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ABV ABOVE ELEV ELEVATOR LLH LONGLEG HORIZONTAL RWC RPJN WATERCONDUCTOR
ACOUS ACCOUSTICAL EM EMERGENCY OUTLET LLV LONG LEG VERTICAL
ACT ACCGUSTICAL CEILING TILE EMER EMERGENCY LT UGHT S SOUTH
ADD ADDENDUM ENG ENGWEER LTL LINTEL SC SOLIDCORE
F ADJ ADJUSTABLE EOS EDGE OF SL4B L'YVT LIGH7YVEIGHT SCD SEAT COVER OISPENSER
AFF ABOVE FINISIiEO FLOOR EQ EQUAL L�L LE`JEL SCHED SCHEDULE
AFG ABOVE FINISHED GRADE EQUIP E�UIPMENT LVR LOWER SD SOAP DISPENSER
AG AGGREGATE EXIST EXISTING SECT SECTION
AL ALUMINUM EXP EXPANSION M MASTER SF S�UAREFEET
ALT ALTERNATF EXT EXTERIOR MACH MACHINE SGLT STftUCTURALGLULAMTIMBFR
ANCH ANCHOR MAS MASONRV SHLVS SHELVES
APPROX APPROXIMATELY FAS FASTEN(ER) MAT MATERIAL SHR SHOWER
APSH ASPHALT FBO FURNITUREBYOWNER MAX MAXIMUM SHT SHEET
ARCH ARCHITECTURAL FD FLOORDRAIN MECH MECHANICAL SHTG SHEATHING
A51 ARCHITECT'SSUPPLEMENTAL FDN FOUNDATIOh MEP MECHANICAL ELECTRICALand SIM SIMILAR
INSTRUCTIONS FE FIREEXTINGUISHER PLUMBING SPEC SPECIFICATION(S)
ATTEN ATTENUATION FEC FIRE EXT'NGUISHER CAeINET MFGR MANUFACTURER S� S�UARE
AUTO AUTOMA7IC FFE FiNISH FLOOR ELEVATION MH MAN HOLE SR SINK RECEPTACLE
FFL FINISHED FLOOR LINE MIN MINIMUM SS STAINLESS STEEL
BD BOAftD FHC FIRE HOSE CABINET MIR MIRROR SSK SERVICE SINK
BDFM BEDROOM FIN FINISH(ED) MISC MISCELLANEOUS SST STAINLESS STEEL
BEL BELOW FIX FIXTURE MMB MEMeRANF_ ST STAIN
BET 8EIWEEN FLG FLASHING MO M450NRYOPENING STA STA710N
BKT BRACKET FLR FLOOR(ING) MTD MOUNTED STD STANDARD
BLDG BUILDING FLUOR FLUORESCENT MTL lAETAL STL STEEI
BLK BLOCK FPHB FREEZEPROOFHOSEBIB MUL MULLION STO STORAGE
BLR BOILER FR FIRERATED �+1'N MICROWAVE STRUCT STRUCTUREorSTRUCTURAL
BM BEAM FREZ FREEZER SUSP SUSPEND(ED)
BO BYOWNER FRM FRAME (N� N� SV SHFETVINYL
BOF BV OWNER FUTURE FRP fIBERGLASS REINFORCED N NOFTH SYM SYMMETRICAL
BOT BOTTOM PANEI(ING) NIC NOTIN CONTRACT SYS SYSTEM
BOW BOTTOM OF WALL FRT FIF'E RETARDANT TREATED NO NUMBER
BRG BEARNING Ff FEET NOM NOMINAL T THEADS
BSMT eASEFAENT FTG FOOTING NTS NOTTOSCALE Tgg TOPANDBOTTOM
FURR FURRING T8G TONGUEANOGROOVE
CAB CABINET fUT FUTURE OA OvERALL TB TOWELBAR
CAN CABLETELEVISION FV FIELDVERIFV OC ONCENTER TEL TELEPHONE
CB CATCHBASIN OD OUTSIDEDIAMETER THK THICKorTHICKNESS
CCD CONSTRUCTION CHANGE GA GAUCE OFF OFFICE THR THRESHOLD
DIRECTIVE GALV GLAVANIZED OH OPPOSITE HAND THRU THROUGH
CCN CLOSED CIRCUIT TELEVISION GB GRAB BAR OPG OPENING TO TOP OF
CEM CEMENT GCMU GLAZED CONCRETE MASONRV OPP OPPOSITE TOC TOP OF CONCRETE
CER CERAMIC UNIT(5) OTO OUTSIDE TO-0UTSIDE
CFL COUNTERFLASHING tuD GFADE TOV TOWNOFVAIL
TOW TOP OF WALL
CG CORNER GUARD GEN GENERAL PAC PREVIOUSLV AWARDED TPH TOILET PAPER HOLOER
CIP CAST IN PLtCE GFP GAS FIRE PLACE CONTRACT TPTN TOILET PARTITION
CJ CONTROL JOINT GI GALVINIZED IRON PARTN PARTITION N TELEVISION
CK CAULK(ING) GL GLASS PFB PREFABRICATED
CL C.EN7ERLINE GND GROUND PH PHONE TMP NP�CAL
CLG CEILING GRT GROUT PL PLATE UL UNDERWRI7ER'SLABORATORY
CLL CONTRACTLIMITLINE GVP GYPSUMWALLBOAR� PLAM PLASTICLAMINATE UNF UNFINISHED
CLOS CLOSET PLAS PLASTER UON UNlES50THERWISENOTED
CLR CLEARANCE HB HOSEBIB PLNK FLANK UOS UNLESSOTHERWISESPECIFIED
CMU CONCRETEMASONRV 11N1T HC HOLLOW CORE PLWD PLYWO00 UR URINAL
CtiTR COUNTER FID HEAD PNL PANEL
CO CLEAN OUT HDCP HANDICAP�PED) PNT PAINT V VACUUM
COL COLUMN HDRL HANDRAII PNTO PAINTED VB VAPORBARRIER
CON CONCRETE HDWD HAROWOOD PORC FORCEWN VCP VITRIFIEDCLAYPIPE
CONN CONNECTION HM HOLLOW METAL PR PROPOSAL RE�UEST VCT VINYL COMPOSITION TILE
CONST CONSTRUCTION HORIZ HORIZONTAL PR PAIR
CONT CONTINUOI.S HR HOUR PPOJ PROJECT VERT VERTICAL
VEST VESTIBULE
CONTR CON7RACT(04) HTR HEATER PSF POUNDSPERS�UAREFOOT �N VINVL
CORR CORRIDOR FNAC HEATING VENTIL4TION and AIR PSI POUNDS PER S�UARE INCH y� VENT TO ROOF
CPT (,ARPET CONDITIONING PTD PAPERTOWEI
CT CERAMICTILE DISPENSER/RFCEPTACLE �C VINYLWALLCOVERING
CTR CENTER IBC INTERNATIONALBUILDINGCODE PV PAVEMENT yy WqSHER
CTSK COUNTERSINK orINSTALLEDBYCONTRACTOR
IU INSIDEDIAMETER pT pUARRYTILE W� W�TH
D DRVER IN INCH W�O WITHOUT ,
08L DOUBLE INFO INFORMATION R RISERS WATER RES WATER RESISTANT
DEPT DEPARTMENT INSUL INSULATION or INSULATED Rqp RP,DIUS WB WASTE BASKET
DET DETAIL INT INTERIOR RD ROOFDRAIN WC WATERCLOSET
DF DRINKINGFOUNTAIN INTX INTERSECTION RE REFERTOorREFERENCE WD WOOD
DIA DIAMETER INV INVERT REC RECE55(ED� WF WIDEFLANGE
�IAG DIAGONAL REF REFRIGERATORorREFRIGERATED WIN WINDOW
DIM �IMENSION �AN JANITOR REINF REINFORCED WP `NP.TERPROOF(ING)
DN DOWN �B JUNCTIONBOr RE�'D RE�UIRE� WPT WORKINGPOINT
�R DRAIN �T JOMT RES RESISTANT WSCT WAINSCOT
DS OOWNSPOUT RESIL PESILIENT �F WELDEOWIREFABRIC
DW DISHWASHER KD KNOCKDOWN RET RETAINING
DWG DRAWING KO KNOCKOUT REV REVISE REVISEDorREVI510N
DWR DRAWER KIT KITCHEN RF RESILIENTFLOORING
KPL KICKPLA7E RFG ROOFING
E EAST RFL REFLECTED
EA EACH �B LA80FATORY RL RAIN LEADER
EH ExFiAUST FAN �M LAMINATE RM ROOM
EJ EXPANSION JOINT �V LAVATORY RO ROUGH OPENING
EL ELEVATION LBL LABEL ROD ROOF OVERFLOW DRAIN
ELECT ELECTRICAL LW LINEN RS ROUGHSAWN
LKR LOCKER
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DETAIL DESIGNATOR DOOR DESIGNATOR
1 i WALL TYPE
SIM DOOR NUMBER
1 DETAIL NUMBER 10 ROOM NUMBER
A101 SHEET WHERE SHOWN
BUILDING SECTION DESIGNATOR
SIM
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A101 SNEET WHERE SHOVI�N
LEVEL INDICATOR
LEVELNAME
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INTERIOR ELEVATION DESIGNATOR
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A601 SHEET NUMBER
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CONSTRUCTION
a� SPECIFICATION INSTITUTE
SECTION NUMBER REFER
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PRODUCT SPECIFICATION
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FACE OF STRUCTURE TO
FACE OF STRUCTURE
DRAWI NG I N DE�
DRB PRICING PERMIT
SUBMITTAL SET SUBMITTAL
SHEET # SHEET NAME BY 11/10/08 1/16/09 3/10/09
P000 COVER SHEET FPA • • •
A'100 SURVEY BY EAGLE COUNTY SURVEYING ECS • • •
IX200 EXISTING BASEMENT LEVEL FPA • • •
IX201 EXISTING MAIN LEVEL FPA • • •
DC202 EXISTING UPPER LEVEL FPA • • •
IX203 EXISTING ROOF PLAN FPA • • •
C200 BASEMENT LEVEL DEMO PLAN FPA • •
C201 MAIN LEVEL DEMO PLAN FPA • •
C202 UPPER LEVEL DEMO PLAN FPA • •
C203 ROOF DEMO PLAN FPA • •
P101 SITE PLAN FPA • •
P200 BASEMENT LEVEL FPA • • •
P201 MAIN LEVEL FPA - • •
P202 UPPER LEVEL FPA • • •
P203 ROOF PLAN FPA • • •
p301 EXTERIOR ELEVATIONS - FPA • • •
a302 EXTERIOR ELEVATIONS FPA • • •
a303 EXTERIOR ELEVATIONS FPA • • •
a304 EXTERIOR ELEVATIONS FPA • •
F401 BUILDING SECTIONS FPA • •
F402 BUILDING SECTIONS FPA • •
F403 BUILDING SECTIONS FPA • •
F601 INTERIOR ELEVATIONS FPA • •
DRB PRICING PERMIT
SUBMITTAL SET SUBMITTAL
SHEET # SHEET NAME BY 11/10/08 1/16/09 3/10/09
A801 CONSTRUCTION DETAILS FPA • •
A802 CONSTRUCTION DETAILS FPA •
A803 CONSTRUCTION DETAILS FPA •
A901 DOOR & WINDOW SCHEDULES FPA • •
A902 DOOR & WINDOW DETAILS FPA •
S1 MAIN LEVEL FRAMING PLAN BE • •
S2 UPPER LEVEL FRAMING PLAN BE • •
S3 ROOF FRAMING PLAN �" BE • •
S4 STRUCTURAL DETAILS BE • •
E200 BSMT LVL ELECTRICAL PLAN FPA • •
E201 MAIN LEVEL ELECTRICAL PLAN FPA • •
E202 UPPER LEVEL ELECTRICAL PLAN FPA • •
TOV102 SITE INFORMATION FPA • • •
TOV103 SITE INFORMATION FPA • • •
TOV104 SITE INFORMATION FPA • • •
TOV200 GRFA CALCULATIONS FPA •
TOV201 GRFA CALCULATIONS FPA •
TOV202 GRFA CALCULATIONS FPA •
TOV301 GRFA CALCULATIONS FPA •
TOV302 GRFA CALCULATIONS FF'A •
TOV303 GRFA CALCULATIONS FPA •
TOV30� GRFA CALCULATIONS FPA •
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GEN ERAL DRAWI NG NOTES:
1.
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V I C I N I TY MAP
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LEGAL DESCRIPTION OF PROPEFtTI(.
LOT 1, VAIL VALLEY 2ND FILING
1548 SPRING HILL LANE
VAIL, COLORADO 81657
� lJ I L � � � �� D � �J �l �RY
BUILDING CODE 2003 IRC
MECHANICAL CODE 2003 IRC �
PLUMBING CODE 2003 IRC � "
ELECTRICAL CODE 2003 IRC
OTHER CODE ISSUES �
CONSTRUCTION TYPE TYFE VB
CURRENT ZONING TWO-FAMILY RESIDENTIAL
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REQUIRED/ALLOWABLE PROPOSED
SITE COVERAGE 3466 5 SQ FT 2551 68 SQ FT
MAXIMUM HEIGHT 33 FT 33 FT
GROSS RESIDENTIAL FLOOR AREA
EMPLOYEE HOUSING UNIT
DWELLING UNITS
PARKING
LANDSCAPE AREA
6803 23 SQ FT
2
4
10399 5 SQ FT
4763 67 SQ FT
1
5
12850 91 SQ FT
P ROJ E C� � I� E�i0 RY
OWNER BROOKS ZUG
HARBOURVEST PARTNERS
ONE FINANCIAL CENTER
44TH FLOOR
BOSTON, MA 02111
P 617 348 3705
F
E BZllG@HARBOURVEST COM
ARCHITECT FRITZLEN PIERCE ARCHITECTS
BILL PIERCE, PRINCIPAL IN CHARGE
1650 E VAIL VALLEY DRIVE, C1
VAIL, COLORADO 81657
P 970 476 6342
F 970 476 4901
E BILL@VAILARCHITECTS COM
CONTRACTOR COMPAiVY
CONTACT PERSON
ADDRESS
ADDRESS
P
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ISSUE RECORD
11 /1 Q/08
DRB SUBMITTAL
1 /16/09
PERMIT SUBMITTAL
3/10/09
PERMIT SUBMITTAL
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ARCH ITECTS
1650 Fallndge Road Suite C-1
Vail, CO 81657 vailarchitects com
f (970) 476-4901 p (970) 476-6342 �
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INVERT EL=8264.6
MEAS RIM EL=8274.2
SPRING HILL LANE
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FND #5 REBAR &
BUILDING OU7LINE
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�_ 41199 HfGHWAY 6& 24, £AGLE VAIL
' P.0 BOX i 230
« EDWARDS, C0. 81632
(970)949-1406
;'S C�RTIFICATE
J. I'ast, a Professional Land 5urveyor registered under the laws of
of Calorado, da hereby ce�tify that this topogrclphic survey wos
me and under my supervisian, and thdt the survey is occurate artd
� the besi of my knowi�dge.
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Na�r�s:
1) DaT£ OF SURVEY; 3/22/04
ADOITIONAL TOPOGRAPHIC 5URVEY: 4/29/04
2) SURV�YOR NAS MAbE NO INVESTIGATION OR IiVDEPENDENT SEARCH FOR
EASEMiENT� OF RECORD {07HER THAN PLATTED). ENCUMBRANCES,
RESTRICTIVE CQVENAN75, OWNERSHiP TI7LE EVIDENCE, OR ANY �TI-tER
FACTS 7HAT AN ACCiJRAIE ANO CURRENT TITLE SEARCH MAY DISCLOSE.
3) NOTtCE: ACCORQING 70 C�LORADO LAW YOU MUST COMMENCE ANY k.EGAL
ACTfON BASED UPON ANY DEF�C7 lP! ,THIS SURVEY WlTNIN 7NF�Ef YEARS
AF7ER YOU FlRST DiSCOVER SUCH DEFEC'f. IN NO EVENT. MAY ANY
THAN iEN YEARS �ROM 7HEEdATE �OF 7HE C RTlE GATiON SHOWN D MORE
HEREON.
iE 4} 2.0' OF SNUW ON t,OT AT TiME OF 1NITIAL SURVEY; SdME FEATURES MAY �XISi
BENEAiN SN4W THA7 ARE NOT SHOWN ON THIS DRAWiNG.
5) BASIS OF EL�VA710N: SEWEt2 MN 42.6 ASBUIL7 {NVERT ELEV=8264.6
6) BASlS QF PROPERTY L1NE LOCATION: S. PROPERTY LINE LOT 1, {SEE DRAWING).
7) BEARtPdGS Ai�D DISiAN�ES ALONG PRaPERTY LiNE5 SHOWh! HEREON ARE
AS SNOVaN OPi THE SUBDIVlSION PLAT ONLY. A BOUNDAi2Y SURVEY WOUI.D
SETBACKSSAWHIC�! MAY�VARY� ROM 7TNE p�ATTED DIM�N510NS.LOT AND
8) THIS L�i MAY e� AFFEC?ED BY MODERAl'E HAZARD DEtlRIS �FLOW. STUDY �Y
SGHMUESER & ASSOC. ROCKFALL STUDY — TOWi� OF VAIL 17/29/84• -_ -�
APP�ARS FLOWtIiJE OF DEBRIS FL.OW �RMItJATE� AT 7HE SOU7H PROPERTY LIN�
9) 1NIS LOT DOES NOT FALL Wi'iN�N ANY ROCKFALL ZONE.
PR�V'E�
mity D�velopment
Dep�rtme�t
afety � t�spection
ScrvlCeS
of Permii. � - • -mce
;ations and co:nr�taaon�
roval of, any violation oP
iaaAtx af th� jur3sdicdan. �
iwttf��tayteioasofttds INDiCATE5 0.2� DfA. TRUNK EVERGREEN
bo veit�
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tlte cxrrection of "• �� ��� ��DICA7ES 0.5' DIA. TRUNK EVERGR£EN
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Vail, CO 81657 vailarchrtects com
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ARCHITECTS
1650 Faliridge Road C-1
Vail, CO 81657 vailarchitects com
f (970) 476-4901 p (970) 476-6342
EXISTING
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11 /10/08
DRB SUBMITTAL
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3/10/09
PERMIT SUBMITTAL
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ARCH ITECTS
1650 Fallndge Road C-1
Vail, CO 81657 vailarchitects com
f (970) 476-4901 p (970) 476-6342
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EXISTING WALL
PROPOSED WALL
DEMO WALL
ISSUE RECORD
11/10/08
DRB SUBMITTAL
1 /16/09
PRICING SET
3/10/09
PERMIT SUBMITTAL
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P I E R C E
ARCH ITE�TS
1650 Fallndge Road Suite C-1
Vail, CO 81657 vailarchrtects com
f (970) 476-4901 p (970) 476-6342
BASEMENT
LEVEL DEMO
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� EXISTING WALL
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DEMO WALL
ISSUE RECORD
11/10/08
DRB SUBMITTAL
1 /16/09
PRICING SET
3/10/09
PERMIT SUBMITTAL
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ARCH ITECTS
1650 Faliridge Road Suite C-1
Vail, CO 81657 vailarchrtects com
f (970) 476-4901 p (970) 476-6342
MAI N LEVEL
DEMO PLAN
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� EXISTING WALL
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B
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DEMO WALL
ISSUE RECORD
11/10/08
DRB SUBfilIITTAL
1 /16/09
PRICING SET
3/10/09
PERMIT SUBMITI'AL
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PI ER,CE
ARC1-i ITECTS
1650 Fallridge Road Suite C-1
Vail, CO 81657 vailarchitects com
f (970) 476-4901 p (970) 476-6342
UPPER LEVEL
DEMO PLAN
D202
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3'-6"
I
::
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6'-3" 7'-2" 13'-10"
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PORTION OF DECK TO BE
REMOVED, RETAIN RAILING
FOR REUSE
NORTH
8
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EXISTIfVG
ROOF TO BE
DEMOLISHED
:GEND
� EXISTING WALL
� PROPOSED WALL i
DEMO WALL
ISSUE RECORD
11 /10/08
DRB SUBMIITAL
1 /16/09
PRICING SET
3/10/09
PERMIT SUBMITTAL
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P I E R C E
ARCH ITECTS
1650 Fallndge Road Swte C-1
Vail, CO 81657 vailarchitects com
f (970) 476-4901 p (970) 476-6342
ROOF DEMO
PLAN
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1
SITE PLAN
A101 % 1" = 10�-0��
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.,
NDSCAPED AREA
TOTAL SITE AREA 17332 5 SQ FT
TOTAL LANDSCAPED AREA 12850 91 SQ FT
12850 91 SQ FT / 17332 5 SQ FT = 7414
74% > 60%
fE COVERAGE
TOTAL SITE AREA 17332 5 SQ FT
TOTAL SITE COVERAGE 2551 68 SQ FT
2551 68 SQ FT / 17332 5 SQ FT = 1472
15% < 20%
IOW STORAGE
TOTAL HEATED DRIVEWAY AREA 2213 09 SQ FT
10°/a x 2213 09 = 221 309 SQ FT = TOTAL SNOW STORAGE AREA
�RKING REQUIREMENTS
TOTAL PROPOSED GRFA 5137 72 SQ FT
4,000 - 5,500 GRFA = 4 SPACES
ISSUE RECORD
11 /10/0�
DRB SUBMITTAL
1 /16/09
PRICING SET
3/10/09
PERMIT SUBMITTAL
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1650 Fallridge Road Swte C-1
Vail, CO 81657 vailarchitects com
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SITE PLAN
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16'
EXISTING WALL
PROPOSED WALL
DEMO WALL
ISSUE RECORD
1'I /10/08
DRB SUBMiTTAL
1 /16/09
PRICING SET
3/10/09
PERMIT SUBMITTAL
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1650 Fallridge Road Swte C-1
Vail, CO 81657 vailarchrtects com
f (970) 476-4901 p (970) 476-6342
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LEGEND
EXIS7ING WALL
PROPOSED WALL
DEMO WALL
ISSUE RECORD
11/10/08
DRB SUBMITTAL
1/16/09
PRICING SET
3110/09
PERMIT SUBMiTTAL
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1650 Fallndge Road Swte C-1
Vail, CO 81657 vailarchitecLs com
f (970) 476-4901 p (970) 476-6342
MAI N LEVEL
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�/'//�/���i, ���i,�/i.��. - - • -. . �
DEMO WALL
ISSUE RECORD
11 /10/08
DRB SUBMITTAL
1 /16/09
PRICIfdG SET
3/10/09
PERMIT SUBMITTAL.
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P i E R C E
ARCH ITECTS
1650 Fallndge Road Suite C-1
Vail, CO 81657 vailarchrtects com
f (970) 476-4901 p (970) 476-6342
UPPER LEVEL
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0' 2' 4'
,
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ISSUE RECORD
11/10/08
DRB SUBIl�I1TTAL
1 /16/09
PRICING SET
3/10/09
PERMIT SUBMITfAL
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FRITZLEN
PI ER,CE
ARCH ITECTS
1650 Faliridge Road Suite C-1
Vail, CO 81657 vailarchitects com
f (970) 476-4901 p (970) 476-6342
ROOF PLAN
�
A203
,.
�.
UPPER L
FLOOR
117' - 1 3�
MAIN LE
FLOOR P
107' - 1 3i
9
8
7 6
5
4
3
2 1
TYPE A� OF STONE VE EER TYPE A ��`vvv � U
CH MNEY DE�OLITION
� NORTH ELEVATI��
A301 1 /4�� _ � �-o��
0' 2' 4' 8'
16'
MATERIALS LEGEND
� EXISTING SIDING
� EXISTING STONE VENEER
� NOT USED
� NOT USED
� EXISTING DECK & RAILING I
� NEW ROOF TO MATCH EXISTWG
NEW SIDING TO MATCH I
� EXISTING
� NEW EXTERIOR LIGHT FIXTURE
� NOT USED
�
NEW DECK & RAILING TO MATCH
1O EXISTING
11 NEW CORBELS & TRUSSES
'� � EXISTING ROOF
UPPERLEVEL
FLOOR PLAN
(8305 146')119' - 1 3/4"
MAIN LEVEL
FLOOR PLAN
(8296.146')110' - 1 3/4"
BASEMENT LEVEL
FLOOR PLAN
(8282') 96' - 0"
ISSUE RECORD
11 /10/08
DRB SUBMITTAL
1 /16/09
PRICING SET
3/10/09
PERMIT SUBMITTAL
W U
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FRITZLEN
P I E R C E
ARCH ITECTS
1650 Fallridge Road Suite C-1
Vail, CO 81657 vailarchitects com
f (970) 476-4901 p (970) 476-6342
.......
EXTERIOR
ELEVATIONS
A3 01
:a
, _
UPPERLEVEL
�F�LO�R PLAN
�/ 119' - 1 3/4" (8305 1
MAIN LEVEL
�, �FLOOR PLAN
'� 110' - 1 3/4" (8296 1
1 2
3
4
5
6 7
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8
9
I I I I I I I
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0' 2' 4' 8'
16'
MATERIALS LEGEND
� EXISTING SIDING
� EXISTING STONE VENEER
� NOT USED
aNOT USED
aEXISTING DECK & RAILING
� NEW ROOF TO MATCH EXISTING
NEW SIDING TO MATCH
7 EXISTING
� NEW EXTERIOR LIGHT FIXTURE
� NOT USED
1 O NEW DECK 8� RAILING TO MATCH
EXISTING
'� '� NEW CORBELS & TRUSSES
1 2 EXISTING ROOF
UPPERLEVEL
FLOOR PLAN
�3 146') 117' - 1 3/4"
�
MAIN LEVEL
FLOOR PLA�
94.146') 108' - 1 3/4"
BASEMENT LEVEL
_ _ FLOOR PLAiV _�
(�282') 96' - 0" �
ISSUE RECORD
11 /10/08
DRB SUBMITTAL
1/16/09
PRICING SET
3/10/09
PERMIT SUBMITTAL
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FRiTZ�EN
P I E R� E
ARCH ITECTS
1650 Fallndge Road Suite C-1
Vail, CO 81657 vailarchitects com
f (970) 476-4901 p (970) 476-6342
EXTERIOR
ELEVATIONS
A302
..
.
MAIN LEVEL
FLOOR PLAN _
108' - 1 3/4" (8393 14
J H G F E D C B A
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TO 3"
UPPERLEVEL
FLOOR PLAN
(8303.146') 117' - 1 3/4"
MAIN LEVEL
FLOOR PLAN
(8296.146') 110' - 1 3/4"
BASEMENT LEVEL
FLOOR PLAN
- - (8282') 96' - p"
� EAST E L EVA
A303 1 /4�� _ � �-o��
0' 2' 4' 8'
TIORI
16'
MATERIALS LEGEND
� EXISTING SIDING
� EXISTING STONE VENEER
� NOT USED
� NOT USED
� EXISTING DECK & RAILING
Ln I NEW ROOF TO MATCH EXISTING ��
�
NEW SIDING TO MATCH
7 EXISTING
� jj � NEW EXTERIOR LIGHT FIXTURE
I I
I � I NOT USED
I I
NEW DECK & RAILING TO MATCH
1O EXISTING
11 NEW CORBELS & TRUSSES
'� 2 EXISTING ROOF
ISSUE RECORD
11/10/08
DRB SUBMITTAL
1 /16/09
PRICING SET
3/10/09
PERMIT SUBMITTAL
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ARCH ITECTS
1650 Fallridge Road Suite C-1
Vail, CO 81657 vailarchrtects com
f (970) 476-4901 p (970) 476-6342
EXTERIOR
ELEVATIONS
A303
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A B
C
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E F G H
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UPPER LEVEL
FLOOR PLAN
(8305.146') 119' - 1 3/4"
MAIN LEVEL
FLOOR PLAN
(8296.146') 110' - 1 3/4"
BASEMENT LEVEL
_ _ FLOOR PLA�
(8282') 96' - p"
� WEST ELEVAT�ION
A304 % 1 /4�� _ � �-o��
0' 2' 4' 8'
16'
MATERIALS LEGEND
� EXISTING SIDING
� EXISTING STONE VENEER
� NOT USED
� NOT USED
� EXISTING DECK & RAILING
� NEW ROOF TO MATCH EXISTING
NEW SIDING TO MATCH
7 EXISTING
� NEW EXTERIOR LIGHT FIXTURE
� NOT USED
1 O NEW DECK & RAILING TO MATCH
EXISTING
'� '� NEW CORBELS & TRUSSES
'� 2 EXISTING ROOF
ISSUE RECORD
11/10/08
DRB SUBMITTAL
1 /16/09
PRICING SET
3/10/09
PERMIT SUBMITTAL
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FRITZLEN
P I E R C E
ARCH ITECTS
1650 Faliridge Road Suite C-1
Vail, CO 81657 vailarchrtects com
f (970) 476-4901 p (970) 476-6342
EXTERIOR
ELEVATIONS
�
A304
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C
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FALSE FRAMED CEILING
UPPERLEVEL ,
FLOOR PLAN
(8303 146') 117' - 1 3/4"
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A401 % 1 /4° _ � �-o°
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BEDROCSM
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LEGEND
6 7
ii
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EXISTING CONSTRUCTION
PROPOSED CONSTRUCTION
PROPOSED LIVING
ROOM FLOOR HEIGHT
MAIN LEVEL
FLOOR PLAN
(8296 146') 110' - 1 3/4"
BEDROOM
GARAGE
� _ � � �
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— _ _ _ _ _ _ _ �_ _ _ — _�_ _ _ _ �_ _ _ _
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A401 % 1 /4�� _ � �-o��
EXISTfNG LIVING ROOM
FLOOR HEIGHT TO
REMAIN
BASEMENT LEVEL
FLOOR PLAN
(8282') 96' - 0"
FOUNDATION &
L L. DECK
FRAMING PLAN
(8276') 90' - 0"
ISSUE RECORD
11/10/08
DRB SUBMITTAL
'I /16/09
PRICING SET
3/10/09
PERMIT SUBMITTAL
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FRITZLEN
P I E R C E
ARCH ITECTS
1650 Fallndge Road Suite C-1
Vail, CO 81657 vailarchitects com
f (970) 476-4901 p (970) 476-6342
BUILDING
SECTIONS
A401
..
..
0
n
c
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I I I—I I I—I. I I—I I I—I I I—I I I—I I I
2 SECTION 3
`�1�
1 /4" = 1'-0"
F
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i
B
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1
LEGEND
�Iil �II�
EXISTING CONSTRUCTION
PROPOSED CONSTRUCTION
UPPER LEVEL
FLOOR PLA�
(8305 146') 119' - 1 3/4"
MAIN LEVEL
FLOOR PLAN
(8296 146') 110' - 1 3/4"
MAIN LEVEL
�. .... � �, . . ,
BASEMENT LEVEL
_ _ FLOOR PLA�
(8282') 96' - 0"
FOUNDATION &
L L DECK
FRAMING PLA�
(8276') 90' - p"
ISSUE RECORD
11/10/08
DRB SUBMITTAL
1 /16/09
PRICING SET
3/10/09
PERMIT SUBMI�TAL
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ARCH ITECTS
1650 Fallridge Road Suite C-1
Vail, CO 81657 vailarchrtects com
f (970) 476-4901 p (970) 476-6342
BUILDING
SECTIONS
i�402
• a
_.
9
�
5
A801
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7 6
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BATH
205
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ROOF PLAN /1
126' - 1 3/4" �
UPPERLEVEL
FLOOR PLAN
117' - 1 3/4"
MAIN LEVEL
FLOOR PLA_ N �
107' - 1 3/4" �
�
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SECTION 5
A403 % 1 /4�� _ � �-o��
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LEGEND
FALSE FRAMED CEILING
,— — — — — �— — -
_ � _ _—_ --I � =-
— 1-_— � I — -- � -
— — I— — — — — i — — -
I I
EXISTING CONSTRUCTION
PROPOSED CONSTRUCTION
UPPERLEVEL
_ __ _ FLOOR PLAN _�
117' - 1 3/4" �
Level 5
108' - 1 3/4"
MAIN LEVEL
FLOOR PLAN
107' - 1 3/4"
ISSUE RECORD
11/10/08
DRB SUBMITTAL
1/16/09
PRICING SET
3/10/09
PERMIT SUBMITTAL
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FRITZLEN
P I E R C E
ARCH ITECTS
1650 Fallridge Road Suite C-1
Vail, CO 81657 vailarchitects com
f (970) 476-4901 p (970) 476-6342
.......
BUILDING
SECTIONS
A403
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A601 % � �2° _ � �-o��
UPPERLEVEL
_ FLOOR PLAN �
117' - 1 3/4" �
8
i
� . . � �,- �:- � :. : ; :
A601 % 1 /4° _ � �-o��
UPPERLEVEL
_ FLOOR PLA�
117' - 1 3/4"
ISSUE RECORD
11/10/08
DRB SUBMITTAL
1 /16/09
PRICING SET
3/� 0/09
PERMIT SUBMITTAL
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ARCH ITECTS
1650 Fallndge Road Suite C-1
Vail, CO 81657 vailarchitects com
f (970) 476-4901 p (970) 476-6342
INTERIOR
ELEVATIONS
1 �,
�
a
,
�
0
NEW 3/4"
PLYWOOD
2X10 REF
STRUCUTURAL
EXIST 3/4"
PLYWOOD
EXIST 2x10
@24"OC
JOIST HANGER
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BOTTOM RAIL
POST
2x10 JOIST @
16"OC RE
STRUCTURAL
2 - 3/4" DIAMETER
THROUGH BOLTS
� SECT THRU RAILING 2
A801 % 3�� _ � �-o��
NEW DECK RAILING
TO MATCH EXIST
2x TO MATCH
EXISTING DECKS
WEATHER
BARRIER
FLASHING
3/4" EXTERIOR
GRADE PLYWOOD
NEW2x8@16"OC
POST
RAI L
BALLUST
2x10@16"OC
RE STRUCTURAL
2x FLUSH RIM JOIST
RE STRUCTURAL
3/4" DIA THROUGH
BOLTS
1X SIDING TO
MATCH EXISTING
BUILDING PAPER
1/2" EXTERIOR
GRADE PLYWOOD
2X6 @ 16" O C
W/MINERAL FIBER
INSULATION
5/8" TYPE X GYP
4 S ECT TH RU RAI L I N G 1
A801 % 1" = 1�-0°
W1 - TYP EXTERIOR WALL SECTION
2 1/�ALL TYP E�
A801 i 1 1/2" = 1'-0"
1X SIDING TO
MATCH EXISTING
BUILDING PAPER
1/2" EXTERIOR
GRADE PLYWOOD
2X6@16"OC
W/MINERAL FIBER
INSULATION
5/8" TYPE X GYP
2X BLOCKING
3/4" PLYWOOD
2x BLOCKING
FLASHING
SHINGLES TO MATCH
EXISTING
1/2" EXTERIOR
GRADE PLYWOOD
2x10 @16" O C (RE
STRUCTURAL)
2x12 LEDGER W/LAG
SCREWS(RE
STRUCTURAL)
2x12 @ 24" O C (RE
STRUCTURAL)
W/MINERAL FIBER
INSULATION
3/4" PLYWOOD
1/2" PLYWOOD
LVL HEADER (RE
STRUCTURAL)
5/8" TYPE X GYP
�
� •'
•
5/8" GYP
2x4 @ 16" O C
5/8" GYP
2x4 @ 16" O C
AIR SPACE
BATT INSULATION
W3 - TYP INTERIOR WALL SECTION
W2 - STAGGERED STUD INTERIOR WALL SECTION
. � � :�_ . ,. : - ;
1 1 /2" = 1'-0"
ISSUE RECORD
11/10/08
DRB SUBMITTAL
1l15/09
PRICING SET
3/10/09
PERMIT SUBMITTAL
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FRITZLEN
P I E R C E
ARCH 1TECTS
1650 Fallndge Road Swte C-1
Vail, CO 81657 vailarchitects com
f (970) 476-4901 p (970) 476-6342
CONSTRUCTIO
DETAILS
A8 01
,
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.
.
C
NOTES
1 1/2" CHAMFER ON ALL EXPOSED CORNERS
2 INSTALL 3" BLOCKING AT ALL STONE INSTALLATIONS
3 ALL TIMBERS ARE ROUGH SAWN
�
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•
6x8
4 - 2x6 IN WALL
RE STRUCTURAL
3/4" DIA x 10"
LAGS
CARVED 8x12
5/8" DIA x 6"
LAG BOTH
ENDS
3/4" DIA x 10"
LAGS
� � = • : = �:
� � �
1 " = 1'-0"
o� - s°
ELEVATION B
fil� �I
C
NOTES
1 1/2" CHAMFER ON ALL EXPOSED CORNERS
2 INST�LL 3" BLOCKING AT ALL STONE INSTALLATIONS
3 ALL 11MBERS ARE ROUGH SAWN
�
''1
•
CORBEL TYPE B
1" = 1'-0"
NOTES
1 ALL TIMB�RS ARE ROUGH SAWN
� �RU S� 1
ABOZ 3/4" = 1'-0°'
BEVELED 8x10
3/4" DIA x 12"
LAGS
CARVED 8x12
3/4" DIA x 10"
LAG BOTH ENDS
8x8
6x6 IN WALL, RE
STRUCTURAL
3/4" DIA x 12"
LAG
�
ELEVATION B
BEVEL 8x10 TO
MATCH ROOF
SLOPE
�
':11
3/4" DIA x 10" LAG
STRUCTURALBEAM,
REFERENCE
STRUCTURAL
NOTES
1 1/2" CHAMFER ON ALL EXPOSED CORNERS
2 INSTALL 3" BLOCKING AT ALL STONE INSTALLATIONS
3 ALL TIMBERS ARE ROUGH SAWN
CORBEL TYP� C
1 " = 1'-0"
,. .. 0� _ ���
BEVEL 8x10 TO
MATCH ROOF
SLOPE, RE
STRUCTURAL
3/4" QIA x i 5"
LAG
3/4" DIA x 10"
AG
;,ARVED 6 X 10
3/4" DiA x 10"
LAG
�x8 COLUMN,
RE
STRUCTURAL
�
c
�
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NOTES
1 ALL TIMBERS ARE 6X6 TIMBERS UNLESS NOTED OTHERWISE
2 ALL TIMBERS ARE ROUGH SAWN
5 TRU SS 2
A8�2 3/4" = 1'-0"
�
ELEVATION 8
20 OR CURVED
UELAM
LET-IN 2"
STRUCTURALBEAM,
REFERENCE
STRUCTURAL
3EVEL 8x10 TO
VIATCH ROOF
SLOPE, RE
STRUCTURAL
3/4" DIA x 15"
AG
8X8 COLUMN,
RE
STRUCTURAL
ISSUE RECORD
02/13/09
DRB SUBMITTAL
1/15/09
PRICING SET
3/10/09
PERMIT SUBMITTAL
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FRITZLEN
P I E R C E
ARCH ITECTS
1650 Fallndge Road Swte C-1
Vail, CO 81657 vailarchrtects com
f (970) 476-4901 p (970) 476-6342
CONSTRUCTIO
DETAILS
A�02
,
.
�'
NOTES
1 1/2" CHAMFER ON ALL EXPOSED CORNERS
2 INSTALL 3" BLOCKING AT ALL STONE INSTAI_LATIONS
3 ALL TIMBERS ARE ROUGH SAWN
� CORBEL TYPE D
A803 1" = 1�-0°
6x6
6 - 2x6 IN WALL,
RE
STRUCTURAL
3/4" DIA x 10"
LAGS
CARVED 6x12
5/8" DIA x 6" LAG
BOTH ENDS
6x6
3/4" DIA x 10"
LAGS
0'-6"
io
0
�
ELEVATION B
�. _ �., ,.. ....� �,.. . . . �.., .
NOTES
1 ALL TIMBERS ARE 6X6 TIMBERS, UNLESS OTHERWISE NOTED
2 ALL TIMBERS ARE ROUGH SAWN �
3 TRU SS 3
A803 i 3/4" = 1'-0"
LET-IN 2"
C
NOTES
1 1/2" CHAMFER ON ALL EXPOSED CORNERS
2 INSTALL 3" BLOCKING AT ALL STONE INSTALLATIONS
3 ALL TIMBERS ARE ROUGH SAWN
� CO R� E L T�� E
A803 1" = 1�-0°
��
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1 N
3/4" DIA x 9" LAG
6xo IN WALL ,
RE
STRUCTURAL
BEVELED 6x10
3/4" D IA x 10" LAG S
CARVED 6x12
3/4" DIA x 8" LAG
BOTH ENDS
6x6
3/4" DIA x 10" LAG
0' - 6" SLOPE TO MATCH
ROOF SLOPE
, ��� 6,.
�
�O- CARVED 6x8 WEBS
`'O��\ �
6'-8„
CORBEL TYPE E SIMILAR
��
3/4" DIA x 10" LAGS,
COUNTERSINK &
PLUG
CORBEL TYPE E
NOTES
1 ALL TIMBERS ARE 6X6 TIMBERS, UNLESS OTHERb'VISE NOTED
2 ALL TIMBERS ARE ROUGH SAWN
� TRU SS 4
A803 3/4" = 1'-0"
__!�.___�_� s �� .�,� � _ __ _
� .
�
ELEVATION B
CARVED 6x18 OR
CURVED 5 18" x 6"
GLUELAM
LET-IN 2"
BEVELED 6x10
TO MATCH
ROOFSLOPE
ISSUE RECORD
02/16/09
DRB SUBIlIIITTAL
1116/09
PRICING SET
3/10/09
PERMIT SUBMITTAL
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FRITZLEN
P I E R C E
�RCH ITECTS
1650 Fallridge Road Suite C-1
Vail, CO 81657 vailarchitects com
f (970) 476-4901 p (970) 476-6342
�...�.....�.�.
CONSTRUCTIO
DETAILS
A�03
.
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�
.
MARK
�
�
WINDOW SCHEDULE
HEAD
WIDTH HEIGHT LEVEL SILL HEIGHT HEIGHT
COMMENTS
01 CASEMENT 4' - 5 1/2" 5' - 0 3/4" MAIN LEVEL FLOOR PLAN 6' - 0" 11' - 0 3/4" DOUBLt CASEMENT
02 CASEMENT 4' - 5 1/2" 5' - 0 3/4" MAIN LEVEL FLOOR PLAN 6' - 0" 11' - 0 3/4" DOUBLE CASEMENT
03 CASEMENT 3' - 8 1/2" 5' - 0 3/4" MAIN LEVEL FLOOR PLAN 6' - 0" 11' - 0 3/4" DOUBLE CASEMENT
04 CASEMENT 3' - 8 1/2" 5' - 0 3/4" MAIN LEVEL FLOOR PLAN 6' - 0" 11' - 0 3/4" DOUBLE CASEMENT
05 CASEMENT 2' - 3" 4' - 4" MAIN LEVEL FLOOR PLAN 3' - 10 3/4" 8' - 2 3/4"
06 CASEMENT 2' - 3" 4' - 4" MAIN LEVEL FLOOR PLAN 3' - 10 3/4" 8' - 2 3/4"
07 FIXED 2' - 6" 2' - 6" MAIN LEVEL FLOOR PLAN 5' - 8 3/4" 8' - 2 3/4"
08 FIXED 2' - 6" 2' - 6" MAIN LEVEL FLOOR PLAN 5' - 8 3/4" 8' - 2 3/4"
09 FIXED TRAPEZOID 4' - 4" 6' - 5" UPPER LEVEL FLOOR PLAN 2' - 0" 8' - 5"
10 FIXED PENTAGON 6' - 0" 6' - 8" UPPER LEVEL FLOOR PLAN 2' - 0" 8' - 8"
11 FIXED TRAPEZOID 4' - 4" 4' - 3" UPPER LEVEL FLOOR PLAN 2' - 0" 6' - 3"
12 FIXED TRAPEZOID 3' - 7" 6' - 7" UPPER LEVEL FLOOR PLAN 2' - 0" 8' - 7"
13 FIXED TRAPEZOID 3' - 7" 8' - 1 1/2" UPPER LEVEL FLOOR PLAN 2' - 0" 10' - 1 1/2"
14 CASEMENT 5' - 8 1/2" 3' - 10" UPPER LEVEL FLOOR PLAN 2' - 11" 6' - 9" DOUBLE CASEMENT
15 CASEMENT 2' - 3" 4' - 4" UPPER LEVEL FLOOR PLAN 2' - 10 3/4" 7' - 2 3/4"
16 CASEMENT 2' - 3" 4' - 4" UPPER LEVEL FLOOR PLAN 2' - 10 3/4" 7' - 2 3/4"
17 FIXED TRAPEZOID 2' - 1 1/2" 0' - 5" UPPER LEVEL FLOOR PLAN 7' - 9" 8' - 2"
18 FIXED PENTAGON 5' - 0" 2' - 0" UPPER LEVEL FLOOR PLAN 7' - 9" 9' - 9°'
19 FIXED TRAPEZOID 2' - 1 1/2" 0' - 5" UPPER LEVEL FLOOR PLAN 7' - 9" 8' - 2"
20 FIXED 2' - 6" 2' - 6" UPPER LEVEL FLOOR PLAN 4' - 0" 6' - 6"
21 CASEMENT 6' - 3 1/2" 4' - 8" UPPER LEVEL FLOOR PLAN 3' - 6" 8' - 2'° FIXED FiXED CASEMEt�T
22 FIXED TRAPEZOID 6' - 1" 1' - 3 1/2" UPPER LEVEL FLOOR PLAN 8' - 7 3/4" 9' - 11 1/4" 1'-3" L�G @ 7.12 PITCH
23 FIXED SKYLIGHT 3' - 1 1/2" 3' - 1 1/2" ROOF PLAN 126' - 1 3/4" 129' - 3 1/4"
24 FIXED SKYLIGHT 3' - 1 1/2" 3' - 1 1/2" ROOF PLAN 126' - 1 3/4" 129' - 3 1/4"
25 FIXED SKYLIGHT 4' - 1 1/2" 4' - 1 1/2" ROOF PLAN 125' - 9 1/2" 129' - 11'°
26 FIXED SKYLIGHT 4' - 1 1/2" 4' - 1 1/2" ROOF PLAN 126' - 1 3/4" 130' - 3 1/4"
27 FIXED SKYLIGHT 4' - 1 1/2" 4' - 1 1/2" ROOF PLAN 126' - 1 3/4" 130' - 3 1/4"
28 FIXED SKYLIGHT 2' - 6 1/2" 2' - 6 1/2" ROOF PLAN 126' - 1 3/4" 128' - 8 1/4"
31 4' - 2 1/2" 3' - 11" UPPER LEVEL FLOOR PLAN 2' - 9 1/4" 6' - 8 1/4" EXIST WINDOW TO BE REUSED & RELOCATED
32 2' - 0" 3' - 11" UPPER LEVEL FLOOR PLAN 2' - 9 1/4" 6' - 8 1/4" EXIST WINDOW TO BE REUSED & RELOCATED
33 2' - 0" 3' - 11" UPPER LEVEL FLOOR PLAN 2' - 9 1/4" 6' - 8 1/4" EXIST WINDOW TO BE REUSED & RELOCATED
34 4' - 2 1/2" 3' - 11" UPPER LEVEL FLOOR PLAN 2' - 9 1/4" 6' - 8 1/4" EXIST WINDOW TO BE REUSED & RELOCATED
Room
Mark Number Width
DOOR SCHEDULE - iNTERIOR
Head
Height Level Height Sili
Family
1 201 6' - 0" 8' - 0" MAIN LEVEL FLOOR PLAN 11' - 0" 3' - 0" Double-Glass 1
1 202 3' - 0" fi' - 8" MAIN LEVEL FLOOR PLAN 9' - 8" 3' - 0" Single-Flush
1 205 2' - 0" fi' - 8" MAIN LEVEL FLOOR PLAN 7' - 8" 1' - 0" Single-Flush
1 206 2' - 4" fi' - 8" MAIN LEVEL FLOOR PLAN 6' - 8" 0' - 0" Single-Flush
1 207 2' - 4" 6' - 8" MAIN LEVEL FLOOR PLAN 7' - 8" 1' - 0" Single-Flush
2 207 5' - 0" 7' - 2" MAIN LEVEL FLOOR PLAN 8' - 2" 1' - 0" Double-Glass 1
1 302 2' - 10" fi' - 8" UPPER LEVEL FLOOR PLAN 8' - 8" 2' - 0" Pocket Slider poor 5851
2 302 4' - 0" 2' - 0" UPPER LEVEL FLOOR PLAN 10' - 6" 8' - 6" Double-Flush
1 303 4' - 8" 7' - 0" UPPER LEVEL FLOOR PLAN 7' - 0" 0' - 0" Bifaid-4 Panel
1 304 2' - 10" fi' - 8" UPPER LEVEL FLOOR PLAN 6' - 8" 0' - 0" Pocket Slider poor 5851
1 305 2' - 6" 6' - 8" UPPER LEVEL FLOOR PLAN 6' - 8" 0' - 0" Single-Flush
1 306 2' - 8" 6' - 8" UPPER LEVEL FLOOR PLAN 6' - 8" 0' - 0" S�ngle-Flush
2 306 5' - 0" 7' - 2" UPPER LEVEL FLOOR PLAN 7' - 2" 0' - 0" Double-Glass 1
1 307 3' - 4" 6' - 8" UPPER LEVEL FLOOR PLAN 6' - 8" 0' - 0" Sliding_Door - Adjustabie
1 308 3' - 4" 6' - 8" UPPER LEVEL FLOOR PLAN 6' - 8" 0' - 0" Sliding_Door - Ad)ustable
1 309 2' - 6" 6' - 8" UPPER LEVEL FLOOR PLAN 6' - 8" 0' - 0" Single-Flush
1 310 2' - 8" 5' - 8" UPPER LEVEL FLOOR PLAN 6' - 8" 0' - 0" Single-Flush
Name
ROOM SCHEDULE
Number Ceiling Finish Wall Finish
Floor Finish � �ase
LIVING 201 DW PAINT CARPET WD
BEDROOM 202 DW PAINT EXIST WD
KITCHEN 203 DW PAINT EXiST WD
DINING 204 DW PAINT EXIST WD
BATH 205 � DW PAINT TILE WD
CLOSET 206 DW PAINT CARPET WD
BEDROOM 207 DW ` PAINT CARPET WD
PLAY ROOM 208 DW PAINT EXIST WD
CORRIDOR 301 DW PAINT EXIST WD
CORRIDOR 302 DW PAINT CARPET WD
LAUNDRY 303 DW PAINT TILE WD
LINEN CLOSET 304 DW PAINT CARPET WD
BATH 305 DW PAINT TILE WD
BEDROOM 306 DW PAINT CARPET WD
CLOSET � 307 DW PAINT CARPET WD
CLOSET 308 DW PAINT CARPET WD
BEDROOM 309 DW PAINT CARPET WD
BATH , 310 DW PAINT TILE WD
ISSUE RECORD
11/10/08
DRB SUBMITTAL
1 /15/09
PRICING SET
3/10/09
PERMIT SUBMITTAL
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AI�CI-IITECTS
1650 Fallridge Road Suite C-1
Vail, CO 81657 vailarchitects com
f (970) 476-4901 p (970) 476-6342
DOOR &
WINDOW
._�.........,
A901
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JOINT SEALANT W/B�CKER ROD
WINDOW TRIM TO MATCH EXISTING
�
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A902 % 1 1 /2" = 1'-0"
5/8" TYPE'X' GYPSUM BOARD
FULL BATT- INSUL
2X6 STUD FRAMING RE STRUCTURAL
1X BLOCKING
WINDOW UNIT
WINDOW UNIT
1x BLOCKING
STOOL & APRON TO MATCH EXISTING
2x6 STUD FRAMING RE STRUCTURAL
5/8" TYPE'X' GYPSUM BOARD
FULL BATT INSUL
A902 % 1 1 /2" = 1'-0"
EXTERIOR SHEATHING
WEATHER BARRIER
WOOD SIDING
JOINT SEALANT W/BACKER ROD
COPPER FLASHING
WiNDOW TRIM TO MATCH EXIST
COPPER FLASHING
W(NDOW UNIT
JOINT SEALANT W/BACKER ROD
COPPER FLASHING
WINDOW TRIM TO MATCH EXIST
WOOD SIDING
WEATHER BARRIER
EXTERIOR SHEATHING
- �^ _
:�:
. . - `.' ��
ISSUE RECORD
11/10/08
DRB SUBiVIITTAL
1/15/09
PRICING SET
3/'I O/09
PERMIT SUBMITTAL
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.�RCH ITECTS
1650 Fallndge Road Swte C-1
Vad, CO 81657 vailarchrtects com
f (970) 476-4901 p (970) 476-6342
DOOR &
WINDOW
�
A902
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FACE OF WALL
�
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VERIFY SOLI� TED
CELL (3 PLACES)
�
OVERF ME FLOOR ON
EXISTIN LIVING P,OOM
FLOOR, DIANT HEAT
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NEW Ya" x 9 ia" x 15' FLITCH PLATE
I PROVIDE 2 ROWS Y2" DIA x 3" LAGS @ 12" 0 C
NEW 2- 2x10 FLUSH RIM I I
.T.i .��.T.i�.T.��. U .��.
I. NEW 2x10 @ 16" O C DECK FRAMING � �► NEW COSMETIC
� j �TEND NEW 2x10'S TO W16x26 BEAM m I— BRACKET — —
�`�' • 1 i i_ � X� _ .
��
� I • • . � � �g� 3x12 TREADS
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FIELD COORDINATE I I
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EXTERIOR WALL I I
EXISTING 2x6 @ 24" O C DECK JOISTS
—-�— — — — _. . — . .— — — D
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FIELD VERIFY II
EXISTING BEAM
SIZES
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FIELD VERIFY II
EKISTING BEAM
SIZES
II
.—. _ . .— — — �
i
9
MAI N LEVEL FRAM I NG PLAN
1 /4" = 1'-0"
STRUCTURALGENERALNOTES
1 Q IDICATES POTENTIAL NEW HELICAL
PIER LOCATION DETERMINATION TO
BE MADE BY STRUCTURAL ENGINEER
AFTER REVIEWING RESULTS OF NEW
SOILS TESTS SEE GENERAL NOTES
ON S4
�
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ISSUE RECORD
...........�......
11 /10/08
OWNER REVIEW
1 /16/09
PRICING SET
. 3/10/09
PERMIT SUBMITTAL
10/22/09
' AS BUILT
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FRITZLEN
P I E R� E
,I ,
ARCH ITECTS
1650 Fallndge Road Suite C-1
Vail, CO 8165 vailarchitects com
f (970) 476-491 p (970) 476-6342
MAIN LEVEL
FRAMING
1
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FOR'BENT'
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3 4 5
COBEL
TYPE C
I �'�`� CARVED 6x20 OR
� �• /l � CURVED 5 1/8 x 6
/ GLUELAM
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9
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IIIIIIIIIIIII
2 SUBFASCIA
iiiiiitiiiiii
CONNECT SUBFASCIA TO
LEDGER WITH 3-1/2" DIA X 6"
LAG SCREWS
SUL210 (3 PLACES)
-- NEW 2x12 LEDGER W/2 ROWS
LS90 3/8" DIA x 5" LAG SCREWS @
,s��o�
� L LOW ROO F F
RAM I N G P LAN
UPPER LEVE &
S 2 1 /4" = 1'-0"
t
ISSUE RECORD
r
11/10/08 '
OWNER REVIEW
1 /16/09
PRICING SET
3/10/09
PERMIT SUBMITTAL
10/22/09
AS BUILT
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FRITZLEN
P I E R C E
ARCH ITECTS
1650 Fallridge Road Swte C-1
Vad, CO 8165 vailarchitects com
f (970) 476-491 p (970) 476-6342
UPPER LEVEL
FRAMING
S2
,\
v
0
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A
B
C -
D -
E -
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4
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(X XI• (•I NI• �—TI •I •I •IX 2X12
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U PPER ROOF FRAM I NG PLAN
1 /4" = 1'-0"
3TRUCTURALGENERALNOTES
1 T INDICATES TRIMMER
2 K INDICATES KING STUD
3 HANG RAFTERS FROM FLUSH BEAMS WITH
LUS210 OR LSSU210 HANGERS
4 SEE DETAIL 4/S4 FOR W10x22 BENT HEADER
5` INDICATES NEW 2- 2x6T & NEW 2- 2x6 K
6� INDICATES 2-3/4" DIA M B
7 ^INDICATES2-13/4x51/2LVLT&
2-13/4x51/2LVLK
8 � INDICATES 4-3/4" DIA M B
ISSUE RECORD
11 /10/08
OWNER REVIEW
1 /16/09
PRICING SET
3/10/09
PERMIT SUBMITTAL
5/5/09
ASI #1
10/22/09
AS BUILT
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FRITZLEN
P I E R C E
ARCHITECTS
1650 Fallridge Road Suite C-1
Vad, CO 8165 vadarchitects com
f (970) 476-49� p.(970) 476-6342
���
ROOF
FRAMING
S3
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BOTH SIDES BOTH SIDES
W8x28
I 3/4"
���� I � �
NO SG�LE
GOPE FLANGE
S�GTIO�I I I
PP�IR 3x3x� "�'s
w8x28
W8x18
I I/4"
���
3"
I I/4"
3 ROWS 3/4"� J I 3/4" I I/4"
,4325 BOLTS
�L���TI ON
������ �
NO SGALE
G��l���� �IOT�s
��� � 3��
2-�"�x5" L�GS
bxbx3�b �NGLE x IO" (SLOPED)
W 1Ox22
3-13/4xll%4 LVL
������
NO SG,4LE
Th1s structure has been deslgned to meet the reqylrements of the 2003
Internatlonal Resldentlal Gode wlth amendments as adopted by the Town of Vall.
All omisslons or confllcts between varlous elements of the working drawings
and/or spectflcatlons shall be brought to the attentlon of the Structural Englneer
before proceeding wtth any work so Involved. The Ganeral Gontractor shall verlfy
all dlmenslons and condltlons at the �ob slte and shall be responslble for the
�Y16Qt15, methods, technlq,ues, 56GiU611G05 Q11GI �71"OGBG�UI"85 Q550GIQt9GI WItF1 tF115
pro�ect. �urthermore, he shall be responslble for coordlnatlon of all work and
materlals Including those furnlshed by subcontractors. The Structural Englneer
shall be contacted during the constructlon phase to make the job slte Inspectlons
ne�essary to conflrm that the actual fleld conditlons are conslstent wlth the
deslgn assumptlons and that the constructlon Is proceeding according to the
plans and speclftcattons.
Llve Loads Usad In Deslgn:
Roof 80 psf
Floors 40 psf
Decks loo psf
Earthq,uake Selsmlc Zone G
Wlnd a0 mph, 3 5econd Gust
l� Ilcensed So11s Englneer shall obtaln and test solls samples for thls slte
and prov�de a So11s Report provlding the bearing capaclty of the 1n sltu solls.
The Structural Engtneer shall then revlew thls Solls Report and determtne
If hellcal plers are req.utred at all or some of the locatlons noted on 5heet SI.
The General Gontractor should revlew the Solls Englneer's report and follow
1ts recommendatlons for excavatlon, backfllling, grading and dralnage systems.
i
4 I/2"
I I/2"
4-�b" � �325
%" WEB STIFFENER
BOTH SIDES
WIDE FL�NGE BEAM
4 I/2"
I I/2"
}� � x bf x I'-O"
TUBE STEEL GOLUMN
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NO SGA�LE
S��G � I G�T I O�ls
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NO SG/�LE
ftll framing lumbar to be #2 Doug-�Ir or better.
All bx and larger tlmbers to be #I Doug-FIr or better.
P.II Glue-lam beans to conform to the allowable stress
req.ulrements for a P24-V4 combinatfon beam.
f�ll Mlcro=lam's ta be manufactured by Trus Jolst MacMlllan and conform to the
allowable stress reqytrements for a I 3/4" 1.8DP Mlcro=Lam LVL.
All TJI �olsts to be manufa�tured by Trus Jolst MacMlllan.
�II connectlon hcrdware to be by the Stmpson Gompany.
ftll roof decking to be 5/8" G-G Ext-APA 32/I6 plywood. Natl wlth
IOd o b" o.c. at �anel edges and o 12" o.c In the fleld
All floor decking to be 3/4" G-D Int-APA 42/20 TdG plywood. Glue
sheathing to jolss wlth PL400 and nall wlth IOd o 6" O.G. at panel edges
and 12" o.c. In the fleld.
�411 exterlor walls to be sheathed w►th !�" 0.5.8. Nall wtth 8d o 6" o.c. at panel
edges and 12" oc. In the fleld.
All concrete to attaln a compresslve strength of 300o psI In 28 days.
AII relnforc(ng bars to be Grade 60.
All steel beams shall conform to ASTM Aqa2-50 Speclflcatlons.
All steel plates and angles shall conform to ASTM A36 Speclflcatlons.
2x6 PL�TE
�" END GAP
i" BEARING PL�TE
GLUELAM OR LVL
BEP�M
WIDE FLANGE
BEAM
TUBE STEEL GOLUMN
B�SE PLP�TE
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FRITZLEN
PIERCE
ARCHITECTS
1650 E. Vail Valley Dr. Fallridge C-1
Vad, CO 81657 vailarchitects com
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P i E R C E
ARCH ITECTS
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Vail, CO 81657 vailarchitects com
f (970) 476-4901 p (970) 476-6342
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ARCH ITECTS
1650 Fallridge Road Suite C-1
Vail, CO 81657 vailarchitects com
f (970) 476-4901 p (970) 476-6342
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1650 Fallndge Road Suite C-1
Vail, CO 81657 vailarchitects com
f (970) 476-4901 p (970) 476-6342
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P I E R C E
ARCH ITECTS
1650 Fallridge Road Suite C-1
Vail, CO 81657 vailarchrtects com
f (970) 476-4901 p (970) 476-6342
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9'-0" x 18'-0" PARKING SPACE
BUILDING SITE COVERAGE
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TOTAL SITE AREA 17332 5 SQ FT
TOTAL LANDSCAPED AREA 12850 91 SQ FT
12850 91 SQ FT / 17332 5 SQ FT = 7414
74% > 60%
SITE COVERAGE
TOTAL SITE AREA 17332 5 SQ FT
TOTAL SITE COVERAGE 2551 68 SQ FT
2551 68 SQ FT / 17332 5 SQ FT = 1472
15% < 20%
SNOW STORAGE
TOTAL HEATED DRIVEWAY AREA 2213 09 SQ FT
10% x 2213 09 = 221 309 SQ FT = TOTAL SNOW STORAGE AREA
PARKING REQUIREMENTS
TOTAL PROPOSED GRFA 5137 72 SQ FT
4,000 - 5,500 GRFA = 4 SPACES
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ITE DEVELOPMENT C�L��ILAT1���
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1650 Fallridge Road Suite C-1
Vail, CO 81657 vailarchitects com
f (970) 476-4901 p (970) 476-6342
SITE
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1
ZUG RESIDENCE
PROJECT #0836 - GRFA CALCULATION
LEGALADDRESS
LOT 1, VAIL VALLEY 2ND FILING
PHYSICAL ADDRESS
1548 SPRING HILL LANE
VAIL, COLORADO 81657
ZONING
TWO-FAMILY RESIDENTIAL (R)
LOT SIZE
0 3979 ACRES = 17332 5 SQ FT
ALLOWABLE SITE COVERAGE
20% x 17332 5 SQ FT = 3466 5 SQ FT
EXISTING GRFA
BASEMENT LEVEL 1150 65
MAIN LEVEL 2350 90
UPPER LEVEL 1425 75
TOTAL EXISTING GRFA 4927 30
BELOW GRADE ADJUSTMENT 598
NET EXISTING GRFA 4329 30
PROPOSED ADDITIONAL GRFA
BASEMENT LEVEL p
MAIN LEVEL 175 �2
UPPER LEVEL 632 73
TOTAL GRFA PROPOSED 808 42
GROSS GRFA PROPOSED
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0 SF GRFA - PROPOSED
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1650 Fallridge Road C-1
Vail, CO 81657 vailarchrtects com
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62 83 SF
TOV301
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PROJECT #0836 - GRFA CALCULATION
LEGALADDRESS
LOT 1, VAIL VALLEY 2ND FILING
PHYSICAL ADDRESS
1548 SPRING HILL LANE
VAIL, COLORADO 81657
ZONING
TWO-FAMILY RESIDENTIAL (R)
LOT SIZE
0 3979 ACRES = 17332 5 SQ FT
ALLOWABLE SITE COVERAGE
20% x 17332 5 SQ FT = 3466 5 SQ FT
EXISTING GRFA
BASEMENT LEVEL 1150 65
MAIN LEVEL 2350 90
UPPER LEVEL 1425 75
TOTAL EXISTING GRFA 4927 30
BELOW GRADE ADJUSTMENT 598
NET EXISTING GRFA 4329 30
PROPOSED ADDITIONAL GRFA
BASEMENT LEVEL O
MAIN LEVEL 175 72
UPPER LEVEL 632 73
TOTAL GRFA PROPOSED 808 42
GROSS GRFA PROPOSED
(DOES NOT INCLUDE GARAGE 823 94 SQ FT )
(SEE CALCULATIONS ON A301 - A304)
1
TOV303
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GRFA CALCULATIONS
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175.72 SF GRFA - PROPOSED
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ARCH ITECTS
1650 Fallridge Road C-1
Vail, CO 81657 vailarchitects com
f (970) 476-4901 p (970) 476-6342
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TOV304 1
1425 75 SF
TOV301
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376 73 SF
ZUG RESIDENCE
PROJECT #0836 - GRFA CALCULATION
LEGALADDRESS
LOT 1, VAIL VALLEY 2ND FILING
PHYSICAL ADDRESS
1548 SPRING HILL LANE
VAIL, COLORADO 81657
ZONING
TWO-FAMILY RESIDENTIAL (R)
LOT SIZE
0 3979 ACRES = 17332 5 SQ FT
ALLOWABLE SITE COVERAGE
20% x 17332 5 SQ FT = 3466 5 SQ FT
EXISTING GRFA
BASEMENT LEVEL 1150 65
MAIN LEVEL 2350 90
UPPER LEVEL 1425 75
TOTAL EXISTING GRFA 4927 30
BELOW GRADE ADJUSTMENT 598
NET EXISTING GRFA 4329 30
PROPOSED ADDITIONAL GRFA
BASEMENT LEVEL O
MAIN LEVEL 175 72
UPPER LEVEL 632 73
TOTAL GRFA PROPOSED 808 42
GROSS GRFA PROPOSED
4329 30 SQ FT + 808 42 SQ FT = 5137 72 SQ FT
ALLOWABLE GRFA (BASED ON 17332 5 SQ FT )
(DOES NOT INCLUDE GARAGE 823 94 S(� FT )
(SEE CALCULATIONS ON A301 - A304)
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TOV303
NORTH
GRFA CALCULATIONS
1150.65 SF GRFA — EXISTING
632.73 SF GRFA — PROPOSED
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UP
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LEGEND
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GRFA - EXISTING
GRFA-PROPOSED
NON-GRFA
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1650 Fallr;dge Road C-1
Vail, CO 81657 vai,archrt2cts com
f (970) 47�-4901 f� (�i0) +76-6342
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EXISTING GRFA CREDITS
ELEVATION ABOVE GRADE BELOW GRADE
NORTH 670 28 SQ FT 48 35 SC� FT
EAST 169 43 SQ FT 337 84 SQ FT
SOUTH 76 30 SG� FT 555 94 SG1 FT
WEST 185 33 SQ FT 232 94 SQ FT
TOTAL 1175 07 SQ FT
1175 07 SQ FT / 2276 41 SQ FT = 51 6% BELOW GRADE
BELOW GRADE % 52%
1150 65 x 52 = 598 SQ FT
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TOTAL
718 63 SQ FT
507 27 SQ FT
632 24 SQ FT
418 27 SQ FT
2276 41 SQ FT
LEGEND
�AREA ABOVE GRADE TO
UNDERSIDE OF
STRUCTURE
� AREA BELOW GRADE
EXISTING TOPO LINE
— — — — ORIGINAL TOPO LINE
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GRFA CALCULATIONS
718.63 SF TOTAL WALL AREA
1 N RT H E L E VAT I O N G R FA
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1650 Falli idge Road G i
Vail, CO 31657 vailafch�tects com
f(970) 476-� y01 p(910) �7b-b342
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EXISTING GRFA CREDITS
ELEVATION ABOVE GRADE BELOW GRADE
NORTH 670 28 SQ FT 48 35 SQ FT
EAST 169 43 SQ FT 337 84 SC� FT
SOUTH 76 30 SQ FT 555 94 SQ FT
WEST 185 33 SQ FT 232 94 SQ FT
TOTAL 1175 07 SQ FT
1175 07 S� FT / 2276 41 SQ FT = 51 6% BELOW GRADE
BELOW GRADE % 52%
1150 65 x 52 = 598 SGl FT
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TOTAL
718 63 SQ FT
507 27 SQ FT
632 24 SGl FT
418 27 SQ FT
2276 41 SQ FT
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LEGEND
AREA ABOVE GRADE TO
UNDERSIDE OF
�` STRUCTURE
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---- EXISTING TOPO LINE
— — — — ORIGINAL TOPO LINE
GRFA CALCULATIONS
507.27 SF TOTAL WALL AREA
1 VAT I O N G(� FA
EAST E L E
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1650 Faliridge Road C-1
Vail, CO 81657 vailarchitects com
f (970) 476-4901 p (y70) 476-6342
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GRFA
CALCULATION
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EXISTING GRFA CREDITS
ELEVATION ABOVE GRADE BELOW GRADE
NORTH 670 28 SQ FT 48 35 SQ FT
EAST 169 43 SQ FT 337 84 SQ FT
SOUTH 76 30 SQ FT 555 94 SQ FT
WEST 185 33 SQ FT 232 94 SQ FT
TOTAL 1175 07 SQ FT
1175 07 SQ FT / 2276 41 SQ FT = 51 6% BELOW GRADE
BELOW GRADE % 52%
1150 65 x 52 = 598 SQ FT
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TOTAL
718 63 SQ FT
507 27 SQ FT
632 24 SQ FT
418 27 SQ FT
2276 41 SQ FT
GF�FA CALCULATIONS
632.24 S F TOTAL WALL AR EA
LEGEND
,` '��\ AREA ABOVE GRADE TO
UNDERSIDE OF
� STRUCTURE
�� f ; AREA BELOW GRADE
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EXISTING TOPO LINE
— — — ORIGINAL TOPO LINE
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1 SOUTH ELEVATION GRFA
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ARCH ITECT�
1650 Fallridge Road C-1
Vail, CO 81657 vailarchrtects com
f (970) 476-4901 p (970) 476-6342
GRFA
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EXISTING GRFA CREDITS
ELEVATION ABOVE GRADE BELOW GRADE
NORTH 670 28 SG� FT 48 35 SQ FT
EAST 169 43 SQ FT 337 84 SQ FT
SOUTH 76 30 SQ FT 555 94 SQ FT
WEST 185 33 SGl FT 232 94 SQ FT
TOTAL 1175 07 SQ FT
1175 07 SQ FT / 2276 41 SQ FT = 51 6% BELOW GRADE
BELOW GRADE % 52%
1150 65 x 52 = 598 SQ FT
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TOTAL
718 63 SQ FT
507 27 SQ FT
632 24 SCl FT
418 27 SQ FT
2276 41 SQ FT
1
OV30
GRFA CALCULATIONS
418.27 SF TOTAL WALL AREA
LEGEND
`� ` AREA ABOVE GRADE TO
� UNDERSIDE OF
STRUCTURE
�AREA BELOW GRADE
EXISTING TOPO LINE
- - - - ORIGINAL TOPO LINE
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WEST ELEVATION GRFA
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ARCH ITECTS
1650 Fallridge Road C-1
Vail, CO 81657 vailarchitects com
f (970) 476-4901 p (970) 476-6342
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LANDSCAPED AREA
HEATED DRIVEWAY
SNOW STORAGE AREA
9'-0" x 18'-0" PARKING SPACE
BUILDING SITE COVERAGE
LANDSCAPED AREA
TOTAL SITE AREA 17332 5 SQ FT
TOTAL LANDSCAPED AREA 12850 91 SQ FT
12850 91 SQ FT / 17332 5 SQ FT = 7414
74% > 60%
SITE COVERAGE
TOTAL SITE AREA 17332 5 SQ FT
TOTAL SITE COVERAGE 2485 57 SQ FT
2485 57 SQ FT / 17332 5 SQ FT = 1434
14% < 20%
SNOW STORAGE
TOTAL HEATED DRIVEWAY AREA 2213 09 SQ FT
10% x 2213 09 = 221 309 SQ FT = TOTAL SNOW STORAGE AREA
PARKING REQUIREMENTS
TOTAL PROPOSED GRFA 5137 72 SQ FT
4,000 - 5,500 GRFA = 4 SPACES
S
ITE D EVELOPM ENT CALCU LATIONS
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1650 Fallridge Road Suite C-1
Vail, CO 81657 vailarchitects com
f (970) 47b-4901 p (970) 47b-6342
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1650 Fallridge Road Swte C-1
Vail, CO 81657 vailarchitects com
f (970) 476-4901 p (970) 476-6342
SITE
INFORMATION
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