINf
�T ucHr
FLOORS: WALLS: CEILINGS :
ROOFINGS:
Wt 1X LAP SIDING ( CEDAR - MATCH EXISTING) , QSTUCCO: C1 GWB . :
F1 WOOD : �� �� R � 24" #1 CEDAR ( MEDIUM ) SHAKE SHINGLES W/ 9 "
3/4" X2 1 4" WOOD FLOORING RUN HORIZONTALLY- SMOOTH SIDE OUT, BLIND NAIL 7 /8 THREE COAT STUCCO APPLICATION ON SELF- 5 /8 GWB . ON 2x FRAMING W/TEXTURE O MAX. EXPOSURE - INTERWOVEN W/ 15# FELT ON 30#
� W/STAINLESS STEEL OR DOUBLE HOT DIPPED MAZE FURRING 17 - GUAGE 1 1 /2 MESH STUCCO WIRE OR ( MATCH EXISTING) + 2 COATS OF EGGSHELL BASE FELT ON WEATHERSHIELD MEMBRANE
MATCH EXISTING NAILS OR EQUAL ON 1 /2 " EXTERIOR PLYWD . OR GALVANIZED EXPANDED METAL LATH ON 15 # FELT, EXCEPT IN KITCHEN , BATHS , LAUNDRY AND ( ENTIRE ROOF) ON 2X FRAMING W/ 5/8" EXTERIOR
REFER TO DETAILS INSUL. SHEATHING ON 2X FRAMING W/ MIN . 6 " BATT LAPPED TO DRAIN ON 1 �2�� EXTERIOR PLYWD . ON 2x SKI ROOM ( SEMI - GLOSS � . ATTACHED. FILL CAVITY W/ 12" BATT INSUL. ( R38 )
INSUL. ( R19 ) W/ VAPOR BARRIER & 5/8" GYP. BD . FRAMING W/MIN . 6 " BATT INSUL. ( R19 ) W/VAPOR Info
F3 CARPET: ( TO BE SELECTED BY OWNER INTERIOR SURFACE & COAT FINISH W/ PRIMER & BARRIER & 5 /8 " GWB . INTERIOR SURFACE & COAT
� � 2 COATS EGGSHELL PAINT ( VERIFY COLORS W/ OWNER ) FINISH W/PRIMER & 2 COATS EGGSHELL PAINT. S � � � *
REFER TO DETAIL VERIFY COLORS W/OWNER . R2 METAL ROOFING- ( TO BE DETERMINED ) �
F2 TILE : ( TO BE SELECTED BY OWNER � � 1X10 VERTICAL BOARD ON BOARD SIDING ( CEDAR - MATCH EXISTING),
REFER TO DETAILS RUN VERTICALLY- SMOOTH SIDE OUT, BLIND NAIL Q INTERIOR PARTITION WALL:
W/STAINLESS STEEL OR DOUBLE HOT DIPPED MAZE 2x WOOD WALL ( REF. PLAN FOR SIZE � W�518 "
NAILS OR EQUAL ON 1 /2 " EXTERIOR PLYWD . OR GYP . BD . EA . SIDE . PROVIDE BLOCKING FOR
F4 CONCRETE : INSUL. SHEATHING ON 2X FRAMING W/ MIN . 6 " BATT SHELVES, CABINETS , ETC. AS NEEDED .
SMOOTH FINISH CONCRETE FLOOR , SLOPE TO DRAIN . INSUL. ( R19 ) W/ VAPOR BARRIER & 5/8" GYP . BD . MATCH EXISTING TEXTURE . INSULATE BTWN . ROOMS .
REFER TO DETAIL INTERIOR SURFACE & COAT FINISH W/ PRIMER & /�
2 COATS EGGSHELL PAINT (VERIFY COLORS W/ OWNER ) H O . �
1 1
DA'1`G: PROjLCI' ti0.:
'.vlarch 27, 2(N)0 fK1S.(1()
DR�Vi'[� BY: S(�Al_H:
RI .D I %4" = 1 ' - (Y'
I I I I
I
Richard
Dominick
Architect
LOT 34
h✓JND/PN & ALUTA. CAP P.O. Box 3235
'�. ` � � `. '. `66z6� LOT 33 �von, Colorado 81620
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� LEGEND � %' � - " ' ' Q,
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;= � �
--.-_--- - PROPERTY LINE \ ��� � � � ! �
FOUND PlN & ALUM. CAP ' � I
ADJOINING PROPERTY LINE (P. E & P.LS 26626J � - " �I �,
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i EDGE OF PAVEMENT � ,��' � , � ' I �ii
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� ROCK RETAINING WALL , - ! i
O WOOD FENCE ` ` �'� � 1�'� I �
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�S SANITARY SEWER MANHOLE �y � \ FLOWER BED � ; ' I' � V �
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� FIRE HYDRANT \� B � � 1'. � � r 37 ,� Q
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i � '�, � p� � �, � � � f'-,
ASPEN TREE AL TA CIRCLE �; FLOW�R BED � WOOD R��f PE !' li. �^ �
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PINE 1REE !� A i� �SOD AREA � l J ,
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QROCKS/BOULDERS I I ��_.._.._�_.._.�-�.._.._. W000 O III� ❑ III� T
� � .os j ��..� , _ DECK �� � �, �
ROSE BUSH U NaIL & waSNE / ',
( 0 UMBERJ i ����- .. .,. ._.._..,.��..��.._.,_ .._ e°y° ❑ . /�
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FLOWER BED A FLOWER BED B � _ � q9 $� I �'
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4 AUSTRIAN ROSE BUSHES SNOW IN SUMMER � ' �� s,vEa ' «' EH 1! �
- ��. � ' - i ;
2 ORIENTAL PINE ASSORTED PERENNIALS ' � ' � � - - I�' i� �
corroNw000 � � � �� I S S U E D F O R
2 ASPEN � ` ` - \ ' � ° �
' � - �._.., TR ES SPEN 1 /2° TO 2" CALIPER \�._-�-__..,_ I!, ���
3 CURRANT BUSHES � ss � ��>� DFSCHiPTI<N u�1TE
N��2s � '..�_�� ��i . DesignRevieu� iJ9-21
1 LILAC BUSH O3'��- -\.�'�.._�.. �! 2 Building Pcrmic 4/t0/Ol
32 �
3 JUNIPER SHRUBS 3O ' �
� SOD AREA i 3 RcuiccdConswttion 6/ lS �Gl
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6 PIANESE LOT 4 � ��� '�
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ASSORTED PERENNIALS � � �
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NOTES :
LOT 38
1 . NATURAL VEGETATION TO REMAIN AND TO BE RESTORED .
LOT 39
2 . CONTRACTOR TO PROVIDE EROSION FENCING AS REQUIRED . � . Landscape
, '
3 . CONTRACTOR TO PROVIDE PROTECTIVE FENCING AROUND Plan
EXISTING TREES AS REQUIRED .
4 . TOPOGRAPHIC INFORMATION TAKEN FROM iNTERMOUNTAIN LAND
SURVEYING , JOB # 00 , DATED 00 - 00 - 2000 .
5 . EXISTING SOD AREAS TO BE RESTORED . 1 � andscape Plan
� �4�� = � � ��� L � . �
D�'1L: PRO)LCl' NO.:
Demmber 14, 2000 fMl'.pp
DIL\uT� 13Y� S(:AI.F::
I I I Ri n 1 " = 1(1� ��„
i i i
Richard
� Dominick
Architect
' LOT 34
FOUND PlN & AL UM. CAP
P.O. Box 3235
� ;r�. c & P. �. s. zssz6) � LOT 33 Avon, Colorado 81620
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m0E OF PAVDdEHT � � ' �`ro , , �'i ❑ li
OOOOOOOOOO ROqC RETAWING WALL - ! � �L/
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� $�T�Y g� V�E 19 ��\ :` � � , 837 SQ. FT. � d'a� �i � �I / � , tN �
� � ; . ��2 ac. � � �, � ; LOT 37 W yV Q
FIRE HYDRANT � $��e «+. i
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� WA7ER VALVE � �� \1 1 I 4.i3 �il C,a
Oa� c�e� 1aEwsa+ �srK (cn� 0_ 6 . , 4 „ , 0 ; a I o �j � 'V-•
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i i g0 EXISTING MAI FLOOR �
Koacs/bou�oots CB=N18 5 'S "W ' ! � �
�a� P ' LEVATION I� ;
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NOTES :
LOT 38
1 . NATURAL VEGETATION TO REMAIN AND TO BE RESTORED . GRAPHIC SCALE
w e w a o LOT 39
2 . CONTRACTOR TO PROVIDE EROSION FENCING AS REQUIRED . � • Site
.
3 . CONTRACTOR TO PROVIDE PROTECTIVE FENCING AROUND ' � �' �''' �
,
EXISTING TREES AS REQUIRED . 2-�o��„n,,;:° w R„� Plan
� 4 . TOPOGRAPHIC INFORMATION TAKEN FROM iNTERMOUNTAIN LAND
SURVEYING , JOB # 00 , DATED 00 00 2000 .
5 . vERIFY � OWER LE �EL ELEVATION AND MAIN LEVEL ELEVATION 1 Site Plan — 1
PRIOR TO CONSTRUCTION . i /a" = i � o " A , � ,
D�1'1T,: PROJLC'1� NQ:
Decembei 14, 2000 p(1200
DRi1aGT� 13Y: SCAI.H:
I I I
RT.D t" = lU' �i„
i i i
Richard
1 2 3 4 Dominick
Architect
27'-6" 25'-62� 9� _ 5�•
� 2, 6„ � P.O. Box 3235
� �von, Colorado 81620
� � �
SHELVES/CABINETS/WORK BENCH
3'- 62'• 5'- 11 �•'
GARAGE
001 `���
F3 � o
f
� N
23'- 8" � �
8
HOSE BIBB
SHELVES B
� ORAIN
� WC - D�N STORAGE � EXIST. DR _ _ � g'_ 52"
� � —I� —
� I I o� Q03 i� 2'8"x6'8" U
002 i — — 3�„
�n —
O O �
— 3'9"x2' 3" � UB � g `O AUNDRY O II STORAGE —
'0"x6'8
EXIST. WDW II O owaN 005 � I I 006 �
� s w Q 8 3.p�x6,8. II F4 O II 3'0"x6'8" �4 O
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Fa c� MECHANICAL ��
3'0"x6'8" � � � EL�+_�100'- 0"
EXIST. �R � a � ROOM I iO T_p �
(1 ) 6" TEP I � O 2._ 0� � 007 I � � �
26' - 7" UP O 6' -6�. 6' - 1 " 11 '- 7" 8'- 9�" � � �
� � „ hEL+ 100' - 0" �" 8"
� N
i 1 �� 1 '- 9"x2'- 9" .`u� O 5 3'0"x6'8" 5 T.Y p. CpNC. �� � O
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I 7= 0"x18' - 0" - - - - - - - - - - - i - - - � —� C ) r r , � O
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— — 2 Buildi�gPcrmic 4/ 10/01
3 ReviscJConstruction G/li/Ol
�N O
EMPLOYEE � O
HQUSING UNIT
000
Lower � evel Floor Plan ��, ° °
1 � � o
1 /4" = 1 �0�� - - _ �
D
LOWER � EVEL SQUARE FOOTAGE : LOWer
ADDITION SQUARE FOOTAGE : 415 SF
GARAGE SQUARE FOOTAGE : 669 SF < 69 SF OVER > Level
TOTAL SQUARE FOOTAGE : 484 SF Plan
EXISITNG SQUARE FOOTAGE ( EHU ) : 693 S � 2 '
�,., n4.�
�
A2. �
Dd'1T,: PROj[Cl� tiO.:
O�xober 1?, 2000 IXl'.fH1
UiLll�'[� l3Y 5('.ALF::
� � � �
RTD li4" = 1 , n"
i i i
Richard
Dominick
Architect
1 2 3 4
2 ��_ 6�� zs'— s�" io'- 5�" P.O. Box 3235
Avon, Colorado 81620
2�_ g^ 4'-8�� 1 ' - 11 �"
32 31 30 ?.�.,x4'6�� EA. � 29 � � fi �x3��� � .
� A
NOTE: MAKE—UP 2' 0"x6'8"
ALL HEAD HEIGHTS � r%�r � � TABLE
KITCHEN 6 �- 8° AFF � e EXIST. DR Seal:
�* 33 5'- 1 " 3'-6" — I
MASTER � 3�- 6�" 5� - 11 �"
.`-� BATH 3�"
''� 101 2' 0"x6'8" � � C.
2'0"x4'6" EA. 34 � F3 � EXIST. DR 102 0
3'— 4" �
9 _ 9 � rj�^ 3'_ 8" M [V
I 4'- 0" 10 . .. �
— 2'6"x . —
1 '6"x3'0' 35 2'0"x 6'- 0' 6'S" I lO 3z' 5�" 28 HOS BIBB
O � 0 6�8�� . 3'- 3" 27 - - - — - - - - - � 21 2,_54„ ,
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MAIN LEVEL SQUARE FOOTAGE : ' � Ji � Level
� ________ _____ �
EXISITNG SQUARE FOOTAGE : 730 SF Plan
ADDITION SQUARE FOOTAGE : 1250 SF
TOTAL SQUARE FOOTAGE : 1980 SF
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Ocrober 1?, 2000 [p,]?.p0
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Dominick
Architect
1 2 3 4
P.O. Box 3235
Avon, Colorado 81620
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— — — — — UPPER LEVEL WDW
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ts 25 cn 3 � �
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EXISITNG SQUARE FOOTAGE : 492 SF Level
I TOTAL SQUARE FOOTAGE : 1121 SF Plan
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D.j'1T,: PROJLCl' NO.:
Decrmber 14, 2W0 p0?.Op
DR�1IXT BY: SCALh':
I I I RT.D 1 /4., - , � �,„
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Richard
Dominick
Architect
1 2 3 4
P.O. Box 3235
Avon, Colorado 81620
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Dominick
Architect
P.O. Box 3235
Avon, Colorado 81620
TOP OF RIDGE
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UPPER LVL. 121 — 6
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UPPER LVL. 118 — 6
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DA1'L: PROJLCl' NQ:
Oaober 1?, 2000 pp7.pp
DR�1V:'K 13Y: SCALM::
I I I
R7.D t /4" = 1' n��
i i i
Richard
Dominick
Architect
P.O. Box 3235
I Avon, Colorado 81620
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DA"1"G: PRO)CCl' NO.:
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uw�v�m, ut�: sc.�i.r.:
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Richard
D ominick
1 2 3 4
Architect
P.O . Box 3235
Avon, Colarado 81620
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�j�-- LOT 39
� o �� N� . LOT 41
� � ¢�5034 s� UTIL/TY £AS£AfENT �
ly � /
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� I �� 4, , � Y * . � � � � �� GORE CREEK ROAD R= 45 '
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N 4 ���.
� ' a°�, ,�`rZ .S�Nd£ � �°;�. � � 0 = 69 ��.3 ��9 »
� I I� � �` � �� ,,np�� M��,� �;,�? � _ R = 4S. OO� SCALE ^- 7 ° = 20 '
W`�'
I "N ° ,. � �.�, L 54. 36
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s' unuTr £ASEx+E,vr
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I � i� oc� �'ion GRl� I�EL ORl
LOT 37 � - - -
cN I ,'�7 ` - ' � ' /
v \- 1 , �j % � � \ � / hereby certi/y thot this improroment locotion certificote wos p�epored
� i . !or the mortgoge /ender ond the tiUe insurance canpony, that it is nof o
Q � / lond survey p/of or improvrmmt s�rvey plot, and thot it is not to be rNied
� I I� '� / � upon lor the esto6/ishment o/ %nce, bu�7ding, or other h�lure improvrmmt
�, ��„�ji� / / a, lines l lurtAe� certify thot 1he rmp�o�nents an the aboYr desc•ibed porce/
r-+.� A
�3 K on this dote, er.cept uti7ity connections, ore enfirdy within the boundories
' � � '� of fhe porce% except os shown, thof there ore no encroochmenls upon the
� / described premises bv improvemenls on ony odi'vining premises, except os
I � � � / indicofed, ond thot there is no apparent evidence or sign of ony eosement
� � / crossing or burdening ony port o! soid parce% except os noted.
+� ` 5" U)ILITY EASEM£NT
� 52 � Ihis certificote does not constitute o tiLe seorch by /nta—Marnfain
� / G �'S9 Enginecring fo detcmine ownership ar eosemenfs ol recard For all
Nv inlcrmotion rego�ding eosements, rights—ol—woy or tit/e oJ reco(d,
L 0 r 3Jc lnter—Mountoin re/ied upon Lond Title Cuo�onfee Compony Alta Ccvnmitmenf
Order No. V7441.J.
/
�LOT 34 � •
NOACf.• According to Co%rodo low you must commence �����PPp I1RF��r/ //�j��
ony fego/ oction bosed upon ony detect rn this survey �� . � . r
within three yeors aFter you Trst discow such delecf. G�l ��
ln no eNSnt, moy ony oction bosed upon any defect in 'l` 7I �T \ � / • /
uone r r .
lhis survey be commencad more thon ten years fiom = jo �^ � _
fhe date of certircotion shown hereon. _ . 626 �; —
1B24 GOR£ CRE£K ORIVE �
� OA7F "`"�"" IMPROVEMENT LOCATION CERT1f7CATF � �r �� .. . , 4ssos
r. a eox s�a � IIXJ VMK£ SAP£ET a•"•• �r. MM l � �� \\\\��� 07/15/94
wnaT� ao�n � Iuter Monnt'un LOT 36, VAIL l4LLAGE FlLINC NO. 1
AK/V, GCCO. �f670 � � LAKFNIXYI, CQCO. B0713 p,�y�yer ,7�tL.
�.w.$) 9�s-son ��nC�n$�, (.wJ) zJa-oue TOWN OF l�AIL, DOF 1 =?0
EAGLE COUNTY, COLORADO 1IIO °°°` '''a � "'� � OF �
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